Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B17-1215 000-000-000
{ CLIENT: STRUCTURAL CALCULATIONS Daniel & Courtney Webb PROJECT: New Single Family Home RECEIVED jUN202017 PROJECT 2593 West Sacramento*&AND ASSOCIATES LOCATION: Chico, CA BUTTE COUNTY BUILDING DIVISION APPROVED JOB NUMBER: 2706 11 DATE: 06/01/17 1 I✓ SEAL APPLIES TO SHEETS 1 THRU LOADING CRITERIA BASED ON THE 2016 CALIFORNIA BUILDING CODE: SEISMIC DESIGN CATEGORY: D BUTTE WIND SPEED V (3 SECOND GUST): 110 mph COUNTY WIND EXPOSURE: B SOIL BEARING: 1500 psf (per CBC Table 1806.2) JUN 16 2017 ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN DEVELOPMENT THESE CALCULATIONS ? No SERVICES NOTES: X17 -)x.15 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. REVIEWED 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of theEGReOODE COMPLIANCE Building Code, and local building department standards. IIUL Z 5 X017 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property Ii es, set backs, adjacent slopes, and all other limiting factors. TRUSS STATEMENT: TRB AND ASSOCIATES has reviewed the trusses submitted by Systems Plus Lumber Co. and dated 5/17 for this project. Ther iew waE provided to insure that the truss designer used the proper gravity and lateral loading for the design of the trusses. The designer shall bear the entire responsibility for the design and bracing of the trusses. All truss to truss connections are designed by the truss mfg. Page 1 60 Independence Circle, Ste. 201 • Chico, CA 95973 0 (530) 892-1100 otic U1 rn N V GRAVITY LOADS: ROOF: PITCH: 6:12 DEAD LOAD:. COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.5 PSF R-38 INSULATION (OPTIONAL) 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.7 PSF DEAD LOAD 14.9 PSF PITCH INCREASE FOR DEAD LOAD 1.1 PSF TOTAL DESIGN DEAD LOAD 16.0 PSF BY: JMR DATE: 6/1/2017 JOB NO: 2706 PAGE: 2 LIVE LOAD PER TABLE 4-1 OF ASCE 7-10 = 20.0 PSF (REDUCIBLE) (LIVE LOAD MAY BE REDUCED FOR PITCH OR TRIBUTARY AREA AS SHOWN BELOW) PER ASCE 7-10 EQUATION (4.8-1) Lr = Lo R, R2 WHERE 12 PSF < Lr < 20 PSF Lr = REDUCED LIVE LOAD OF HORIZONTAL PROJECTION (PSF) TRIBUTARY AREA < 200 SQ. FT. LIVE LOAD (BASED ON PITCH) 18.0 PSF TOTAL LOAD 34.0 PSF LATERAL LOADS: WIND: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW SEISMIC: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW 1. made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil. These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 BY: J DATE: JOB NO: 2Z O69 PAGE OF �:c o ar 7. as ne l71 t ",r ce I =41 IC r ea rr ar gM� Ml® j, I •� v O aav0 • n-.: vq'P � I �r�miu.vwl. EG>at7 � Y fi r0' f rY (J ; ri „ p r�r [nur� I 1 ga(c ri QY n GARA� n o ., m� lar a _ o Rp I I • rr tp (r (r (C O rdrg Yr I'f m fr 1V ie re • c .. iii: � _ ll e - Y ar rr re a .- .:a--- - O p Q K II a as r 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL A B C D E F G SEISMIC SHEAR PLF 260 350 490 640 730 760 980 WIND EAR PLF 335 485 600 820 924 975 1250 U SISHLL SCREW INTO SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" -SDS SDS 1/4" SDS •1/4" BLOCK OR RIM JST. @ 20" ox 13" ox @ 11" O.C. @ 8' o. c. @ 7" /4"o.c16" /4" SILL SCREW CAPACITY 336 517 611 840 960 1120 @1344 c. 5/8" A.B. CAPACITY 343 496 638 871 944 985 1259 NOTES: 1/2" A.B. CAPACITY 347 520 624 821 924 986 1 1344 Simpson SDS 114 x 6" Wood Screws per Simpson with 1.6 increase for Cd Capacity of SDS 1/4" x 6" Wood Screw in 1 1/2" wood = 560 # / screw 2. Design capacity of bolts per Table 11 E of the 2012 NDS with Cd =1.6 per Table 2.3.2. Capacity of 1/2" Anchor Bolt in 2x sill = 1.6 }650# = 1040# / Bolt Capacity of 1/2" Anchor Bolt in 3x sill = 1.6.770# = 1232# / Bolt Capacity of 5/8" Anchor Bolt in 2x sill = 1.6 "930# = 1488# / Bolt Capacity of 5/8" Anchor Bolt in 3x sill = 1.6 "1180# = 1888# / Bolt 3. Reduce A.B. capacity in note 2 by 50% for 2x sill plate when allowable shear per foot is > than 350 olf < 600 nif 60 Independence Circle, Ste. 201'., • Chico, CA 95973 ° (530) 892-1100 11-7 Of P ENGINEEEING BY: JMR DATE: Co 117 JOB NO: 2 7dro PAGE: 5 NOTE: WHEN MULTIPLE MEMBERS ARE USED THEY SHALL BE NAILED TOGETHER TO ACT AS ONE MEMBER W/ 2 ROWS 16d SINK. AT 12" O.C. FOR THE FULL HEIGHT OF THE MEMBER TING SCHEDULE FOR SOIL BEARING = 1500 PSF POST SCHEDULE BASED ON 2016 CBC A44.2 qMARKPOST LUMBER MAX. MAX. LOAD @ MAX. LOAD @ MAX. LOAD @ #4 REBAR EVENLY SPACED F1 F2 GRADE Lu POST HEM FIR PL. D.F. PLATE F3 6.0 STANDARD 9' 1,500 LBS 2,100 LBS 3,200 LBS P2 2-2x4 STANDARD 9' 2,800 LBS 4,200 LBS 6,500 LBS P3 3 - 2 x 4 STANDARD 9' 5,000 LBS 6,300 LBS 9,700 LBS P4 2 x 6 STANDARD 9' 2,200 LBS 3,300 LBS 5,100 LBS 12 27 6 STANDARD 9' 5,000 LBS 6,600 LBS, 10000 LBS P6 3-2x6 -X4-""- STANDARD 9' 12,000 LBS 10,000 LBS 15,000 LBS P7 4 D.F. #1 9' 5,000 LBS 4,800 LBS 7,500 LBS P8 4 x 6 D.F. #1 9' 8,000 LBS 7,800 LBS 12,000 LBS P9 P10 4 x 8 D.F. #1 9' 10,000 LBS 10,200 LBS 16,000 LBS 6 x 6 D.F. #1 9' 20,000 LBS 12,200 LBS 19,000 LBS P11 712 6 x 8 D.F. #1 9' 28,000 LBS 16,700 LBS 26,000 LBS 3.5 x 3.5 1.8 PARALLAM PSL 9' 6,100 LBS 4,900 LBS 7,600 LBS P13 3.6-x- 5.25 1.8 PARALLAM PSL 9' 9,100 LBS 7,400 LBS 11,000 LBS P14 3.5 x 7 'X5.2 1.8 PARALLAM PSL 9' 12,200 LBS 9,900 LBS 15,000 LBS P15 5.25 5 1.8 PARALLAM PSL 9' 23,400 LBS 11,100 LBS 17,000 LBS P16 5.25 x 7 '7X7 1.8 PARALLAM PSL 9' 31,300 LBS 14,800 LBS 23,000 LBS P17 1.8 PARALLAM PSL 9' 34,000 LBS 19,800 LBS 31,000 LBS NOTE: WHEN MULTIPLE MEMBERS ARE USED THEY SHALL BE NAILED TOGETHER TO ACT AS ONE MEMBER W/ 2 ROWS 16d SINK. AT 12" O.C. FOR THE FULL HEIGHT OF THE MEMBER WHERE F'c = 2,500 PSI 60 Independence Circle, Ste. 201 Fy = • Chico, CA 95973 0 40,000 PSI (530) 892-1100 TING SCHEDULE FOR SOIL BEARING = 1500 PSF MARFOOTING A44.2 DIMENSIONS (INCHES) MINIMUM STEEL REQUIRED WIDTH LENGT THICKNESS #4 REBAR EVENLY SPACED F1 F2 16 16 12 2 EA. WAY 3" CLR. F3 6.0 20 20 12 3 EA. WAY 3" CLR. F4 7.0 24 28 24 12 3 EA. WAY 3" CLR. FS 9.5 32 28 12 4 EA. WAY 3" CLR. F6 12.0 36 32 36 12 4 EA. WAY 3" CLR. F7 15.0 40 40 12 4 EA. WAY 3" CLR. F8 18.0 44 44 18 5 EA. WAY 3" CLR. F9 22.0 48 48 18 5 EA. WAY 3" CLR. F10 26.0 52 52 188 EA. WAY 3" CLR. F11 31.0 56 56 18 9 EA. WAY 3" CLR. 35.0 60 60 18 10 EA. WAY 3" CLR. .F12 18 10 1 EA. WAY 3" CLR._A WHERE F'c = 2,500 PSI 60 Independence Circle, Ste. 201 Fy = • Chico, CA 95973 0 40,000 PSI (530) 892-1100 Project: Prepared by: Jeff Richelieu Software licensed to: Streamline Engineering, Inc. Phone: 530-892-1100 E-mail: jeffstream _F InDut See ASCE 7-10 Section 26.3 for symbol definitions ( 01 6/l/2017 &sion 1.0. V=110mph _T2pographic Factor Exposure Category B Specify Kzt directly h = 22 ft L = 107 ft Kzt for walls = 1.00 B=53 ft Kzt for roof = 1.00 Hip Roof. Pitch = 4:12 This is a valid Class I building Main Wind -Force Resisting System ASCE 7-10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 MWFRS Wall Pressures (psf) MWFRS Roof Pressures (n.qn Al T'' S @ Zone 4,_,, -LoadLoad Load , Load- Load Case 2 U 15.5 14.3 -7.2 12.9 +./-3.0 p 0 - 14.9 13.8 MWFRS Roof Pressures (n.qn AIWFRS Roof Overhang Pressures Povh @ Zone 1. = 10.8 psf Povh @ Zone 3 = 13.4 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures. C&C Roof Overhang Pressures (psf) '0 500 rM i -Load, Load Case Case 2 -32 4-. 11.7 11.7 Al T'' @ Zone 4,_,, -LoadLoad Load , Load- Load Case 2 _ .0 se 1 Case 2 e Case 2 -14.4 13.5 20.3 34.1 18.6 ase3:"- 5.0 14.2 tic 13.0 AIWFRS Roof Overhang Pressures Povh @ Zone 1. = 10.8 psf Povh @ Zone 3 = 13.4 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures. C&C Roof Overhang Pressures (psf) '0 500 rM i -Load, Load Case Case 2 -32 4-. 11.7 11.7 S.K. Ghosh Associates Inc. 1334 E Colfax Street, Palatine, IL, 60067 www.skghoshassociates.com Page I of I Al s @ Zone 4,_,, -LoadLoad Load , Load- Load Case 2 _ .0 se 1 Case 2 e Case 2 13.5 20.3 34.1 18.6 12.1-7.7 14.2 tic 13.0 S.K. Ghosh Associates Inc. 1334 E Colfax Street, Palatine, IL, 60067 www.skghoshassociates.com Page I of I o BY: JMR ran, DATE: 6/1/2017 N JOB NO: 2706 • - - PAGE: - WIND DESIGN PRESSURE ON PROJECTED AREA LOAD CASE 1 ZONE 1 WIND PRESSURE PERPENDICULAR TO SURFACE -14.4 PSF ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF 6 :12 ANGLE = 26.61 -6.44 PSF LOAD CASE 1 ZONE 2 WIND PRESSURE PERPENDICULAR TO SURFACE -11.6 PSF' ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF 6 :12 ANGLE = 26.6 ° -5.19 PSF NET PRESSURE ON PROJECTED AREA -1.3 PSF USE 8.00 PSF ON VERTICAL PROJECTED AREA OF ROOF PER 27.1.5 ASCE 7-10 LOAD CASE 1 ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE -17.9 PSF ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF 6 :12 ANGLE = 26.60 PSF LOAD CASE 1 ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE -17.9 PSF ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF 6 :12 ANGLE = 26.60 -8.01 PSF NET PRESSURE ON PROJECTED AREA 0.0 PSF USE 8.00 PSF ON VERTICAL PROJECTED AREA OF ROOF PER 27.1.5 ASCE 7-10 60 Independence Circle, Ste. 201 • Chico, CA 95973 (530) 892-1100 • Fax: 892-1115 https://earthquake.usgs.gov/cn2/designmaps/us/summary-php?templa... 2-7oro Design Maps Summary Report User -Specified Input Report Title DANIEL & COURTNEY WEBB Thu June 1, 2017 23:02:41 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.72920N, 121.89434°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III OW A r 44 Y° yr, 31 Al r.� 3 W � � tai-..*� r � �.: ` ♦ � w_ . r� _ S � � � t Z � v:_ f ! �7� '� u! 3 } I t } t � k, kfi• `�,�r[�. ♦.Duritiartt" b'c USGS-Provided Output Ss = 0.619 g Sms = 0.807- 9 SDs - 0.538 g SI = 0.277 g SMl = 0.512 g Sol = 0.341 9 2R♦ I For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MEv. ries anSi Specdrr� n 1•,x; %I�31 4 iZ. ..,' !? f Qac i Yh 173 Qca am ct 'j3 Q[a7 QCG a*? i.a? 2CP3 Nri-W T QyL CL4- !�L�'�i�il �CJS�C•iY.�'aL']riC'lY"Ji t1 For PGA,, TI, CRS, and CRI values, please view the detailed reoort. +..v __ -k. nJ 1.ap i.r4 i.Gtl ?l}.i Perioi L T 172 6/l/17,4:02 PM AN _- I BY: JMR ream one .. DATE: 6/1/2017 JOB NO: 27706 :. PAGE: SEISMIC DESIGN FOR BUILDING USING ASCE/SEI STANDARD 7-10 PER SECTION 12.8.1 SEISMIC BASE SHEAR (V) = Rho(Cs )W WHERE Cs = SDs/ (R / I) = 0.083 W SDs = 0.538 See attached printout from ASCE 7-10 ' SDI = 0.341 See attached printout from ASCE 7-10 R = 6.5. per Table 12.2-1 for wood shearwall " IMPORTANCE FACTOR (1) = 1.0 Per Table 1.5-2 _ " For occupancy category II Rho = 1.0 Per ASCE 7-10 Section 12.3.4.2 PERIOD OF STRUCTURE (T) = Ct h,," = 0.2032 MAXIMUM HEIGHT OF STRUCURE (h„) = 22 FT Ct = 0.02 FROM TABLE 12.8-2 x = 0.75 FROM TABLE 12.8-2 CHECK Cs TL = 16 SEC. PER FIGURE 22-12 - FOR T < TL Cs = 0.2582 MAXIMUM PER 12.8-3 Cs = 0.083 Used for design Cs/ 1.4 = 0.059 Per CBC Section 1605 (eq. 16-21) - USE V = 0.059 W 60 Independence Circle Ste 201 • Ch' i iW, CA 95973 (530) 892-1100 L AT L-: F-ArL LIrle I BY: J n ?- DATE: -DATE: COP 11-7 JOB NO: Z 706p PAGE (Q OF V e- O 05;9 E .01& (14)-2, V + P 0 1 ( 1 1 �� ��� ' O-7 1 UW V Hv V 5ol 144� 2.3K VO.-=: (I I -z.),4 0 4 4 K, I A I3 -i- 1-7 rz �J 0 144 t2 rZ L C2t • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE (530) 892-1100 - FAX: (530) 892-1115 BY.- DATE: Y:DATE: 17 JOB NO: Z 70(22 PAGE [ I OF 5 M12)ao�. vw2+.1if2)42�=3.8k 14-�+ Iry �r1•= r��� (14.C7 z-�2% �-t� = i �. 7 �-- � z = a S i� u 5� t�u4 I4:S . v [Z/N(f;i ` T 1zu r-15 L4s tF, 4 11C, L 10 V5=.os�oI6�0 &) �59+.0161 (11 -L)6,P 0 4-..01 (9IZ)zo7 =,cl'K vo 008( 015; 141 K X1,33 - 11 f17 • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 BY: J I� DATE: < ( l JOB NO: 270(0 PAGE 12- OF • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 W 5 5 TTZ -ro • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing 8, Title Block" selection. Title Block Line 6 Project Title: Daniel & Courtney Webb Engineer. :1MR - Project ID: 2706 Project Descr: .F q-_ 12 Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Fb - Tension 2,800.0 psi Fc - PAI 3,000.0 psi Fv 285.0 psi Ebend- xx , 2,000.0 ksi Fb - Compr 2,800.0 psi Fc - Perp 750.0 psi Ft 1,950.0 psi Eminbend - xx • 1,036.83 ksi Applied Loads Downward L+Lr+S 0.154 in Downward Total Upward L+Lr+S 0.000 in Upward Total Live Load DO Ratio 1283 >360 Total DO Ratio Beam self weight calculated and added to loads Unif Load: D = 0.0160, Lr = 0.0180 k/ft, Tdb= 5.0 ft ' Design Summary 296.71 psi at 4.750 ft in Span # 1 Max fb/Fb Ratio = 0.258. 1 fb: Actual: 903.05 psi at 8.250 ft in Span # 1 Fb: Allowable: 3,500.00 psi Load Comb: +D+Lr+H Maus fv/FvRatio = 0.135: 1 fv : Actual: 48.04 psi at 15.565 It in Span # 1 Fv: Allowable: 356.25 psi Load Comb: +D+Lr+H • r CBC 2016, 'ASCE 7-10 Density 41.750 pcf �.,�; ';wiii� `� iu?C� .�.E � 4 �" c�i .� :tic_ �..�.;•x � ." r Max Reactions (k) Q L ,, Lr S W � E B Left Support 0.76 0.74 Right Support 0.76 0.74 Downward L+Lr+S 0.154 in Downward Total Upward L+Lr+S 0.000 in Upward Total Live Load DO Ratio 1283 >360 Total DO Ratio 0.312 in 0.000 in 634 >180 'Wood Beam Design::,; BM 2 fb : Actual : 296.71 psi at 4.750 ft in Span # 1 Cal culations per_NDS 2015, IBC 2016, CBGT016, ASCE 7 10? BEAM Size: 6x10, Sawn, Fully Unbraced +D+Lr+H Max fv/FvRatio = Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending fv : Actual: Wood Species: Douglas Fir - Larch Wood Grade: No.1 212.50 psi Fb - Tension 1,350.0 psi Fc - PAI 925.0 psi Fv Fb - Compr 1,350.0 psi - Fc - Perp 625.0 psi Ft 170.0 psi Ebend- xx 1,600.0 ksi Density 675.0 psi Eminbend - xx 580.0 ksi 31.20 pcf Applied Loads , Max Reactions (k) ' Beam self weight calculated and added to loads Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Unif Load: D = 0.0160, Lr = 0.0180 k/ft, Trib= 5.0 ft Fb - Tension Fb - Compr 2800 psi Fc - PAI 3000 psi Fv 2800 psi. Fc - Perp 750 psi Ft Design Summary Downward L+Lr+S 0.026 in Downward Total ` Max fb/Fb Ratio = 0.176-1 fb : Actual : 296.71 psi at 4.750 ft in Span # 1 Fb : Allowable: 1,687.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = :0.098: 1 fv : Actual: 20.77 psi at 8.740 ft in Span # 1 Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L !=r S w E H Left Support 0.43 0.43 Downward L+Lr+S 0.026 in Downward Total 0.053 in Right Support 0.43 0.43 Upward L+Lr+S 0.000 in Upward Total Live Load Defl Ratio 4322 >360 Total Defl Ratio 0.000 in 2145 >180 Wood: Beam' Design ,,,, BM 3 BM 4 BM 5 Fb : Allowable: - ''Calculations n _ per,NDS 2015;;IBC 2016; CBC 2016, ASCE 7-10 BEAM Size: 5.25x11.875, VersaLam, Fully Unbraced Using Allowable Fv : Allowable: 356.25 psi Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Max Reactions (k) Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Right Support Fb - Tension Fb - Compr 2800 psi Fc - PAI 3000 psi Fv 2800 psi. Fc - Perp 750 psi Ft . 285 psi Ebend- xx 2000 ksi Density. 1950 psi Eminbend - xx530120482 ksi 41.75 pcf Applied Load - s Beam self weight calculated and added to loads Unif Load: D = 0.0160, Lr = 0.0180 k/ft, Trib= 6.0 ft Design Summary Max fb/Fb Ratio= 0.357. 1 fb : Actual: 1,247.94 psi at 10.750 ft in Span # 1 Fb : Allowable: 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.147: 1 fv : Actual: 52.46 psi at 20.568 ft in Span # 1 Fv : Allowable: 356.25 psi Load Comb: +D+Lr+H Max Reactions (k) 2 l Lr S w, E Left Support 1.23 1.16 Right Support 1.23 1.16 .,,• W0.1080) _'l JIW.;a iYl..i.` a.F.::r�.%Y iAA eY o•L": s- .""c: fiY+ �„ys•tY+!¢ .w•r,},r-a.TIT 21.50k 5.25XI1.875 H Downward L+Lr+S 0.356 in Downward Total 0.733 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 724 >360 Total Defl Ratio 352 >180 Tale l4lock Line 1 , ,You can change this area ` using the "Settings" menu item and then using the "Printing & _ Title Block" selection. Title Block Line 6 Project Title: Daniel & Courtney Webb Engineer: JMR Project ID: 2706 Project Descr. 4 ' Printed: 2 JUN 2017. 7:44Ah4 iNood Beam Design ,. BM 6 BM 7 BM 8 - •• rf �.. •.._ �.. ,, nr.,<. • Y ;s „�, := s :S .` ,�,,,,;` } a'., ;Calculations per;NDS 201t},=IBC 2015;;CBC 2016, ASCE.7 10 BEAM Size: 6x12, Sawn, Fully Unbraced fb : Actual : • Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species:, Douglas Fir -Larch Wood Grade: No.1 Fb - Tension 1350 psi Fc - PdI 925 psi Fv 170 psi . Ebend- xx 1600 ksi Density 31.2 pd Fb - Compr 1350 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 580 ksi ' Applied Loads Fv: Allowable: Beam self weight calculated and added to loads r Load Comb: Point: D=0.70, Lr =1.0 k @ 1.50 ft Point: D=0.70, Lr =1.0 k @ 3.50 ft I Wood Grade: No.1 Point: D =1.80, Lr = 2.0 k @ 5.50 ft - - Desrpn Summary d Downward L+Lr+S - 0.064 in Downward Total ' Max fb/Fb Ratio = 0.615.1 " fb : Actual : 1;038.21 psi at 5.497 ft in Span # 1 ., Fb: Allowable: 1,687.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.423:1 fv : Actual : 89.80 psi at 0.000 ft in Span # 1 Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S w E d Downward L+Lr+S - 0.064 in Downward Total 0.118 in Left Support 1.68 2:12 ` Upward L+Lr+S 0.000 in Upward Total . 0.000 in Right Support 1.63 1.88 ' ' Live Load Defl Ratio 1584>360 Total Defl Ratio 865 >180 =Wood Beam Design` ' BM 9 Max fv/FvRatio = 0.179: 1 ` �, .� rte �b�4,yy.rn... .n ✓f •.,'h :.f)�, S _'L$. '�: ..Y .i La.. '? _ . - ` " t k• �. Calculations per'NDS,2015,;IBC 2015;,CBC 20116, ASCE BEAM Size:, 6x12, Sawn, Fully Unbraced Fv: Allowable: . 212.50 psi Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch I Wood Grade: No.1 Fb - Tension . 1,350.0 psi Fc - Pril 925.0 psi, Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pd ' Fb - Compr 1,350.0 psi Fc - Perp 625._0 psi Ft 675.0, psi Eminbend - xx 580.0 ksi • Applied Loads ? Beam self weight calculated and added to loads - ! `- Unif Load: D=0.0160, Lr = 0.0180 k/ft, Tdb=12.0 ft ' Des►an Summary - Max fb/Fb Ratio ,.= 0.279-1 fb : Actual: 470.91 psi- at 4.750 ft in Span # 1 Fb : Allowable: 1,687.50 psi Load Comb: .+D+Lr+H Max fv/FvRatio = 0.179: 1 ` tv : Actual : 38.00 psi at 0.000 ft in Span #.1 Fv: Allowable: . 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) 2 L ,4r S W H Downward L+Lr+S 0.036 in Downward Total 0.070 in Left Support 0.98 1.03 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.98 1.03 Live Load Defl Ratio 3194 >360 Total Defl Ratio 1636 >180 TN 17 io S BUTTE COUNTY CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Daniel & Courtney Webb Calculation Daterrime: 14:17, Wed, Jul 12, 2017 JUL 13 2017 Page 1 of 10 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x DEVELOPMENT GENERAL INFORMATION -rqv R1 ,-OIs 01 Project Name Daniel & Courtney Webb ICE 02 Calculation Description Title 24 Analysis 06 07 03 Project Location 2593 W. Sacramento Avenue Energy Use (kTDVht2-yr) Standard Design 04 City Chico 05 Standards Version Compliance 2017 06 Zip Code 95973 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 , 14 Total Cond. Floor Area (ft2) 2885 15 Number of Zones 1 16 Slab Area (ft2) 2885 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available No 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 19.6% COMPLIANCE RESULTS 01 Building Complies with.Computer;Perform 02 This building incorporates:featuretthat require field testing and/or v rie fi' n b caty a certif —6d HERS ratejiunde� the supervision of a CECapproved HERS provider. 03 This building incorporates o e•o 7more Sp c `al°Featu�es)sho n below 1 Ii HERS Provider: CaICERTS inc. tr Report Generated at: 2017-07-12 14:18:03 j X ENERGY USE SUMMARY ICE 04 05 06 07 08 Energy Use (kTDVht2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Registration DateRme: 2017-07-12 14:254 Space Heating 22.23 19.93 2.30 10.3% Space Cooling 31.08 33.51 -2.43 -7.8% IAQ Ventilation .98 .98 .00 0.0% l Water Heatt' V1 12.01 17.31 -5.30 -44.1% r Pho of — -11.80 11.80 — t P Bance Ene Total 6 6.30 59.93 _{ 6.37 9.6% Ii HERS Provider: CaICERTS inc. tr Report Generated at: 2017-07-12 14:18:03 j X ICE �a Com M 2017JUL iii a TRCd AND�® Ai�S4I`ilA%S ;0M Registration DateRme: 2017-07-12 14:254 {�Regation Number: 217-P0102013508-000-000-00000000000 SCBuilding ding Energy Efficiency Standards - 2016 Residential Compliance Ii HERS Provider: CaICERTS inc. tr Report Generated at: 2017-07-12 14:18:03 j X �a ;0M Registration DateRme: 2017-07-12 14:254 Report Version - CF1 R-05232017-695 to Ii HERS Provider: CaICERTS inc. tr Report Generated at: 2017-07-12 14:18:03 j M CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Date/Time: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CF1R-PRF-01 Page 2 of 10 ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design 46.9 48.0 14.6 33.4 ❑ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE): Design Designation requirement for Single Family in climate zone CZ11 (Red Bluff) (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. ENERGY DESIGN RATING PV SYSTEM INPUTS - DETAILED ^ DC System Size (kW) "+`• Module TypeCFI rif Aziftill (deg)) Tilt Input Array Angle (deg) Tilt: (x in 12 ) Inverter Eff. (%) 2.4 Sta lord E; ❑` 11180, deg 26.6 6.0 96 REQUIRED SPECIAL FEATURESP rNx t"i P The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • PV System: 2.4 kWdc • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: — None — Registration Number: 217-Po1020135oB-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017.695 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Daterrime: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CF1 R -PRF -01 Page 3 of 10 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Daniel & Courtney Webb 2885 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 House Conditioned System -11 2885 9.9 DHW Sys 1 Window & Door Area (ft2) OPAQUE SURFACES 7 01 02 03 04 05 06 07 08 Name a: _ ,Zone x.! Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front/N m House """ " R-19+4 Wall 0 Front 830 241 90 Left/E �*.` House Oft R -1,9x+4 Wall =S A90 Left 159 0 90 Back/S = -.,House ff 1 11 `R-19+4'Wall 180 18ack-, '�` 819 273.279 90 Right/V1l _ `l Ouse *R 1,9+4'kWall 2. Of Agk S 470 51 90 Interior Surface i House»Attic l louse .R 19 Wall x e t r $ 142 0 Interior Wall House>>Gar ge_ v a� R 19 Wallz v c " ` ' w a« h 306 17.8 Roof House R-38 Roof Attic RB 2885 GWaIUN Garage_ R-0 Wall 0 Front 212 0 90 GWall/E Garage_ R-0 Wall 90 Left 306 200 90 GWall/S Garage_ R-0 Wall 180 Back 106 0 90 GWaIUS 2 Garage_ R-0 Wall 180 Back 106 0 90 GRoof Garage_ R-0 Roof Attic 799 ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic _Garage_ Attic Garage Roof Cons Ventilated 6 0.1 0.85 No No Attic House Attic RoofHouse Ventilated 6 0.1 0.85 Yes No Registration Number: 217-P0102013508-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-095 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Daterrime: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CFI R -PRF -01 Page 4 of 10 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U -factor SHGC Exterior Shading 5050 Window Front/N (Front -0) 5.0 5.0 1 25.0 0.32 0.25 Insect Screen (default) 3040 Window Front/N (Front -0) 3.0 4.0 1 12.0 0.32 1 0.25 Insect Screen (default) 4016 Window Front/N (Front -0) 4.0 1.5 1 6.0 0.32 0.25 Insect Screen (default) 2670 Window Front/N (Front -0) 2.5 7.0 1 17.5 0.32 0.25 Insect Screen (default) 5070 Window Front/N (Front -0) 5.0 7.0 1 35.0 0.32 0.25 Insect Screen (default) 26702 Window FronttN (Front -0) . 2.5 7.0 1 17.5 0.32 0.25 - Insect Screen (default) 3680 FR DR Window Front/N (Front -0) 3.5 8.0 1 28.0 0.53 0.67 Insect Screen (default) 26703 Window Front/N (Front -0) 2.5 7.0 1 17.5 0.32 0.25 Insect Screen (default) 50702 Window Front/N (Front -0) 5.0 7.0 1 35.0 0.32 0.25 Insect Screen (default) 26704 Window Front/N (Front -0) 2.5 7.0 1 17.5 0.32 0.25 Insect Screen (default) 3050 Window FronttN (Front -0) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30502 Window Fro UN_(Front-0)� 30'( Ft P P 5 0 t 1_ 15.0 0.32 0.25. Insect Screen (default) 30503 Window. J(Back/;sEBgck-�i 6 3.ObJ 0 1( I(1 )I 15.0 0.32 0.25 Insect Screen (default) 30504 Window ` �B 1 /S (Backt�`180 1_'-= 1 U3.e) 1 ✓5.0 1 1'S 0 0.32 0.25 Insect Screen (default) 30402 Window Baek/S BacK-180) 5 3.0 ` `4.01 D 1 12.0 0.32 0.25 Insect Screen (default) 2070 Window Back/S (Back -180) 2.0 7.0 1 14.0 0.32 0.25 Insect Screen (default) 4070 Window Back/S (Back -180) 4.0 7.0 1 28.0 0.32 0.25 Insect Screen (default) 20702 Window Back/S (Back -180) 2.0 7.0 1 1 14.0 0.32 0.25 Insect Screen (default) 3680 FR DR 2 Window Back/S (Back -180) 3.5 8.0 1 28.0 0.32 0.25 Insect Screen (default) 20703 Window Back/S (Back -180) 2.0 7.0 1 14.0 0.32 0.25 Insect Screen (default) 40702 Window Back/S (Back -180) 4.0 7.0 1 28.0 0.32 0.25 Insect Screen (default) 20704 Window Back/S (Back -180) 2.0 7.0 1 14.0 0.32 0.25 Insect Screen (default) 2868 FR DR Window Back/S (Back -180) 2.7 6.7 1 17.8 0.32 0.25 Insect Screen (default) 30403 Window Back/S (Back -180) 3.0 4.0 1 12.0 0.32 0.25 Insect Screen (default) 90610 FR DR Window Back/S (Back -180) 9.0 6.8 1 61.5 0.32 0.25 Insect Screen (default) 30505 Window Right/W (Right -270) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30506 Window Right/W (Right -270) 3.0 5.0 1 15.0 1 0.32 0.25 Insect Screen (default) 40162 Window Right/W (Right -270) 4.0 1.5 1 6.0 0.32 0.25 Insect Screen (default) 30507 Window Right/W (Right -270) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Registration Number: 217-P01020135oB-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-05232017-695 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Date/Time: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CFI R -PRF -01 Page 5 of 10 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Door Interior Wall 17.8 0.50 GarageCarpoor GWaIVE 128.0 1.00 GarageCarpoor 2 GWaIUE 72.0 1.00 SS lot C00%10ERTS. InA=w r;r ' 1114 -HERS - PROVmIDER Registration Number: 217-P01020135OB-000-000-0000000-0000 Registration DateMme: 2017-07-12 14:25:14 HERS Provider: CaICERTs inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 - Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Date/Time: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CF1 R -PRF -01 Page 6 of 10 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 5050 2 0 2 2 0 0 0 0 0 0 0 0 0 3040 2 0 2 2 0 0 0 0 0 0 0 0 0 4016 2 0 2 2 0 0 0 0 0 0 0 0 0 2670 2 0 2 2 0 0 0 0 0 0 0 0 0 5070 2 0 2 2 0 0 0 0 0 0 0 0 0 26702 2 0 2 2 0 0 0 0 0 0 0 0 0 3680 FR DR 8.5 "t 5.5 6.3 6.3 0 0 0 0 0 0 0 0 0 26703 2 t" 0 2 2 0 0 0 0 0 0 0 0 0 50702 2, t' 0 2 20 0 0 0 0 0 0 0 0 26704 2 0 - -:: 2- "'` 2 0 0 0 0 0 0 0 0 0 3050 ' 2 �0 f 2 'Dow rm0 0? 0# 0 0 0 0 0 0 30502 2 :' 0 2 44 A 0 0 A.0 0 0 0 0 0 30503 te 0 2 `2 &m-ol V If 0%,o$ 0 .9 *6-%w* 0 0 0 0 0 30504 2 H2F R2 C0 NJ I 0F) F oR 0 0 0 0 0 30402 6 0 6 6 0 0 0 0 0 0 0 0 0 2070 10 0 10 7.8 0 0 0 0 0 0 0 0 0 4070 10 0 10 9.8 0 0 0 0 0 0 0 0 0 20702 10 0 10 10 0 0 0 0 0 0 0 0 0 3680 FR DR 2 12 2 3.6 12 0 0 0 0 0 0 0 0 0 20703 2 0 2 2 0 0 0 0 0 0 0 0 0 40702 2 0 2 2 0 0 0 0 0 0 0 0 0 20704 2 0 2 2 0 0 0 0 0 0 0 0 0 2868 FR DR 6 1.3 6 6 0 0 0 0 0 0 0 0 0 30403 6 0 6 6 0 0 0 0 0 0 0 0 0 90610 FR DR 8.5 1.2 5.6 8.5 0 0 0 0 0 0 0 0 0 30505 2 0 2 2 0 0 0 0 0 0 0 0 0 30506 2 0 2 2 0 0 1 0 0 0 0 1 0 1 0 0 40162 2 0 2 2 0 0 1 0 0 0 0 1 0 1 0 0 Registration Number: 217-P010201350B-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-095 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Date/Time: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribd16x CF1 R -PRF -01 Page 7 of 10 30507 2 0 2 2 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 02 03 04 05 Total Cavity Winter Design Name Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers House 2885 232 None 0.8 No • Inside Finish: Gypsum Board _Garage_ 799 81 None 0 No • Cavity/ Frame: no insul. / 2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/ Frame: no insul. / 2x4 • Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) 3>' Cavity / Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofHouse Attic Roofs " :', Wood Framed Ceiling in. Q.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) Inside Finish: Gypsum Board Cavity / Frame: R-19 / 2x6 .. `- Sheathing/ Insulation: R4 Sheathing R-19+4 Wall Exterior Walls : *' Wood Framed Wall 2x6 @ 1,6 in: O.C. R 19 0A53 Exterior Finish: 3 Coat Stucco s' Ceilings (below ( Inside Finish: Gypsum Board Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic RB attic) Wood FramedrCeiling ..�x4 @ 24,in. Ow"C° R 3&--,) rtq�025 Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.067 Other Side Finish: Gypsum Board SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade House 2885 232 None 0.8 No GSlab _Garage_ 799 81 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — Registration Number: 217-P010201350B-000-000-0000000-0000 Registration DatelTime: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation DatefTime: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CFI R -PRF -01 Page 8 of 10 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Heat Pump; Heating and Cooling System Heat Pump System 1 i � � Heat Pump System 1 1 0 HVAC Fan 1 Air Distribution System 1 Tank Energy Cap 17 SEER Tank Insulation Heat Pump System 1 SplitHeatPump Tank Location or 12 Heater 42000 18 Number Volume Factor or Input R -value Standby Loss / Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Small Storage 1 40 0.62 EF 40,000 Btu/hr R-0 n/a n/a /n SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name System -11 Heat Pump; Heating and Cooling System Heat Pump System 1 i � � Heat Pump System 1 1 0 HVAC Fan 1 Air Distribution System 1 ".. - t°4 HVAC - HEAT PUMPS 01 02 �` X03` 04 OS t06 074 f08 09 10 11 Name System Type Number of& Units Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER Heat Pump System 1 SplitHeatPump 1 12 60000 42000 18 12.5 Not Zonal Single Speed Heat Pump System 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 6 Attic None Air Distribution System 1 -hers -dist Registration Number: 217-P010201350B-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-095 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Daterrime: 14:17, Wed, Jul 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark42.ribdl6x CF1R-PRF-01 Page 9 of 10 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 5.0 Not Required Not Required Not Required Not Required — HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01�? 01 02 03 Name f' Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan I.Y 14 Required 0.58 IAQ (Indoor Air Quality) FANS h 01�? }y 6 03_..... 1 04ggAOMOS 06 Dwelling Unit Nr IA FM.IA a �4[ t WattsICFM E ( IAQ Fari Type IAQ Recovery Effectiveness(/o) HERS Verification SFam IAQVentRpt 59 0.25§ Default— fj 0 Required Registration Number: 217-P01020135OB-000.000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-12 14:18:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Daniel & Courtney Webb Calculation Description: Title 24 Analysis Calculation DatefTime: 14:17, Wed, Jul 12, 2017 Input File Name: Clark42.ribdl6x CF1 R -PRF -01 Page 10 of 10 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: �orcna /VaUace Donna Wallace Company: Signature Date: Donna K. Wallace 2017-07-12 14:24:12 Address: CEA/HERS Certification Identification (If applicable): 399 E. 9th Ave. City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, underthe laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on"this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcementt_agen�cy for approval with_thip building permit application. Responsible Designer Name: s � Resncponsible Designer Signrature: Donald Clark. Company: S -PDate HE Designs By Signed: Donald J. Clark 20 7-07 12 14:25:1'4 Address: License: 121 Yellowstone Dr. City/State/Zip: Phone: Chico, CA 95973 530-345-8989 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-P010201350B-000-000-0000000-0000 Registration Date/Time: 2017-07-12 14:25:14 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-095 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-12 14:18:03 h 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. (Original 08/20161 Building Envelope Measures: § 110.6(a)l : Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per NFRC-400 or ASTM E283 or AAMAIWDMA/CSA 101/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a labsl meeting the requirements of § 10-111(a). § 110,6(b): Field fabricated exterior doors and fenestration products must use 1.1 -factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-13 for compliance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average LI -factor must not exceed 0.043. Minimum R-19 or weighted average Ll -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.' § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a 1.1 -factor of 0.102 or less (R-19 in 2x6 or LI -factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum Ll -factor.' § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(8)1; Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). § 150,0(8)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum Ll -factor of 0.58; or the weighted average Ll -factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.' § 150.0(e)1C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside cf the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exem t)e and pool and spa heaters.' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.' § 150.00)26: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0U12A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.00)36: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)1: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation SRCC or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-ccnditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)1: (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened, Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150,0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0 m 11 and Reference Residential Appendix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0 m 12. 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow a 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy 5 0.58 WICFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(0): - continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.' § 110,4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JAB High Efficacy Light Sources. To qualify as a JAB high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JAB. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1 E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k),* Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1G: with Reference Joint Appendix JAB. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JAB.' § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JAB compliant and must be marked with "JA8-2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5 • and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.' § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4,140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 wafts of ower as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9 130.0 130.1, 130.4 140.6 and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)l: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.1 0 b through § 110.10 e . § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)l: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service ane) • and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 1 10.10 c must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Daniel & Courtney Webb Date 7/12/2017 System Name System -1 Floor Area 2,885 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 996 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 60,000 23,857 8431 671 31,877 Total Output Btuh 60,000 0 Output Btuh/s ft 20.8 1,391 1,450 Cooling System 01 0 Output per System 60,000 0 0 0 0 Total Output Btuh 60,000 2,302 843 -2,302 Total Output Tons 5.01 1,391 1,450 Total Output Btuh/s ft 20.8 Total Output s ft/Ton 577.0 1 28,941 32,475 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 System -1 49,132 4,908 33,446 Airflow cfm/s ft 0.69 Airflow cfm/Ton 400.0 33,446 Outside Air N 0.0% Total Adjusted System Output 49,132 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 4,908 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22 OF Outside Air 0 cfm 69 OF 70 OF 115 OF 115 OF Heating Coil Supply Fan 2,000 cfm 114 o F -_.._-ROOM - .........................a 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 102/71°F Outside Air Ar 0 cfm 79/62°F 80/63°F 55/54°F 55/54°F -� Cooling Coil Supply Fan 56 154 OF 2,000 cfm 40.9% ROOMin 78/62°F I EnergyPro 7.1 by EnergySoft User Number. 4997 /D: Page 15 of 15 "Nn t �1'':f�ftsrlt'm Butte County Department of Development Services FORM NO 10�1�(IIlt0���1�1��INlN����l�l PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 D P C-12 Main Phone (530)538-7601 Fax(530)538-7785 aev[tof:+�.rNi sr:orhees www.butteawntv.neUdds SECTION A4.602 RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 1 iB1;Im COUNTY JUL13 2ota� iJEVa-0PMENT SERVICES 8/7- Xa?/,�- 9"OCIATES 7 VERIFICATIONS LEVELS ENFORCING AGENCY TO APPLICANT TO SELECT SPECIFY ELECTIVE MEASURES VERIFICATION METHOD Prerequisites and Installer FEATURE OR MEASURE 1 Enforcing or Third electives Agency Designer party ❑ ❑ ❑ Mandatory I Tier 1 Tier 2 All All All PLANNING AND DESIGN Site Selection,._,._' A4.103.1 A site which complies with at least one of the following characteristics is selected: 1. An infill site is selected. ❑ ❑ ❑ ❑ ❑ 2. A greyfield site is selected. ❑ ❑ ❑ ❑ ❑ 3. An EPA -recognized ❑ ❑ ❑ p ❑ Brownfield site is selected. A4.103.2 Facilitate community �� connectivity by one of the following methods: 1. Locate project within a 1A ❑ ❑ ❑ ❑ JW. -mile true walking distance of at least 4 basic services; TR Alg) 2. Locate project within h -mile ❑ ❑ ❑ ❑ A. ❑ true walking distance of at least 7 basic services; 3. Other methods increasing ❑ ❑ ❑ ❑ Q access to additional resources. SiteRreservafion A4.104.1 An indvidual with oversight responsibility for the project has participated in an educational program promoting ❑ ❑ ❑ ❑ ❑ environmentally friendly design or development and has provided training or instruction to appropriate entities. Deconstructiond Reuse of 3....:. f r Existin ;Materials A4.105.2 Existing buildings are disassembled for reuse or recycling of building materials. The proposed structure utilizes at ❑ ❑ ❑ ❑ ❑ least one of the following materials which can be easily reused: 1. Light fixtures 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 1 iB1;Im COUNTY JUL13 2ota� iJEVa-0PMENT SERVICES 8/7- Xa?/,�- 9"OCIATES 7 2. Plumbing fixtures 3. Doors and trim 4. Masonry 5. Electrical devices 6. Appliances 7. Foundations or portions of ❑ O ❑ ❑ ❑ foundations , ;:Site bevelo meet 4.106.2 A plan is developed and occupancy. implemented to manage storm 2. Site access is water drainage during accomplished by minimizing construction. the amount of cut and fill 4.106.3 Construction plans shall ❑ O O O needed to install access indicate how site grading or a roads and driveways. drainage system will manage all ( j 3. Underground construction surface water flows to keep water activities are coordinated to from entering buildings. utilize the same trench, A4.106.1 Reserved. ❑ O ❑ O O A4.106.2.1 Soil analysis is O q 0 ❑ _ _ performed by a licensed design and the soil is replaced using professional and the findings -D O ❑ D O utilized in the structural design of methods. the building. A4.106.2.3 Topsoil shall be A4.106.2.2 Soil disturbance and erosion are minimized by at least one of the following: 1. Natural drainage patterns are evaluated and erosion controls are implemented to ❑ O ❑ ❑ ❑ minimize erosion during , construction and after occupancy. 2. Site access is accomplished by minimizing the amount of cut and fill 0 ❑ O O O needed to install access roads and driveways. 3. Underground construction activities are coordinated to utilize the same trench, minimize the amount of time ❑ O q 0 ❑ the disturbed soil is exposed and the soil is replaced using accepted compaction methods. A4.106.2.3 Topsoil shall be protected or saved for reuse as ❑ O' O specified in this section. Tier 1. Displaced topsoil shall be stockpiled for reuse in a designated area and covered or protected from erosion. Tier 2. The construction area .Ox' shall be identified and 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2 � h \ ti delineated by fencing or flagging to limit construction activity to the construction area. A4.106.3 Postconstruction landscape designs accomplish one or more of the following: 1. Areas disrupted during ❑ ❑ G O• O construction are restored to be consistent with native vegetation species and patterns. , 2. Limit turf areas to the greatest extent possible. a. Not more than 50 percent❑ C7 O O for Tier 1. b. Not more than 25 percent ❑ 01 ❑ ❑ for Tier 2. 3. Utilize at least 75 percent ❑ p 0; O O native California or drought tolerant plant and tree species appropriate for the i climate zone region. 4. Hydrozoning irrigation ❑ ❑ Q O O techniques are incorporated into the landscape design. A4.106.4 Permeable paving is utilized for the parking, walking or patio surfaces in compliance with the following: Tier 1. Not less than 20 02 O' O O percent of the total parking, walking or patio surfaces shall . be permeable. Tier 2. Not less than 30 ®= 01 O O percent of the total parking, walking or patio surfaces shall be permeable. A4.106.5 Roofing materials shall have a minimum 3 -year aged solar reflectance and thermal emittance or a minimum Solar Reflectance Index (SRI) equal to or greater than the values specified in Tables A4.106.5.1(1) and A4.106.5.1(2) for low-rise residential buildings and Tables A4.106.5.1(3) and A4.106.5.1(4) for high rise residential buildings. Low-rise Residential Tier 1 roof covering shall meet or exceed the values contained in Table A4.106.5.1(1). 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 3 Tier 2 roof covering shall meet or exceed the values contained in Table A4.106.5.1(2). High-rise Residential, Hotels and Motels Tier 1 roof covering shall ` meet or exceed the values contained in Table Ox k A4.106.5.1(3). Tier 2 roof covering shall meet or exceed the values nX contained in Table A4.106.5.1(4). A4.106.6 Install a vegetated roof for at least 50 percent of the roof area. Vegetated roofs shall comply with requirements O O O 0 O for roof gardens and landscaped roofs in the California Building Code, Chapters 15 and 16. A4.106.7 Reduce nonroof heat islands for 50 percent of sidewalks, patios, driveways or ❑ ❑ O O ❑ other paved areas by using one or more of the methods listed. ' A4.106.8 Provide capability for the installation of electrical vehicle supply equipment in O ❑ O ❑ ❑ single-family and multifamily structures. A4.106.9 Provide bicycle O 0- ❑ parking facilities as noted below or meet a local ordinance, ' whichever is more stringent. Number of bicycle parking spaces may be reduced, as approved by the enforcing agency, due to building site characteristics, including but not limited to, isolation from other development. 1 -Provide short-term bicycle ❑ ❑ O ❑ ❑ parking, per Section A4.106.9.1. 2. Provide long-term bicycle ❑ ❑ O ❑ ❑ parking for multifamly buildings, per Section A4.106.9.2. 3. Provide long-term bicycle ❑ ❑ O O ❑ parking for hotel and motel - buildings, per Section A4.106.9.3. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 4 A4.106.10 [HR] Outdoor ` Environmental Conditions ' A4.107.1 Items in this section are lighting systems shall be necessary to address innovative concepts or local environmental designed and installed to conditions. h Item 1 -0 O O ❑ 0 0. comply with:. T 04 . `; +_ ❑: ❑. 0 ❑ ❑ ❑ 'Energy Efficiency., 1. The minimum requirements General 4.201.1 Building meets or exceeds t • Yr. in the California Energy Code , the requirements of the California - for Lighting Zones 1-4; and "S Building Energy Efficiency H] : a OF. 0 ,` 2. Backlight, Uplight and i • 3 r ., . , Glare (BUG) ratings as y ` " - X ' • defined in IES TM -15-11; and _ r -.0 p•., '. ❑ O . ❑ 3. Allowable BUG ratings not ` .: exceeding those shown in Rating for the Proposed Design ', Table A4.106.10; or Building is included in the , •� , ., ' 0' - Comply with a lawfully enacted Certificate of Compliance , local ordinance, whichever is documentation. - more stringent. A4.203.1.1.2 QII procedures gip. ❑ ❑ 1 O 0 ' Innovative Concepts and Local . Environmental Conditions ' A4.107.1 Items in this section are necessary to address innovative concepts or local environmental t conditions. h Item 1 -0 O O ❑ 0 0. Item 2 ❑ ❑ 0 1 ❑ 0-- 04 . Item 3 +_ ❑: ❑. 0 ❑ ❑ ❑ 'Energy Efficiency., General 4.201.1 Building meets or exceeds t • Yr. the requirements of the California - Building Energy Efficiency H] : a OF. 0 ,` O 0. 3 -Standards X ' Performance Approach for , • w ' ' x Newly Constructed • , •- Buildings t A4.203.1.1.1 An Energy Design .: Rating for the Proposed Design Building is included in the 0' ❑ O Certificate of Compliance , documentation. - A4.203.1.1.2 QII procedures specified in the Building Energy ` Efficiency Standards Reference ' p' ' .� .-Yp= . O O O Residential Appendix RA3.5 are �•. _ , `. completed. ' A4.203.1.1.3 All permanently " installed lighting is high efficiency.• ❑ O O' and has required controls. •. " rS A4.203.1.2.1 The Energy Budget = ,is no greater than 85 percent of the r • 0-O ' Title 24, Part 6, Energy Budget for. the'Pro osed Design Building. A4.203.1.2.2 The Energy Budget 0: 0 0 is no- reaterthan 70 percent of the .. " h t Title 24, Part 6, Energy Budget for - r ' - Indoor Water Use 4.303.1 Plumbing fixtures (water. f the Proposed Design Building.'' • - O S closets and urinals) and fittings', Performance Approach for - -Additions and Alterations _ A4.204.1.1.1 All newly installed, (faucets and showerheads)• ' 4: • permanently installed lighting is rr i�1 01 0 high efficacy and has required shall comply with the prescriptive r controls. ` r 1 •A4.204.1.2.1 When one and only 4.303.1.1 through 4.303.1.4.4. , •one mechanical system is added 4.303.2 Plumbing fixtures and 'O c. �• O Title 24, Part 6, Energy Budget for - r ' - Indoor Water Use 4.303.1 Plumbing fixtures (water. f the Proposed Design Building.'' , - O O. closets and urinals) and fittings', Performance Approach for - -Additions and Alterations _ A4.204.1.1.1 All newly installed, (faucets and showerheads)• ' - permanently installed lighting is rr 01 0 high efficacy and has required shall comply with the prescriptive r Title 24, Part 6, Energy Budget for - CONSERVATION ' - Indoor Water Use 4.303.1 Plumbing fixtures (water. f the Proposed Design Building.'' , - O O. closets and urinals) and fittings', Performance Approach for - -Additions and Alterations _ A4.204.1.1.1 All newly installed, (faucets and showerheads)• ' - permanently installed lighting is rr 01 0 high efficacy and has required shall comply with the prescriptive r controls. ` r 1 •A4.204.1.2.1 When one and only 4.303.1.1 through 4.303.1.4.4. , •one mechanical system is added 4.303.2 Plumbing fixtures and 'O = �• O or modified, the Energy Budget is fittings required in Section 4.303.1 a r • no greater than 95 percent of the shall.be installed in accordance Title 24, Part 6, Energy Budget for with the California Plumbing . the Proposed Design Building. `_ , ®- 0 O O When two or more mechanical ,. applicable referenced standards. . systems are added or modified, the A4.303.1 Kitchen faucets. The - Energy Budget is no greater than maximum flow rate of kitchen `'• 90 percent of the Title 24, Part 6, fadcets shall not exceed 1.50 T 0 - Energy Budget for the Proposed gallons per minute at 60 psi. Design Building.r 'Kitchen faucets may temporarily ' i A4.204.1.2.2 When one and only one mechanical system is added r or modified, the Energy Budget is. no greater than 90 percent of the Title 24, Part 6, Energy Budget for the Proposed Design Building. • �z O D ' When two or more mechanical i systems are added or modified, the Energy Budget is no greater than 85 percent of the Title 24, Part 6; - Energy Budget forthe Proposed: r Design Building. ti.,, • - - n j z r WATER EFFICIENCY AND - CONSERVATION ' - Indoor Water Use 4.303.1 Plumbing fixtures (water. f , O O O. closets and urinals) and fittings', WATER EFFICIENCY AND - CONSERVATION ' - Indoor Water Use 4.303.1 Plumbing fixtures (water. f O O O. closets and urinals) and fittings', (faucets and showerheads)• - ,installed in residential buildings 'r , shall comply with the prescriptive ' r requirements , of - Sections. r ' 4.303.1.1 through 4.303.1.4.4. , 4.303.2 Plumbing fixtures and 'O r 0 O 0 . fittings required in Section 4.303.1 • shall.be installed in accordance with the California Plumbing Code, and shall meet the. applicable referenced standards. A4.303.1 Kitchen faucets. The - maximum flow rate of kitchen fadcets shall not exceed 1.50 0 0 p ` gallons per minute at 60 psi. 'Kitchen faucets may temporarily 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE r 6 ' . y f a 'r r • N .' i 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE r 6 ' . y increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.5 gallons per minute at 60 psi. Note: Where complying faucets are available, aerators or other means may be used to achieve reduction. A4.303.2 Alternate water source for nonpotable applications. Alternate nonpotable water sources are used for indoor ❑ ❑ ❑ O ❑ potable water reduction. Alternate nonpotable water sources shall be installed in accordance with the California Plumbing Code. A4.303.3 Appliances. Dishwashers and clothes washers in residential buildings shall comply with the following: Install at least one qualified ENERGY STAR appliance with maximum water use as follows: 1. Standard Dishwashers - 4.25 gallons per cycle. 0 0 0 0 0 2. Compact Dishwashers - 3.5 gallons per cycle. O .❑ 0 O ❑ 3. Clothes Washers - water factor of 6 gallons per cubic feet of drum capacity.. ❑ O O O O A4.303.4 Nonwater supplied urinals or waterless toilets are 0, 0. 0 0 0 installed. Outdoor Water Use 4.304.1 Automatic irrigation systems controllers installed at the time of final inspection shall p 0 ❑ ❑ be weather or soil moisture -based. A4.304.1 Install a low-water consumption irrigation system O 0 ❑ ❑ 0 which minimizes the use of spray type heads. A4.304.2 A rainwater capture, storage and re -use system is O 0 0 O ❑ designed and installed. A4.304.3 A water budget shall be developed for landscape p' ®? 0 0 0 irrigation. A4.304.4 Provide water efficient landscape irrigation design that 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE All All All ❑ ❑ 7 reduces the use of potable water. + '; Tier 1. Does not exceed 65 px ' percent of ETo times the landscape area. Tier 2. Does not exceed 60 .; p' percent of ETo times the landscape area. A4.304.5 A landscape design is ❑ .. 0 O. O O installed which does not utilize + ` potable water. ' A304.6 For new water service ❑ ❑ p " O �•; O connections, landscaped irrigated areas more than 2,500 square - �,• ' feet shall be provided with ' separate submeters or metering devices for outdoor potable water �' .• i use. WATER REUSE SYSTEMS A4.305.1 Piping is installed to O O O • 0 t O, permit future use of a graywater _. irrigation system served by the Y t clothes washer or other fixtures. { ' A4.305.2 Recycled water piping is ❑ , =.❑ 10 0' 0 installed. A4.305.3 Recycled water is used . ❑ p O O 0 for landscape irrigation. Innovative Concepts and Local Environmental Conditions -A4.306.1 Items in this section are necessary to address innovative concepts or local environmental conditions. ` Item 1 ❑ 0 O O 0 0 Item 2 ❑ 0- 0 0 O 0 Item 3%. 0 0 O- 0 _0 O MATERIAL CONSERVATION t ; AND i - 'RESOURCE EFFICIENCY Foundation Systems A4.403.1 A Frost -protected .Shallow Foundation (FPSF) is ❑ •.❑ 0 O 0 designed and constructed. A4.403.2 Cement use in , • 0 0, ., O - foundation mix design is reduced. Tier 1. Not less than a 20 percent reduction in cement , use. Tier 2. Not less than a 25 percent reduction in cement ' ,use. Efficient Framing Techniques A4.404.1 Beams and headers and trimmers are the minimum- size to adequately support the (7 0 O O ` O .load. r .. ' . ♦ i• 4 -1. 1. - 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE,; 8 A4.404.2 Building dimensions and layouts are designed to minimize waste. O, ❑ j' O ❑ O A4.404.3 Use premanufactured ❑ ❑ following building materials, that building systems to eliminate solid ❑ ❑ ❑ ❑ 0 sawn lumber whenever possible. resources for finishing are used: A4.404.4 Material lists are 1. Exterior trim not requiring included in the plans which ❑ ❑ 0 ❑ ❑ specify material quantity and . 2. Windows not requiring paint provide direction for on-site cuts. or stain Material Sources A4.405.1 One or more of the ❑ O ❑ ❑ ❑ following building materials, that do not require additional resources for finishing are used: 1. Exterior trim not requiring paint or stain 2. Windows not requiring paint or stain 3. Siding or exterior wall coverings which do not require paint or stain A4.405.2 Floors that do not require additional coverings are -used including but not limited to ❑ O ❑ ❑ ❑ stained, natural or stamped concrete floors. A4.405.3 Postconsumer or ❑ ❑ ❑' preconsumer recycled content value (RCV) materials are used on the project. Tier 1. Not less than a 10 -percent recycled content p` value. Tier 2. Not less than a 15 -percent recycled content value. A4.405.4 Renewable source ❑ O ❑ ❑ ❑ building products are used. Enhanced Durability and Reduced Maintenance 4.406.1 Annular spaces around p ❑ ❑ ❑ pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Water Resistance and Moisture Management A4.407.1 Install foundation and ❑ ❑ ❑ ❑ I ❑ I landscape drains. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 9 A4.407.2 Install gutter and 4.408.1 Recycle and/or savage for p ❑ downspout systems to route ❑ reuse a minimum of 50 percent of _water at least 5 feet away from the nonhazardous construction the foundation or connect to ❑ ❑ ❑ ❑ ❑ landscape drains which discharge accordance with one of the to a dry well, sump, bioswale, following: rainwater capture system or other 1.\Comply with a more stringent approved on-site location. local construction and demolition A4.407.3 Provide flashing details waste management ordinance; on the building plans and comply ❑ ❑ 0 ❑ O with accepted industry standards 2. A construction waste or manufacturer's instructions. management plan, per Section A4.407.4 Protect building 4.408.2; or materials delivered to the ❑ ❑ ❑ ❑ ❑ construction site from rain and company, per Section 4.408.3; other sources of moisture. or A4.407.5 In Climate Zone 16 an 4.The waste stream reduction ice/water barrier is installed at ❑ ❑ ❑ ❑ ❑ roof valleys, eaves and wall to A4.408.1 Construction waste roof intersections. generated at the site is diverted to A4.407.6 Exterior doors to the recycle or salvage in compliance dwelling are protected to prevent ❑ ❑ ❑ ❑ O water intrusion. 1. Tier 1 at least a 65 percent px z' ❑ A4.407.7 A permanent overhang ❑ ' reduction. or awning at least 2 feet in depth p ❑ ' ❑ ❑ ❑, is provided. ❑ Construction Waste Reduction, Disposal and Recycling 4.408.1 Recycle and/or savage for p ❑ ❑ ❑ reuse a minimum of 50 percent of the nonhazardous construction and demolition waste in accordance with one of the following: 1.\Comply with a more stringent local construction and demolition waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4.The waste stream reduction alternative, per Section 4.408.4. A4.408.1 Construction waste generated at the site is diverted to recycle or salvage in compliance with one of the following: 1. Tier 1 at least a 65 percent px z' ❑ ❑ ❑ ' reduction. 2. Tier 2 at least a 75 percent 02 ❑ ❑ ❑ 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 10 reduction. ' ' • '' > - Exception: Equivalent waste reduction methods are developed by working with . . local agencies. Building Maintenance and Operation 4.410.1 An operation and , maintenance manual shall be provided to the building occupant or owner. - + Innovative Concepts and Local: Environmental Conditions ? ` A4.411.1 Items in this section are " necessary to address innovative concepts or local environmental conditions. - Y Item 1_ O O O' O O O Item 2 O %0 1 0 1 -0 0' 0 ,. Item 3 O O O i '-0 ❑ • 0 ENVIRONMENTAL QUALITY Fire laces 4.503.1 Any installed gas fireplace r ' shall be a direct -vent, ? ", .. .• . sealed -combustion type. Any . installed woodstove or pellet stove • shall comply with US EPA Phase II px - ' * 0 O O emission limits where applicable. Woodstoves, pellet stoves and ,fireplaces shall also comply with applicable local ordinances. Pollutant Control 4.504.1 Duct openings and other related air distribution component �. openings shall be covered during O O O construction. 4.504.2.1 Adhesives, sealants and e caulks shall be compliant with VOC O O ' and other toxic compound limits. 4.504.2.2 Paints, stains and other K f coatings shall be compliant'with+ * `p' t -• O - D O VOC limits. .•. 4.504.2.3 Aerosol paints and . coatings shall be compliant with product weighted MIR limits for 0 O ROC and other toxic compounds. ' •_ . 4.504.2.4 Documentation shall be ,. w provided to verify that compliant VOC limit finish materials have . ' ,0 O • O been used. ` 4.504.3 Carpet and carpet • systems shall be compliant with . • { ❑x O O O VOC limits. • 4.504.4 80 percent of floor area 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE .- f r° ti receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database or be certified under the Resilient Floor Covering Institute (RFCI) FloorScore program-, or meet California Dept. of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1. 1, February 2010 (also known as Specification 01350. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in . ❑ ❑ ❑ interior finish systems shall comply with low formaldehyde emission standards. A4.504.1 Use composite wood - products made with either California Air Resources Board approved no -added ❑ ❑ ❑ ❑ ❑ formaldehyde (NAF) resins or ultra=low emitting formaldehyde ULEF resins. A4.504.2 Install VOC compliant ❑' ❑ ❑ n resilient flooring systems. Tier 1. At least 90 percent of the resilient flooring installed p shall comply. Tier 2. At least 100 percent of the resilient flooring installed shall comply. com I . A4.504.3 Thermal insulation ❑ ❑ ❑ installed in the building shall meet the following requirements: Tier 1. Install thermal insulation ®= in compliance with the VOC-emission limits defined in Collaborative for High Performance Schools (CHPS) Low -emitting Materials List. Tier 2. Install insulation which p' - contains No -Added Formaldehyde (NAF) and is in compliance with the VOC-emission limits defined in Collaborative for High Performance Schools (CHPS) Low -emitting Materials List. Interior Moisture Control.,* 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 12 0 4.505.2 Vapor retarder and ' ' •w capillary break is installed at , p • r p:. O O O 4.505.2 Vapor retarder and ' 4.507.1 Reserved. capillary break is installed at , p 4.507.2. Duct systems are sized, p:. O O O slab -on -grade foundations. ❑ ^ w" • • 4.505.3 Moisture content of , r • ;, building materials used in wall �' x methods: ❑ ❑ ❑ and floor framing is checked ' 1. Establish heat loss and heat before enclosure. '• gain values according to - Indoor. Air Quality and Exhaust 4.506.1 Return air filters with a value greater than MERV 6 shall be installed on HVAC systems. ❑ �. ❑ ❑ Pressure drop across the filter - ry' '' ' shall not exceed 0.1 inches water •. •: y column. e:r A4.506.2 [HR] Provide filters on _ return air openings rated MERV 6 or higher during construction * Of yf '❑ -p `' O• .. ` ❑, when it is necessary to use 'Reserved= Innovative Concepts and Local Environmental Conditions HVAC equipment. A4.506.3 Direct -vent appliances shall be used when equipment is located in conditioned space; or .O _, 0, ❑ s ❑ O,, the equipment must be installed r❑ O O O O, . in an isolated mechanical room• 0 ` , "O, O O Environmental Comfort ' 4.507.1 Reserved. 4.507.2. Duct systems are sized, p:. t - ❑ ❑ ❑ designed, and equipment is • • , selected using the following r • ;, Environmental Comfort ' 4.507.1 Reserved. 4.507.2. Duct systems are sized, p:. t - ❑ ❑ ❑ designed, and equipment is • • , selected using the following ; ,;• ;, methods: ' 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2004 or equivalent. 2. Size duct'systems according to ANSI/ACCA 1 Manual D-2009 or equivalent. y 3.S elect heating and cooling e:r equipment according to _ ANSI/ACCA 3 Manual S-2004 or equivalent. Outdoor. Air, Quality. 'Reserved= Innovative Concepts and Local Environmental Conditions A4.509.1 Items in this section are necessary to address innovative concepts or local environmental conditions. t r❑ O O O O, . Item 2'0 0 ` , "O, O O Item 3,- 0 0 0 0 0. Installer and Special Inspector Qualifications �• 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE r 13 t Qualifications 702.1 HVAC system installers are trained and certified in the proper p O O O installation of HVAC systems. 702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate ® 01 O O competence in the discipline they are inspecting. Verifications 703.1 Verification of compliance with this code may include construction documents, plans, specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. h 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 14 BUTTE COUNTY BUILDING DIVISION Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 999MVED (530) 378-6800 (530) 365 j ,O0 fM017 Trusses & Pre Manufactured Wall Panels systplus@systplus.com JW.fPV9r'dbXS BUTTE couNTY INSPECTION AGENCY Timber Products Inspection, Inc. JUN 16 2011 105 S.E. 124`h Avenue Vancouver, WA 98684 DEVELOPMENT Tel: (360) 449-3138 SERVICES Fax: (360) 449-3953 ,817-191 S *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * MiTek.` Systems ICC ES Report ESR -1311 & ESR 1988 [AS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303,4.2 IBC/IRC 2012 SECTIONS (2303.4/R802.1 Oroof/R502.1 1 floor) TRUSS ENGINEERING LAYOUT YES 0 NO [1Standard Truss Detail Title Detail # = Included Gable End 85 Wind B I Gable End 1 10 Wind B 1 A Gable End 110 Wind C IB ✓ Hat Truss over 6/12 2 Hat Truss under 6/12 2B Web Bracing Details 3 ✓ Valley Fill Frames Open Face Jacks 4 _ 5 ✓ _ _ ✓ Toe nail 6 ✓ Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 DbI T/C Notching 9 HVAC 10 Truss Data 11 ✓ Purlin Gable 12 ✓ BCSI at BCSI-Bl Summary Sheet at wwwsbcindustr •.com www•.sbcindustry.com FED Plus Job Number 0517647 FOR CO- MP�- 6/5/17 Date Revisions) 20V Customer Webb PERMIT# til?- lzt S SSQCI� FES O 6U1 IL COUNTY DEVELOPMENT SERVICES Project Res REVIEWED FOR N CODE CaMPLIAN Location Chico CE BY 1 , PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-BI SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE VIN. AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES r SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF .EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B I SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE I-RUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE. AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (Mll/SAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY, AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-Bl SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. DETAIL FOR CDMMON'AND'END JACKS MWO"C - 8 40PSF 3/30/2004 PAGE 1 MAX LOADING (psi) ACING 2-0-0 BRACING MITek Industries, Inc. •0 TCLL 14.0 OEbs crease 1.15 Western Divislon TCDL t4.o rIJ81p er ncrease t.1s TOP CHORD Sheathed. BCLL 0.o Stress Incr YES BOT CHORD Rigid calling directly applied. BCDL 1010 MINIMUM LUMBER SIZE AND GRADE - TOP CHORD 2 X 4 SPF 145OF 1.3E LENGTH OF EXTENSION BOT CHORD 2 X-4 SPF 145OF 1.3E AS DESIGN REQ'D 20'-0" MAX SPLICE:CAN EITHER'BE 3X8 MT -20 PLATES OR 2z, LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBERAS TOP CHORD ATTACH TO ONE FACE WI (.131"X3.0" Mltd) NAILS �\3" O.C. 2 ROWS NOTE: ' TOP CHORD PITCH: 3/12-8/12 / BOTTOM CHORD PITCH: 0/12-4/92 \ // PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. \ SPACING= 24" O.C. SUPPORT AND CONNECT(N BY OTHERS OR 2-16d COMMON WIRE (0.162.01A. X 3.5") LGT TOE NAILS SUPPORTS SHALL BE PROVIDED 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 led COMMON WIRE (0.162"DIA. X 3.5" LOT) TOE NAILS 3x4 - 1, 2-0-( ExT. • z•0-( ? a CONN. WQ 16d COMMON WIRE (01k"DIR X 3.5" LGT) TOE NAILS s 6.0.0 - - -- EXT. 2-o-0 ` 4.0.0 EXT. EXT. 2-0.0 20-0�.. ' YY CONN W/3 16d COMMON WIRE (0.1aTILA. X 3.5" LOT) TOE NAILS BOTTOM CHORD:LENGTH MAY BE X-0"` 851 3X4 = OR A BEARING BLOCK CONN: W260\1'COMMON WIRE(0.167'DIA. X,3.b') LGT TOE NAILS OR BEE DETAIL MII1SAC-7 FOR 2.0 0 PRESSUREBLOCKING INFO, I' NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. a SEP 0 1 2015 Q , t9ARA0Mi • VBr(fir datr(gn pesramatars and READ NOTES ON TWSAND DVCLU'DED tQr=RSMWNCB PAOE ?=-7473 BEFORE USE, 1177 Greenback Lane 0eiign valid for use any with Mlrek connectors this design b based only upon parameters shown• and b for an Individual Wilding component. Suite 109 APpicablify of design paron+enlers and proper Incorpwallon of component Is respondk:10ly of building designer • not truss designer. Bracing shown -Citrus Heights, CA, 958nil Is lar lateral support of Individual web members any. Additional lemparary bracing to Insure slabilly during construction b the responsibility of the err for. Additional permanent bracing of the ovemn structure b the responsibility of the building designer. For general guidance regarding _ fabrication. quality conlTol sloroge, daBvery, eree:llon and bracing. consult ANS((RPII Ouatiy Criteria, 13511.69 and SC311 Building Component M Safety information available from Truss Pbto institute. 563 D'Onofdo Drive, h6odbon, M 53719. JANUARY 6, 2017 1 Standard Gable End Detail �,roo(R) Welk USA, Inc. Yam= O IMM1f�C1mY , ry OU00 �•o•i Typical x4 L -Brace Nailed To 2x_ Verttcals WHOd NaAs spaced 6" o.c. `Vertical 8 SECTION B -B// 1RUS9 OQOFdETRY AND SHOWN ARE FOR 0.1UBTMTION ONLY, Vertical Stud (4)- 18d Naft MI l-GE140-001 Mrrek USA, Inc Page t D led Nav r Spend 6" o.c. Stud or d� 2x4 Not of better \Typical HortzoHal Brace NMIMToL Voftals ud w44}tOd Naps 12 Q Varies to Common Truss PRO%E 2x4 BLOCKING BETWEEN THE FIRST p TWOTRtS AS NOTED. TOENAIL BLOCKING SEE INDIVIDUAL MITEK ENGINEERING TO TRUSSES WITH (2)- 10d NAILS AT EACH END. DRAVVINGS FOR DESIGN CRITERIA ATTACH DIAGONAL BRACE TO:BLOCKING WITH (6)- 1od NAILS. 11e11r 3x4 c (4) - 8d (0.131' X 2.6") NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD D /SPF BLOCK c k -Diagonal Bracing * .L4ernrmgRWW Roof Sheathing Refer to Section A -A to Section B•B - 24` Max 1r (2)-tod x Mex NOTE:(2) -10d NAILS I. MINIMUM GRADE OF 02 MATERIAL IN THE TOP AND BOTTOM CHORD$. _ Z CONNECTION BETVrEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROMOM BY PROJECT ENGINEER OR ARCHITECT. 3. FRCA IB FOR INDIVIDUAL TRUSS ONLY. CONSULT BLOC. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. `L- BRACES SPECIFIED ARE TO BE FULL LENGTH GRADES; 10 $RD OR 2x4 STUD OR BETTER WITH ONE ROWOF 10d NAILS SPACED 6" O.G 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF 6. CONSTRUCT HORIZONTAL BRACE CONNECTING 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED r O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD, ATTACH TO VERTICAL STUDSW TH (4) 10d NAILS THROUGH 20. (REFER TO SECTION AA) 7, GABLE STUD DEFLECTION MEETS'OR EXCEEDS W40. 8. THIS OETA4- DOES NOT APPLY TO STRUCTURAL GABLES. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. - 10 NAILS DESIGNATED 10d ARE (0.181••X 31 AND NAILS DESIGNATED 160 ARE (0131` X 9.5) Diag. Brace at 1/3 points if needed End Wall Diagonal braces over W-3" require a 2x4 T-Bmw stmched. to are edge. Diagonal braces over 12'4" require 2x4'1-brecas attached to both edges, Fasten T and I brace9'to narrow edge of web whh 104 nobs 0" o.c., With 3' minimum mrd distance. Brace must cover 90%d diagonal length. X Truss s @ 24" o.c. // 2x6 DIAGONAL BRACE SPACED 4B• O.C. NAILS RAND ATTACHED WITH (4) •10d TO BLOCKING WTH (5) • 10d NAILS. HORIZONTALBRACE (SEE SECTION A-4) i i ) 2 DIAGONAL I Minimum Stud Without taut 2x4 DIAGONAL BRACES AT Stud Size Spacing ! Brace L Brace L Breca BRACE '15 POINTS Species-- and Grade Maximum Stud Length ' 2x4 DF/SPF S%VSlud i 12" O.C. 1 3-10-1 3.11-7 1 I55-7-2 7-8-2 1 11-64 2x4 OFISPF'SMlSurd 16" O.C. 13.3.14 9.5.1 x10=2 I 67.13 _ 611-11' 2x4DFISPF SkHStud 24"O.C. 2.8-9 2-9� 3-11.7 5-5-2 8-1.12 Diagonal braces over W-3" require a 2x4 T-Bmw stmched. to are edge. Diagonal braces over 12'4" require 2x4'1-brecas attached to both edges, Fasten T and I brace9'to narrow edge of web whh 104 nobs 0" o.c., With 3' minimum mrd distance. Brace must cover 90%d diagonal length. X Truss s @ 24" o.c. // 2x6 DIAGONAL BRACE SPACED 4B• O.C. NAILS RAND ATTACHED WITH (4) •10d TO BLOCKING WTH (5) • 10d NAILS. HORIZONTALBRACE (SEE SECTION A-4) i i a JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST -TOENAIL -S!" �QQ OtVlTek USA, Ino. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER 0 00o AND MUST HAVE FULL WOOD SUPPORT. (NAIL -MUST BE DRIVEN THROUGH AND Q EXIT AT THE SACK CORNER THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. tVlt7ek USA Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW (2x3, 2x4) 2 NAILS 324)ILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, NEAR SIDE • NEAR SIDF_ EXAMPLE: (3) -16d NAILS (.162" diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib/nall) X 1,15 (DOL) Q 291.51b Maximum Capacity ANGLE MAY VARY FROM 30* TO 60° 45,00* ANGLE MAY VARY FROM 30° TO 60* 45.00° ANGLE MAY VARY FROM 30 ° TO 60* 45.00" tz•._rNI?" V_. jy,in.-'mr•n.:arr::;c::r,. Q»':nr5.5.?: Jf1:.:L':EC, ;: i!i:':'C!:y.iiC3'P:Srir':`!ii!.7.<p(:C>F'7 i` _....... - ....... ,._,...... Deesign voild for use only Wlth Wait connectors. This design, Is based only upon porameters shown, and is for an indivlduoi oullci tgcomponent Appllcabily of design paromenten and proper fncorporosion of component IsresponsibNty of building designer • not truss designer• Brading shown Is for taterol support of IndMdual web members only AddBlonal temporary bracing to Insure stability dining construction is the resoonslb9Bly of the F ' erecior. Additional permanent'brochsg of the overall structure is the responslbtSy of the bullci g designer. For general guidance regorcrng -- - — __ •= fabrication. quollty eontrd, staroga, deMery. erection and bracing. consult ANSI/TPI1 Quality Criteria, DSB•89 and SCSII Building Component >77> Greanbatl: ln. 3uheA 109 Safety fntormation rna8abta hem Tans Plate extitute, 593 D'Onoftio Drive. Modhon, WI 59719. cu",o ue�,.r� rn a°arn TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nall) DIAM. SYP DF HF SPF SPF -S C7 .131 8810 80.6 69.9 6&4 59.7 O .185 93.5 85.6 74.2 72.6 63.4 J 6 .162 1 108:8 99.6 86,4 84.5 73.8 ri (9 a 128 74.2 67.9 6 57.6 50.3 31 75.9 69.5 60.3 59.0 51.1 .146 81.4 74.5 64.6 632 52.5 of THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW (2x3, 2x4) 2 NAILS 324)ILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, NEAR SIDE • NEAR SIDF_ EXAMPLE: (3) -16d NAILS (.162" diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib/nall) X 1,15 (DOL) Q 291.51b Maximum Capacity ANGLE MAY VARY FROM 30* TO 60° 45,00* ANGLE MAY VARY FROM 30° TO 60* 45.00° ANGLE MAY VARY FROM 30 ° TO 60* 45.00" tz•._rNI?" V_. jy,in.-'mr•n.:arr::;c::r,. Q»':nr5.5.?: Jf1:.:L':EC, ;: i!i:':'C!:y.iiC3'P:Srir':`!ii!.7.<p(:C>F'7 i` _....... - ....... ,._,...... Deesign voild for use only Wlth Wait connectors. This design, Is based only upon porameters shown, and is for an indivlduoi oullci tgcomponent Appllcabily of design paromenten and proper fncorporosion of component IsresponsibNty of building designer • not truss designer• Brading shown Is for taterol support of IndMdual web members only AddBlonal temporary bracing to Insure stability dining construction is the resoonslb9Bly of the F ' erecior. Additional permanent'brochsg of the overall structure is the responslbtSy of the bullci g designer. For general guidance regorcrng -- - — __ •= fabrication. quollty eontrd, staroga, deMery. erection and bracing. consult ANSI/TPI1 Quality Criteria, DSB•89 and SCSII Building Component >77> Greanbatl: ln. 3uheA 109 Safety fntormation rna8abta hem Tans Plate extitute, 593 D'Onoftio Drive. Modhon, WI 59719. cu",o ue�,.r� rn a°arn It AUGUST 1, 2016 CONVENTIONAL VALLEY FRAMING DETAIL Mil-VALLEY1 a�1a1a 0 00 ata MITek USA, Inc. A.MITrt Amerlr MITek USA, Inc, RIDGE BOARD GABLE ENO, COMMON TRUSS SEE NOTE 08) OR GIRDER TRUSS N s ' T LJ11V OCt� I tVIV TRUSS MUST BE SHEATHED NOTE: n , 1. WITH BASE TRUSSES ERECTED (NSTALLEO), APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE)TRUSSES. LIVE LOAD - 30 PSF (MAX) r 3. DEFINE VALLEY RIDGE BY RUNNING ALEVEL MING FROM THE INTERSECTINGRIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END. @J GIRDER TRUSS OR Io.)'COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MWFRS) u Ii II 4. INSTALL -2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 180 (0.13t' X 3•5-) NAILS. 5. SET 2 x 8 02 RIDGE BCM;RD. SUPPORT WITH 2 x 4 POSTS SPACED 48` O.C.. BEVE.BOTTOM OF � nQ•• • -';'L. 1 ri i 'i Y ,�•.�,..� < - B. FRAME VALLEY RAFTERS FROM'VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RA-7ER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE '� ` `'� f' "'`' `'�' � • ' '' BEAM WITH (3 ) 1&1(0.131- X 3.6'1 TOE-NAILS.(�` � FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 18d X 3.6"1 TOE VALLEY PLATE (0.131- -NAILS,. T. SUPPORT THE' VALLEY RAFTERSWTH 2 x 4 POSTS 48.O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS INA STAGGERED PATTERN AS SHOWN ON PLAN DRAWING, ALUGN POSTS ► WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST R VT. ` { ( SEE NOTE 04 ) • , 5: '.. �•� I � 8. POSTS SHALL BE 2 x4#2 OR BETTER SPRUCE PINE FIR. DOUG FIR LARCH OR SOUTHERN PINE. POSTS EXCEEDING 7T SHALL BE INCREASED TO 4 x4 OR BE PRE•ASSEMBLED FE -8 0 •, 9 2017 ��1;;• ,; ------"' �.:•• r „moi (2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS -OF 10d (0.131' X 3 j NAILS'0" O.C. � MAMMID-Vvlrydodpnperwrio ra WWAD NOT=0M.TMSANDDMUMPOMMACFERU=PAWMU.74nm. 10lA"l58PFORPUSE.f eOST Dostpn,vaW ter use a" wM%Make oo meadrs. Tek design D based eery upon Parameters sewn. and Is for M trwwwalbmirq conronom, ra e tmw system. Beton ue. Uro bundyg deaiyner mut ""= epp4rabialy of destWl pmsmefam and pmpedy lnearya7®tbb design tmome ovao0 bt0 ft deagn. Bra"' Iolsd B to provax bwAregof iagNdua11a1selab dndlar Clad manben oNy. A4dB0oml.temporary and pan owd , mrtl9 I /LIT t VALLEY RAFTERS ' 1' ( SEE NOTE 08 ) f wftw rl etarage, 4efirory. aedion and bm0w of wriers and bus sntems, sap AyptRptl 0=99 Ddlmis, 03B." WO SCSI Bandblg Componerd 8ofatylnforrrralton avalmWe ban Tn7sd Plato•IngItUO. JIB N. Lea 8V m. H71a 812, Ab7m ul* VA=%. - 717T OrbOnaa171 W7re 108 Ctma HthaNt. CA 05010 ( SEE' NOTE II , f POST SHALL BE LOCATED C SHEATHING ABOVE THE TO CHORD OF EACH TRUSS. PLAN DRAWING N s ' T LJ11V OCt� I tVIV TRUSS MUST BE SHEATHED NOTE: GEN>aa_�r CI�tCAnON& 48" O.C. MAXIMUM POST SPACING 1. WITH BASE TRUSSES ERECTED (NSTALLEO), APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE)TRUSSES. LIVE LOAD - 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DEIDEAD LOAD - 15 PSF (MAX)GNS, O.O.L. INC a 1.15 3. DEFINE VALLEY RIDGE BY RUNNING ALEVEL MING FROM THE INTERSECTINGRIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END. @J GIRDER TRUSS OR Io.)'COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MWFRS) 4. INSTALL -2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 180 (0.13t' X 3•5-) NAILS. 5. SET 2 x 8 02 RIDGE BCM;RD. SUPPORT WITH 2 x 4 POSTS SPACED 48` O.C.. BEVE.BOTTOM OF � nQ•• • -';'L. POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH (4) iido-131- X 3') NAILS.it FASTEN POST TO ROOF SHEATHING' WITH (3) 10d (0.131' X 3-1 TOE -NAILS. Y ,�•.�,..� < - B. FRAME VALLEY RAFTERS FROM'VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RA-7ER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE '� ` `'� f' "'`' `'�' � • ' '' BEAM WITH (3 ) 1&1(0.131- X 3.6'1 TOE-NAILS.(�` � FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 18d X 3.6"1 TOE Y r � y ^' )'r (0.131- -NAILS,. T. SUPPORT THE' VALLEY RAFTERSWTH 2 x 4 POSTS 48.O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS INA STAGGERED PATTERN AS SHOWN ON PLAN DRAWING, ALUGN POSTS ► WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST R VT. ` WITH (4) •10d (0.13.1' X 31) NAILS. FASTEN • , 5: '.. �•� POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH (2) 160 (0.131' X 3.51 NAILS. � 8. POSTS SHALL BE 2 x4#2 OR BETTER SPRUCE PINE FIR. DOUG FIR LARCH OR SOUTHERN PINE. POSTS EXCEEDING 7T SHALL BE INCREASED TO 4 x4 OR BE PRE•ASSEMBLED FE -8 0 •, 9 2017 ��1;;• ,; ------"' �.:•• r „moi (2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS -OF 10d (0.131' X 3 j NAILS'0" O.C. � MAMMID-Vvlrydodpnperwrio ra WWAD NOT=0M.TMSANDDMUMPOMMACFERU=PAWMU.74nm. 10lA"l58PFORPUSE.f Dostpn,vaW ter use a" wM%Make oo meadrs. Tek design D based eery upon Parameters sewn. and Is for M trwwwalbmirq conronom, ra e tmw system. Beton ue. Uro bundyg deaiyner mut ""= epp4rabialy of destWl pmsmefam and pmpedy lnearya7®tbb design tmome ovao0 bt0 ft deagn. Bra"' Iolsd B to provax bwAregof iagNdua11a1selab dndlar Clad manben oNy. A4dB0oml.temporary and pan owd , mrtl9 I /LIT t Is aemyo regWmd for abbtW Ow to P—teik COOMM Mpl pOsstble pe+saulWury and pmparty damage. par gewslpuesem repsrdtfp lM I V f l l®YC f wftw rl etarage, 4efirory. aedion and bm0w of wriers and bus sntems, sap AyptRptl 0=99 Ddlmis, 03B." WO SCSI Bandblg Componerd 8ofatylnforrrralton avalmWe ban Tn7sd Plato•IngItUO. JIB N. Lea 8V m. H71a 812, Ab7m ul* VA=%. - 717T OrbOnaa171 W7re 108 Ctma HthaNt. CA 05010 h r March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE qD Mrrek USA, Inc. Page 1 of 1 Note: T -Bracing / I -Bracing to be used when continuous lateral bracing L= �o�(o� is impractical. T -Brace / I -Brace must cover 90% of web length. L=Fl, Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8-0.0. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two-Plys Nail to Both Plies) r WEB Y Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 1x4 (') T -Brace 1x4 (') [-Brace 2x6 1x6 (') 7 -Brace 2x6 I -Brace 2x8. 2x8 T -Brace 2x8 I -Brace Nails — — -- — Brace Size for Two -Ply Truss t i Specified Continuous } Rows of Lateral Bracing SPACING Web Size 1 2 2x3 2x3 or 2x4 2x4 T -Brace 2x4 I-Brac( Jr M.T.-Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I -Brace i T -BRACE - s Nails /Section Detail �CanT-Brace Web Nails Web I -Brace Nails v S.i�E?ifs(irM."•SiSt�:n✓!c��rrerr.�5�=��ssY„�ra;a�na,: rr�?-:.rs: C 76 1, 1: UP 12 31-- tFjJ,, FEB 0 9 2017 T -Brace / 1 -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/1-Brae For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Bracell Brace 5�+;, ..;:'tro?pe;...ifu,r.,r:pui•a.<:a�+,::..s�:.u;e:.^,rx....,.._.,...,Oso,v,-sceK,z:eer-.,,:.vraer•.;r..;:..n.. ::ear:,.._ ....:,:etr..r!rrt,. Design voflo for use only Mtn Meek connectors. This design is boseoronly upon paramoten shown. and a to on inCfM0v4:t b00ing cs:mpcnenl. AprAcablilty of design poromenten and proper Incarpamflon•of Component h respomlbslty of building designer - not truss designer, Bracing shown Is for lateral support of indhridual web members only. Addillono)temporarybract g to insure stability dunng construction is the responsibli5ty of the erector. Ad6flonal permanent bracing of the overall structure b the responsibility of the xdkAng designer. For general giAdonce regarding lubrication, auallty contra, storage, delivery, erecllon and bracing, consult ANSIM11 Quality Criteria, OSB -89 and 80311 Building Component Safety Information available from Tans Plate Institute. 583 D'Onoldo Drive. Madison, WI 59719, 7777 linen;; Us Suite# toe CBrue Heights. Co. 95610 JANUARY 1, 2009 L -BRACE DETAIL ST - L -BRACE MTek USA, Inc. Page 1 of 1 FV I Mi fek USA, Inc. - Note: L -Bracing to be used when continuous ' lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1 x4 "" t 2x6 1x6 """ 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. - SPACING k � { L -Brace Size ' -A for Two -Ply Truss L•BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2X3 or 2x4 2x4 — 2x6 2x6 "" -- '' 2x8 2x8 `:•. ""DIRECT SUBSTITUTION. NOT APLICABLE. Nails/Section Detail• , L Bcace r % �j�t�o I.. %. Web 642 ':...,; L -Brace must be same species grade (or better) as web member. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" D.C. 2x4, 6, or 8 16d B" D.C. Note: Nail along entire length of L -Brace (On Two -Ply's Nall to. Both Plies), Is for lateral support of Indlviduol web members only. Atlmtlonm temporary broclrig to blurs stabHity Ciafig consrnxlbn is'ihe responsR>i@ty of Iha erector, Additional permanent brocing of'Ihe overall structure is Me resporsebifty at the'bufiding designer. For general guklcnce regorciing toblcolion, Quality control, starage. delivery. erection:ona bracing. contult ' ANSIM11 QualHy Crfterlo, DS9.99 and eCS11 9ullding Component Safety Information avoioble trom inns Fate Im,hrte, 593 D'Onotrio Drive. Madison, w153719. i'/lf.•:-,'s,tife'<+3a's'. F:Ki•.b:Y+:s�r�u 'G;;'T':i9:R': 7777 Greenback Ln. suns# 109 Citrus Heiehta. Ce. 25910 ;ti JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE ®R 101rek USA, Inc. Page 1 of 1 Note; Scab -Bracing to be used when continuous C= lateral bracing at midpoint (or T -Brace) is Impractical. Scab must cover full length of web +/- 6*, MiTek USA, Inc. THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3- X 0.131") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIALFORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 Nails Section Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member k., ';?n: Design valid for wse vVy with MiTek connectors. This design 4 based only voon parameters showit and'9 toe onindr, i0ual bUdlng corn ponen:. VQ PUr r I_ONFty design oaromentweres and oroper Incorporation of component Is responill"y of nor inns designer. Bracing shown atefol 4 rt at IncliAdvol brnembersonly. Additionalremporafybracingtoith as t' during c huction Is the responsibility of the 00 erector. Additional Permanent bracing of the overall stmclute Is the te=nOtAly of the building designer. For general gtidonce regarding fabrication, quality control, storage. deWery• erection and bracing. c=vIi ANSIMIIGUODtYCrliorta,DSB.890ndSCS11BL4lcUngCompmenI Safety Information mokible, horn truss Plate Institute. *3 DOnotio Drive. Madnon. wl $3719. N C 764-2.8 CIViIL FEB 0 0 2jj ';7_7*G=a"c1k1_Ln. SL4te# 109 are CftrVS H91911M. Co. 95610 I SYSTEMS PLUS LUMBER CO. R H i-ni Ai. Tgussys AND FRAMING CO PM oNFNT Webb -- r 0517647 ` y o 0 o J03(6) o o O� lChico O) 9 W02 01 t ff o nI _ JO1 r� m - coo n - m in a m tui =ADDED BEARING • f + MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 ' Telephone 916/676-1900 Re: 0517647 Fax 916/676-1909 Webb'. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R50739854 thru R50739950 My license renewal date for the state of California is March 31, 2018 , QROF ESS/�N TEOp.s�Fy c U W C 75435 * EXP. 03/31/2018 * ' ST C \P s 9T FCL June 5,2017 ' Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. l� V • Job Truss Truss Type Oty PlyT2JWb (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 R50739854 0517647 A01 HIP GIRDER 1 1.15 BC 0.38 Vert(CT) -0.69 P >588 180 BCLL 0.0 ' Rep Stress Incr ference (optional) Jy51am5 rIUS LUmDer VO, Anderson, VA C.1lu s Apr 13 zvi r MI IeK Inauslfles, Inc. Sal Jun 3 1z:3z:3U zu1 r Nage 1 ID:PINTmgc5Sngnm 1 Vi 1 gVkizD_S6-N2OcRg6_Bs WAXFwfTYKURGlv78SDW6pc_M50dnzA_rF 1 2-0-0 3 I6-0 52 I 1-7-0 I 252.6144 I 28.. 00 I30.8-12 00 6-0-0-00 -00 3 8 I 5 5-04 5 { 13-2 3- 1 .1 .6 5. 34 Scale: 3/16"=1' 4x8 = 48 = 20 II 46 = 48 = a nn M • � a 48 = 4x6 = 2x4 II 4x8 2x4+II 6x6,= ^^4x8 = L „lY' „'2x4 II •„V r.r • 4x8 = 2x4 II 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. r DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.23 P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.69 P >588 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.14 K n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH - Weigh/: 372 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD . Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (4-8-10 max.): D-1. WEBS 2X4 DF Stud/Std G REACTIONS I / ' - - BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. (b size) 8-2721/0-5-8, K-2721/0-5-8 Max Horz B=-69(LC 32) Max Uplift B=-535(LC 8), K=-536(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C= -5284/1089,0-D=-5354/1155, D -E= -4739/1047,E -F= -8150/1796,F -H=-8150/1796, Y H -I=-4740/1048, I -J=-5355/1156, J -K=-5285/1090 BOT CHORD B -T=-952/4692, S -T=-952/4692, R -S=-1578/7361, P -R=-1578/7361, O -P=-1550/7363, N -O=-1550/7363, M -N=-922/4693, K -M=-922/4693' WEBS C -S=-172/260, D-S=-292/1881,E-S=-2978/698,E-R=0/415,E-P=-212/919,F-P=-585/312, H -P=-210/917, H-0=0/414, H -N=-2980/699, I -N=-292/1882, J -N=-173/260 NOTES. (12) " 1) 2 -ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. I , Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint B and 536 Ib uplift at joint 10) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1Mup0s`Fy� y F W C 75435 (PC m EXP. 03/3112018 OF June 5,2017 A WARNING - VeA/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldence regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Suite 109 Citrus Heights, CA 95610 e Job • Truss Truss Type Ory Webb Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:30 2017 Page 2 ID:PINTm9c5SngnmlVilgVkizO_S6-N20cRg6 BsWAXFwffYKURGiv78SDW6pc M50dnzA_rF NOTES- (12) 11) Hanger(s)'or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 Ib down and 106 Ib up at 6-0-0, 78 Ib down and 106 Ib up at 8-0-12, 78 Ib down and 106 Ib up at 10-0-12, 78 Ib down and 106 Ib up at 12-0-12, 78 Ib down and 106 Ib up at 14-0-12, 78 Ib down and 106 Ib up at 16-0-12, 78 Ib down and 106 Ib up at 17-11-4, 78 Ib down and 106 Ib up at 19-11-4, 78 Ib .4 down and 106 Ib up at 21-11, 78 Ib down and 106 Ib up at 23-11.4, and 78 Ib down and 106 Ib up at 25-11-4, and 97 Ib down and 106 Ib up at 28-0-0 on top chord, and 337 Ib down and 90 Ib up at 6-0-0, 68 Ib down at 8-0-12, 68 Ib down at 10-0-12, 68 Ib down at 12-0-12, 68 Ib down at 14-0-12, 68 Ib down at 16-0-12, 68 Ib down at 17-11-4, 68 Ib down at 19-11-4, 68 Ib down at 21-11-4. 68 Ib down at 23-11-4, and 68 Ib down at 25-11-4, and 337 Ib down and 90 Ib up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. _ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 . Uniform Loads (plf) Vert: A -D=-70, D-1=-70, I -L=-70, B -K=-20 Concentrated Loads (lb) Vert: D= -78(F) G= -78(F) 0=0=-49(F)S=-337(F) N= -337(F) 1=-78(F) Y= -78(F) Z= -78(F) AA= -78(F) AB= -78(F) AC= -78(F) AD= -78(F) AE= -78(F) AF= -78(F) AG= -78(F) AH= -49(F) A1= -49(F) AJ= -49(F) AK= -49(F) AL= -49(F) AM= -49(F) AN= -49(F) AO= -49(F) AP= -49(F) ' f r f AWARNING - verify, v. design Parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 re10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not -�• a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITE k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Ply ' 850739854 0517647 A01 HIP GIRDER i Job Reference (optional) e Job • Truss Truss Type Ory Webb Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:30 2017 Page 2 ID:PINTm9c5SngnmlVilgVkizO_S6-N20cRg6 BsWAXFwffYKURGiv78SDW6pc M50dnzA_rF NOTES- (12) 11) Hanger(s)'or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 Ib down and 106 Ib up at 6-0-0, 78 Ib down and 106 Ib up at 8-0-12, 78 Ib down and 106 Ib up at 10-0-12, 78 Ib down and 106 Ib up at 12-0-12, 78 Ib down and 106 Ib up at 14-0-12, 78 Ib down and 106 Ib up at 16-0-12, 78 Ib down and 106 Ib up at 17-11-4, 78 Ib down and 106 Ib up at 19-11-4, 78 Ib .4 down and 106 Ib up at 21-11, 78 Ib down and 106 Ib up at 23-11.4, and 78 Ib down and 106 Ib up at 25-11-4, and 97 Ib down and 106 Ib up at 28-0-0 on top chord, and 337 Ib down and 90 Ib up at 6-0-0, 68 Ib down at 8-0-12, 68 Ib down at 10-0-12, 68 Ib down at 12-0-12, 68 Ib down at 14-0-12, 68 Ib down at 16-0-12, 68 Ib down at 17-11-4, 68 Ib down at 19-11-4, 68 Ib down at 21-11-4. 68 Ib down at 23-11-4, and 68 Ib down at 25-11-4, and 337 Ib down and 90 Ib up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. _ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 . Uniform Loads (plf) Vert: A -D=-70, D-1=-70, I -L=-70, B -K=-20 Concentrated Loads (lb) Vert: D= -78(F) G= -78(F) 0=0=-49(F)S=-337(F) N= -337(F) 1=-78(F) Y= -78(F) Z= -78(F) AA= -78(F) AB= -78(F) AC= -78(F) AD= -78(F) AE= -78(F) AF= -78(F) AG= -78(F) AH= -49(F) A1= -49(F) AJ= -49(F) AK= -49(F) AL= -49(F) AM= -49(F) AN= -49(F) AO= -49(F) AP= -49(F) ' f r f AWARNING - verify, v. design Parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 re10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not -�• a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITE k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Plate Grip DOL Webb • Lumber DOL 1.15 ` BCLL ' 0.0 [ly� /250739855 0517647 A02 HIP 1 1 TOP CHORD 2X4 OF No. t&Btr G BOT CHORD 2X4 DF No. t&Btr G WEBS 2X4 OF Stud/Std G *Except* Job Reference (optional) bystems rms Lumoer to, Anaerson, l:A t" to s Apr 1 s zut r MI I etc maustnes, Inc. sat Jun 3 lz:3z:31 zu1 t rage 1 ID:PINTmgc5Sngnm l Vi l gVklzD_S6-rFZ_eO6cyAf 19PVrl Frj_Tl4yYjyFUKIDOgZ9EzA_rE 44-13-4 3-4 I 8-0-0 I 14-0-0 20-0-0 28-0-0 { 29 8-12 I 34-0-0 1 36-0-0 I 2-0-0 4-3 4 3.8.12 6-0-0 6-0-0 6 0-0 3-8-12 4.3 4 2.0.0 Scale = 1:62.9 4x8 = 3x4 = 3x4 = 4x8 = 4x6 2x4 II 4x8 = 5x6 = 3x4 = 4x8 = 2x4 II 4x6 = = . LOADING (psf SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 ` BCLL ' 0.0 Rep Stress Incr ' YES BCDL 10.0 Code IBC2015lTP12014 1 n/a n/a LUMBER - Matrix -MSH TOP CHORD 2X4 OF No. t&Btr G BOT CHORD 2X4 DF No. t&Btr G WEBS 2X4 OF Stud/Std G *Except* E -0,F -L: 2X4 OF No.1&Bir G TOP CHORD CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.40 Vert(LL) -0.16 M >999 240 MT20 220/195 BC • 0.66 Vert(CT) -0.69 M-0 >592 180 WB 0.80 Horz(CT) 0.19 1 n/a n/a Matrix -MSH Weight: 159 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, • except 2-0-0 oc purlins (3-5-11 max.): O -G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1670/0-5-8, 1=1670/0-5-8 Max Horz B=87(LC 8) Max Uplift B=-158(LC 5), 1=-158(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2926/317, C -D=-2692/335, D -E=-2352/315, E -F=-3295/431, F -G=-2352/315, G -H=-2692/335, H -I=-2926/318 BOT CHORD B -P=-268/2561, O -P=-268/2561, M-0=417/3222, L -M=-394/3222, K -L=-224/2561, I -K=-224/2561 s WEBS D -O=-38/832, E-0=-1101/265, F -L=-1101/265, G -L=-38/832 1 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will Ttl between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 Ib uplift at joint B and 158 Ib uplift at joint I. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESS/ON T EODOZ �F2G7 wP C 75435 �Nc A *\ EXP. 03/31/2018 J* 1 OF June 5,2017 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/20/5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 1.11T®1.Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus HeinhIs.CA 95610 Job ' Truss Truss Type Oty Ply Webb 1.15 TC 0.52 TCDL 15.0 Lumber DOL 1.15 850739856 0517647 A03 HIP 1 1 Code IBC20151TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 OF No. 1&Blf G Job Reference o tional Systems Plus Lumber Co, Anderson, CA 1 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:32 2017 Page 1 ID:PINTrn9c5Sngnm1VllgVkizD S6-KR7NrM7EjUnunY42bzMyWhgDgx3D_3BvSga6hgzA_rD 17.0-0 I I I } 1108-0 7-" 4-0 3-0 21-0 13-1 I 4-012 Scale = 1:62.9 4x6 = 4x8 = 4x6 = 4x6 = * 4x8 = 4x8 = 2x4 II 4x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 TCDL 15.0 Lumber DOL 1.15 BC 0.60 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 OF No. 1&Blf G BOT CHORD 2X4 OF No. 1&Btr G WEBS 2X4 OF Stud/Std G *Except* E-M,E-J: 2X4 OF No. 1&Btr G DEFL. in (loc) I/deft Vert(LL) -0.16 M -P >999 Vert(CT) -0.59 M -P >696 Horz(CT) 0.17 H n/a BRACING - TOP CHORD BOT CHORD WEBS Lld PLATES GRIP 240 MT20 220/195 180 n/a Weight: 157 Ib FT = 20% Structural wood sheathing directly applied or 3-8-15 oc pudins, except t 2-0-0 oc purlins (3-11-0 max.): D -F. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt E -M, E -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1670/0-5-8, H=1670/0-5-8 Max Horz B=105(LC 8) Max Uplift B=-177(LC 8), H=-177(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2859/267, C -D=-2525/252, D -E=-21841247, E -F=-2184/247, F -G=-2525/252, G -H=-2859/267 BOT CHORD B -M=-224/2516, K -M=-24712699, J-0-247/2699, H -J=-167/2516 WEBS C -M=-361/197, D -M=0/711, E -M=-729/190, E -J=-729/189, F -J=0/711, G -J=-361/197 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 Ib uplift at joint B and 177 Ib uplift at joint H. 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 01Q p TEODO '�S" � SF w C 75435 sC m * EXP. 03/3112018 ca N� June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312013 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW I always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPll quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Heights, CA 9500 r Job Truss Truss Type Oty PlyT1JWob (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 R50739857 0517647 A04 HIP 1 1.15 BC 0.72 Verl(CT) -0.87 K -M >471 180 BCLL 0.0 Rep Stress Incr ference (optional) bystems rms Lumber Go, Anderson, GA 8.110 S Apr 13 2011 MITek Industries, Inc. Sat Jun 3 12:32:33 2017 Page 1 ' ID:PINTrn9c5Sngnm1V11gVklzD S6odhl3i8sUnvI01eE8gtB3uNReLNd)Uz2gKJgD6zA_rC 6& -Qi 2-0-0 6-4 32-0-06-3-4 5-00 Scale c 1:62.9 4x6 = 3x4 = 4x6. _ 06 = . 2x4 It 4x8 = UE = 4x8 = • 2x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL.' in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.25 K -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.72 Verl(CT) -0.87 K -M >471 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.15 H n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 163 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (4-6-12 max.): D -F. WEBS 2X4 DF Stud/Std G 'Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E-M,E-K: 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1670/0-5-8, H=1670/0-5-8 ' Max Horz 8=122(LC 8) - Max Uplift B=-198(LC 8), H=-198(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2870/256, C -D=-2339/189, D -E=-2001/208, E -F=-2001/208, F -G=-2339/189, G -H=-2870/257 BOT CHORD B -N=-236/2494, M -N=-236/2494, K -M=-118/2181, J -K=-114/2494, H -J=-114/2494 WEBS C -M=-557/211, D -M=0/663, E -M=-393/158, E -K=-393/158, F -K=0/663, G -K=-557/212 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; ECDL=6.Opsf; h=25ft; Cal. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 Ib uplift at joint B and 198 Ib uplift at joint H. _ 8) Graphical pudin representation does not depict the size or the orientation of the,purlin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 A WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 re, 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS -89 and SCSI Building Component ; 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helatils. CA 95610 t Job Truss Truss Type Oty Ply Webb ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 R50739858 0517647 A05 HIP 1 1 BC 0.49 Vert(CT) -0.38 J -L >999 180 grip DOL=1.33 BCLL 0.0 Rep Stress Incr Job Reference (optional) SySlemS YIDS LUMoer GD, AnOerson, UA U.1 IU S Apr 13 ZVI 7 MI I eK InOUslnes, Inc. Sal Jun 3 1Z:SZ:J4 ZU17 Page 1 ID:PINTrn9c5Sngnm l Vl l gVkizD_S6-GpF7G29U E51 cOsDOiN00c6waClnOSvOCv_3DmYzA_r8 7-3-4 I 14-0-0 I 20 0-0 26.8.12 I 3a 0.0 136-0-0 2-0-0 7-3-4 6.8-12 6-0-0 6-8-12 7.3-4 2.0.0 - Scale = 1:62.9 gla 6x6 = 4x6 = 3x6 4x6 4x6 —+ 2x4 II - 3x4 = =. 4x8 = 2xII 4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.10 J -L . >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.38 J -L >999 180 grip DOL=1.33 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.15 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 Ib uplift at joint B and 217 Ib uplift at Weight: 162 Ib FT = 20% LUMBER- Q�OFESSli 8) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. BRACING - 9) WARNING: Engineering is void unless,truss is fabricated by Systems Plus Lumber Co. TOP CHORD 2X4 OF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6.4 oc purlins, except BOT CHORD 2X4 OF No.1&Btr G ;0 f - EXP. 03/31/2018 2-0-0 oc pudins (4-4-1 max.): D -E. WEBS 2X4 OF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-L,D-J,F-J: 2X4 OF No.1&Btr G WEBS 1 Row at midpt D -J 1 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. REACTIONS (Ib/size) B=1670/0-5-8 G=1670/0-5-8 ` Max Hoa B=140(LC 12) Max Uplift B=-217(LC 8), G=-217(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2833/286, C -D=-2147/221, D -E=-1816/243, E -F=-2148/221, F -G=-2832/287 BOT CHORD B -M=-270/2450, L -M=-270/2450, J -L=-64/1815, I -J=-131/2450, G -I=-131/2450 WEBS C -M=0/293, C -L=-721/235, D -L=-36/523, E -J=-12/523, F -J=-720/236, F-1=0/292 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. f 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 Ib uplift at joint B and 217 Ib uplift at joint G. Q�OFESSli 8) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. �t.� T EOp q�F 9) WARNING: Engineering is void unless,truss is fabricated by Systems Plus Lumber Co. W w C 75435 c m ;0 f - EXP. 03/31/2018 * June 5,2017 ,& WARNING - Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1023/2015 BEFORE USE. �' Design valid for use only Win MITek® oonnectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buildbuilding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW ll'�®1.' ing repulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �Y� R fabrication, storage, deliv Information avery, erection and bracing of trusses and truss systems, see ANSI7rPI1 Quality Criteria, DSO -89 and SCSI Building Component 7777 Greenback Lane Safety very, from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus f his: CA 95610 M Job Truss Truss Type Ory PlyT1JWob 1-0- i[ MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate b -J-4 LOADING (psf) SPACING- 2-0-0 R50739859 0517647 A06 HIP 1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.11 ference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:35 2017 Page 1 ID: PINTrn9c5Sngnm t Vit gVkizD_S6-kOpVU0967P9TeOodG5vf8JSJY96TBR7L8eonl72A—rA 25-8-12 I 3-0 60.08-3 0-2..000 8-3-4 l 1-000 7-8-12 i32-0-2 8-3-4 0.02 6x6 = 4x6 = 6.00 F12 Scale: 3/16-=1' 4x6 = 2x4 II 4x6 = 3x4 = 4x8 = 2x4 II 4x6 = Plate Offsets (X,Y)— ov-•+ [C:0.7 -0,0-3-01,[F:0.7-0,0-3-01 r -o• r[ [-u-u 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; 1-0- i[ MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate b -J-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.11 M -P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.42 I -S >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.15 G n/a We BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 168 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G *Except* C-M,F-I: 2X4 DF Stud/Std G BOT CHORD WEBS REACTIONS. (Ib/size) B=1670/0-5-8, G=1670/0-5-8 Max Herz B=157(LC 8) Max Uplift B=-232(LC 8), G=-232(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2782/312, C -D=-1962/240, D -E=-1632/265, E -F=-1964/240, F -G=-2781/313 BOT CHORD B -M=-298/2393, K -M=-299/2390, J -K=-62/1631, I -J=-142/2389, G -I=-141/2393 WEBS C -M=0/354, C -K=-866/271, D -K=-70/503, E -J=-72/506, F -J=-864/271, F-1=0/352 Structural wood sheathing directly applied or 3-1-13 oc puffins, except 2-0-0 oc purlins (5-0-1 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt C -K, D -J, F -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. eROFESS/pN 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift at joint B and 232 Ib uplift at F.0 T E01) q�F joint G. 8) Graphical puffin representation does not depict the size or the orientation of the along the lap and/or bottom chord. purlin 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c wC 75435 � rn f1 11 *\ EXA_�018 /* / June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Irdormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 M Job - Truss Truss Type Oty Ply Webb BOT CHORD 18-9-4 Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psf) SPACING- 850739860 0517647 A07 COMMON 3 1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Job Reference (optional systems flus Lllmoer co, Anderson, UA 6.110 5 Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:37 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-gOxGv4BNXOPBtKy7NWy7DkY83yolfFmebyHtMtzA_r8 �2-a0 f 6-0.5 I 11-6.3 ( 17-" 22.5.13 I 27-11-11 I 34.0.0 136.0.0 2-0-0-0 6-0-5 5 5 13 5-5-13 5-5 13 5 5.13 6-0-5 20.0 6.o0 12 4x6 = F Scale = 1:61.8 3x4 = 4x6 = 4x8 = 3x4 = 4x6 = • 4x6 = Ig LUMBER- 8-9.4 B-2-12 2X4 DF No. t&Btr G TOP CHORD 8-2-12 BOT CHORD 18-9-4 Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) - I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Verl(LL) -0.14 L -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.47 M -O >876 180 BOT CHORD BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(CT) 0.14 J n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD ` Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* MiTek recommends that Stabilizers and required cross bracing F-M,G-M,E-M: 2X4 DF No.1 &Btr G be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) B=1670/0-5-8, J=1670/0-5-8 Max Hoa B=167(LC 8) Max Uplift B=-239(LC 8), J=-239(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2853/357, C -E=-2574/331, E -F=-1805/275, F -G=-1805/275, G -I=-2574/331, I -J=-2853/358 BOT CHORD B -O=-373/2485, M -O=-220/2012, L -M=-90/2012, J -L=-206/2485 WEBS F -M=-126/1179, G -M=-708/248, G -L=-44/542, I -L=-378/194, E -M=-708/248, E-0=44/542, C -O=-378/194 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; ECDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 Ib uplift at joint B and 239 Ib uplift at joint J. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �oQ,p,OFESS/QNB T EOpps �F2 W wP C 75435 �Nc m M * , EXP, 0313112018 June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI0•7473 rev. 1010312015 BEFORE USE. W1, Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIrrPI7 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hai his. CA 95610 i e Job Truss Truss Type Qty PlyWebb TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) . -0.29 K -M >999 240 MT20 220/195 TCDL 15.0 850739861 0517647 A08 COMMON 3 1 Horz(CT) 0.09 H n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MSH Job Reference (optional) bySlemS HUS LumDer GD, Anoerson, GA 6.11U s Apr 13 zul / MI I eK Inoustnes, Inc. Sat Jun J IZ:J2:JD 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6.8bVe60C71KX2VTXCxDTMmy4EcM2OOfZngclRvKzA_r7 5-9-4-3-2 l 14-2-15 I 16-8.15 I 19-2-15 23-7-14 I 30-10-5 5-9-0 2-9-12 2-8-2, 2-11-13 2-6-0 2-6-0 4.4-15 7.2.7 3x6 State = 1:58.3 „ - - - - = r ' D 4x6.= S M • 4x8 = K 4x6 II 4x6 II J 2x4 II 4x10 = 4x10 = I 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) . -0.29 K -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC - 0.89 Vert(CT) -0.69 K -M >537 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 H n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MSH Weight: 168 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 DF N0.1&Btr G -TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, BOT CHORD 2X4 DF No. 18Btr G 'Except except end verticals. J -K: 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G ' MiTek recommends that Stabilizers and required cross bracing WEDGE Left: 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (Ib/size) A=1473/Mechanical, H=1491/Mechanical Max Horz A=152(LC 7) Max Uplift A=-90(LC 8), H=-50(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2608/124, B -C=-1920/50, D -E=-302/16, E -F=-1883/70, Fix= -1910/65, G -H=-1423/86 BOT CHORD A -M=-155/2222, K -M=-155/2222, J-00/1611, I -J=-17/1634 WEBS F-1=-367/91, G-1=0/1592, E -J=-14/325, C -K=-32/489, C -E=-1454/120, B -M=0/345, B -K=-852/292 NOTES- (9) s 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 16-8-15 from left end, supported at two points, 4-0-0 apart. . 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. QFESS/�N� 7) Refer to girder(s) for truss to truss connections. 8) Provide i EOD �cciy mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint H. A and 50 Ib uplift at �Q Joint Nn 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. o C 75435 m t r L w C rn E 1/2018 * June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �• e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord memoers only. Additional temporary and permanent bracing �y�IT®k• ie always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1rTP11 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job ' Truss Truss Type , Oty Ply Webb TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr 850739862 0517647 ,&OBD COMMON 1 1 BOT CHORD 2X4 DF No.1&Btr G *Except* Weight: 168 Ib FT = 20% J -K: 2x8 DF SS BRACING - WEBS 2X4 OF Stud/Std G Job Reference o lienal Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:39 2017 Page 1 ID:PINTrn9c5Sngnm1VllgVkizD_S6-cn2OJIDd3dtv6d6OVx bJ9dPMmOF75Ox3Gm RmzA_r6 19-2.1 I 4 I 30-21016B-105 7.-755-9-4 15 5-9-0 2-0 8 -13 2-6.1 15 i Scale = 1:58.3 3x6 = S M = K 4.6 II 4x6 II 1 1 H 4x8 4x8 = 2x4 II 1 4x10 = - 400 = 400 = 4x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Bir G BOT CHORD 2X4 DF No.1&Btr G *Except* Weight: 168 Ib FT = 20% J -K: 2x8 DF SS BRACING - WEBS 2X4 OF Stud/Std G WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) A=1473/Mechanical, H=1491/Mechanical Max Horz A=152(LC 25) Max Uplift A=-1279(LC 27), H=-1058(LC 30) Max Grav A=2047(LC 40), H=1885(LC 39) CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TC 0.63 Vert(LL) 0.31 K -M >999 240 MT20 220/195 BC 0.89 Vert(CT) -0.69 K -M >537 180 WB 0.86 Horz(CT) 0.09 H We n/a Matrix -MSH Weight: 168 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4.4-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3997/2559, B -C=-2545/1416, C -D=-555/344, D -E=-593/363, E -F=-2099/1018, F -G=-2559/1474, G -H=-1812/1081 BOT CHORD A -M=-2254/3516, K -M=-1303/2459, J-0-392/1611, I -J=-566/1634, H -I=-7001761 WEBS F -I=-561/485, G -I=-1296/2247, E -J=-172/338, C -K=-55/489, C -E=-1454/319, F -J=-491/656, B -M=-58/345, 8-K=-852/445 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 16-8-15 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1279 lb uplift at joint A and 1058 Ib uplift at joint H. 9) This truss has been designed for a total drag load of 4000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-10-5 for 129.6 plf. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1,01 99LOFESS10 T EOpOslF2c W wP C 75435 c m Of;0 EXP. 03/31/2018 l June 5,2017 ,& WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITeKs) connectors. This design is based only upon parameters shown, and is for an Individual building component. not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ Suite 109 Citrus He is CA 95610 Job Truss Truss Type Oty Ply Webb PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 850739863 0517647 A09 COMMON GIRDER 1 2 BC 1.00 Vert(CT) -0.35 K -L >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:32:41 2017 Page 1 ID:PI NTrngc5Sngnm t VI1 gVkizD_S6-ZAAmkREtbFvcMxGmcMO30ainBa22b4AE WaF5W ezA_r4 1 4-4-13 1 8-6-3 1 12-7-9 114.2.151 16-8.15 19.2.15 0.10.5{ 24.11.11 I 29.1.1 1 33-8-15 4-4.13 4-1-6 a•1-6 1.7-6 2-6.0 2.6.0 t-7.6 4.1-6 4-1-6 4-7.14 3x6 = P O N m 4x6 II L K J x T 3x4 — 2x4 II 3x4 = 4x10 =5x6 = 48 = 3x4 = 2x8 II 4x8 = 4x6 II 4-4-13 8-6.3 1 12-7-9 114-2-151 16 8-15 1 19 2-15 �0 70-5, 24-11-11 1 29-1-1 1 33-6-15 4-4-13 4.1.6 4-1-6 1.7-6 2.6-0 2.6-0 1.7-6 4-1.6 4.1$ 4.7-14 Scale = 1:64.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.12 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.35 K -L >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.07 1 n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 417 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD 2X6 OF SS G 'Except' / BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. L -N: 2x8 DF SS WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) A=1667/Mechanical, 1=4000/0-5-8 Max Horz A=-153(LC 28) Max Uplift A=-109(LC 8), 1=-329(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3248/184, B -C=-2942/168, C -D=-2640/126, F -G=-2656/126, G -H=-3939/265, - H -I=-6452/492 BOT CHORD A -P=-249/2856, O -P=-249/2856, N -O=-159/2588, L -N=0/2307, K -L=-95/3473, J-0-382/5782, I -J=-382/5782 WEBS G -L=-1592/350, G -K=-14011282, H-0-2640/328, H -J= -167/2065,C -N=-492/348, 8-0=-306/103, D -N=-64/696, F -L=-73/787, D -F=-2170/186 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Go. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x8 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.0psf; h=25111t; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) 200.0Ib AC unit load placed on the top chord, 16-8-15 from left end, supported at two points, 4-0-0 apart. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint A and 329 Ib uplift at joint 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2681 Ib down and 242 Ib up at 31-0-10, and 36 Ib down and 42 Ib up at 31-8-3, and 51 Ib down at 33-8-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/ON T EOp�s �F2 LO Fc w C 75435 NC n IX ;0 EXP, 0313112018 J* OF June 5,2017 LO®D CASE(S) Standard ALWARNING. - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 10/03/20/5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus i hts. CA 95610 i Systems Plus Lumber Co, Anderson, CA , 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:41 2017 Page 2 ID:PINTm9c5Sngnm1V11gVkizD S6-ZAAmkREtbFvcMxGmcM03OalnBa22b4AEWaF5WezA__r4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 , Uniform Loads (plf) Vert: A -E=-60, E -I=-60, I-0=-20 , Concentrated Loads (lb) - Vert: 1=-51(F) V=-100 W=-100 X= -2681(F) Y= -36(F) Job Truss .Truss Type City Ply Webb 8507398 63 0517647 A09 COMMON GIRDER 1 2 Job Reference (optional) e • r A WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall .. , building design. Bracing indicated is to prevent buckling or individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing or trusses and truss systems, see - ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I is A 95610 s I Job Truss Truss Type Oty Ply Webb PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC • 0.31 R50739864 0517647 A10 COMMON 1 1 BC 0.57 Vert(CT) -0.51 L -M >798 180 ' BCLL 0.0 ', Rep Stress Incr Job Reference (optional) Systems flus Lumber Go, Anderson. CA - - 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:42 2017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD S6-1 Mk9ynFVMY1Tz5gzA3XIwoF?VzV2KOLNIE?e25zA_r3 i 5-9-4 { it -3-2 1 14.2.15 1 19-2-15 22-2-12 27-8.10 1 33-8.15 135-8.15 5-9-4 5.5-13 2-11.13 5-0.0 2.11-13 5.5. 13 6-0.5 2-0.0 1 Scale = 1:66.8 3x6 = E _. r 3x4 °xb a 3x4 = 4x6 = 4x8 = 3x6 = 400 = J 06 II 4x10 = LOADING (W SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC • 0.31 Vert(LL) -0.23 L -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.51 L -M >798 180 ' BCLL 0.0 ', Rep Stress Incr YES WB 0.91 Horz(CT) 0.14 J n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18,Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD 2X4 OF No.1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - M-0: 2x8 DF SS MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 OF Stud/Std G' - be installed during truss erection, in accordance with Stabilizer WEDGE Left: 2x4 SP No 3 Installation guide. REACTIONS. (Ib/size) A=1615/Mechanical, J=1762/0-5-8 Max Horz A=-188(LC 9) Max Uplift A=-88(LC 8), J=-140(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2992/158, B -C=-2721/129, C -D=-2264/67, D -E=-354/49, E -F=-352/49, F -G=-2263/66, G -I=-2775/121, I -J=-3056/148 BOT CHORD A -P=-196/2597, O -P=-13/2197, M-0=0/1980, L -M=0/2211, J -L=-18/2668 ° WEBS G -L= -92/541,1-L=-395/197, C -P=-100/484, B -P=-354/203, D -O=-115/673, F -M=-114/674, D -F=-1752/77, C -O=-659/271, G -M=-685/267 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 16-8-15 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint A and 140 Ib uplift at joint J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Pius Lumber Co. oQ\kOFESS/pN� T EOpps �FZ wP C 75435 �Nc m * EXP. 03/3112018 June 5,2017 ,& WARNING - Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. �- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not _ e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexaldria, VA 22314. suite 109 Citrus el hts CA 95610 t Job Truss Truss Type City Ply Webb LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G R50739865 0517647 All ROOF SPECIAL 1 1 1 Row at micipt D -R, F -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference (optional) Systems PIUS LUmDer GO, Andersen, GA 8.11U S Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:43 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-VYIX97G87s9KbFP9km3XTloAmNtA3zAW ukCaXzA r2 i 22-0-_Q 81 I 4.46 I 412.60 I 6-060 26-5-13 I 6-0 0 4-2.12 .1.10 10 41 I 5-3 6 r 42-0-00 6-0 5-5-13 � Scale = 1:69.5 5x6 = G 4x6 = 3x4 — 3x6 = - 4x8 = 3x4 = 4x6 = 3x5 = 3x4 = I� 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rrP12014 CSI. TC 0.28 BC 0.45 WB 0.55 Matrix -MSH DEFL. in Vert(LL) -0.11 Vert(CT) -0.36 Horz(CT) , 0.10 (loc) I/dell Ud M -N >999 240 N -P >999 180 K n/a n/a PLATES GRIP MT20 220/195 Weight: 204 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (4-10-4 max.): E -F. WEBS 2X4 OF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: E-P,F-N,G-N: 2X4 DF No.1&Btr G 6-0-0 oc bracing: B -R. WEBS 1 Row at micipt D -R, F -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=10/0-5-8, R=2071/0-5-8, K=1620/0-5-8 Max Horz B=167(LC 12) Max Uplift B=-116(LC 22), R=-280(LC 8), K=-241 (LC 9) Max Grav B=87(LC 19), R=2071(LC 1), K=1620(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1 TOP CHORD B -C=-1411710, C -D= -50x/03, D -E=-1568/245, E -F= -1777/271,'F -G=-1517/285, G -H=-1909/316, H -J= -2579/379,J -K=-2754/352 BOT CHORD B -R=-576/196, Q -R=-169/995, P -Q=-130/1359, N -P=-149/1765, M -N=-75/1912, K -M=-201/2394 WEBS C -R=-305/161, D -R=-2244/284, 0-0=0/539, E -Q=-254/56, E -P=-108/761, F -P=-529/149, F -N=-679/189, G -N=-169/1198, H -N=-642/258, H -M= -103/564,J -M=-355/189 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcLrrent with any other live loads. Q�VESS/ON 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �.� 1E0 q� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �tvQ cj� OSS �2C 6) A plate rating reduction of 20% has been applied for the green lumber members. ti JP F� Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint B, 280 Ib uplift atLo C 75435 c m joint R and 241 Ib uplift at joint K. ;0 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/31/2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OF June 5,2017 ,& WARNING - Verity design perametom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103,2013 BEFORE USE. WitDesign valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parame:ers and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiT®k, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB.89 and BCS/ Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexancda, VA 22314. Suite 109 Citrus Helotils. CA 95610 Job Truss Truss Type Oty Ply Webb LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Bir G TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc puffins, except BOT CHORD 2X4 DF No. 1&Bit G 850739666 0517647 Al2 ROOF SPECIAL 1 1 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=-3/0-5-8, R=2085/0-5-8, K=1618/0-5-8 Max Horz B=167(LC 8) Job Reference o /lona/ Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:44 2017 Page 1 ID:PINTrn9c5Sngnm1VllgVkizD S6-zlsvNTGmuAHBDO LIUamODKKBn9DoLngCYU16zzA r1 i •2-0-0 4-2-12 9-4-6 14-6.0 18-6.0 21-0.0 26-5-13 31-11.11 38-0-0 40-0-0 4-2-12 1 5 1-10 1 5 1-10 4-0-0 1 2 6-0 1 5.5 13 Scale = 1:69.5 06 II 6x6 = 5x6 = G 3x5 = 3x4 II 4x8 = 3x4 = 4x8 = 6x8 = 4x6 = 5x8 = IT 0 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rrP12014 CSI. TC 0.30 BC 0.65 WB 0.85 Matrix -MSH DEFL. in Vert(LL) -0.24 Vert(CT) -0.64 Horz(CT) 0.08 (loc) Well Ud M -N >999 240 M -N >635 180 K n/a n/a PLATES GRIP MT20 220/195 Weight: 210 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Bir G TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc puffins, except BOT CHORD 2X4 DF No. 1&Bit G 2-0-0 oc purlins (5-0-8 max.): E -F. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. E-N,F-N,G-N,G-M: 2X4 DF No.1&Bir G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=-3/0-5-8, R=2085/0-5-8, K=1618/0-5-8 Max Horz B=167(LC 8) Max Uplift B=-122(LC 22), R=-297(LC 8), K=-241 (LC 9) Max Grav B=78(LC 19), R=2085(LC 1), K=1618(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-151/756, C -D=-13761187, D -E=-1599/257, E -F=-1642/251, F -G=-1855/314, G -H=-2512/522, H -J=-2369/306, J -K=-2713/371 BOT CHORD B -R=-614/168, Q -R=-614/168, P -Q=-151/1159, N -P=-105/1363, M -N=-40/1408, K -M=-217/2379 WEBS C -R=-1964/350, C -Q=-206/1923, D -Q=-650/148, D -P=-11/319, E -N=-81/595, F -N=-1027/228, G -N=-171/846, G -M=-353/1196, H -M=-483/280, J -M=-425/209 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide QROFESS/pN will fit between the bottom chord and any other members, with BCDL = 10.Opsf. T EO q� 6) A plate rating reduction of 20% has been applied for the green lumber members. PQM OOS+�F'yC 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint B, 297 Ib uplift at J Lin Z joint R and 241 Ib uplift at joint K. w w C 75435 rn IZ 8) Graphical purfin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. uJ 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumter Co. EXP. 03/31/2018 OF CAL June 5,2017 ,& WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component. not OF a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OS13-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I ht CA 95610 Job ` Truss Truss Type Qty Ply Webb TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.08 0 >999 240 850739867 0517647 A13 ROOF SPECIAL 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 L n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:46 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6 -v7 fn910QnXvSi8kPvcE5e0fCbuOGFUzgszsBszA_r7 4-2-12 -6 6-6-0 20-" 21 2 5-13 3 -1 - 38-0-0 -0 2-0-0 4-2-12 6.1.10 6-1-10 4-0-0 0 5-5-13 5.5.13 6-0-5 6x6 = 6.00 5x6 = 5x6 = Scale = 1:70.7 3x5 3.4 II 4x8 = 3x4 = 3x6 = . 5x14 = 3x4 = 2x4 II 4x6 = 4.2.12 I 10.4-6 I 16-6.0 I 20.6-0 1 26-5-13 . I 31.11-11 I 38.0.0 4.2.12 6-1-10 6.1-10 4.0.0 5.11-13 5-5-13 6.0.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/del L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.08 0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.32 O -P >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 L n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 218 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.l&Btf G TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btf G 2-0-0 oc purlins (5-2-9 max.): F -G. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C-T,C-S,E-S,I-O,K-0,K-N: 2X4 DF Stud/Std G 6-0-0 oc bracing: B-T,S-T. WEBS, 1 Row at micipt F -R, G -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=58/0-5-8, T=2016/0-5-8, L=1626/0-5-8 Max Horz B=-167(LC 13) Max Uplift B=-87(LC 20), T=-230(LC 8), L=-242(LC 9) Max Grav B=127(LC 19), T=2016(LC 1), L=1626(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-105/605, C -E=-1557/174, E -F=-1615/235, F -G=-1475/272, G -H=-1519/261, H -1= -1684/263,1 -K= -2250/307;K -L=-2786/345 BOT CHORD B -T=-474/151, S -T=-474/151, R -S=-114/1310, P -R=-7/1357, O -P=-48/1937, N -O=-195/2420, L -N=-195/2420 WEBS C -T=-1891/295, C -S=-121/1891, E -S=-510/118, F -P=-91/368, G -P=-651/97,1-0=-12/444, K -O=-555/168, H -P= -93/1042,1-P=-730/223 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 Ib uplift at joint 8, 230 Ib uplift at joint T and 242 Ib uplift at joint L. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. e\OF ESS/ON T EODOs �F2 wP C 75435 (P U June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not�- e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus I his. CA 95610 III Job ' Truss Truss Type Oly PlyWebb PLATES GRIP MT20 220/195 Weight: 169 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD R50739868 0517647 � B01 Hip 1 1 Rigid ceiling directly applied or 6-0-0 oc bracing. C-M,D-K,G-H: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -J, E -I, F -I OTHERS 2X4 OF Stud/Std G Job Reference (optional) SySIMS PIUS Lumber Go, Anderson, GA 6.110 S Apr 13 2017 MiTek Induslnes, Inc. Sat Jun 312:32:472017 Page 1 ID:PINTm9c5SngnmlVllgVkizD S6-NKX1?VJeA5gm4s)wzc7TdrypO_Gf?s)6uWIP)IzA_r_ •2-0-0 •2-12 11-4-6. 18.6-0 9-6- 2.0.0 4-2-12 7-1-10 7.1.10 -0-0 5.11-8 6x6 = 4x6 = 6.00 12 E F 3x4 = 2x4 II 3x6 = 30 = 3x4 = 4x8 = 3x4 II Scale = 1:58.4 a n R LOADING (pst TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015frP12014 CSI. TC 0.39 BC 0.28 WB 0.20 Matrix -MSH DEFL. in Vert(LL) -0.04 Vert(CT) -0.14 Horz(CT) 0.05 (loc) I/deft Lid J -K >999 240 J -K >999 180 R n/a n/a - PLATES GRIP MT20 220/195 Weight: 169 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E -F. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-M,D-K,G-H: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -J, E -I, F -I OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=254/0-5-8, M=1060/0-5-8, R=808/0-3-8 Max Horz B=310(LC 8) Max Uplift B=-23(LC 4), M=-238(LC 8), R=-114(LC 8) Max Grav B=255(LC 19), M=1060(LC 1), R=808(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-906/93, D -E=-589/113, E -F=-387/128, F -G=-501/123 BOT CHORD J -K=-187/731, I -J=-48/429 WEBS C -M=-943/316, C -K=-111/766, D -J=-400/181, E -J=-54/340, E -I=-423/148, G -I=-87/525 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green -lumber members. 7) Bearing at joints) R considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 Ib uplift at joint B, 238 Ib uplift at joint M and 114 Ib uplift at joint R. 9) Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/pN TEOD q�F os� '1,G7 w C 75435 mC m * EXP. 03/31/2018 June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters end property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11 '�e l.' Is a[ways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 1 Job ' Truss Truss Type Oty Ply Webb TCDL 10.0 Lumber DOL ' BCLL 0.0 R50739869 YES 0517647 B02 Roof Special 1 1 TOP CHORD 2X4 DF No. 1&Bir G BOT CHORD 2X4 DF No.1 &Btr G TOP CHORD WEBS 2X4 DF No. 1&Btr G *Except* Job Reference ( plional Systems Plus Lumber Co, Anderson, CA 6.110 S Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:48 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-sW50CgJGxOod1017XKelA3V ?OcjkK3F7ASzEkzA_gz 0 I 2-0-0 -2-12 I 11-706 I 19-0-0 25-5-84 I 6.5-8 4x6 = Scale = 1:59.1 � gE 6.00 12 F 30 = 2x4 II 3x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015rrP12014 LUMBER-. Weight: 147 Ib FT = 20% TOP CHORD 2X4 DF No. 1&Bir G BOT CHORD 2X4 DF No.1 &Btr G TOP CHORD WEBS 2X4 DF No. 1&Btr G *Except* except end verticals. C-L,E-J,G-H: 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 DF Stud/Std G WEBS 3x4 = 4x8 = 3x4 II CSI. DEFL. in (loc) I/deft• Ud PLATES GRIP TC 0.44 Vert(LL) -0.04 'J -L >999 240 MT20 220/195 BC 0.29 Vert(CT) -0.13, J -L >999 180 WB 0.19 Horz(CT) 0.05 0 n/a We Matrix -MSH Weight: 147 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E -I MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=257/0-5-8, L=1031/0-5-8, 0=810/0-3-8 Max Horz B=316(LC 34) Max Uplift B=-23(LC 4), L=-223(LC 8), 0=-124(LC 34) Max Grav B=260(LC 19), L=1031(LC 1), 0=811(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -E=-919/99, E -F=-565/110, F -G=-531/138 BOT CHORD I -J=-196!741 WEBS C -L=-915/307, C -J= -117x752, E-1=449/198, G -I=-97/519 NOTES. (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; &CDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurerd with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 0 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 Ib uplift at joint B, 223 Ib uplift at joint L and 124 Ib uplift at joint 0. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 Ib down and 81 Ib up at 2-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: A -F=-60, F -G=-60, H -N=-20 OQ\kOFESS6 SFr 1E000 �Fti W C 75435 NC m A * EXP. 03/31/2018 June 5,2017 A WARNING -Verify design paramefom and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®k, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, a" ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 s ff Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: R=23 4 _ - f Job Truss Truss Type Qty Ply Webb ' 850739869 0517647 802 Roof Special 1 1 Job Reference (optional) 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:48 2017 Page 2 ID:PINTrn9c5SngnmlVilgVkizD_S6-sW5QCgJGxOodi017XKeiA3V 70c)kK3F7ASzEkzA_gz r r 4 ' A WARNING - VeAly design paremeten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not • ' e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, amANSI?PI1 Quality Criteria, DSB-89 end SCSI Building Component 7777 Greenback Lane Sefey Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314 _ Suite 109 Citrus Heights. CA 95610 . , r _ r r t - A WARNING - VeAly design paremeten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not • ' e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, amANSI?PI1 Quality Criteria, DSB-89 end SCSI Building Component 7777 Greenback Lane Sefey Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314 _ Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oly PlyWebb A� ,g PLATES GRIP TCLL 20.0 3x4 = TC 0.64 R50739870 0517647 803 Roof Special Girder 1 1 Vert(CT) -0.12 I -J >999 180 BCLL ' 0.0 Rep Stress Incr NO WB 0.37 Job Reference (optional) bySlenlS PIUS LUmDer Go; Anderson, GA 6.1 IU S Apr 13 ZV1 ( MI IeK Industries, Inc. bel Jun 3 12:32:49 2017 Page 1 ID:PINTm9c5SngnmlVilgVklzD S6-KIfoOAKuliwUJAtJ419xiG25bozhTkSPMgBWnBzA_qy 1 4 _ 9-1.73-0-15 I 19.0.0 I 22-1-0 1 25.5-8 I 4-2-12 4.11.1 4-11-1 4-11.1 3-1-0 3-4-8. v J LOADING (pso r CSI. A� ,g PLATES GRIP TCLL 20.0 3x4 = 4x6 = 6.00 12 F N m L K u J v W I 2x4 II 3x6 = - 3x4 = . 4x8 = 4x6 = 3x5 = Scale = 1:59.9 4-2-12 1 9.1.13 - 14-0.15 i 19.0-0 4-2.12 4-11-1 4-11-1 4-11-1 1 25.5.8 I ' 6.5.8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.05 I -J >999 .240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.12 I -J >999 180 BCLL ' 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.04 S n/a We BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 167 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Bit G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. E-J,F-J,G-J,G-1: 2X4 DF No.18Btr G WEBS 1 Row at midpl E -J, G-1 OTHERS- 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=71/0-5-8, N=1253/0-5-8, S=812/0-3-8 Max Herz A=2811 ILC 81 Max Uplift N=-249(LC 8), S=-123(LC 8) Max Grav A=94(LC 16), N=1253(LC 1), S=817(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-890/69, C -E=-778/122, E -F=-516/124, F -G=-483/147, 1-0=-95/724, H -O=-95/724 BOT CHORD K -L=-194/700, J -K=-143/635, I -J=-49/282 WEBS B -N=-1135/290, B -L=-123/846, E -J=-432/183, G -J=-53/347, G -I=-694/135 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.33 plate J grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ' will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) S considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 Ib uplift at joint N and 123 lb uplift at joint S. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 Ib down and 47 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD,CASE(S) Standard / 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) ' Vert: A -F=-60, F -H=-00, I -P=-20 1tVp0 `�2\ sF C75435 `�� rn I*rEXFP. 0313112018 June 5,2017 AWARNING - Vadly doslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M ITBk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, DSB-69 and Best Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus i his. CA 95610 Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:32:50 2017 Page 2 ID:PINTm9C5SngnmlVllgVkizD S6-ouDAdWLXT02LxJSVekhAFUaGLCJwCBIYbUx3JdzA_qx LOAD CASE(S) Standard' Concentrated Loads (lb) Vert: T=-134(8) ' Job Truss Truss Type Oty Job Truss Truss Type Oty a r A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITPK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MtTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall - e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'y'ITBk• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - _ Suite 109 Citrus t CA 9561 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITPK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MtTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall - e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'y'ITBk• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - _ Suite 109 Citrus t CA 9561 Job Truss Truss Type City Ply Webb 1.15 TCDL 10.0Lumber DOL 1.15 850739871 0517647 B04 Roof Special Girder 1 10.0 Code IBC20151TP12014 Weight: 424 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:52 2017 Page 1 ID:PINTm9c5Sngnm l VI1 gVklzD_S6-kHLw2CNn7d 13Adbum9jeKvfk 17xAg3Gr2nOAN WzA_gv I 4-23 1 8-1-3 I 12-0-0 1�1 21-M I 24-3-0 1 27-6-0 1 30.2-12 1 33-6-0 135-6-0 1 4-2-5 3-10-13 3.10.13 4-6.0 4.6.0 3-3-0 3.3.0 2-8.12 3.3.4 2.0.0 Scale = 1:61.4 4x6 = 3x4 d1 4x6 = 3x4 = 4x8 = 5x6 = 46 = 3x4 = 2x4 II 4x8 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC20151TP12014 LUMBER - DEFL. In TOP CHORD 2X4 DF No.t&Bir G BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G "Except" BC 0.39 D -R: 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) T=1799/Mechanical, J=2562/0-5-8 Max Hoa T=-173(LC 28) Max Uplift T=-311(LC 8), J=-664(LC 9) CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TC 0.18 Vert(LL) 0.15 O -P >999 240 MT20 220/195 BC 0.39 Vert(CT) -0.41 O -P >976 180 M18SHS 220/195 WS 0.50 Horz(CT) 0.08 J n/a n/a Matrix -MSH Weight: 424 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5.5-12 max.): F -H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2291/467, C -D=-2430/599, D -E=-2443/582, E -F=-0127/986, F -G=-6688/1678, G -H=-4472/1196, H -I=-5076/1328, I -J=-5032/1271 BOT CHORD S -T=-349/1863, R -S=-354/2138, P -R=-670/3635, O -P=-1525/6685, N -O=-1417/6046, M -N=-1417/6046, L -M=-1054/4473, J -L=-1054/4473 WEBS B -S=-39/428, C -S=-336/135, D -R=-440/1889, E -R= -2308/705,E -P=-572/2246, F -P=-3622/1016, F -O=-382/270, G -O=-150/832, G -N=-83/404, G -M=-2052/488, H -M=-496/2028, B -T=-2361/397 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 Ib uplift at joint T and 664 Ib uplift at joint J. 12) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not e buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Suite 109 Citrus CA 95610 / Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:52 2017 Page 2 ID:PINTm9c5Sngnm t VI1 gVklzD_S6-kHLw2CNn?d I3Adbum9leKvfkl?xAg3Gr2nOAN WzA_gv NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 Ib down and 85 Ib up at 18-6-5, 214 Ib down and 85 Ib up at 19-5-4, 214 Ib down and 85 Ib up at 21-5-4, 214 Ib down and 85 Ib up at 23-5-4, and 214 Ib down and 85 Ib up at 25-5-4, and 502 Ib down and 189 Ib up at 27-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ply Vert: A -D=-60, D -F=-60, F -H=-60, 1-1-0-60, J -T=-20 Concentrated Loads (lb) Vert: M= -502(F) Z= -214(F) AA= -214(F) AB= -214(F) AC= -214(F) AD= -214(F) - e I L rob7647 Truss Truss Type Oty PlyWebb 850739871 B04 Roof Special Girder 1 2 Job Reference (optional) AWARNING - Varl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 70/07/7013 BEFORE USE. Design valid for use only with Mrelc® connectors. This design Is based only upon parameters shown, and is for an IndiNdual building component, not ��- e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or individual truss web and/or chats members only. Additional temporary and permanent bracing MIT®k• . building required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII quality Criteria, OSB -09 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 213 N. Lee Street, Suite 312, Alexandde, VA 22314. Suite 109 ClInis HoInhIs. C 95610 Job ' Truss Truss Type City Ply Webb TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.15 K -L >999 240 850739872 0517647 B05 Roof Special 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.13 F n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:53 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-CTvJGYNPmxQvonA4JtEtt6CIvPDpPT67HR9kwyzA_qu 6-1-12 12-0.0 19-0-0 I 25-6-0 I 33-6-0 135-6-0 6-1.12 5.10-0 7.0-0 6-6-0 8-0.0 2-0-0 Scale = 1:61.4 4x6 = 3x6 = 4x10 = 4x8 = 3x5 = 2x4 II 3x6 = I 9-7-12 { 19-0.0 i 25.6-0 I 33.6-0 I 9-7-12 9-4-4 8-6.0 8-0-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.15 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0.56 I -K >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.13 F n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Weight: 162 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, BOT CHORD 2X4 DF NO.1&Btf G except end verticals, and 2-0-0 oc purlins (3-3-5 max.): D -E. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B-K,D-1,E-H,A-L: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -K, B -L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) L=1331/Mechanical, F=1458/0-5-8 Max Horz L=-172(LC 13) Max Uplift L=-145(LC 8), F=-276(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1686/278, C-0=-1376/216, D -E=-2804/467, E -F=-2437/396 BOT CHORD K -L=-173/1442, I -K=-267/2794, H -I=-216/2092, F -H=-214/2099 WEBS C -K=-74/963, D -K=-1794/391, D -I=-284/138, E -I=-82/829, E -H=01306, B -L=-1693/201 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=258; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at joint L and 276 Ib uplift at joint F. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. F ESS/0 1E0DCI 2 C 75435 Nc m EXP, 03131/2018 June 5,2017 ,& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 411II.7473 rev, 101032013 BEFORE USE. Design valid for use only with MITeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI7 quality Criteria, DSB-89 and BCS) Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oly Ply Webb LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Blr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X6 DF SS G R50739873 0517647 B06 ROOF SPECIAL GIRDER 1 2 Max Horz W=-182(LC 4) QRpFESS/ph, krQ q� TE00p Fy Max Uplift W=-514(LC 8), K=-326(LC 9) p sFN CZ FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:55 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-8sO3gEPiYgdl5KTRIGLyXHFUDzztOvHkleq_gzA_gs ,1.11.11 1. 5.4-5 1 8-8.15 l 13-8-15 1 18-8.15 I 23-8-15 1 26 -it -15 1 30-2-15 1_ 34-11.11 1 40.2.15 42I 2.15, 1.11.11 3-0.10 3-0-10 41 5-0-0 5-0-0 3-3-0 - 3-3-0 4.8-12 5-3.4 Scale = 1:72.1 3: 5x6 = 6.00 12 5x6 = 2x4 11 5x8 = 4x6 = , 5x8 V 4x8 = 4x4 = 2x4 I I 08 = 2x4 I I 4x6 = 40 = 5x8 = LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.17 BC 0.45 WB 0.50 Matrix -MSH DEFL. in Vert(LL) -0.12 Vert(CT) -0.35 Horz(CT) 0.08 (loc) I/deft Ud S >999 240 R -S >999 180 K n/a n/a PLATES GRIP MT20 220/195 Weight: 511 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Blr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (5-10-5 max.): A -D, G -l. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B-V,F-R: 2X4 DF No. 18Blr G REACTIONS. (Ib/size) W=3003/0-5-8, K=1827/0-5-8 Max Horz W=-182(LC 4) QRpFESS/ph, krQ q� TE00p Fy Max Uplift W=-514(LC 8), K=-326(LC 9) p sFN CZ FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. y J� TOP CHORD B -C=-4000/639, C -D=-5904/861, D -E=-3932/534, E -F=-2811/464, F -G=-2819/441, o�^ C 75435 G -H= -3521/565,H -I= -2646/487,1 -J= -3041/510,)-K=-3422/543 LU Lu C A BOT CHORD U -V=-657/4000, S -U=-870/5855, R -S=-429/3459, P -R=-327/3507, O -P=-315/3207, EXP. 03/3112018 N -O=-315/3207, M -N=-381/3015, K -M=-381/3015 WEBS B -W=-2819/517, S -V=-777/4756, C -V=-1526/251, C -U=-264/2279, D -U=-813/291, D -S= -2654/488,E -S= -144/1215,E -R= -1422/343,F -R=-297/2187, G -R=-1478/330, G -P=-410/152, H -P=-115/543, H -N=-979/130, I -N=-115/1106, J -N=-397/152 FOFCAL�F NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate QRpFESS/ph, krQ q� TE00p Fy grip DOL=1.33 5) Provide adequate drainage to water p sFN CZ prevent ponding. y J� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o�^ C 75435 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide LU Lu C A will fit between the bottom chord and any other members. EXP. 03/3112018 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 Ib uplift at joint W and 326 Ib uplift at joint K. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FOFCAL�F 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 24 Ib down and 27 Ib up at 3-9-11, and 174 Ib down and 74 Ib up at 5-9-11 and 1303 Ib down and 227 Ib up at 6-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. June 5,2017 A WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rov. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 r . Systems Plus Lumber Co, , Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:55 2017 Page 2 ID:PINTm9c5Sngnml Vll gVklzD_S6-8sO3gEPFlYgd 15KTRIGLyXHFUDzztQvHkleq_gzA_gs / LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) - Vert: A -D=-60, D -F=-60, F -G=-60, G-1=-60, I -L=-60, K -X=-20 Concentrated Loads (lb) r Vert: AA= -24 AB= -174(F) AC= -1303(F) Job Truss Truss Type Qty Ply T2JWob 850739873 0517647806ROOF SPECIAL GIRDER ference (optional) AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 1010312015 BEFORE USE. R Oesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not [ • e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k• ` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tnisses and buss systems, see AMSIrrPI1 Quality Criteria, DSB•89 and BCS) Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . - Sulte 109 Citrus Helcibts.CA 95610 Job Truss Truss Type Qty PlyWebb 0.8.1 &9d SE•0 2&0 3-0-0 680 68.12 6-3d 1.2-12 Plate Offsets (X,Y)— [E:0-4-0,0-2-01, [H:0-3-6,Edgel R50739874 0517647 807 Roof Special 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.20 Q -S >999 240 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:32:56 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-d2aRuZQH3soUfFvf?7naVIglTdlDcpkRzP00WHzA_gr 1-01-H 1 bd-10 6.4.10 4.0.14 }i1.z 3-0-0 8-8.0 58-12 6--3.4 -42-M 1-2-12 Scale = 1:73.8 6x8 = 6.00 r2 6x 3x4 3x4 II 4x10 = 3x6 = 3x4 = 6x8 = - 3x4 = 2x4 II 4x6 = 2x4 II 6x8 = - 3x6 = 16161 0.8.1 &9d SE•0 2&0 3-0-0 680 68.12 6-3d 1.2-12 Plate Offsets (X,Y)— [E:0-4-0,0-2-01, [H:0-3-6,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.20 Q -S >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.61 Q -S >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.15 K n/a nla BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 230 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, BOT CHORD 2X4 OF No.1&Btr G except end verticals, and 2-0-0 oc purlins (3-4-5 max.): B-E, H -I. WEBS 2X4 OF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: I-O,G-Q,G-O: 2X4 DF No.1&Btr G 6-0-0 oc bracing: U-V,T-U. WEBS 1 Row at midpt D -T, H-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) T=1677/0-5-8, K=1650/0-5-8 Max Horz T=-209(LC 6) Max Uplift T=-240(LC 8), K=-291(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D -E=-3018/310, E -F=-3350/392, F -G=-2198/351, G -H=-2775/481, H -I=-2454/391, I -J=-2452/408, J -K=-29261454 BOT CHORD S -T=-205/1710, O -S=-199/2327, 0-0=-72/1913, N -O=-129/2124, M -N=-290/2553, K -M=-290/2553 WEBS D -T=-2133/328, D -S=-123/1635, E -S=-1698/277, H -O=-1555/362, 1-0=-100/444, I -N=-14/444, J -N=-093/185, G -Q= -121x/43, G -O=-339/1421, F -S=-131/1073, F -Q=-718/221 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. Q�OFESS6 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l� O T EO 9`F 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members.W w C 75435 c n 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 Ib uplift at joint T and 291 Ib uplift at M joint K. EXP. 0313112018 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. nF 9) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 A WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 rev. 1010312015 BEFORE USE. am - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus i fits 95610 t Job l Truss Truss Type Oty Ply Webb TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.23 P -Q >999 240 850739875 0517647 BOB Roof Special 1 1 BCLL 0.0 Rep Stress lncr YES WB 0.65 Horz(CT) 0.14 J n/a n/a Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:57 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-5F8p5vQwggwLHOUrYjJplyNVuObXLH6aC37x3jzA_qq - o -z -1s 1-11-11 9 5.0.0 5-0-0 - 8-0-0 - •0-0 8E-0 B-8-12 73.4 Scale = 1:72.2 6.00 4x6 n- 9 6x8 = 6x6 = 5x6 = r F 3x4 II 504 = r 3x6 = 4x6 = 4.6 = 4x8 = - 20 II 4x6 = 6x8 = LOADING (pso SPACING- 2-0-0 - CSL DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.23 P -Q >999 240 MT20 220/195 TCDL - 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.77 P-0 >597 180 BCLL 0.0 Rep Stress lncr YES WB 0.65 Horz(CT) 0.14 J n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 225 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc puffins (3-11-6 max.): C -E, G -H. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: F-P,F-N,G-L,I-L: 2X4 DF No.18Btr G 6-0-0 oc bracing: Q -R. WEBS 1 Row at midpt D-0, G -N, G -L, MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) - J=1519/0-5-8, 0=1689/0-5-8 Max Horz Q=-190(LC 6) Max Uplift J=-243(LC 9), Q=-242(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -.All forces 250 (Ib) or less except when shown. TOP CHORD D -E=-2652/296, E -F=-2994/406, F -G=-2333/416, G -H=-1952/398, H -I=-2284/393, -J=-2906/466 BOT CHORD P -Q=-206/1618, N -P=-98/1903, L -N=-99/2075, K -L=-327/2531, J -K=-327/2531 WEBS D -Q= -2009/311,D -P= -116/1367,E -P= -1604/329,F -P= -227/1133,F -N=-293/1348, G -N=-1177/360, G -L=-335/93, H -L=-7/603, I -L=-657/243, I -K=0/289 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=_&Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vesical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint J and 242 Ib uplift at joint 0. 8) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9 N r June 5,2017 A WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 102317015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building required for stability and to prevent collapse with possible personal injury and properlym damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Citrus Hal his, CA 95610 Job " Truss Truss Type Qty Ply Webb 850739876 0517647 B09 Roof Special 1 t Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:32:59 2017 Page 1 ID:PINTm9c5Sngnm t Vit gVkizD_S6-1 dGa W bSAMnA3WieEg7LH6NSgZgKmp58tfNc27czA_qo 4.7.7 9-8-3 1 7• 14•&15 19.8-15 24-2-15 31 .11.11 38-8-3 0.2.15 4.7.7 5-0-12 0-11 4-1-8 500 4$-0 7-8-12 6.8.8 1-6-12 5x6 = 6x6 = Scale = 1:72.0 3.4 II 4x4 2x4 II 4x8 = 3x6 = 4x8 = 3x6 = 3x4 = 6x6 = 3x5 = 20 II 3x5 = 10-&15 i0 -7.1i 5 5 3114.3 1.11.11 2.7.12 5012 11 400 SPO 400 7-&12 6-8-0 0-1.8 Plate Offsets (X,Y)— [6:0-2-8,0-1-01,[Q:0-3-8,0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.10 N-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.37 K -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.09 1 n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 239 lb FT = 20% LUMBER- BRACING- TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, BOT CHORD 2X4 DF No.l&Btr G except end verticals, and 2-0-0 oc purlins (4-3-12 max.): B -D, E -F. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E-N,F-N,F-L,G-L,B-Q,C-O: 2X4 DF No.1&Btr G WEBS 1 Row at midpt F -N, G -L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=-1/0-5-8, S=1613/0-5-8, J=1597/0-5-8 Max Horz S=-193(LC 6) Max Uplift 1=-16(LC 3), S=-245(LC 8), J=-220(LC 9) Max Grav 1=19(LC 9), S=1613(LC 1), J=1597(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1701/278, C -D=-2264/313, D -E=-19641264, E -F=-1696/275, F -G=-1936/230, G -H=-2314/270 BOT CHORD R -S=-73/694, O -R=-74/691, 0-0=-19911699, N -O=-227/2235, L -N=-40/1631, K -L=-131/1995 WEBS B -S=-1604/238, 0-0=-483/115, D -N=-784/201, E -N=-52/561, F -N=-103/280, F -L=-30/407, G -L=-452/224, C -Q=-975/197, B -Q=-182/1495, C -O=-75/804, H -J=-1458/324, H -K=-123/1761 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. Qp,OFESS/�N 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I EQD� 4( 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. v~j J! s(�(P 6) A plate rating reduction of 20% has been applied for the green lumber members. O C 75435 n m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint I, 245 Ib uplift at joint w C M S and 220 Ib uplift at joint J. EXP, 03/31/2018 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. * # 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OFCALIF June 5,2017 AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. IOM3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I his. CA 95610 r Job ' . Truss Truss Type Qty Ply Webb TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.15 N -O >999 240 850739877 0517647 - . B10 Roof Special 1 1 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WS 0.72 Horz(CT) 0.11 L n/a n/a Job Reference (optional) Systems Plus Lumber Go, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:00 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD_S6-VggykxTo74lw8sDQErsWfb?1 EBYchlulMbf2zA_gn 2. 7.7 8.7.7 12-8-15 16$-15 21.8.15 22,2-05 2%Ll12 33-10.10 38-8.3 0-2.15 2.7.7 6-0-0 4.1-8 4-0-0 5-0.0 5.9-13 5-9-t3 4.9.9 1.8-12 Scale = 1:74.5 10 I 4X6 5x6 = 6x6 = X WV U t S Ab R At, u P D Au At N M 3x4 II 2x4 II 3x6 = 4x8 = 2x4 II • 4x8 = 3x4 = 3x5 = 410 = 3x4 = - 6x6 = I 3x6 = 3x4 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.15 N -O >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.43 N -O >999 180 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WS 0.72 Horz(CT) 0.11 L n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MSH Weight: 264 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc pudins, BOT CHORD 2X4 OF No. 18Blf G except end verticals, and 2-0-0 oc purlins (4-3-10 max.): B -C, D -E, WEBS 2X4 OF Stud/Std G *Except* F -G. B-U,E-S,E-P,F-P,G-0,H-0,G-P: 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: W -X. WEBS 1 Row at midpt H-0, J -M, G -P - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) W=1614/0-5-8, L=-22/Mechanical, M=1616/0-5-8 Max Harz W=-208(LC 6) Max Uplift W=-260(LC 8), L=-87(LC 3), M=-206(LC 9) r FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , TOP CHORD B -C=-1855/291, C -D=-1986/321, D -E=-1710/317, E -F=-1749.'288, F -G=-1500/292, ' G -H=-1753/291, H -J=-2169/309, J -K=-276/86 BOT CHORD V -W=-43/308, U -V=-46/311, S -U=-263/1820, R -S=-222/1997, P -R=-221/1999, O -P=-72/1489, N -O=-106/1815, M -N=-198/1875 WEBS B -U=-290/2016, C -U=-1065/234, D -S=-43/632, E -S=-566192, E -P=-818/227, F -P=-123/519, G -O=-60/563, H -O=-503/236, H -N=-7/267, K -M=-289/187, J -M=-2036/254, G -P=-1731312, B -W=-1350/184 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ROFESS/ 3) Provide adequate drainage to prevent water ponding. �O jEOQ 4(� 4) All plates are MT20 plates unless otherwise indicated. Q� t7 �Ji 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti Jr sF� CZ 6) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wideW C 75435 C will fit between the bottom chord and any other members, with BCDL = IO.Opsf. LU w M 7) A plate rating reduction of 20%'has been applied for the green lumber members. EXP, 03131/2018 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 Ib uplift at joint W, 87 Ib uplift at joint L and 206 Ib uplift at joint M. 10) Graphical purtin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. OFCAU 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �- e truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11 I ��®1.' building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V� Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Streel, Suite 312, Alexardda, VA 22314. Suite 109 ritEMs H i hts CA 95610 June 5,2017 Job ' Truss Truss Type Cty / 7-0.4 Webb 0.2.12 grip DOL=1.33 Plate Offsets (X,Y)- [B:0-4-10,Edgel, (C:0-3-6,Edgel, fD:0-4-12.0-1-41, fE:0-2-12.0-2-01, fS:0-4-120-1-121, fT:0-2-4.0-1-81 [ly� 850739878 0517647 Bit Roof Special 1 1 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.13 M -N >999 240 MT20 2201195 TCDL 10.0 Job Reference (optional)_ Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:02 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-RCxi8dU2eiYeNAMpLGu_kO4Ne1LSOaIJLLdkxzA_gl 11.8.15 I 768.0.-105 t 51310.8 I -7 I I 27.10-12 I 53-1.09-.10 I 43.81-8-.39 1t0.62-.1125 0 14-0-0 4-4-8 5-10-3 � Scale = 1:72.2 5x6 = 4x6 3x4 II 4x10 = 3x6 = 2x4 II 4x6 = 08 = 3x4 = 4x4 = 3x6 30 = 3x5 = t-11.11 v -a is Ta is to 7a naa 24ant ata-ts a to a a -ts 1-8-ts S9d 510.8 4 -?O 7-0.4 I 7-0-4 7.Od 1-6-12' 0.2.12 grip DOL=1.33 Plate Offsets (X,Y)- [B:0-4-10,Edgel, (C:0-3-6,Edgel, fD:0-4-12.0-1-41, fE:0-2-12.0-2-01, fS:0-4-120-1-121, fT:0-2-4.0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.13 M -N >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.41 N -P >999 180 * , BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.11 L n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 240 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&BIT G TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, BOT CHORD 2X4 DF No. 1&Bir G except end verticals, and 2-0-0 oc purlins (4-2-9 max.): B -C, D -E. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B-S,D-S,E-0,E-N,F-N: 2X4 DF No.1&Btr G 6-0-0 oc bracing: T -U. WEBS 1 Row at midpt E -N, I -L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) T=1599/0-5-8, L=1609/0-5-8 Max Horz T=-211(LC 6) Max Uplift T=-258(LC 8), L=-219(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1973/299, C -D=-2230/404, D -E=-1783/334, E -F=-1507/295, F -G=-1934/324, G -I=-2215/338, I -J=-307/87 BOT CHORD O -S=-213/1795, P -O=-207/2009, N -P=-205/2013, M -N=-114/1837, L -M=-191/1919 WEBS B -T= -1502/322,B -S= -335/2260,C -S=-1321/350, D -S=-115/312, D -O=-23/547, E-0=443/86, E -P=0/263, E -N=-1000/232, F -N=-172/1302, 6-N=-464/255, J -L=-298/182, I -L=-2054/243 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q\kOFESSI pN 5)' This truss has been designed for a live load of 20.Opsf on the bottom chcrd in all areas where a rectangle 3-6-0 tall by 1-0-0 wide F.� IE0 q� SOS, F7i will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) A rating reduction 20% has been for the lumber plate of applied green members. 7) Provide mechanical connection (by others) of truss to bearing plate capab^e of withstanding 258 Ib uplift at joint T and 219 Ib uplift at w W C 75435 c m joint L. LU 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. EXP. 03/31/2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * , June 5,2017 AWARNING . Verify design pammefere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, a" ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hot h s CA 95610 f Job Truss Truss Type (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.14 T -V >999 240 �Oly [lyWebb R50739879 0517647 812 Roof Special 1 1 Horz(CT) 0.09 M n/a n/a BCDL 10.0 _ Code IBC2015frP12014 Matrix -MSH Job Reference optional systems rtus Lumber co, Anderson, UA _ 8.110 s Apr 13 2017 MiTek Industries. Inc. Sat Jun 3 12:33:03 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-vPV5MzVgP?hV?Jx?vzODHDdadRhzlxHTa?aFGNzA_gk 22.2-15 3 a 311-11 1.9-0 4.11-0 • 4-11-0 4.0.0 2.1.8 0.6 5-s. 9 I 5-9.10 I - 4 989 -r7{r 12� ' Scale - 1:73.9 5x6 = ' 6x6 = 6x6,=' 402 = — M 17 R 0 - X '. W V A. u r� T Nu S, O P At Ar u - N 4x6 = 2x4.11 6x8 = 4x6 = 3x4 = _ 3x4 = 4x8 = 3x4 = 3x5 = 3x6 = 3x4 = 3x5 = + r 22.2.15 311.11 1.9-4 19"'11 O 4-0-0 2-i-8 &2.10 8.2.10 1$ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.14 T -V >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.48 T -V >868 180 SCLL 0.0 Rep Stress Incr YES WE, 0.86 Horz(CT) 0.09 M n/a n/a BCDL 10.0 _ Code IBC2015frP12014 Matrix -MSH Weight: 267 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Btf G ` TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (5-4-3 max.): A -C, E -F, WEBS 2X4 OF Stud/Std G *Except* G -H. E-T,E-S,F-S,F-Q,G-Q,H-P,I-P,H-Q: 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: W-X,V-W. WEBS 1 Row at midpt F -Q, I -P, K -N, H -Cl MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer • Installation quids. REACTIONS. (Ib/size) W=1710/0-5-8, N=1470/0-5-8, M=28/Mechanical ' Max Horz W=-197(LC 6) Max Uplift W=-274(LC 8), N=-199(LC 9), M=-47(LC 3) Max Grav W=1710(LC 1), N=1470(LC 1), M=34(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-774/56, C -D=-888/111, D -E=-1554/271, E -F=-1469/272, F -G=-1505/289, G -H=-1321/267, H -I=-1566/264, 1-0-2010/303, K -L=-354/90, L -M=-255/0 BOT CHORD T -V=-197/1285, S -T=-112/1330, Q -S=-109/1463, P -Q=-48/1321, O -P=-83/1661, N -O=-194/1758, M -N=0/258 WEBS B-W=-1682/259,B-V=-170/1596,C-V=-477/124,D-V=-908/180,E-T=0/267,E-S=-114/314, F -S=-295/122, F -Q=-578/208, G -Q=-154/551, H -P= -38/579,1-P=-516/237,1-0=-9/289, L -N=-276/186, K -N=-1809/244 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by. 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 Ib uplift at joint W, 199 Ib uplift at joint N and 47 Ib uplift at joint M. 1% 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W C 75435 °c 7 * EXP. 03/31/2018 June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERENCE PAGE UX7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek®conneclom. This design Is based only upon parameters shown, and is for en Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®k• building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job ' Truss ` Truss Type Oty Ply Webb TCDL 10.0 Lumber DOL 1.15 BC 0.54 BCLL 0.0 Rep Stress Incr YES 850739880 0517647 B13 Roof Special 1 1 TOP CHORD 2X4 DF No.1&BIr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G *Except* Job Reference (optional) byStems VIUS LUn1Der U0. Anderson, GA b.l 1U S Apr 13 zul I MI I ex Inauslnes, Inc. bat Jun 3 1z:33:u4 zu1 I Nage 1 ID:PINTm9c5SngnmlVilgVkizD S6-Ob3TZJWJAJpMcTWBThxSpR9h5r?aURHcpfKpppzA_gl 1 3.8-15 15.8-15 I 19-11-15 •24.2-15 I 31-11-11 f 38-8-3 X10-2-iS 3.8.15 6-0-0 6-0-0 4.3-0 4.3-0 7.8-12 6.8-8 1-6.12 Scale = 1:70.9 5x6 = 3x4 = 5x6 = 3x4 11 4x8 = 2x4 II 3x6 = 4x8 = 3x5 = 4x8 = 4x8 = 5x6 = 2x4 II 3-B-15 3-11 11 15 15-8-15 2!;L2-.105 31.11-11 38.8-3 0-2-1 3-8-15 0- - 2 5.9-0 6-0-0 6 7.8.12 6•B•8 1-6.12 Plate Offsets (X,Y)— 18:0-4-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 Lumber DOL 1.15 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER- - TOP CHORD 2X4 DF No.1&BIr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G *Except* C-0,C-N,D-N,E-N,E-L,F-L,G-L: 2X4 DF No.1&Btr G DEFL. in (loc) I/deo L/d PLATES GRIP Vert(LL) -0.19 L -N >999 240 MT20 220/195 Vert(CT) -0.49 L -N. >861 180 Horz(CT) 0.09 1 n/a n/a BRACING- TOPCHORD BOT CHORD WEBS REACTIONS. (Ib/size) 1=45/0 -5 -8,Q=170710 -5-8,J=1457/0-5-8 Max Horz Q=-156(LC 6) Max Uplift I=-1 (LC 5), 0=-212(LC 8), J=-211(LC 9) Max Grav 1=46(LC 20), 0=1707(LC 1), J=1457(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-150/318, C -D=-1581/188, D -E=-1336/207, E -F=-1476/252, F -G=-1762/222, G -H=-2161/270, H-1=-302/0 BOT CHORD P -Q=-135/1299, N -P=-135/1299, L -N=-63/1480, K -L=-132/1860, J -K=-18/319, I -J=-18/319 WEBS C -Q=-1977/185, D -N=-16/429, E -N=-395/140, F -L=0/445, G -L=-450/233, H -J=-1321/321, H -K=-115/1552 Weight: 221 Ib FT = 20% . Structural wood sheathing directly applied or 3-11-4 oc puffins, except end verticals, and 2-0-0 oc purlins (5-4-11 max.): A -B, D -F Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt C -Q, E -N, E -L, G -L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Dpsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift at joint I, 212 Ib uplift at joint Q and 211 Ib uplift at joint J. 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQtp,OFESS/ONq y�� �Q TEODC19, wC 75435 C Tin * EXP, 03/31/2018 OF June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ilrus el t CA 95810 0 '11U S Apr a 2u1 r MI I ek Inaustnes, Inc. Sat Jun 312:33:U52017 Page 1 ILI:PINTm9c5SngnmlVi1gVkizD S6-sndrneXxxdxCEd5000ShMelu7FLA0w6m1J3MLFzA_qi I 3-11-11 ' I 6-10 5 f 13-8.15 I 19 11-15 i 26-2-15 I 32.11-11 I 40 2 15 3.11-11 4.10.10 4-10.10 6.3.0 - 6.3.0 6.8.12 7.3-4 • Scale c 1:69.5 5x6 = 4x8 = 5x6 = 19 TrussTruss Type Oty Ply Webb850739881 F0517647 t I I 814 Hip 1 1 H 6 LQ 4 D V W N M X Job Reference o lienal 0 '11U S Apr a 2u1 r MI I ek Inaustnes, Inc. Sat Jun 312:33:U52017 Page 1 ILI:PINTm9c5SngnmlVi1gVkizD S6-sndrneXxxdxCEd5000ShMelu7FLA0w6m1J3MLFzA_qi I 3-11-11 ' I 6-10 5 f 13-8.15 I 19 11-15 i 26-2-15 I 32.11-11 I 40 2 15 3.11-11 4.10.10 4-10.10 6.3.0 - 6.3.0 6.8.12 7.3-4 • Scale c 1:69.5 5x6 = 4x8 = 5x6 = 19 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=2511; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 Ib uplift at joint H and 193 Ib uplift at joint O. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. L0313112018 1 c Vp0`rF�2�'\ 75435 NC m t June 5,2017 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameter: shown, and Is for an individual building component. not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hta CA 95610 A I I H 6 LQ 4 D V W N M X L K Y ' 4x4 = - 34 = 4x8 = 2x4 11 4x6 = 4x8 = 2x4 11 4x6 = 3x5 = 3-11-11 193-984 5 I 2662315 326811--it 470.2--415 -0 + 16.3.0 2 33-11-11 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.15 M-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.47 M-0 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(C;T) 0.12 H n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 200 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc puffins, except BOT CHORD 2X4 OF No.1 &Bit G 2-0-0 oc purlins (4-8-13 max.): D -F. WEBS 2X4 OF Stud/Std G *Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: E-M,E-J,G-J: 2X4 DF No. 18Btr G 6.0-0 oc bracing: A-0. l WEBS 1 Row at midpt C -O, E -M, E -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=1433/0-5-8, 0=1786/0-5-8 Max Horz 0=-125(LC 9) r - Max Uplift H=-173(LC 9), 0=-193(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-1674/193, D -E=-14401191, E -F=-1778/254, F -G=-2090/235, G -H=-2719/313 BOT CHORD M -O=-14011218, L -M=-150/1866, J -L=-150/1866, I -J=-191/2365, H -I=-191/2365 WEBS B -O=-296/186, C-0=-1887/143, C -M=-38/383, D -M=-0/450, E -M=-696/160, E -L=0/302, E -J=-324/136, F -J=0/574, G -J=-664/252, G-1=0/292 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=2511; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 Ib uplift at joint H and 193 Ib uplift at joint O. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. L0313112018 1 c Vp0`rF�2�'\ 75435 NC m t June 5,2017 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameter: shown, and Is for an individual building component. not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hta CA 95610 Job ' Truss Truss Type Qty PlyTJob 1 i 4.6-0 5-8.12 6-3-0 Plate Offsets (X,Y)— IU:0-3-8,0-2-01 E -R=-650/172, E -Q=-377/143, F -Q=-316/1640, G -Q=-1251/346, G -O=-100/318, LOADING (psf) SPACING- 2-0-0 R50739882 0517647 B15 Roof Special 1 TC 0.31 Vert(LL) -0.12 0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 erence(013tionall systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:07 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-oAlbCKYBTEBwTxFmBpU9R3nGA23ahIX2VdYTP8zA_qg I 4-1-0 7.11-2 1 11-8� 15-8.15T-1„519-2-15{ 23-6-15 j 28.2.15 + 33.11-11 I 40-2.151.422:15 4-1-0 3.9.13 3.9.13 4-0-0 1.9-0 1-9-0 4-6-0 4-6.0 5.8.12 6.3.4 2.0.0 Scale = 1:72.0 5x6 = 6x6 = 402 = F 6x6 = 30 = 5x6 = 3x5 = -v 4x8 = 3x6 = 3x5 = 8x8 = 3x4 = 4x8 = 2x4 II 4x6 = 3x4 = 3x6 = I 4�7 7.11.2 11.8-15 } 15-8.15 1 19-2-15 } 23.8-15 28�I 33-11-11 40-2-15 4-1-4 0-{'-3 3-8.11 3-9-13 4-0-0 3.6.0 4-6.0 1 i 4.6-0 5-8.12 6-3-0 Plate Offsets (X,Y)— IU:0-3-8,0-2-01 E -R=-650/172, E -Q=-377/143, F -Q=-316/1640, G -Q=-1251/346, G -O=-100/318, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.12 0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.37 0-0 >999 180 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 K n/a n/a 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint A, 293 Ib uplift at BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FOFC kl � Weight: 235 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.l&Btf G TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc pudins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Stud/Std G *Except* 2-0-0 oc purlins (4-6-4 max.): D -E, G -I. G -0,H -N: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-V,U-V. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-2-7 except (jt=length) K=0-5-8, V=0-3-8, V=0-3-8. (lb) - Max Horz A=-159(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except A=-385(LC 20), K=-293(LC 9), V=-265(LC 8), A=-384(LC 1) Max Grav All reactions 250 Ib or less at joint(s) A except K=1507(LC 1), V=2217(LC 1), V=2217(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-101/1078, B -C=-862/149, C -D=-1339/221, D -E=-1667/303, E -F=-1710/346, F -G=-2093/413, G -H=-2033/419, H -I=-1816/407, I -J=-2120/413, J -K=-2616/458 BOT CHORD A -V=-899/225, U -V=-899/225, T -U=-99/715, R -T=-83/1173, O -R=-87/1651, 0-0=-82/1904, N -O=-143/2031, M -N=-294/2278, K -M=-294/2278 WEBS 8-V=-2046/294, B -U=-141/1867, C -U=-909/121, C -T=-47/673, D -T=403/83, D -R=-158/866, E -R=-650/172, E -Q=-377/143, F -Q=-316/1640, G -Q=-1251/346, G -O=-100/318, H-N=-367/99,1-N=47/636,J-N=-521/187 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; Q,OFESS/ON MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate rte TEOD �(F grip DOL=1.33 s�N 3) Provide adequate drainage to prevent water ponding. h Jt y 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o C 75435 n r11 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide U w C rn will fit between the bottom chord and any other members, with BCDL = IO.Opsf. EXP, 03/31/2018 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint A, 293 Ib uplift at joint K, 265 Ib uplift at joint V and 385 Ib uplift at joint A. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FOFC kl � 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 ,& WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not�- e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* le always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights.CA 95610 rM Job Truss Truss Type Qty TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 TCDL 10.0 Lumber DOL [ly.Webb R50739883 0517647 B16 Roof Special 1 1 Code IBC2015rTP12014 - LUMBER - - Job Reference (optional) systems rius LUMDer t,0, mnuerson, %,A 15.11U S Apr I J ZU1 7 MI I ek Industries, Inc. Sat Jun 3 12:33:08 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD_S6-GMJ PgZpEYJn55gziW70_HKRPSLkQBxCkHlOyazA_gf 5.3.4 ' 10-0-0 1 14-0-0 17-9-0 2� 26-0-0 1 30$-0 1 35-2-12 I 40-6-0 142-6-0 1 2-0-0 5.3-0 4-8-12 4-0-0 3-9-0 3-9-0 4-6-0 4-6-0 4-B-12 5.3.4 2-0-0 Scale = 1:74.9 6x6 = F 6x8 M18SHS ' 4x6 = 2x4 II 3x4 = 4x6 = 7x8 = 4x8 = 2.4 II 4x6 = � f 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 TCDL 10.0 Lumber DOL 1.15 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 OF No.l&Btr G WEBS 2X4 OF Stud/Std G *Except* F-P,F-O: 2X4 OF No.t&Bir G DEFL. in (loc) I/deft - Ud Vert(LL) -0.25 O -P >999 240 Vert(CT) -0.87 N -O >558 180 Horz(CT) 0.20 K n/a n/a BRACING- TOPCHORD BOT CHORD REACTIONS. (Ib/size) B=1740/0 -5-8,K=1740/0-5-8 Max Horz B=139(LC 8) Max Uplift B=-264(LC 8), K=-308(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3158/397, C -D=-2797/369, D -E=-2991/372, E -F=-3346/463, F -G=-36931573, G -H=-3298/469, H -I=-24481439, I -J=-28151456, J -K=-3150/499 BOT CHORD B -S=-390/2769, R -S=-390/2769, P -R=-266/2451, O -P=-140/2323, N -O=-291/3048, M -N=-342/2762, K -M=-342/2762 WEBS C -R=-380/143, D -R=-26/309, D -P= -141/844,E -P= -1727/317,F -P=-271/1336, F -O=-358/1994, G -O=-1854/364, H -O=-54/431, H -N= -876/138,1 -N= -79/973,J -N=-346/158 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 213 Ib FT = 20% Structural wood sheathing directly applied or 3-4-4 oc purlins, except 2-0-0 oc purlins (3-0-2 max.): D -E, G -I. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. - 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 Ib uplift at joint B and 308 Ib uplift at joint K. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r TEOp�s�F2� Q F c LU wC 75435 `P� M * EXP. 03/31/2018 June 5,2017 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 10/63/2015 BEFORE USE. , Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSS -89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite tog Citrus i hl CA 95610 r Job Truss Truss Type Oty (loc) I/deft Ud 0 >999 240 N -O >494 180 K n/a n/a Webb LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&BIr G [ly� /250739884 0517647 817 Roof Special 1 1 2-0-0 oc purlins (3-1-14 max.): D -E, G-1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Job Reference (optional) "l�•�^ � • �� ��"•�o• , ^^���� �^ o. r I V s r pr IJ N I r Mi I ex Incusmes, Inc. bat Jun J 1z:33:VS zUl / rage 1 ID:PINTrn9c5SngnmlVilgVkizD S6-kYsMcOaR7rReJEP9FEWdWUtZOsh_9eDLyxlaUIzA qe 2-U_, 4.3-4 1 MI -0-0 12.0 0 17-9-0 I 23-6-0 1 28-0-0 I 32-6-0 1 36-2.12 I 40-6.0 142 6-0 2-0-0 4-3 4 3-8-12 4.0.0 5 9-0 5.9-0 4.6.0 4-6.0 3-8.12 4-3 4 2-0.0 Scale = 1:74.9 5x6 It F 4x6 = 2.4 I I 3x4 = 4x6 = •4x6 = 5x8 = 3x4 = 4x8 = 2x4 11 4x6 = 4x12 MT20HS = LOADING (ps() TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.48 BC 0.66 WB 0.90 Matrix -MSH DEFL. in Vert(LL) -0.28 Vert(CT) -0.98 Horz(CT) 0.24 (loc) I/deft Ud 0 >999 240 N -O >494 180 K n/a n/a PLATES GRIP MT20 220/195 MT20HS 165/146 M18SHS 220/195 Weight: 207 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&BIr G TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc puffins, BOT CHORD 2X4 DF No.1 &Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (3-1-14 max.): D -E, G-1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at micipt E-0, G-0 • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size)' B=1740/0 -5-8.K=1740/0-5-8 Max Horz B=139(LC 8) Max Uplift B=-264(LC 8), K=-308(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. e TOP CHORD B -C=-3174/397, C -D=-2952/387, D -E=-3464/429, E -F=-27081392, F -G=-2708/366, G -H=-4047/572, H -I=-2606/444, I -J=-2979/468, J -K=-3162/500 BOT CHORD B -U=-401/2790, T -U=-401/2790, R -T=-317/2611, Q -R=-368/3438, 0-0=-375/4035, N -O=-400/3542, M -N=-353/2779, K -M=-353/2779 WEBS D -R=-159/1182, E -R=-731/177, E -Q=-1327/279, F -Q=-210/2033, G -Q=-2054/387, G -O=-275/141, H-0=-65/659, H -N= -1225/197,1-N=-93/1058 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. QROFESS/ON 5) This truss has been designed for a 10.0 psf bottom chord live load nonroncurrent with any other live loads. T EOQ q�F 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. JP FJ7 y 7) A plate rating reduction of 20% has been applied for the green lumber members. 4 C 75435 n m 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 Ib uplift at joint B and 308 Ib uplift at LU W C A joint K. /3112018 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 4 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 AWARNINO - Vertfy doalgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MIT&O connectors. This design Is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing iVliTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPit Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 5 Job Truss Truss Type Oty Ply Webb 4x12 M18SHS F H 4x12 M18SHS 1 850739865 0517647 B18 Roof Special Girder 1 6.00 F12 4x8 = 5x6 = D Job Reference optional) oyb,urna r,ub wmuer �o, n.uemon' %,A 11.110 S Apr 13 2017 Mi Tek Industries, Inc. Sal Jun 3 12:33:12 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-97YUF2cKImpDal7kxM4K87U4w311MIDoevGE5LzA_qb 3-3-4 6-0-0 • 10-0-0 13-10.8 17-9-0 21 7-8 25.6-0 30-0-0 34-6-0 37-2-12 40.6-0 42. -O 3-3-4 1 2.8.12 1 4-0-0 1 3-10-8 + 3-10.8 1 3.10-8 1 3-10-8 1 4.6-0 1 4-6-0 1 2-8-12 1 3.3� 2-0-0 Scale = 1:74.9 4x8 II G LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.33 R -T >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.94 R -T >516 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.18 M n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 OF No. I&Btr G TOP CHORD BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=3864/0-5-8, M=3219/0-5-8 Max Horz B=139(LC 27) Max Uplift B=-755(LC 8), M=-784(LC 9) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-7893/1474, C -D=-8059/1535, D -E=-8575/1596, E -F=-5865/1112, F -G=-5799!1142, G -H=-6091/1307, H -I=-6157/1259, I -J=-10128/2245, J -K=-5839/1449, K -L=-6616/1512, L -M=-6464/1534 BOT CHORD B -Y=-1374(7028, X -Y=-1374/7028, W -X=-1375/7165, U -W=-1569/8523, T -U=-695/4339, R -T=-2091/10109, O -R=-196518927, P -Q=-196518927, O -P=-1289/5751, M -O=-1269/5751 WEBS C -X=-111/317, D -X=-406/2200, D -W=-300/1718, E -W=-1035/255, E -U=-3817/761, G -U=-086/2311, G -T=-773/3064, I -T=-5332/1338, I -R=-465/212, J -R=-211/1404, J -Q= -146/669,J -P=-3619/785, K -P= -599/2645,L -P=-145/276 PLATES 20 \\ 2x4 /I 220/195 M18SHS 220/195 4x12 M18SHS F H 4x12 M18SHS 1 6x6 = 6.00 F12 4x8 = 5x6 = D I J 3x4 3x4 C K L N � B M Ig 14,N A Y X W V U AD AE T S R AF AG 0 A At P - 0 4x8 = 2x4 II 7x8 = 4x4 = 6x8 = 5x8 = 7x8 = 4x4 = 2x4 II 4x8 = 20 II 4x6 5x8 = 3-3- I 6-0-0 10-0-0 I 15-2-0 20-0-0 1 25.6-0 I 30-0.0 1 34-fr0 137-2-12 40-6.0 2-8-12 4-0-0 5.2-0 5-2-0 5.2-0 4-6-0 4$-0 2.8-12 Plate Offsets (X.Y)— FB:0-4-0.0-1-151. 11:0-6-4.0-2-01. IT:0-1-15.0-2-01. fX:0-3-8.0-4-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.33 R -T >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.94 R -T >516 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.18 M n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 OF No. I&Btr G TOP CHORD BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=3864/0-5-8, M=3219/0-5-8 Max Horz B=139(LC 27) Max Uplift B=-755(LC 8), M=-784(LC 9) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-7893/1474, C -D=-8059/1535, D -E=-8575/1596, E -F=-5865/1112, F -G=-5799!1142, G -H=-6091/1307, H -I=-6157/1259, I -J=-10128/2245, J -K=-5839/1449, K -L=-6616/1512, L -M=-6464/1534 BOT CHORD B -Y=-1374(7028, X -Y=-1374/7028, W -X=-1375/7165, U -W=-1569/8523, T -U=-695/4339, R -T=-2091/10109, O -R=-196518927, P -Q=-196518927, O -P=-1289/5751, M -O=-1269/5751 WEBS C -X=-111/317, D -X=-406/2200, D -W=-300/1718, E -W=-1035/255, E -U=-3817/761, G -U=-086/2311, G -T=-773/3064, I -T=-5332/1338, I -R=-465/212, J -R=-211/1404, J -Q= -146/669,J -P=-3619/785, K -P= -599/2645,L -P=-145/276 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 493 Ib FT = 20% Structural wood sheathing directly applied or 4-10-14 oc purlins, except 2-0-0 oc purlins (4-1-15 max.): D -E, I -K. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member X -D 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint B and 784 Ib uplift at joint M. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 5,2017 AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7477 rev. 1027/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lena Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 Job AWARNINO • VoAry deslgn paremoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE N11-7473re, 10/07/2013 BEFORE USE. Design valid for use only with MITek®eonneetore. This design Is based only upon parameters shown, and Is for an individual building component, not e trusssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ��- building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MITek• ' - fabrication, storage, Delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Heights. Truss Truss Type Ory Ply Webb ,. ' R50739885 0517647 818 Roof Special Girder 1 2 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:33:12 2017 Page 2 ID:PINTm9c5Sngnml VI1 gVkizD_S6-97YUF2cKImpDal7kxM4K87U4w311 M 1 DoevGE5LzA_gb NOTES. (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to 'Support concentrated load(s) 2031 lb down and 432 Ib up at 6-0-0, 214 Ib down and 85 Ib up at 25-6-5, 214 Ib down and 85 Ib up at 26-5-4, 214 Ib down and 85 Ib up at 28-5-4, 214 Ib down and 85 Ib up at 30-5-4, and 214 Ib down and 85 Ib up at 32-5-4, and 502 Ib down and 189 Ib up at 34-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=-60, E -G=-60, G-1=-60, I -K=-60, K -N=-60, B -M=-20 Concentrated Loads (lb) - Vert: X= -2031(B) R= -214(B) P= -502(B) AF= -214(B) AG= -214(8) AH= -214(B) AI= -214(8) i r 4 ' CA 95670 Job 7 Truss Truss Type Qty Ply Webb TCDL 10.0 Lumber DOL 1.15 SC 0.28 BCLL 0.0 Rep Stress Incr NO 1250739886 0517647 B19 Hip Girder 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:13 2017 Page 1 ID:PINTm9c5SngnmlVllgVkizD S6-dK6tSNdy34x4BsiwU4bZhK110T8g5T7xtZ?ndozA_ga I I 5-3-14 1 0-171-5 14-8-15 l 18-8-2 24-0-0 5-3-14 1-0. I 3 4-0-15 3-11-3 53-142-0-0 - r Scale = 1:44.0 4x6 = 4x10 = 2x4 II 4x8 = 4x6 = 3x4 = 3x4 II --- — LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC . 0.27 TCDL 10.0 Lumber DOL 1.15 SC 0.28 BCLL 0.0 Rep Stress Incr NO WB 0.84 BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) H=99110 -5-8.8=11510-5-8,M=2290/0-5-8 Max Horz B=81(LC 31) Max Uplift H=-215(LC 9), B=-196(LC 27), M=-501(LC 5) Max Grav H=992(LC 20), B=232(LC 15), M=2290(LC 1) 4x10 = 2x4 3x4 = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.04 J >999 240 MT20 220/195 Vert(CT) -0.13 J >999 180 Horz(CT) 0.02 H We n/a Weight: 124 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except 2-0-0 oc purlins (5-0-12 max.): C -G. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-149/605, C -D=-107/505, O -E=-777/222, E -F=-777/222, F -G=-1649/414, G -H=-1918/426 BOT CHORD B -N=-528/177, M -N=-832/209, K -M=-832/209, J -K=-372/1704, I -J=-372/1704, H -I=-334/1674 WEBS C -N=-422/136, D -N=-168/711, D -M=-1908/480, D -K= -427/1898,E -K=-389/222, F-0-1089/248, F -J=0/288, G -I=-36/508 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint H, 196 Ib uplift at joint B and 501 Ib uplift at joint M. 8) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ib down and 84 Ib up at 5-3-14, 69 Ib down and 84 Ib up at 7-4-10, 69 Ib down and 84 Ib up at 9-4-10, 69 Ib down and 84 Ib up at 11-4-10, 69 Ib down and 84 Ib up at 12-7-6, 69 Ib down and 84 Ib up at 14-7-6, and 69 Ib down and 84 Ib up at 16-7-6, and 87 Ib down and 84 Ib up at 18.8-2 on top chord, and 286 Ib down and 85 Ib up at 5-3-14, 54 Ib down at 7-4-10, 54 Ib down at 9-4-10, 54 Ib down at 11-4-10, 54 Ib down at 12-7-6, 54 Ib down at 14-7-6, and 54 Ib down at 16-7-6, and 286 Ib down and 85 Ib up at 18-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cc C 75435 c EXP. 0313112018 CAL A WARNING - Verffy doslgn parametom end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel his CA 95610 I.,nc F 9(1'17 r,. Truss Truss Type Qty Ply Webb 1250739886 0517647 819 Hip Girder 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:14 2017 Page 2 Job I" Truss Truss Type Qty Ply Webb 1250739886 0517647 819 Hip Girder 1 1 Job Reference (optional) ID:PINTm9c5Sngnml Vi 1 gVkizD_S6-5WgFgjeag03xpOH62n6oDYaT8tU3gwN46CIL9EzA_qZ LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -G=-60, G -H=-60, B -H=-20 Concentrated Loads (lb) Vert: C= -69(B) G= -69(B) N= -286(B) J= -39(B) 1=-286(B) F= -69(B) S= -69(B) T=-69(8) U= -69(B) V= -69(B) W= -69(B) X= -39(B) Y= -39(B) Z=-39(8) AA= -39(B) AB= -39(B) A WARNING - Volfly doslgn paramotors and READ NOTES ON THIS AND INCLUDED 1i REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MIT®k• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type City Ply Webb 850739887 0517647 B20 Hip 1 1 . Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:15 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-ZIEdt3eCahBoR9sJcVd1ml6fZHonZRdELsUuhgzA_qY •2-0-0 .3 ( 12.0-0 i I -0-131 3311 7 I 324.1.01.-032-0 i Scale = 1:44.4 4x6 = 4x6 = 3x4 = 2x4 If 4x8 = --- 4x8 = 2x4 II 3x4 = 3-11.3 6.6-0 -3-1 16-8-2 20-0-13 24-0-0 3-11-3 2-6.13 -9-14 9-0.4 3-4-11 3.11.3 Plate Offsets (X,Y)— (B:0-0-4,Edoel, [H:0-04,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.13 J -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.41 J -L >493 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 H We n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 110 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Bit G 2-0-0 oc puffins (6-0-0 max.): D -F. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=586/Mechanical, B=220/0-5-8, L=1234/0-5-8 Max Horz B=98(LC 12) 1 Max Uplift H=-88(LC 9), B=-95(LC 8), L=-114(LC 5) Max Grav H=595(LC 20), B=255(LC 19), L=1234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-57/275, C -D=40/442, D -E=-5/347, E -F=-661/114, F -G=-783/111, G -H=-1018/164 BOT CHORD J -L=-81/396, I -J=-96/887, H -I=-96/887 WEBS C -L=-261/133, D -L=-393/93, E -L=-886/198, E -J=-2/372, G -J=-264/155 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=258; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 9RV ES$/�N 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint H, 95 Ib uplift at joint ��� I EOO B and 114 Ib uplift at joint L. 9) Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. CO J N Z 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. � w C 75435 Crn rn018 OF June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPi1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus HelAhts. CA 95610 t' Job 1 Truss Truss Type Oty Ply Webb 850739888 0517647 B21 - Hip 1 1 J ob Reference (optional) .y....... r-.......... V V, Mr1UtlrJU11, a n 0,11 IU S Apr 13 ZU1 7 MI I ek Industries, Inc. Sat Jun 3 12:33:15 2017 Page 1 ID:PINTrn9c5Sngnm1V11gVkizD S6-ZIEdt3eCahBoR9sJcVdlml6ebHoKZX3ELsUuhgzA_qY -20" I 6.8-12 1 9-3-14 ) 14.8.2 I 19-0.13 I 24-0-0 2 1 6.8.122-7-2 5-4-4 4-4.11 4.11-3 Scale = 1:43.3 • 6x6 = 4x6 = 3x4 = 2x4 Il 3x4 = 4x8 = 4x6 = .. 6.8-129-3-14 14.8.2 I 24-M 6.8-12 2-7-2 5.4-4 9.3.14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 H -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.35 H -N >588 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 G n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Weight: 109 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): O -E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) G=661 /Mechanical, B=330/0-5-8, K=1049/0-5-8 Max Harz B=116(LC 12) Max Uplift G=-105(LC 9), B=-95(LC 8), K=-95(LC 8) Max Grav G=661 (LC 1), B=362(LC 19), K=1049(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -D=-312/98, D -E=-632/144, E -F=-769/124, F -G=-1072/212 BOT CHORD G -H=-126/940 WEBS C -K=-878/134, C -I=-62/531, D-1=411/73, D -H=-671515, F -H=-352/195 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide c will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint G, 95 Ib uplift at joint QROFESS/pN B and 95 Ib uplift at joint K. tL0 T EOD 9(� 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W w C 75435 c nn EXR 03/31/2018 June 5,2017 AWARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall e, building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing try' IT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job • Truss Truss Type pry Ply Webb 1250739889 0517647 C01 Roof Special Girder 1 2 Job Reference (optional) �y�re,,,, r•ws wnrum w, nnunrsun, �h b.111.1 s Apr 13 Zu17 MI I eK Industries, Inc. Sal Jun 312:33:182017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD_S6-zHvmV5h5tcZMldbuHdBk00k8EUpvmnoglgjYl7zA qV 2-0-0 l 3-7-10 6-8-12 1 11 13-M 18-0-0 1 21-10-0 1 25-8-0 I 29 6-0 + 3232 35 6-0 1 37 6-0 2-0-0 3-7-10 3-1-2 4-3-4 2-M 5-0-0 3-10-0 3-10-0 3-10-0 2-8-12 3-3 4 2.0 0 Scale = 1:66.5 6x6 = 5x6 = 4x6 = 2x4 It 4x4 = 4x6 = 4x8 = 5x8 = 4x4 = 4x4 = 2x4 II 4x8 = 2x4 II 4x6 — LOADING (p.0SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCL20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.10 P-0 >999 240 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 P-0>999 180 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.04 , L n/a rile BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 431 Ib • FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc puffins (6-0-0 max.): E -F, G -J. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) B=-755/0-5-8, V=3370/0-5-8, L=2092/0-5-8 y Max Horz B=-113(LC 9) Max Uplift B=-955(LC 20), V=-540(LC 9), L=-494(LC 9) Max Grav B=204(LC 9), V=3370(LC 1), L=2092(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-490/2402, C -D=461/2567, E -F=-589/194, F -G=-727/172, G -H=-3114/685, H -I=-4528/1021, I -J=-3507/849, J -K=-3969/927, K -L=-4010/905 BOT CHORD B -W=-2132/588, V -W=-2132/588, U -V=-2253/594, R -T=-539/3163, O -R=-869/4528, P -Q=-977/4855, O -P=-977/4855, N -O=-726/3559, L -N=-726/3559 WEBS D -V=-3101/573, D -U=-494/2799, E -U=-1730/346, E -T=-371/1677, G -T=-2992/701, G -R=-175/1014, H -R=-1749/428, H -Q= -182/811,1-0=-510/263,1-P=-55/780, 1 -0= -1658/346,J -O=-226/1390 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=2511; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 955 Ib uplift at joint B, 540 Ib uplift at joint V and 494 Ib uplift at joint L. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 Ib down and 96 Ib up at 25-5-4, and 128 Ib down and 96 Ib up at 27-5-4, and 128 Ib down and 96 Ib up at 29-6-0 on top chord, and 929 Ib down and 213 Ib up at 24-1-9, 68 Ib down at 25.5-4, and 68 Ib down at 27-5-4, and 337 Ib down and 90 Ib up at 29-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. JUrle O,LUI I, A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 rev. 10/0712015 BEFORE USE. Design valid for use only with MiT&V connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIrrPIl Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus i t A 95610 Job aysrmns nus wmunr vv, Anunrson, VA . Truss Truss Type Dry _ Ply bb 850739889 Cob 0517647 C01 Roof Special Girder t 2 Reference (optional) o.1 iv s Apr lJ zVl / ml IeK Inoustnes, Inc. Sat Jun 3 1z:3J:1t1 ZUl7 Page z I D:PINTm9c5Sngnm 1 V11 gVkizD_S6-zHvmV5h5tcZMldbuHdBk00k8EUpvmnog t q)YI9zA_gV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -F=-60, F -G=-60, G -J=-60, J -M=-60, B -L=-20 Concentrated Loads (lb) 1 Vert: J= -88(B) P= -49(B)1= -88(B) 0=-337(B) AB= -88(B) AC= -929(8) AD= -49(B) r ^ L 1 i - . t • ® WARNING . Vorlry doslgn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall B e iTek• building design. Bracing Indicated is to prevent buckling o1 individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and progeny damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite tog CIIMs Hei hts CA 95610 JobTruss SPACING- Truss Type Oty Ply Webb (loc) I/deft Lid TCLL 20.0 Plate Grip DOL /250739890 0517647 CO2 Roof Special 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Verl(CT) Job Reference (optional) systems MUS Lumber co, Anderson, UA 8.110 s Apr 13 2017 MiTeK Industries, Inc. Sat Jun 3 12:33:19 2017 Page 1 ID:PINTrn9c5Sngnm1V11gVkizD s6-SUT8jRhjewiDwnA4rKlzwbHDWu87VCRgFUS6gRzA_qU -2.0.0 I 6-8-12 I 12-0-0 I 16-0.0 1 21-9-0 I 27-rr0 I 35.6-0 137-6-0 2 0.0 6-8.12 5.3 4 4-0.0 5-9-0- 5-9-0 8-0-0 2-0-0 - Scale = 1:65.4 oI/ 4x8 II D 3x5 3x5 = 6x8 = 3x6 = 2x4 II 3x4 = 3x5 = = � - + LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.15 M -N >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Verl(CT) -0.41 M -N >849 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.05 , H n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G *Except* BOT CHORD D -N: 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) B= -59/0 -5 -8,N=1973/0 -5-8,H=1166/0-5-8 Max Horz B=123(LC 12) Max Uplift 8=-260(LC 20), N=-224(LC 9), H=-258(LC 9) Max Grav 8=142(LC 19), N=1973(LC 1), H=1166(LC 1) PLATES GRIP MT20 220/195 Weight: 164 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except 2-0-0 oc purlins (5-3-8 max.): E -G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B -N. WEBS 1 Row at midpt D -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-130/989, C -D=-50/948, D -E=-1483/376, E -F=-1303/291, F -G=-1499/372, G -H=-1782/355 BOT CHORD B -N=-799/283, M -N=0/389, K -M=-225/1761, J-0-225/1761, H -J=-177/1510 WEBS C -N=-407/253, D -N=-1807/284, D -M=-339/1633, E -M=-917/299, F -M=-572/153, F -J=-317/138, G -J=0/429 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 Ib uplift at joint B, 224 Ib uplift at joint N and 258 Ib uplift at joint H. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. 'Q OF ESS/pN" Eo,D--C V1Z C 75435 c m EXP. 03/31/2018 — 7 June 5,2017 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPN Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 rus 1 ht CA 95610 �. Job ' Truss Truss Type Oty PlyWebb (loc) Well L/d K -U >999 240 K -U >670 180 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 175 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2X4 DF No.1 &Btr G R50739891 0517647 CO3 Roof Special 1 1 2-0-0 oc purlins (5-3-4 max.): E -G. C-N,E-L,F-K: 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Job Reference (optional) SyStemS HIUS LUMDer Go, Anderson, GA 6.110 S Apr 13 ZU17 MI I ek Industries, Inc. Sat Jun 3 12:33:20 2017 Page 1 ID:PINTm9c5SngnmlVilgVklzD S6-wglWwniLPEg4XxkGP2DCTpgShlUrEIbzUSCfNuzA_gT i -2-" I 6.8-12 12-M r 14-0-0 1 19.9-0 25-6-0 I 30 .2.12 1 35.6.0 1 37-6-0 2-0-0 6-8-12 5.3-0 2-0-0 5 9-0 5 9-0 4-8-12 2-0-0 Scale = 1:65.4 c 5x6 D RxA = 'tvd = 5X6 = 3x5 = 2x4 II 4x10 = 3x6 = 3x4 = 4x8 = 4x6 = t T ry A m I{ LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.39 BC 0.51 WB 0.54 Matrix -MSH DEFL. in Vert(LL) -0.16 Vert(CT) -0.52 Horz(CT) 0.04 (loc) Well L/d K -U >999 240 K -U >670 180 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 175 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, BOT CHORD 2X4 OF No. t&Btr G except T WEBS 2X4 OF Stud/Std G *Except* 2-0-0 oc purlins (5-3-4 max.): E -G. C-N,E-L,F-K: 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=70/0-5-8, 0=181310-5-8, 1=1196/0-5-8 Max Horz B=-123(LC 9) Max Uplift B=-147(LC 20), 0=-191(LC 9), 1=-264(LC 9) Max Grav B=226(LC 19), 0=1813(LC 1), 1=1196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-81/718, C -D=-846/229, D -E=-984/287, E -F=-1457/380, F -G=-1374/352, G -H=-1608/353, H -I=-1913/436 BOT CHORD B -O=-586/223, N -O=-5861223, L -N=-46/928, K -L=-145/1455, I -K=-282/1681 WEBS C -0= -1637/268,C -N=-182/1379, D -N= -187/654,E -N= -1103/346,E -L= -171f719, F -L=-369/171, G -K=-12/447, H -K=-340/187 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 147 Ib uplift at joint B, 191 Ib uplift at joint O and 264 Ib uplift at joint 1. 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I 1tup0s`Fy\ LEXR. P435 �Nc m *31/2018 June 5,2017 A WARNING • Verfly, design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 1010312013 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters enc properly incorporate this design into the overall Nit building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei his. CA 95610 JobTruss SPACING- 2-0-0 Truss Type ° Ory Ply Webb TCLL 20.0 _ Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.07 K >999 '240 850739892 0517647 C04 Hip 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.07 H We n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:21 2017 Page 1 ID:PiNTm9c5Sngnm1V11gVkizD S6-Osbu87jzAXyx94JSylkR70Mc IsRzCG6joxCvKzA_gS -2-0-0 4.2-12 12-0-0 I 23.6-0 I 29-2-12 I 35-6.0 -6-0 2-0-0 4.2-12 7.9-4 5 9.0 5.9-0 5 8. 37 12 6.3-4 2-0.0 Scale = 1:65.4 5x6 = y 4x8 = 5x6 = 2.4 II !t"c 3x6 = 3x6 = 3x5 = j.i 402 = •2x4 II -4x8-=' 2x4 II 9 N tb LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud PLATES GRIP TCLL 20.0 _ Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.07 K >999 '240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.24 K -L >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.07 H We n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 176 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (5-2-13 max.): D -F. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-N,E-N,E-K: 2X4 DF No.1 &Bir G WEBS 1 Row at midpl E -N, E -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=59/0-5-8; 0=1681/0-5-8, H=1340/0-5-8 Max Hoa B=122(LC 12) Max Uplift B=-84(LC 20), 0=-176(LC 8), H=-199(LC 9) Max Grav B=101(LC 19), 0=1681(LC 1), H=1340(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-67/449, C -D=-1348/161, D -E=-1106/159, E -F=-1490/218, F -G=-1750/217, G -H=-2248/253 BOT CHORD B -O=-336/107, N-0=-336/107, L -N=-103/1547, K -L=-103/1547, J -K=-112/1949, H -J=-112/1949 WEBS C -O=-1556/271, C -N=-7311492, D -N=0/295, E -N 696/137, E -L=0/268, F -K=0/460, G -K=-521/197 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f1; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint B, 176 lb uplift at joint O and 199 Ib uplift at joint H. 8) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �- aWss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helatils.CA 95610 Job Truss Truss Type oty Ply Webb Well L/d PLATES GRIP TCL20.0 Plate Grip DOL 1.15 850738893 0517647 C05 HIP 1 1 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.41 Job Reference o tional Systems Plus Lumber Cc, Anderson, CA 6.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:22 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-s29GLSkbxr4onEufWTFgYEvn5558ib GyShmRmzA_gR -2- -2- 2 9.1 14-0.0 5- - 20-3-0 •6- 28-2-12 35-6-0 -6-0 2-11 4-2.12 4-1010 4-10-10 3-0 5-0-0 1.3-0 6-812 7-34 Scale = 1:69.5 2x4 11 6x6 = 2x4 II 6x6 = 2x4 II 5x6 = '' - 3x6 = 3x5 = 4x6 = 3x4 = 3x6 -_ 3x5 = 2x4 II 4x6 II 4x10 = 4x12 = r I0 Ib LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCL20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.13 M >999 240 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.41 L -M >909 180 Installation uide. BCLL 0.0 Rep Stress Incr YES WB 0.61 - Horz(CT) 0.08 J n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH gTFOF CAl1F��� Weight: 213 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2X4 DF No.18Btf G 'Except except N -P: 2x8 DF SS 2-0-0 oc purlins (4-9-6 max.): E -H. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: I -M: 2X4 DF No.1&Btr G 6-0-0 oc bracing: B-S,R-S. grip DOL=1.33 MiTek recommends that Stabilizers and required cross bracing Q\kOFESS/ON 4) Provide adequate drainage to prevent water ponding. be installed during truss erection, in accordance with Stabilizer 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Installation uide. REACTIONS. (Ib/size) B=360/0-5-8, S=1453/0-5-8, J=1467/0-5-8 4 o C 75435 n M 7) A plate rating reduction of 20% has been applied for the green lumber members. Max Horz B=-140(LC 9) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint B, 135 Ib uplift at EXP, 03/31/2018 Max Uplift B=-124(LC 9), S=-135(LC 8), J=-141(LC 9)' 9) Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Max Grav 8=360(LC 1), S=1478(LC 19), J=1467(LC 1) 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-388/254, C -D=-1522/71, D -E=-1619/39, E -F=-1546/54, F -G=-1558/51, G -H=-1547/54, H -I=-1873/53, I -J=-2489/121 BOT CHORD B -S=-93/335, R -S=-93/335, O -R=0/1304, P-0=0/1401, N -P=0/1559, M -N=0/1576, L -M=0/2155, J -L=0/2155 WEBS C -S=-1368/187, C -R=-21/1273, D -R=-431/68, E -Q=-443/56, H -PA= -85/889, I -M=-647/238, I -L=0/297, F -P=-702/15, G -N=-382/38, E -P=-36/1316, H -N=-420/264 / NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 17-9-0 from left end, supported at two points, 4-0-0 apart. , Q\kOFESS/ON 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 widecoJ� FJ7 y will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 4 o C 75435 n M 7) A plate rating reduction of 20% has been applied for the green lumber members. ILLI w C rn 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint B, 135 Ib uplift at EXP, 03/31/2018 joint S and 141 Ib uplift at joint J. 9) Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. gTFOF CAl1F��� June 5,2017 AWARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111U•7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus HeInhI5.95610 Job ' Truss Truss Type oty Ply Webb 8-3-4 ' LOADING (psf) SPACING- 2-0-0 850739894 0517647 C06 HIP � 1� 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) Job Reference (optional) systems VIUS Lunnoer L;O, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:23 2017 Page 1 ID:PINTrn9c5Sngnm1V11gVkizD S6-KFjfYolDi9Cf00Tr4Amv5RSxOVR1R3yPA60J_DzA_g0 -2-0-0 ' I I 1 16.00 }--01 27B 1 35.6-0 20-0 1 _0.002 4.2-12 7-12 8-3-4 Scale = 1:72.8 5x6 = ` 6.00 12 5x6 = 3x5 2x4 II 4x6 = 4x10 = 2x4 II 3x6 = = 3x6 4.6 II 4.6 II 402 = Ig 1 Plate Offsets (X,Y)-' 4 -Z -1Z. D -10-1u [H:0-7-0,0-3-01, [I:0-2-12.0-1-81, [L:0-2-12.0-1-8] 910-W [N:0-2-12.0-1-81 1 3-15-0 7-8-12 8-3-4 ' LOADING (psf) SPACING- 2-0-0 CSL . DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.25 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.71 K -L >525 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.09 1 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH Weight: 185 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G *Except* except L -N: 2x10 DF No.1 G 2-0-0 pc purlins (5-4-11 max.): F -G. WEBS 2X4 DF No.1 &Bit G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-P,C-O,E-0,H-K: 2X4 DF Stud/Std G WEBS 1 Row at midpt H -L - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) B=463/0-5-8, P=1336/0-5-8, 1=1481/0-5-8 Max Horz B=-157(LC 9) , Max Uplift B=-178(LC 9), P=-226(LC 8), 1=-163(LC 9) A Max Grav B=464(LC 20), P=1455(LC 19), 1=1481(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD B -C=-802/374, C -E=-1671/119, E -F=-1665/103, F -G 1421/109, G -H=-1712/69, H -I=-2488/166 y} BOT CHORD B -P=-125/705, O -P=-125/705, N-0=0/1427, L -N=0/1424, K -L=-11/2141, I -K=-10/2145 WEBS C -P=-1336/293, C -O=-124/1267, E-0=-343/91, F -N=-86/316, G -L=-15/405, H -L=-846/298, H -K=0/372 ` NOTES. (10) , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 17-9-0 from left end, supported at two points, 4-0-0 apart. " 4) Provide adequate drainage to prevent water ponding. Q\akOFESS/ON 5) This truss has been designed for a 10.0 DO bottom chord live load nonconcurrent with any other live loads. tv0, T EQ 9( 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide D�sF�yC will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Co J Z 7) A plate rating reduction of 20% has been applied for the green lumber members. C 75435 0 m 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 Ib uplift at joint B, 226 Ib uplift at tLJ G rn joint P and 163 Ib uplift at joint 1. EXP. 0313112018 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 ,& WARNING - Verity design parametenv and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MIT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, A 9561 I Systems Plus Lumber Co, Anderson, GA 6.110 S Apr 13 2017 miTek ek Industries, Inc. Sat Jun 3 12:33:25 2017 Page 1 ID:PINTrn9c5Sngnml VI1 gVkizD_S6-GdgPzUmUEmSNeid EBbpNAsXKNJ6hvxMie0vQ25zA_g0 14-2-12 I 10.11-14 153-0 F 17.9-0 20-3-0 1 23.5-13 29.2-11 I 35-6.0 37-6.0 i 4-2-12 6 9 2 4-3-2 2 6 0 2 6 0' 3-2.13 5 6 13 8.3.5 2-0-0 3x6 = Scale = 1:70.2 6.00 12 3x4 1 wa i G AA " 2x4 II — 4x6 II — - 3x6 = 3x5 — 4x6 = 400 = 3z6 — 400 = 3x4 = 20 II 4x6 II LOADING (psf) SPACING- Job Truss Truss Type City Ply TC 0.33 TCDL 10.0 Lumber DOL 1.15 BC 0.79 BCLL 0.0 Rep Stress Incr 850739895 7Job WB 0.69 0517647 C07 COMMON 2 1 TOP CHORD 2X4 OF No.1&Btr G ' y BOT CHORD 2X4 OF No.1&Btr G *Except* ference o tional Systems Plus Lumber Co, Anderson, GA 6.110 S Apr 13 2017 miTek ek Industries, Inc. Sat Jun 3 12:33:25 2017 Page 1 ID:PINTrn9c5Sngnml VI1 gVkizD_S6-GdgPzUmUEmSNeid EBbpNAsXKNJ6hvxMie0vQ25zA_g0 14-2-12 I 10.11-14 153-0 F 17.9-0 20-3-0 1 23.5-13 29.2-11 I 35-6.0 37-6.0 i 4-2-12 6 9 2 4-3-2 2 6 0 2 6 0' 3-2.13 5 6 13 8.3.5 2-0-0 3x6 = Scale = 1:70.2 6.00 12 3x4 1 wa i G AA " 2x4 II — 4x6 II — - 3x6 = 3x5 — 4x6 = 400 = 3z6 — 400 = 3x4 = 20 II 4x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 TCDL 10.0 Lumber DOL 1.15 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 OF No.1&Btr G ' y BOT CHORD 2X4 OF No.1&Btr G *Except* 0-0: 2x8 OF SS WEBS 2X4 OF Stud/Std G *Except* H -0,F -Q: 2X4 OF No.1&Btr G DEFL. in (loc) I/dell L/d Vert(LL) -0.24 N-0 >999 240 Vert(CT) -0.62 N-0 >604 180 Horz(CT) 0.09 K n/a n/a BRACING- TOPCHORD BOTCHORD REACTIONS. (Ib/size) B=50210 -5 -8,S=1292/0 -5-8,K=1486/0-5-8 Max Horz B=-174(LC 9) Max Uplift B=-221(LC 9), S=-289(LC 8), K=-178(LC 9) Max Grav B=561(LC 20), S=1468(LC 19), K=1486(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1006/469, C -D=-1672/186, D -F=-1707/158, F -G=-286/14, H -I=-1726/123, I -J=-2171/187, J -K=-2551/200 BOT CHORD B -S=-193/888, R -S=-193/888, 0-R=0/1429, 0-0=0/1485, N-0=0/1883, M -N=-60/2214, K -M=-60/2214 WEBS % C -S= -1353/350,C -R= -200/1269,D -R= -369/117,1 -N= -67/447,J -N= -406/140,H -O=-58/494, F -Q=-69/334, 1-0=-711/236, F -H=-1335/192 PLATES GRIP MT20 220/195 Weight: 201 Ib FT = 20% Structural wood sheathing directly applied or 3-10-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B-S,R-S. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 17-9-0 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 Ib uplift at joint 8, 289 Ib uplift at . joint S and 178 Ib uplift at joint K. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r . June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. �. Design valid for use only with MiTek® connectors. This design is based only upon parameters Shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIITPII dually Criteria, DSB-89 and SCSI Building Component .7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job -' Truss Truss Type Ory Plate Grip DOL 1.15 Webb TCDL 10.0 Lumber DOL 1.15 BC 0.43 BCLL 0.0 ' �Ply� 850739896 0517647 C08D COMMON GIRDER 1 1 TOP CHORD 2X4 DF No.1&Btr G Structural wood sheathing directly applied or 3-6-11 oc purlins. BOT CHORD 2X4 DF No.t&Btr G Rigid ceiling directly applied or 4-6-0 oc bracing. WEB_ S 2X4 DF Stud/Std G 'Except" 1 Row at midpt D -R, H -O Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:33:26 2017 Page 1 + ID:PINTrn9c5Sngnm1V11gVklzD S6-kgOnBgn674aEFSCQIIKC144TEjYTeRlrs4fzaXzA_qN 2-0- -- 4-6-113 32 I .6 . I 23.5.13 98 .0 0 ) 212 88 7 22 36 132-06-04-2-12 I I 61 -1 5-8-13 I 5.3 5x6 = 6.00 12 Scale: 3/16-=1' 3x5 = 6x6 = 3x4 = 3x6 = 4x8 = 3x4 = 2x4 II 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 TCDL 10.0 Lumber DOL 1.15 BC 0.43 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 BCDL 10.0 Code IBC2015!TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G Structural wood sheathing directly applied or 3-6-11 oc purlins. BOT CHORD 2X4 DF No.t&Btr G Rigid ceiling directly applied or 4-6-0 oc bracing. WEB_ S 2X4 DF Stud/Std G 'Except" 1 Row at midpt D -R, H -O F-O,G-O,H-O: 2X4 OF No.l&Btr G MiTek recommends that Stabilizers and required cross bracing REACTIONS. (Ib/size) B=107/0-5-8, R=1718/0-5-8, K=1346/0-5.8 Max Horz B=-174(LC 29) Max Uplift B=-577(LC 19), R=-775(LC 27), K=-1305(LC 30) Max Grav B=556(LC 40), R=1718(LC 1), K=1720(LC 39) M Ig DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.13 M -N >999 240 MT20 220/195 Vert(CT) -0.29 O -Q >999 180 Horz(CT) 0.08 K n/a n/a Weight: 188 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. WEBS 1 Row at midpt D -R, H -O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1228/1243, C -D=-667/808, D -F=-1394/970, F -G=-1217/671, G -H=-1473/1078, H -J= -2444/1843,J -K=-3400/2578 BOT CHORD B -R=-1127/1193, Q -R=-1251/1628, 0-0=-707/1182, N -O=-799/1519, M -N=-1566/2371, K -M=-2213/3017 WEBS C -R=-368/164, D -R=-1760/979, D -Q=-205/449, F -Q=-308/304, F -O=-236/331, G-0=-246/763, H -O=-681/246, H -N=-28/411, J -N=-526/209, J -M=0/251 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 Ib uplift at joint B, 775 Ib uplift at joint R and 1305 Ib uplift at joint K. 7) This truss has been designed for a total drag load of 4000 Ib. Lumber DOL=(1.39) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-0-0 for 112.7 plf. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 Ib down and 41 Ib up at 4-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. . 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OQ\kOFESS/ONS T E000sCO �Fti wPC 75435 �C: EX_P 3/31/2018 /* OF June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. AdditJonal temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus ht 95610 d Job Truss Truss Type Oty' Ply Webb Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 0517647 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) 1 Vert: A -G=-60, G -L=-60, S -V=-20 Concentrated Loads (lb) Vert: C= -91(F) Job Reference (optional d Job Truss Truss Type Oty' Ply Webb 850739896 0517647 COED .COMMON GIRDER 1 1 Job Reference (optional 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:26 2017 Page 2 ID: PINTrn9c5Sngnm 1 Vi 1 gVklzD_S6-kgOnBq n674aEFsCQll Kcl44TEJYTeRlrs4fzaXzA_gN A WARNING - Verffy doslgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not �- e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11 l iTek' i�Y�s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Criteria, OSS -89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus ei hts CA 95610 T r 3 - A WARNING - Verffy doslgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not �- e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11 l iTek' i�Y�s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Criteria, OSS -89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus ei hts CA 95610 Job Truss Truss Type Qty Ply Webb DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 850739897 0517647 C09 Common 1 1 BC 0.28 ` G -H >999 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Systems HUS LUMDer GO, Anderson, (:A 8.I IU s Apr 13 ZU1 7 MI I ek Industries, Inc. Sat Jun S 12:3327 2017 page 1 ID:PINTm9c5SngnmlVI1gVkizD s6-DOy90AokmNl5t7ncJOrrFHcZN6w8Nxh75kOX7 zA_gM 7-8 13.3.12 1-0I 5917. 5-7-4 - 4x6 = - Scale = 1:54.7 6.00 12 8 H 3.4 II G 4x8 = F 3x4 = E 3x4 II 4x6 Pr SPACING- 2-0-0 CSI. H 3.4 II G 4x8 = F 3x4 = E 3x4 II June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 10103/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters an property Incorporate this design into the overall - building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety :on, available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his CA 95610 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.08 G -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.23 G -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 E n/a n/a - BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 117 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. B-G,C-G,A-G: 2X4 DF No.1&Btr G WEBS 1 Row at midpt B -G, C -G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=756/0-5-8, E=756/Mechanical Max Horz H=-251 (LC 4) Max Uplift H=-99(LC 8), E=-108(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-561/156, B -C=-539/143, C -D=-663/110, A -H=-686/135, D -E=-702/137 BOT CHORD F -G=-79/533 WEBS A -G=-30/459, D -F=-55/580 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. ` 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint H and 108 Ib uplift at joint E. QROFESS/pN 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1E0 (F2 ti �Q W WP C 75435 C m I ;0 EXP. 03/31/2018 * June 5,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 10103/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters an property Incorporate this design into the overall - building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety :on, available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his CA 95610 Job Truss Truss Type City Ply Webb (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 R50739898 0517647- C10 Roof Special 1 1 Vert(CT) G -H >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Job Reference (optional bystems VIUS LUn1Der 1:0, Anderson, GA UAW s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:28 2017 Page 1 I D:PINTm9c5Sngnm 1 VI1 gVkizD_S6-hC WXcWoMXhgyV9MptIM4oV9k2 WDN6N m8K084fOzA_gL 1 7-8-8 1 12-7.12 1 17-7-0 1 19.2.7 1 • 7-8-8 4-11-0 4.11-4 1-7.7 4x6 = 6.00 12 B Scale = 1:56.2 I - 30 11 1 4x6 N SPACING- 2-0-0 d, DEFL. in 4x6 = 6.00 12 B Scale = 1:56.2 I - 30 11 1 H G F 48 = 3x4 = 3x5 = 7-8-8 j 17.7-0 19-2-7 ,1 7-8-8 9-10.8 1-7.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.18 G -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) G -H >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 .-0.43 Horz(CT) 0.01 F n/a n/a BCDL 10.0 Code IBC2015f rPI2014 Matrix -MSH Weight: 122 Ib FT = 20% LUMBER- f BRACING. TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD- Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2X4 OF No. 1&Btf G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -E. WEBS 2X4 OF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E-F,D-G,D-F,A-I: 2X4 DF Stud/Std G WEBS 1 Row at midpt B-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=756/Mechanical, 1=75610-5-8 Max Horz 1=-249(LC 4) Max Uplift F=-116(LC 9), 1=-99(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD A -B=-568/144, B -C=-532/134, C -D=-450/78, A -I=-695/130 BOT CHORD G -H=-105/502, F -G=-56/322 WEBS C -G=-312/87, D -G=0/539, D -F=-933/75, A -H=-23/492 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint F and 99 lb uplift at Q�OFESS/pN joint 1. �� TEOD q�F 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. JQ FN Z W W C 75435 c m EXP. 03/31/2018 June 5,2017 AWARNING - Verify design parametere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mh 7473 rev. 10/03/2015 BEFORE USE. Design volld for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei ht A 95810 Job ' Truss Truss Type Qty PlyWebb (loc) I/deft Ud E -F >999 240 F -G >999 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 102 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Bit G 850739899 0517647 C11 Roof Special 1 1 BOT CHORD ` B-F,D-F: 2X4 OF No. t&Bit G WEBS 1 Row at midpt B -F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint H and 90 Ib uplift at Job Reference i° tip onal Jystems Nlus Lumber t;o, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:29 2017 Page 1 ID:PINTrn9c5Sngnm1VllgVkizD S6-9P4wpsp_H_yp6Jw?QRtJKiivwwaCrotlZ2tdBszA_gK i 3-5-15 f 11.5.15 i 19-2.7 1 3-5-15 8-0.0 7.8.8 4x6 = C H G F E 3x4 II 4x4 — 4x8 — 3x4 II Scale = 1:43.0 0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rTP12014 CSI. TC 0.81 BC 0.37 WB 0.47 Matrix -MSH DEFL. in Vert(LL) -0.06 Vert(CT) -0.18 Horz(CT) 0.01 (loc) I/deft Ud E -F >999 240 F -G >999 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 102 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Bit G TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, BOT CHORD 2X4 DF No.t&Btr G 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -B. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B-F,D-F: 2X4 OF No. t&Bit G WEBS 1 Row at midpt B -F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint H and 90 Ib uplift at TEO q(� MiTek recommends that Stabilizers and required cross bracing co J Z 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. be installed during truss erection, in accordance with Stabilizer w C 75435 c Installation guide. REACTIONS. (Ib/size) H=7561Mechanical, E=756/Mechanical � Max Horz H=169(LC 5) Max Uplift H=-122(LC 8), E=-90(LC 9) EXP; 03/31/2018 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -H=-737/127, A -B=-818/116, B -C=-713/117, C -D=-706/140, D -E=-690/126 BOT CHORD F -G=-119/790 WEBS A -G=-178/1060, B -G=-561/195, B -F=-308/121, C -F=0/255, D -F=-36/530 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girders) for truss to truss connections. QROFESS11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint H and 90 Ib uplift at TEO q(� joint E. 9 Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. co J Z 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. w C 75435 c � M EXP; 03/31/2018 ' June 5,2017 AWARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the f'brioaden, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, D8B-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Holuhts.CA 95610 Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:30 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-dbellCgc214fkTVB_BPYtwEEIKzOaMcRnidBJJZA_gJ I -2-0-0 I 6-0-0 I 12-0 0 1 14-0.0 2 6-0.0 6-0-0 2-0-0 3x4 11 4x6 = Scale = 1:29.4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Truss Truss Type Oty Ply WebbR50739900 F0517 BRACING - grip DOL=1.33 TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 647 E01 GABLE 1 1 1 Brace at Jt(s): C OTHERS r 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing will fit between the bottom chord and any other members. Job Reference(optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:30 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-dbellCgc214fkTVB_BPYtwEEIKzOaMcRnidBJJZA_gJ I -2-0-0 I 6-0-0 I 12-0 0 1 14-0.0 2 6-0.0 6-0-0 2-0-0 3x4 11 4x6 = Scale = 1:29.4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rrP12014 CSI. TC 0.19 BC 0.17 WB 0.05 Matrix -MSH DEFL, in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.01 floc) I/dell Ud G >999 240 G >999 180 D n1a Na PLATES GRIP MT20 220/195 Weight: 73 Ib FT = 20% LUMBER- BRACING - grip DOL=1.33 TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G JOINTS 1 Brace at Jt(s): C OTHERS r 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing will fit between the bottom chord and any other members. be installed during truss erection, in accordance with Stabilizer 8) A plate rating reduction of 20% has been applied for the green lumber members. �OEQ 4( D�s�F2�, Installation guide. REACTIONS. 'All bearings 2-4-0 except (Jt=length) H=0-3-8, F=0-3-8. purtin size or orientation of purlin along the top and/or bottom chord. vu J Z (Ib) - Max Horz B=84(LC 8) C 75435 in larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at Max Uplift All uplift 100 Ib or less at Joint(s) B, D, H, F least one tie plate between each notch. EXP. 03/3112018 Max Grav All reactions 250 Ib or less at joints) F except B=331(LC 1), D=281(LC 1), H=269(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-399/56, C -D=-400/53 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrert with any other live loads. 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. QROFESS/Q,� 8) A plate rating reduction of 20% has been applied for the green lumber members. �OEQ 4( D�s�F2�, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) B, D. H, F. 10) Graphical representation does not depict the the the �yire Q� purtin size or orientation of purlin along the top and/or bottom chord. vu J Z 11) No notches allowed in overhang and 20000 from left and and 20000 from right end or 12' along rake from scarf, whichever is C 75435 in larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at Lo least one tie plate between each notch. EXP. 03/3112018 12) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rov. 10/09/2015 BEFORE USE. Design valid for use only with MiTek®oonnectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lana Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 1D9 Citrus Heights. CA 95610 Job Truss Truss Type Qty PlyWebb Plate Grip DOL 1.15 TCDL10.0 BC 0.25 Lumber DOL 1.15 - 850739901 0517647 E02 Common 1 1 Code IBC2015/TPI2014 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 62017 MITek Industries, Inc. Mon Jun 508:39:592017 Page 1 ID:PINTmgc5SngnmlVilgVkizD S6-C8KyoBaWOhSliNFgBbRN08VX5Vm a NZupy58gz9Mlk -2-0-06.0-0 12-0.0 14-0:0. 2-0-0 6-0-0 6-0-0 2.0.0 I Scale = 1:25.7 4x6 = 2.2.8 i 6.0-0 I 9-9-8 { 12.0.0 I 2.2.8 3.91 3-91 2.2.8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL10.0 BC 0.25 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL' 10.0 Code IBC2015/TPI2014 CSI. DEFL. in (loc) I/defl Ud TC 0.29 Vert(LL) -0.01 G >999 240 BC 0.25 Verl(CT) -0.01 G >999 180 WB 0.02 Horz(CT) 0.01 D n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 OF No.2 BOT CHORD WEBS 2x4 DF No.2 1 REACTIONS. All bearings 2-4-0 except (jt=length) H=0-1-8, F=0-1-8. (lb) - Max Horz B=-71 (LC 9) Max Uplift All uplift 100 Ib or less at joints) B, D. H, F Max Grav All reactions 250 Ib or less al joint(s) H, F except B=436(LC 1), D=436(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-455/74, C -D=-455!71 BOT CHORD B -H=0/335, G -H=0/335, F -G=0/335, D -F=0/335 PLATES GRIP MT20 220/195 Weight: 45 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) H, F. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D, H, F. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Qt?,ur1-00/ON\ TEOpO �1F2 W C 75435 Nc * EXP.03/ 1 18 a June 5,2017 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO. 7473 rev. 10/0312015 BEFORE USE. �- Design valid for use only with MITek® r connectors. This design is based only upon parameters shn, and is for an individual building component. not a Wss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I t CA 95610 t Job Truss ' Truss Type City Ply Webb PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.15 TC 0.24 R50739902 0517647 E03 Common 1 1 BC 0.23 Vert(CT) -0.08 F -L >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 2-" 2-0-0 A 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:32 2017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD S6 -Z 12RtstavKNznfa6ZROyLJYz7e12FBkFO6loBzA_qH 6-M 12-" 14-0-0 6-" 6.0-0 Scale = 1:25.7 06 = C �g LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.03 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 F -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix -MSH Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF N0.1 &Blf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de. REACTIONS. (Ib/size) B=600/0-3-8, D=600/0-3-8 Max Horz B=711 (LC 8) Max Uplift B=-117(LC 8), D=-117(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-635/81, C -D=-635/81 BOT CHORD B -F=-4/503, D -F=-4/503 WEBS C -F=0/274 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) B=117, D=117. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 A WARNING- Verlry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for en Individual building component. not atruss system. Before use, the building designer must verity the applicability of design paramete5 and properly incorporate this design Into the overallW1, building design. Bracing Indicated is to prevent buckling of Individual ss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component ` 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 ( r JobTruss I4 -V -U Truss Type Oty. Ply Webb Plate Offsets (X,Y)— (A:0-2-0,Edgel, [C:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 850739903 0517647 E04 Common 1 1 TC 0.28 Vert(LL) -0.04 D -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference Ioptional) 5yStemS Plus Lumber Co, Anderson, CA 11.110 S Apr 13 ZU17 MI l ek InauSines, Inc. Sal Jun 3 12:33:32 2U1 7 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6 -Z 12RtstavKNznfa6ZROyLJXR7dJ2F7kFO6loBzA_qH 6.0.0 1 - 12-M r 6.0.0 - 6-0-0 4x6 = B Scale = 1:20.8 3x4 = - - 13 O -V -U ' l I4 -V -U 3X'1 6.0-0 6.0-0 Plate Offsets (X,Y)— (A:0-2-0,Edgel, [C:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud ( ) PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.04 D -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 D -J >999 180 BCLL 0.0 Rep Stress Incr ' YES WB 0.12 Horz(CT) 0.01 C . n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MSH Weight: 39 Ib FT = 20% ' LUMBER- BRACING. TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Bit G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=480/0-3-8, C=480/0-3-8 Max Horz A=-53(LC 9) Max Uplift A=-68(LC 8), C=-68(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-691/100, B -C=-691/100 BOT CHORD A -D=-39/558, C -D=-39/558 WEBS B -D=0/285 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. a QtikpFESS/pN TEOpOs�F� Nc wC 75435 EXP. 03/31/2018 June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. WIF Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrus Hall his. CA 95610 Job Truss Truss Type Qty Ply Webb 1.15 TCDL 10.0 Lumber DOL 1.15 R50739904 0517647 F01D HIP GIRDER 1 �f Z Code IBC2015/TPI2014 Weight: 235 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA - 8.110 s May 6 2017 MRek Industries, Ina Mon Jun 5 08:41:05 2017 Page 1 I0:PINTrn9c5SngnmlVilgVkizD S6-HgJvflNwrzmfdWIV9Sdr53Epr6A62j3H44xbS7zgMHi -2-0-0 26. ,j 1 6S-0-0 1 2 } 22-0-0 D-02 33-0 I -0SO-0 2•e-1 4 r Scale = 1:40.6 4x8 = 4x8 = 4x8 = aw n ext$ — Zx4 n Bx8 = 2x4 II -151. LOADING (ps0 SPACING- 2-0-0 TCL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TC 0.27 Vert(LL) -0.11 J -K >999 240 MT20 220/195 BC 0.71 Vert(CT) -0.32 J -K >833 180 WB 0.45 Horz(CT) 0.07 H n/a n/a Matrix -MSH Weight: 235 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc pudins (6-0-0 max.): D -F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) H=2508/0-6-0 (min. 0-1-8), B=2344/0-5-8 (min. 0-1-8) Max Horz B=87(LC 36) Max Uplift H=-843(LC 30), B=-898(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-4570/1651, C -D=-4529/1246, D -S=4006/784, S -T=4007/784, E -T=-4010/784, E -U=4920/974, U -V=-4917/974, F -V=-4916/973, F -G=-5565/1244, G -H=-5178/1653 BOT CHORD B -N=-1535/4057, M -N=-1099/4057, L -M=-1172/6194, L -W=-1172/6194, K -W=-1172/6194, K -X= -1172/6194,X -Y=-1172/6194, Y -Z= -1172/6194,J -Z= -1172/6194,1-J=-1064/4609, H -I=-1500/4609 WEBS D -M=-228/1571, E -M=-2547/626, E -K=-57/1243, E -J=-1514/1534, F -J=-274/2032, G -J=-248/618. G -I=-454/133 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except ()t=1b) H=843, B=898. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 11) This truss has been designed for a total drag load of 4000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-0-0 for 181.8 plf. 12) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component ' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus HeInhIs. CA 95610 June 5,2017 Job Truss Truss Type Qty Ply Web R5o73980a 0517641 FO1D HIP GIRDER 1 �f 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA BA 10 a May 6 2017 MITek Industries, Inc. Mon Jun 5 08:41:06 2017 Page 2 ID:PINTm9c5SngnmlVilgVkizD S6-11 tHs50YcHuWFgtiZA84eGn bWLnAJRlkh8?Sz9MHh NOTES (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 Ib down and 96 Ib up at 6-0-0, 88 Ib down and 96 Ib up at 10-0-12, 88 Ib down and 96 Ib up at 11-11-4, 88 Ib down and 96 Ib up at 13-11-4, and 107 Ib down and 96 Ib up at 16-0-0, and 88 Ib down and 19 Ib up at 8-0-12 on top chord, and 337 Ib down and 90 Ib up at 6-0-0, 68 Ib down at 8-0-12, 68 Ib down at 10-0-12, 68 Ib down at 11-11-4, 1574 Ib down and 300 Ib up at 13-0-12, and 68 Ib down at 13-11-4, and 337 Ib down and 90 Ib up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: A -D=-60, D -F=-60, F -H=-60, B -H=-20 Concentrated Loads (lb) Vert: D= -88(B) F= -88(B) L=-49(13) M=-337(8) J=-337(8) S= -88(B) T= -88(B) U=-88(8) V= -88(B) W=-49(13) X= -49(B) Y=-1574 Z= -49(B) r f r r' . r A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component. not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property darrage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Citrus HelAhls.95610 r Job Truss Truss Type ally Ply Webb Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. BRACING - TOP CHORD 2X4 OF No.18Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 850739905 0517647 G01D COMMON GIRDER 1 3 REACTIONS. (Ib/size) A=4132/0-5-8, C=2946/Mechanical 5) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED Max Herz A=40(LC 27) FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:37 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-wxZxVbv7PSzg4YYXu61BfO1Rk8KP)OaTOHp3TPzA_gC I 4-6-0 4.6.0 4x6 = 4x6 = Scale = 1:18.5 LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.11 BC 0.28 WB 0.55 Matrix -MP DEFL. in (loc) Ildefl Ud Vert(LL) 0.02 D -F >999 240 Vert(CT) -0.05 D -F >999 180 Horz(CT) 0.01 C n/a nla PLATES GRIP MT20 220/195 Weight: 119 lb FT = 20% LUMBER- Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. BRACING - TOP CHORD 2X4 OF No.18Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x8 DF SS 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G 4) Unbalanced roof live loads have been considered for this design. REACTIONS. (Ib/size) A=4132/0-5-8, C=2946/Mechanical 5) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED Max Herz A=40(LC 27) FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR Max Uplift A=-2783(LC 27), C=-1209(LC 30) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.OFESS/ " LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE Max Grav A=4859(LC 2), C=2946(LC 1) �pQ� TEOpO F2 ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER �Q sF A plate rating reduction of 20% has been applied for the green lumber members. MANUFACTURER SPECIFICATIONS. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) TOP CHORD A -B=-4457/2156, B -C=-4467/2091 A=2783, C=1209. 11) This truss has been designed for a total drag load of 3800 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist EXP, 0313112018 * ,t BOT CHORD A -D=-1974/3965, C -D=-1846/3965 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 Ib down and 15 Ib up at _ WEBS B -D=-440/3734 4-6-0 on top chord, and 2403 Ib down and 1671 Ib up at 0-6-12, 134 Ib down and 49 Ib up at 1-1114,1471 Ib down and 70 Ib up at T OFCA`1F NOTES- (13) 1) Special connection required to distribute top chord loads equally between all plies. 2) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 04-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.OFESS/ " 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �pQ� TEOpO F2 will fit between the bottom chord and any other members. 8) �Q sF A plate rating reduction of 20% has been applied for the green lumber members. �n 9) Refer to girder(s) for truss to truss connections. o C 75435 m 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) w C A=2783, C=1209. 11) This truss has been designed for a total drag load of 3800 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist EXP, 0313112018 * ,t drag loads along bottom chord from 0-0-0 to 8-6-8 for 444.9 plf. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 Ib down and 15 Ib up at _ 4-6-0 on top chord, and 2403 Ib down and 1671 Ib up at 0-6-12, 134 Ib down and 49 Ib up at 1-1114,1471 Ib down and 70 Ib up at T OFCA`1F 2-6-12, 127 Ib down and 41 Ib up at 3-11.4, 1471 Ib down and 70 Ib up at 4-6-12, 127 Ib down and 41 Ib up at 4-11-4, and 1471 Ib down and 70 Ib up at 6-6-12, and 134 Ib down and 49 Ib up at 6-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. June 5,2017 A WARNING - Verfry design paremetens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 10/032015 BEFORE USE. Design valid for use only with MIT&O connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb 850739905 0517647 G01D COMMON GIRDER 1 3 Job Reference (optional) Systems Plus Lumber Go, Anderson, CA _ 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:33:37 2017 Page 2 ID:PINTm9c5SngnmlVilgVklzD S6-wxZxVbv7PSzg4YYXu61BfO1Rk8KP)OaTOHp3TPzA_gC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -C=-60, A -G=-20 Concentrated Loads (Ib) Vert: D=-1471(8) J= -1478(B) K= -134(F) L= -1471(B) M= -127(F) N= -127(F) 0=-1471(8) P= -134(F) ®WARNING - VoAly design paremetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bmdng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights,95610 Job Truss Truss Type Qty Ply Webb CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 850739906 0517647 H01 Diagonal Hip Girder 7 1 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 E -F >999 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:38 2017 Page 1 ID: PINTm9c5Sngnm 1 V11 gVkizD_S6-077JIxweAl5Xhi6kSgYOCcZXZYIQSx9cdxZc9rzA_gB I -2.10.11 j 4-0.12 I 8.4.5 2-10-11 4-4.12 3.11.10 Scale a 1:22.7 3x4 II Plate Offsets (X Y)— fB:0-14,Edoel _ 4-4.12 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opst; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; 3.11.10 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Veri(LL) -0.03 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 E -F >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP w C 75435 c m 9) WARNING: Engineering is void unless truss is fabricated by Systems Pius Lumber Co. Weight: 38 Ib FT = 20% LUMBER- * EXP. 03/31/2018 BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=541/0-7-6, E=316/Mechanical Max Horz B=154(LC 25) Max Uplift B=-210(LC 4), E=-75(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-537/64 BOT CHORD B -F=-103/423, E -F=-103/423 WEBS C -E=-459/115 NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opst; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except Ot=lb) B=210. 7) Hanger(s) or other connection device(s) shall be provided sufficient to suppo t concentrated load(s) 73 Ib down and 14 Ib up at ROFESS/ 2-9-8, 73 Ib down and 14 Ib up at 2-9-8, and 36 Ib down and 54 Ib up at 5-7-7, and 36 Ib down and 54 Ib up at 5-7-7 on top chord, 1E0 q� and 18 Ib down and 14 Ib up at 2-9-8, 18 Ib down and 14 Ib up at 2-9-8, and 25 Ib down at 5-7-7, and 25 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. CO J N Z 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). w C 75435 c m 9) WARNING: Engineering is void unless truss is fabricated by Systems Pius Lumber Co. I A LOAD CASE(S) Standard * EXP. 03/31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 FOFCAII June 5,2017 A WARNING - Verffy, design peremoten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10103/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heighte. HeightCA 95610 Job Truss Truss Type Ply Webb ' 7 �Oly 850739906 0517647 H01 Diagonal -Hip Girder Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:38 2017 Page 2 ID:PINTm9c5SngnmlVilgVklzD S6-077JIxweAl5Xhl6kSgYQCcZXZYIQSx?cdxZc?rzA_gB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: K= -9(F=-5, B=-5) M= -17(F=-8, B=-8) ' s r ' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/031015 BEFORE USE. Design valid for use only with MiTeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• ` e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lena Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights,CA 95610 ' 7 1 ' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/031015 BEFORE USE. Design valid for use only with MiTeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• ` e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lena Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights,CA 95610 Job ' Truss Truss Type Oty Ply Webb LOADING (psf) SPACING- 2-0-0 CSI. R50739907 0517647 H03 Diagonal Hip Girder 2 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 F -I Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:39 2017 Page 1 ID:PINTrn9c5Sngnm1V11gVk,zD S6-sKgivGxGx3DOJrhwOX3fkp61Jy2tBP2msbJ9YHzA_qA I -2.10-11 I 3-11-0 7.4-13 2-10-11 3.11-0 3-5.14 3x4 11 Scale = 1:21.0 Plate Offsets (X,Y)— [B:0.0-1.0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 E -F >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER- + BRACING - TOP CHORD 2X4 DF No.1&Bir G TOP CHORD BOT CHORD 2X4 DF No.1&Bir G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=504/0-7-6, E=276/Mechanical Max Herz B=139(LC 7) Max Uplift B=-205(LC 4), E=-67(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-461/43 BOT CHORD B -F=-79/356, E -F=-79/356 WEBS C -E=-389/86 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) E except 01=1b) B=205. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 Ib down and 14 Ib up at 2-9-8, 73 Ib down and 14 Ib up at 2-9.8, and 36 Ib down and 54 Ib up at 5-7-7, and 36 Ib down and 54 Ib up at 5-7-7 on top chord, and 18 Ib down and 14 Ib up at 2-9-8, 18 Ib down and 14 Ib up at 2-9-8, and 25 Ib down at 5-7-7, and 25 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 101031015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing Indicated Is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ty, fabrication, storage, delivery, erection and bracing of trusses and truss systems, seg ANSIrrPI1 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Suite 109 Citrus ei his CA 95610 A WARNING. Verify design paramefors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0712015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �L building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k' a Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ClIrus Heights.95610 Job Truss Truss Type I • Ory � Ply Webb _ 850739907 0517647 H03 Diagonal Hip Girder 2 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:39 2017 Page 2 + ID: PINTm9c5Sngnm l Vil gVkizD_S6-sKglvGxGx3DOJrhwOX3fkp6iJy2lBP2msbJ9YHzA_qA LOAD CASE(S) Standard + A WARNING. Verify design paramefors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0712015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �L building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k' a Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ClIrus Heights.95610 Job Truss Truss Type Qty Ply Webb LOADING (psf) SPACING- 2-0-0 R50739908 0517647 H04 Diagonal Hip Girder 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:39 2017 Page 1 ID:PINTm9c5Sngnm t Vi 1 gVklzD_S6-sKglvGxGx3DOJrhwOX3fkp6ldyl HBNRmsbJ9YHzA_gA 2-9-15 4-4-12 8-4-5 ,I 2-9-15 4-4-12 3-11-10 J Scale = 1:22.6 3x4 II Plate Offsets (X,Y)— [8:0-0-5,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.05 E -F >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,21 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF NO.l&Btf G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=587/0-7-6, E=400/Mechanical Max Horz B=154(LC 7) Max Uplift B=-241(LC 4), E=-121(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-638/155 BOT CHORD B -F=-168/566, E -F=-168/566 WEBS C -E=-613/207 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord it all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) B=241, E=121. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 Ib down and 54 Ib up at 5-7-7 on top chord, and 25 Ib down and 28 Ib up at 2-9-8, 18 Ib down and 14 Ib up at 2-9-8, and 122 Ib down and 70 Ib up at 5-7-7, and 25 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 Concentrated Loads (lb) Vert: J= -5(F) K= -25(B) L= -131(F=-8, 8=-122) q�OFESS/ON T EODOs �Fyc wP C 75435 �`rc m *yaca oa�auzo,e /* OF June 5,2017 A WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iT®k, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus ei his, CA 95610 Job russ Truss Type Oty Ply Webb A T105 2-11-12 2-6-10 Plate Offsets (X,Y)— fB:0-0-1,D-0-31 R50739909 0517647 Diagonal Hip Girder 1 1 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Job Reference (optional) Systems rNs Lumber G0, Anderson, UA 6.11u s Apr 13 2011 MI I ek Industries. Inc. Sat Jun 3 12:33:40 2017 Page 1 ID: PINTm9c5Sngnm l Vi l gVklzD_S6-KW E47cyulNLFx7G6aFauH 1 ftNMPfw1Gv4F2J4kzA_g9 -2-9-15 I 2.11.12 f 5�� l 2-9-15 - 2.11-1 2-6- 2 10 Scale = 1:17.6 0 "i 2-11-12 N ' A 3x4 II D D Max Horz B=109(LC 7) Max Uplift B=-194(LC 4), E=-33(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-256/0 NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=911 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) E except at=1b) B=194. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 73 Ib down and 14 Ib up at 2-9-8 on top chord, and 18 Ib down and 14 Ib up at 2-9-8, and 18 Ib down and 14 Ib up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 c - , OsIFy\ C 75435 `�C m EXP. 03/31/2018 June 5,2017 ,& WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MII-7077 rev. 10/0312013 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not- e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPit Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 9;ltrus Heights. CA 95610 l 2-11-12 F 5-6-6 2-11-12 2-6-10 Plate Offsets (X,Y)— fB:0-0-1,D-0-31 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.01 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 _ E -F >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Weight: 26 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) B=430/0-7-6 E=171/Mechanical Max Horz B=109(LC 7) Max Uplift B=-194(LC 4), E=-33(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-256/0 NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=911 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) E except at=1b) B=194. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 73 Ib down and 14 Ib up at 2-9-8 on top chord, and 18 Ib down and 14 Ib up at 2-9-8, and 18 Ib down and 14 Ib up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 c - , OsIFy\ C 75435 `�C m EXP. 03/31/2018 June 5,2017 ,& WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MII-7077 rev. 10/0312013 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not- e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPit Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 9;ltrus Heights. CA 95610 Job Truss Truss Type TCLL20.0 PLATES GRIP Webb 1.15 TCDL � �Oty [ly� 850739910 0517647 H06 Rafter 2 1 Code IBC2015rrP12014 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Systems Plus Lumber GO, Anderson, GA' . I A y '8-4-10 8.4.10 8.110 S Apr 13 2017 MiTek Industries, Inc. 5et Jun 3 12:33:41 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-oioSKyzWTgT6Y9r17y57pEB2emmifK93JvoGcAzA_q8 I 9.1.9—I 0-8-15 E e, Scale = 1:17.5 [a LOADING (psf) SPACING- 2-0-0 TCLL20.0 PLATES GRIP Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015rrP12014 LUMBER - TOP CHORD 2X4 DF N0.18BIf G CSI. TC 0.44 BC 0.00 WB 0.00 Matrix -MSH r Installation Guide. REACTIONS. All bearings 0-2-2 except (jt=length) E=Mechanical, B=0-7-6. (lb) - Max Horz B=146(LC 4) Max Uplift All uplift 100 Ib or less at joints) E, C, D except 8=-244(LC 4) Max Grav All reactions 250 Ib or less at joint(s) E, C, D except B=382(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' NOTES- (8) , 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, C, D except Qt=1b) B=244. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, C. D. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1CM312015 BEFORE USE. � Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall s A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ,y'IT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 rr-io DEFL. in (loc) Udell Lid PLATES GRIP Vert(LL) -0.02 B -C >999 240 Vert(CT) 0.02 B -C >999 180 Horz(CT) -0.00 E n/a n/a Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. All bearings 0-2-2 except (jt=length) E=Mechanical, B=0-7-6. (lb) - Max Horz B=146(LC 4) Max Uplift All uplift 100 Ib or less at joints) E, C, D except 8=-244(LC 4) Max Grav All reactions 250 Ib or less at joint(s) E, C, D except B=382(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' NOTES- (8) , 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, C, D except Qt=1b) B=244. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, C. D. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1CM312015 BEFORE USE. � Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall s A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ,y'IT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Webb TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr • R50739911 0517647 J01 Jack -Open 21 1 TOP CHORD 2X4 DF No. 1&Btr G Weight: 9 Ib FT = 20% BOT CHORD 2X4 DF No. 1&Btr G Job Reference + Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:42 2017 Page 1 ID:PINTm9c5SngnmlVllgVkizO S6-GvMgYlz8E byAJQVhfcMMSkHZ9500nPCYZXp8czA_q7 t - I -2-0-0 l 1.10.15 2-0-0 1-10.15 •• " . - Scale = 1:11.8 (optional) A LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL . '10.0 Code IBC2015/TPI2014 LUMBER - Matrix -MP TOP CHORD 2X4 DF No. 1&Btr G Weight: 9 Ib FT = 20% BOT CHORD 2X4 DF No. 1&Btr G i l 1.10-15 1.10.15 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.17 Vert(LL) 0.00 G >999 240 ' MT20 220/195 BC 0.04 Vert(CT), 0.00 G >999 180 WB 0.00 Horz(CT) -0.00 B n/a n/a Matrix -MP Weight: 9 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=19/Mechanical, B=259/0-5-8, D=-6/Mechanical Max Horz B=74(LC 8) Max Uplift C=-12(LC 8), B=-84(LC 8), D=-6(LC 1) Max Grav C=19(LC 15), B=259(LC 1), D=24(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. " NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TC6L=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B, D. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. It QROF ESS/pN T EOpOs �Fti COD wP C 75435 �Ncrnrn June 5,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall I ullding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSI1TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 CitrusHeights. A 95610 ' I Job Truss Truss Type Oty TCLL ebb Plate Grip DOL 1.15 TC 0.17 TCDL �71 R50739912 0517647 J02 Jack -Open 18 Rep Stress Incr YES WS 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:42 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-GvMgYlz8E byAJQVhfcMMSkHZ94kOnPCYZXp8czA_q7 3-10.15 l 2-0-0 3.10-15 Scale a 1:16.8 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 Lumber DOL 1.15 BC 0.08 BCLL 0.0 Rep Stress Incr YES WS 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G DEFL. in (loc) I/dell ud PLATES GRIP Vert(LL) -0.01 D -G >999 240 MT20 220/195 Vert(CT) -0.02 D -G >999 180 Horz(CT) 0.00 C n/a n/a Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=86/Mechanical, B=305/0-5-8, 0=37/Mechanical Max Horz B=113(LC 8) Max uplift C=-51 (LC 8), B=-74(LC 8) Max Grav C=86(LC 1), B=305(LC 1), 0=66(LC 3) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C� C 75435 F` P" m EXP. 03/31/2018 June 5,2017 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrua H I his CA 95610 Job Truss Truss Type Oty PlyWebb 850739913 0517647 J03 Jack -Open 21 1 Job Reference (optional) Jystems VIUS Lumber (;o, Anderson, GA , 6.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:33:43 2017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD S645wCle_m IJpoT7hFN7bvfHOLZO17EeMnDHNh2zA_g6 6.0.0 2-0-0 - - 6-0.0 - - scale = 1:21.9 I ' 6.0.0 6.0.0 date unseis 1x,71— ib:u-u-d,tagei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 D -G >999 240 MT20 - 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MP Weight: 20 Ib FT = 20% LUMBER- BRACING. a TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. . BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=148/Mechanical, B=378/0-5-8, D=69/Mechanical Max Horz B=156(LC 8) Max Uplift C=-87(LC 8), B=-75(LC 8) Max Grav C=148(LC 1), B=378(LC 1), D=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide, will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) C, B. • 7) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. oQ�IOFESS/pNq I EOpps �F2 LUwP C 75435 �Nc In 4 * EXP. 03/31/2018 F CAL June 5,2017 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI67073 rev. 10/07/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an indMdual building component, not �- e truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance.regarding the M R " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.+ Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty Ply Webb CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 1250739914 0517647 J04 Jack -Open B 1 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.08 D -G >747 180 BCLL 0.0 ' Job Reference (optional) byslemS HUS LumDerLO, Anderson, GA A 8.110 s Apr 13 2017 MI Tek Industries, Inc. Sal Jun 3 12:33:43 2017 Page 1 ID:PINTm9c5Sngnm1V11gVklzD S6-15wCle m_IjpoT?hFN7bvfHRaZPZ7EeMnDHNh2zA_g6 •2-0-0 i 5-3-14 2-0-0 5-3-14 Scale = 1:20.2 t— Max Uplift C=-75(LC 8), B=-74(LC 8) Max Grav C=129(LC 1), B=353(LC 1), D=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. { NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph' TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. s r June 5,2017 AWARNING- Verf/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®k' I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStrTPt1 Quality Criteria, OSS -89 and SCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,'JA 22314. ` Suite 109 Citrus A 95610 5.3.14 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.08 D -G >747 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix -MP - Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD 2X4 OF No.18Btf G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (Ib/size) C=129/Mechanical, B=353/0-5-8, D=59/Mechanical Max Horz B=142(LC 81 Max Uplift C=-75(LC 8), B=-74(LC 8) Max Grav C=129(LC 1), B=353(LC 1), D=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. { NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph' TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. s r June 5,2017 AWARNING- Verf/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®k' I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStrTPt1 Quality Criteria, OSS -89 and SCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,'JA 22314. ` Suite 109 Citrus A 95610 Job Truss Truss Type Ory Ply Webb PLATES GRIP TCLL 20.0 ' TC 0.07 Vert(LL) -0.01 E >999 240 850739915 0517647 Jos Jack -Closed Girder 1 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:44 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD_S6-DHUbz?OlbrgPdatp4fgRtpeezl7seUV7tOwDVzA_g5 3.1-8 6-0-0 3.1-8 2-10-8 3x4 11 C 3x4 = - .e �� 4x4 = r, Scale = 1:20.9 .+ 1 3-1-8 I 6-" r 3-1-8. 2.10-8 A aj1 d 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:44 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD_S6-DHUbz?OlbrgPdatp4fgRtpeezl7seUV7tOwDVzA_g5 3.1-8 6-0-0 3.1-8 2-10-8 3x4 11 C 3x4 = - .e �� 4x4 = r, Scale = 1:20.9 .+ 1 3-1-8 I 6-" r 3-1-8. 2.10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 E >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 E >999 180 , BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 62 Ib IFT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 OF SS G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=736/0-5-8, D=948/Mechanical Max Horz A=121(LC 5) Max Uplift A=-123(LC 8), D=-193(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1260/216 BOT CHORD A -E=-214/1117, D -E=-214/1117 WEBS S -E=-136/990, B -D=-1278/278 NOTES- (10) 1) 2 -ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=911 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. ()FESS/ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except 0t=1b) A=123, 4Qe�ONq� IEODp F,L D=193. 9) Hanger(s) or other connection device(s) be to load(s) 575 Ib down 108 Ib �Q p shall provided sufficient support concentrated and up at 2-4-10, and 641 Ib down and 125 Ib up at 4-4-10 on bottom chord. The designtselection of such connection devices) is the N o C 75435 P m responsibility of others. WW C M 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03/31/2018 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 , Uniform Loads (plf) r Vert: A -C=-60, A -D=-20 I r OF CAI.W June 5,2017 A WARNING - VoA/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. IW3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not �- e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek+ Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 -Citrus Heights,A 95610 Job Truss Truss Type, Qty Ply FWebbR50739915 0517647 JOSJack-Closed Girder i2 ference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: H= -575(F) 1=-641(F) b.11U S Apr 13 ZUl t MI lex Industries, Inc. Sat Jun 3 12:33:44 ZU1I Page 2 I0:PINTrn9c5SngnmlV1lgVkizD_S6-DHUbz7OlbrgPdatp4fgRtpeezl7seUV7tOwDVzA_q5 AWARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Mel his CA 95610 ayslems Pius Lumber Co, Anderson, CA UAW S Apr 13 zul f MI I ek Industries, Inc. Sat Jun 3 11:33:45 2017 Pagel r ID:PINTrn9c5SngnmlVilgVklzD S6-hU2zAK01WvzX1m94MoA3_4MnJN5Sb6meEXmUlxzA-q4 r 3-1-8 - 6.0.0 i 3-1-8 2.10-8 • Scale = 1:20.9 3x4 II ' C A Job Truss Truss Type City Ply Webb CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL R50739916 TC 0.24 0517647 J05A Jack -Closed Girder 1 2 Job Reference o tions/ ayslems Pius Lumber Co, Anderson, CA UAW S Apr 13 zul f MI I ek Industries, Inc. Sat Jun 3 11:33:45 2017 Pagel r ID:PINTrn9c5SngnmlVilgVklzD S6-hU2zAK01WvzX1m94MoA3_4MnJN5Sb6meEXmUlxzA-q4 r 3-1-8 - 6.0.0 i 3-1-8 2.10-8 • Scale = 1:20.9 3x4 II ' C 3x4 = Plate Onsets my)- IA:0-2-0,Edgel A - yj d a LOADING (psi) 3x4 = Plate Onsets my)- IA:0-2-0,Edgel - Max Horz A=121(LC 5) - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 E >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 E -G >999 180 BCLL 0.0 ',. Rep Stress Incr NO WB 0.15 Horz(CT) 0.00. D n/a n/a grip DOL=1.33 BCDL 10.0 Code IBC2015ITP12014 Matrix -MP 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide - Weight: 62 Ib FT = 20% LUMBER- 6) A plate rating reduction of 20% has been applied for the green lumber members. QRQFE$$/O� BRACING - q 1E00 �Fy TOP CHORD 2X4 DF No.1 &Bit G_ �Qp A=104, D=263. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G 1-11-4, and 705 Ib down and 118 Ib up at 3-11-4 on top chord, and 746 Ib down and 132 Ib up at 5-10-4 on bottom chord. The LU W C M design/selection of such connection devices) is the responsibility of others. except end verticals. WEBS 2X4 DF Stud/Std G * # LOAD CASE(S) Standard' r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=928/0-5-8, 0=1679/Mechanical - Max Horz A=121(LC 5) Max Uplift A=-104(LC 8), D=-263(LC 8) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1581/167, B -C=-309/70 r BOT CHORD A -E=-178/1290, D -E=-178/1290 WEBS B -D=-1476/221 y' NOTES- (10) - 1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows: 4 , Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. , 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. - 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. QRQFE$$/O� 7) Refer to girder(s) for truss to truss connections. 8) Provide q 1E00 �Fy mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) �Qp A=104, D=263. O LIPQ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 696 Ib down and 119 Ib up at & o C 75435 1-11-4, and 705 Ib down and 118 Ib up at 3-11-4 on top chord, and 746 Ib down and 132 Ib up at 5-10-4 on bottom chord. The LU W C M design/selection of such connection devices) is the responsibility of others. EXP, 03/31/2018 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. • * # LOAD CASE(S) Standard' r 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 FOFCM0 Uniform Loads (plf) Vert: A -C=-60, A -D=-20 June 5,2017 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Iru I Is A 95610 r 1 Job Truss Truss Type Oty Ply Webb ' R50739916 0517647 JOS,& Jack -Closed Girder 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: D= -746(B) H=-696 1=-696 e 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:45 2017 Page 2 T ID:PINTrn9c5Sngnm 1 Vi t gVkizD_S6-hU2zAK01 WvzX t m94MoA3_4MnjN5Sb6meEXmUlxzA_g4 1 • r ,& WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web.andlor chord members only. Additional temporary and permanent bracing �Y� M IiT®1.' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MiTek* Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Meights. CA 95610 Y ,& WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web.andlor chord members only. Additional temporary and permanent bracing �Y� M IiT®1.' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MiTek* Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Meights. CA 95610 Y Job Truss Truss Type Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not LOADING (psi) SPACING- 2-0-0 CSI. �Oty [lyWebb R50739917 0517647 J06 Jack -Closed 3 1 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:46 2017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD S6-9gcLNgOfHD50fwkGwVhlWlvzYmSgKbOoTBV11NzA_q3 i- -2OM I 4-0-0 _ I 2 - 4-0-0 - Scale = 1:17.0 C A A -n -n Plate Offsets (X,Y)— [B:0-0-8,Edge1 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 D -G >999 180 Citrus Helphts. CA 95610 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 DF N0.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc putting, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) D=123/Mechanical, B=305/0-5-8 Max Horz B=100(LC 7) Max Uplift D=-27(LC 8), 8=-84(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. _ NOTES- (7) 1) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TEOpO�q�F2\ ti4� � sF c LLJw C 75435 Nc M * EXP. 03/3112018 * / June 5,2017 ,& WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Ttek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helphts. CA 95610 Job ' Truss Truss Type Qty Ply Webb TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr 1250739918 0517647 J07 Jack -Closed 1 1 1 D n/a n/a BOT CHORD 2X4 DF No.1&Btr G Matrix -MP WEBS 2X4 OF Stud/Std G Weight: 20 Ib FT = 20% Job Reference o lional systems rms LUmDer t:o, Anaerson, GA 6.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:46 2017 Page 1 ID:PINTrn9c5SngnmiVllgVkizD S6-ggcLNgOfHD50twkGwVhlWlvzYmTOKbMoTBV11NzA_g3 4.0-0 I 2-M 400 3x4 ! Scale = 1:17.0 C --I r LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - WB 0.00 TOP CHORD 2X4 DF No.1&Bir G D n/a n/a BOT CHORD 2X4 DF No.1&Btr G Matrix -MP WEBS 2X4 OF Stud/Std G 1 2-2-12 . 2-2-12 . 1 4.0-0 I 1.9.4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP ' TC 0.17 Vert(LL) -0.00 H >999 240 MT20 220/195 BC 0.03 Vert(CT) -0.00 H >999 180 WB 0.00 Horz(CT) 0.00 D n/a n/a Matrix -MP Weight: 20 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) D=86/Mechanical, B=274/0-5.8, E=68/0-5-8 Max Horz B=100(LC 7) Max Uplift D=-34(LC 8), B=-90(LC 8) Max Grav D=86(LC 1), B=274(LC 1), E=99(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LwP C 75435 (Z * EXP. 03/31/2018 F FCAO June 5,2017 A WARNING - Verify design paternal.. end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 rev. 10/0312015 BEFORE USE. Nit valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, A 95610 Job Truss Truss Type Oly Ply Webb TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr 850739919 0517647 J08 Monopitch Structural Gable 1 1 BOT CHORD 2X4 OF No. 1&Btr G WEBS 2X4 OF Stud/Std G OTHERS 2X4 OF Stud/Std G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA - 8.110s Apr 132017 MiTek Industries, Inc. Sat Jun 3 12:33:47 2017 Page 1 r - _ I0:PINTrn9c5SngnmlVllgVklzD S6-ds9jbO1H2WDFH4ISUDCX3VR81Apf32exhrFaggzA_q2 -2-" 4-0.0 I 2-" 4-0-0 A N LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - n/a TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 OF No. 1&Btr G WEBS 2X4 OF Stud/Std G OTHERS 2X4 OF Stud/Std G CSI. DEFL. in (loc) Well Lid TC 0.17 Vert(LL) -0.00 K >999 240 BC 0.03 Vert(CT) -0.00 K >999 180 WB 0.00 HOrz(CT) 0.00 D n/a n/a Matrix -MP BRACING- TOPCHORD BOT CHORD Scale = 1:17.0 PLATES GRIP MT20 220/195 Weight: 20 Ib FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 2-0-0 except (jt=length) B=0-5-8, F=0-3-8, F=0-3-8. (lb) - Max Hoa B=100(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) D, B, E. F Max Grav All reactions 250 Ib or less at joint(s) D, E, F, F except B=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. E, F. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�kOF ESS/pN TEOpOs�F2� F W C'75435 `Pc m * EXP, 03131/2018 OF June 5,2017 A WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM -7473 rev. 10/0312015 BEFORE USE. �- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an IndhAdual building component, not e buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �I'r®1Il.- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ` isbrlcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, 098-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Hot his. CA 95610 Job Truss Truss Type Oty Ply Webb 1.15 TCDL 10.0 Lumber DOL 1.15 R50739920 0517647 J09D HALF HIP GIRDER 1 3 Code IBC2015rrP12014 Weight: 205 Ib FT = 20% BRACING. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:49 2017 Page 1 ID:PINTm9c5SngnmlVllgVklzD S6-ZFHUOh3Xa8TzWOSrbeE78wXRx NPXrRE99khuizA_g0 1 2-3-4 1 4-0-0 { 6.8-4 1 9-6-4 1 12.6-0 i 2-3-4 1-8-12 2-8-4 2-10-0 2-11-12 5x6 = 2x4 11 4x10 = Scale = 1:20.9 3x4 11 4x8 = 4x6 = LOADING (pso SPACING- 2-0-0 TCL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015rrP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G CSI. DEFL. in floc) I/deft L/d PLATES GRIP TC 0.29 Vert(LL) 0.05 I -J >999 240 MT20 220/195 BC 0.46 Vert(CT) -0.14 I -J >999 180 WB 0.49 Horz(CT) 0.04 G n/a n/a Matrix -MSH Weight: 205 Ib FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=5646/0-5-8, G=4918/0-5-8 PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED Max Horz A=83(LC 5) FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR Max Uplift A=-3261(LC 27), G=-1001(LC 22) LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE Max Grav A=6458(LC 2), G=4918(LC 1) ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B= -9411/3739,B -C=-8491/2862, C -D=-8448/2524, D -E= -8448/1573,E -F=-913/933 BOT CHORD A -K=-3446/8436, J -K=-2998/8436, I -J=-2061/7389, H -I=-1880/6240, G -H=-1370/6240 WEBS B -K=-647/1106, B -J=-1255/873, C -J=-572/2833, C-1=-700/1360, E-1=-1184/2691, E -H= -199/2572,E -G=-7443/1617 NOTES- (16) 1) Special connection required to distribute top chord loads equally between all plies. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) Special connection required to distribute web loads equally between all plies. 4) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member J -B 2x4 -1 row at 0-9-0 oc, member J -C 2x4 - 1 row at 0-5-0 oc, member I -C 2x4 - 1 row at 0-9-0 oc, member I -E 2x4 - 1 row at 0-9-0 oc, member E -H 2x4 - 1 row at 0-9-0 oc, member G -E 2x4 - 1 row at 0-9-0 oc. 5) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 6) Unbalanced roof live loads have been considered for this design. 7) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=3261, G=1001. 13) This truss has been designed for a total drag load of 4000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-6-0 for 320.0 plf. 0 1 tup0 F2\ C 75435 �`nc m *� EXP. 03/3112018 J* June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®�" la always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TPI1 Quality Criteria, OSO-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. A 95610 AWARNING - VeAy dosrgn paremetere and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE M11.7477 rov.70/07/2013 BEFORE USE. Design valid for use only withMiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall ��' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general regarding the MIT®k• , guidance tabdcation, storage, delivery, erection and bracing of trusses and truss systema, see - 7777 Greenback Lane pNSIRPN Duality Criteria, OSB -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 CA Citrus Heights, 95610 0517647 J09D HALF HIP GIRDER 1 Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:49 2017 Page 2 ID:PINTm9c5SngnmlV11gVkizD s6-ZFHUOh3Xa8TzWOSrbeE78wXRx NPXrRE99khulzA_g0 NOTES- (16) 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2561 Ib down and 1901 Ib up at 0-6-12, 1453 Ib down and 110 Ib up at 2-6-12, 246 Ib down and 108 Ib up at 4-0-0, 1453 Ib down and 110 Ib up at 4-6-12, 103 Ib down and 47 Ib up at 6-0-12, 1453 Ib down and 110 Ib up at 6-6-12, 103 Ib down and 47 Ib up at 8-0-12, 1647 Ib down and 129 Ib up at 8-8-0, and 66 Ib down and 54 Ib up at 10-0-12, and 1595 Ib down and 108 Ib up at 10-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -F=-60, A -G=-20 Concentrated Loads (lb) Vert: K=-1453(F)J=-246(B)1=-1453(F) N= -1457(F) 0=-1453(F) P= -103(B) 0=-103(8) R= -1647(F) S=-66(8) T= -1595(F) f Jobe Truss Truss Type City Webb 850739920 3 Job Reference (optional) t Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:50 2017 Page 1 ID:PINTm9c5Sngnm1ViIgVklzD S6-1RrsD 149LRcg8Y119LIEh83d8OpkGPo00pTFR8zA_q7 -2-0-0 } 1-5-0 11-10.3 l 4.6-0 I 2-0-0 1-5-0 0-4-15 2-7-13 Scale = 1:12.7 6x6 = - A LOADING (psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 E -F. >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 E n/a n/a BCDL - 10.0 Code IBC2015rfP12014 Matrix -MP Weight: 21 Ib FT = 20% LUMBER- BRACING TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-0 cc puffins, BOT CHORD 2X4 OF No. t&Btr G except end verticals, and 2-0-0 cc puffins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (Ib/size) B=322/0-5-8, E=147/Mechanical Max Horz B=50(LC 12) Max Uplift B=-79(LC 8), E=-29(LC 5) Max Grav B=322(LC 1), E=154(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer t8 girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. \;kQFESSIO cep 1V.d, '/`�Q"-�p t tUp0s Fy\ w� C 75435 �Nc m EXf 1!2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1"312015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPII quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 9561 June 5,2017 Job • Truss Truss Type Oty Ply Webb 850739921 0517647 AD Roof Special Girder 2 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:50 2017 Page 1 ID:PINTm9c5Sngnm1ViIgVklzD S6-1RrsD 149LRcg8Y119LIEh83d8OpkGPo00pTFR8zA_q7 -2-0-0 } 1-5-0 11-10.3 l 4.6-0 I 2-0-0 1-5-0 0-4-15 2-7-13 Scale = 1:12.7 6x6 = - A LOADING (psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 E -F. >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 E n/a n/a BCDL - 10.0 Code IBC2015rfP12014 Matrix -MP Weight: 21 Ib FT = 20% LUMBER- BRACING TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-0 cc puffins, BOT CHORD 2X4 OF No. t&Btr G except end verticals, and 2-0-0 cc puffins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (Ib/size) B=322/0-5-8, E=147/Mechanical Max Horz B=50(LC 12) Max Uplift B=-79(LC 8), E=-29(LC 5) Max Grav B=322(LC 1), E=154(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer t8 girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. \;kQFESSIO cep 1V.d, '/`�Q"-�p t tUp0s Fy\ w� C 75435 �Nc m EXf 1!2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1"312015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPII quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 9561 June 5,2017 Job ' Truss Truss Type Oty Ply Webb R50739922 0517647 J11 Roof Special 2 1 Job Reference (optional) JySIeRIS MUS LUrtlDer 10, HfldBrSOn, UA 15.110 S Apr 13 2017 Ni ieK Industries, Inc. Sat Jun 3 12:33:51 2017 Page 1 ID:PINTrn9c5Sngnml VI1 gVklzD_S6-WePERN4n6lkhlhcDj2HTOLcpHnAl?srXcTDozbzA._q_ -2.0-0 3.5-4 3-10-3 4-6-0 2-0-0 I 3-5.4 01 0-7-13 4x6 \\ Scale = 1:16.6 A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 F-1 >999 240 - MT20 220/195 TCDL 10.0 Lumber DOL . 1.15 BC 0.05 Vert(CT) -0.01 F-1 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.05 Horz(CT) 0.00 E We n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=322/0-5-8, E=147/Mechanical Max Horz B=88(LC 7) Max Uplift B=-89(LC 8), E=-21 (LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide • will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1tup�s`F21 WP C 75435 �Nc * rn EXP. 0313112018 T rFOF CA1.0 June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011114473 rev. 10/03/2015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shover, and is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - 1111 ®1R.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel his. CA 95610 r Job ' Truss Truss Type Oty Ply Webb R50739923 0517647 J14 Jack -Open 1 1 - _ Job Reference (optional) Systems Plus Lumber Co, Anderson, CA A g 5.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:51 2017 Page 1 ID:PINTm9c5Sngnml VilgVkizD_S6-WePERN4n6lkhlhcD)2HTDLcqungM7sdXcTDozbzA_q_ 1-10.8 1-10.8 • Scale = 1:9.3 - B 3x4 = C 1-10-8 1 1-10-8 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. v LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) ,-0.00 F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 C -F >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 6 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing r be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=74/0-5-8, C=75/Mechanical Max Horz A=34(LC 8) Max Uplift A=-4(LC 8), C=-22(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ` 2) This truss has been designed for a 10.0 DO bottom chord live load nonconcurrent with any other live loads. c 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , QFtOFESS/0* iEOp�s�Fy W W C 75435 �C n o: ;o EXP. 03/31/2 8 tp June 5,2017 ,& WARNING - Verfly doslgn parametors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rov. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��• e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus i Is CA 95610 Job Truss Truss Type Oty Ply Webb SPACING- 2-0-0 CSL DEFL. in (loc) I/deli Ud 850739924 0517647 J15 Flat 1 1 D >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Job Reference (optional) Systems Plus Lumber GO, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:33:52 2017 Page 1 ID:PINTm9c5Sngnm1VI1gVklzD S67_gzcej5Ot3sYNrBOHmoimZ80KBW2kJkgr7yLUIzA-tz I' 1-10-8 1-10.8 D 3x4 11 Scale = 1:9.6 REACTIONS. (Ib/size) D=63/0-5-8, C=63/Mechanical Max Horz D=-40(LC 4) Max Uplift D=-27(LC 4), C=-27(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r June 5,2017 AWARNINO - VeAy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIITPit Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexendria, VA 22314. Suite 109 ClItus Heights,95610 1-10-8 - - - LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 D >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 D >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 C n/a n/a BCDL 10.0 - Code IBC2015rrP12014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins: A -B, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation au' . REACTIONS. (Ib/size) D=63/0-5-8, C=63/Mechanical Max Horz D=-40(LC 4) Max Uplift D=-27(LC 4), C=-27(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r June 5,2017 AWARNINO - VeAy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIITPit Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexendria, VA 22314. Suite 109 ClItus Heights,95610 Job ' Truss Truss Type Oty Ply Webb CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 1250739925 0517647 J16 Jack -Open 1 1 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 F >999 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA tf.11u 5 Apr 13 2017 MI lex Industries, Inc. SaI JUn 3 12:33:53 2017 Pagel ID:PINTm9c5Sngnm1V11gVkizD_S6-SOX_r362eM P??mcg TJxlmhBFbsET17g4nlvOTzA_py 1-6.8 -IA a I'Q.A 3.6 II 3x4 = C 1.6-8 1-6-8 Plate Offsets (X,Y)— [A:0.0 -0,0 -1 -4],[A:0 -1-8,0-4-3l LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A We n/a BCDL 10.0 Code ISC20151TP12014 Matrix -MP Weight: 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD 2X4 OF No.1&Btr G ` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 OF Stud/Std -G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=37/Mechanical, C=25/Mechanical, A=61/Mechanical Max Horz A=31 (LC 8) Y Max Uplift B--22(LC 81, C--S(LC 81 Max Grav B=37(LC 1), C=27(LC 3), A=61(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10.0 Ib uplift at joint(s) B, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 CUOos`F2� C 75435 �Nc m (P. 03/31/2018 June 5,2017 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. Wit Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing 11 1Te l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIITP1I Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 .CitrusHol his CA 95610 Job Truss Truss TypeOry Ply Webb 850739926 0517647 J17 Flat 1 1 ' Job Reference (optional) oysrerns nus'umuer moo, r nuerson, %,A b.11U S Apr ii CUl r MI lex moustrles, Inc. Jet Jun J iz::tj:J;1 zui ( rage 1 ID:PINTm9c5SngnmlVilgVkizD S6 -SOX r362eM_P77mcgTJxlmhB7bsNT1zg4nivOTzA_py 1-6-8 1.6-8 30 II C 3x4 = Scale = 1:9.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dei! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 D >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.01. Vert(CT) -0.00 D >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC201151TPI2014 Matrix -MP Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &BIf G TOP CHORD 2-0-0 oc purlins: A -B, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 'WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation au'de REACTIONS. (Ib/size) D=50/Mechanical, C=50/Mechanical F Max Horz D=-40(LC 4) Max Uplift D=-28(LC 4), C=-28(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; 8CDL=6.Opsf; h=25ft; Cat. It: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical !eft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. N June 5,2017 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TP11 Quality Criteria, OSB -69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 JobTruss 1B:0-0-8,Edgel Truss Type Oly Ply Webb ]J18 D -G >999 .180 , LOADING (psf) SPACING- 2-0-0 R50739927 0517647 Plate Grip DOL Jack -Closed 1 1 Lumber DOL 1.15 BC 0.08 - Rep Stress Incr YES Job Reference (optional) Systems Pius Lumber Co, Anderson, CA A 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:54 2017 Page 1 ID:PINTrn9c5Sngnm1VllgVkizD_S8-wC4N3P7gPg6Gc9LoOBgAr EKX?BYCCNZJRRSZwzA_px -2-H F 3-10-15 2-0-0 3.10.15 + Scale =1:16.8 C Plate Offsets (X,Y)— 1B:0-0-8,Edgel PLATES GRIP Vert(LL) -0.01 D -G >999 240 MT20 220/195 1 D -G >999 .180 , LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 Lumber DOL 1.15 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No.1 &Btr G DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 D -G >999 240 MT20 220/195 Vert(CT) -0.02 D -G >999 .180 , Horz(CT) -0.00 C We n/a Weight: 14 Ib FT = 20% BRACING= TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=86/0-1-8, B=305/0-3-8, 0=37/Mechanical Max Horz D=113(LC 8) Max Uplift C=-51 (LC 8), B=-74(LC 8) Max Grav C=86(LC 1), B=305(LC 1), D=66(LC 3) . FORCES. (lb) -Mix. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) ' 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; 3CDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; MWFRS (envelope) gable and zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. • 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) C, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ9,OFEOESS/F Tpn_ r C75435 '6 EXP. 03/31/2018 June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7479 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek IT®k• i�As always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIRPI1 Quality Criteria, D8B-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AWandria, VA 22314. Suite 109 - trus Hot his CA 95610 Job ' Truss Truss Type Qty Ply Webb 850739928 0517647 J 1 9 Jack -Closed 12 1 Job Reference (optional) uyawma rrua �wnuei w, r�numsun, �n - 0.110 s Apr 13 zV1 / Ml t ex 1ncustries, Inc. Sat Jun 3 12:33:54 2017 Page 1 ID:PINTm9c5SngnmlVilgVklzD_S6-wC4N3P79Pg6Gc9LoOBgAr EH6781CCNzJRRSZwzA_px 6-0-0 6-0-0 Scale - 1:20.6 3x4 11 B A 3x4 = 3x4 II 6.0-0 66-0-0-0 1 Plate Offsets (X,Y)— [A:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.06 C -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.16 C -F >450 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a nla BCDL 10.0 Code IBC2015rTP12014 Matrix -MP Weight: 21 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) A=234/0-5-8, C=234/Mechanical Max Horz A=123(LC 7) Max uplift A=-34(LC 8), C=-65(LC 8) ; FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate . . grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �QAP10 TEOpOy��Fy� uJ C 75435 NC m EXP. 03/31/2018 OF June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, a" ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Clime HelphIs.CA 95610 Job ' Truss Truss Type Qty Ply Webb TCLL 20.0 A TC 0.16 Vert(LL) -0.01 E -K >999 240 R50739929 0517647 J20 Jack -Closed Structural Gable • 1 1 BCLL 0.0 ' . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a Job Reference o Lionel oysrenrs r,uu'umuer �U. Anuerson, uA n • d SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 A 8.11 V S Apr 13 ZUl I MI I ex inouslres, Inc. Sat Jun 3 12:33:55 2017 Page 1 ID:PINTrn9c5Sngnm1VilgVkizD S6-OPelG171A_E6EJw7yuLPOBmVQPWPxfd7X5B75MzA_pw 1 2-2-0-0 -0-0 • - - Scale = 1:22.0 C i I 4-0-B 4-0•a 0 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 E -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 E -K >999 180 BCLL 0.0 ' . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 24 Ib FT = 20% LUMBER -BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. t WEBS I 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except (jt=length) A=0-1-8, D=1-3-0, B=0-5-8. T- (Ib) - Max Horz A=-83(LC 1), B=136(LC 16) Max Uplift All uplift 100 Ib or less at joints) A, D, B, E Max Grav All reactions 250 Ib or less at joint(s) A, D, E. E exceot 8=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Y 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per A.NSl1TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) A. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, 0, B, E. 9) Non Standard bearing condition. Review required. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.. 0 Q�OF ESS/pN ��T E000s �F2 W W C75435 NC m EXP. 03/3112018 OFCAI W June 5,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not • e buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Nil buildbuilding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiT®k• ing required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMIP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 _Citrus Hef his CA 95610 Job Truss Truss Type . City PlyWebb TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 R50739930 0517647 J21 Jack -Closed Supported Gable 1 1 TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF StudlStd G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:56 2017 Page 1 ID:PINTm9c5Sngnml V11 gVkizD_S6-sbC7U48wxHMzsTVBWcsewPJh7otng6HGmlwZdozA_pv I 5-0-0 I Scale = 1:1?.0 D G ~F E 3x4 = 2x4 II 2x4 II 3x4 II . I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF StudlStd G OTHERS 2X4 DF StudlStd G CSI. DEFL. in (loc) Ildefi Ud TC 0.10 Vert(LL) n/a fila 999 BC 0.03 Vert(CT) fila n/a 999 WB 0.04 Horz(CT) -0.00 E n/a n/a Matrix -P BRACING - r, PLATES GRIP MT20 2201195 Weight: 21 Ib FT = 20% TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-0-0. (lb)- Max Horz A=103(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) E, G, F Max Grav All reactions 250 Ib or less at joints) A, E, G, F FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, G, F. 9) WARNING: Engineering, is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS /oil i EOpCi ps �F2c wPC 75435 c rn * EXP. 03131/2018 June 5,2017 ..� AWARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII.7473 rov.. f0/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is allays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DS0-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 I Job ' Truss Truss Type Oly PlyWebb 3x4 = R50739931 0517647 J22 Jack -Closed 1 1 X5-0-0 10-00 Job Reference (optional) Systems PWS LtlmDer GO, Anderson, GA A UAWS Apr 13 2017 Mi I ek industries, Inc. Sal Jun 312:33:562017 Page 1- ID;PINTm9c5Sngnml VI1gVkizD_S6-sbC7U48wxHMzsTVBWcsewPJfMorTg6sGmlwZdozA_pv 5-0-0 5.0-0 B Scale = 1:17.0 REACTIONS. (Ib/size) A=1941Mechanical, Ccl94/Mechanical Max Horz A=102(LC 7) Max Uplift A=-28(LC 8), C=-54(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. (( W w C15435 ' t * EXP. 0313112018 June 5,2017 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/201S BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- e truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 C 3x4 = 3x4 11 X5-0-0 10-00 5.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.03 C -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.07 C -F >783 180 BCLL . 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1941Mechanical, Ccl94/Mechanical Max Horz A=102(LC 7) Max Uplift A=-28(LC 8), C=-54(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. (( W w C15435 ' t * EXP. 0313112018 June 5,2017 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/201S BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- e truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 Job Truss Truss Type City Ply Webb Plate Offsets (X,Y)— W0 -2-9,D-2-21 850739932 0517647 J23 Jack -Closed Girder 1 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Job Reference Lptional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:57 2017 Page 1 ID:PINTm9c5Sngnm1V11gVkizD_S6-KnmVh09YhbUgTc3N3JOtTcso9C48PZ6P7Pg69EzA_pu i 4-11.8 4-11.8 4x8 i 3x4 II Scale = 1:17.0 LUMBER- BRACING - TOP CHORD 2X4 DF No.16Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=2151/0-5-8, C=1323/Mechanical Max Horz A=100(LC 5) Max Uplift A=-353(LC 8), C=-207(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) 2 -ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=353, C=207. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1779 Ib down and 331 Ib up at 1-1-1, and 1311 Ib down and 165 Ib up at 3-0-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, A -C=-20 Concentrated Loads (lb) Vert: E= -1779(F) F= -1311(F) rEXP. t CVQ0 Fy sFWC 75435 `Pc m Q� 1/2018 June 5,2017 AWARNING - Vorfly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03!7015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I s always regulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffrl ll Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 4-11-8 Plate Offsets (X,Y)— W0 -2-9,D-2-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.05 C -E >999 240 MT20 220/195 TCDL . 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.15 C -E >393 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015frPI2014 Matrix -MP Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.16Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=2151/0-5-8, C=1323/Mechanical Max Horz A=100(LC 5) Max Uplift A=-353(LC 8), C=-207(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) 2 -ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=353, C=207. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1779 Ib down and 331 Ib up at 1-1-1, and 1311 Ib down and 165 Ib up at 3-0-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, A -C=-20 Concentrated Loads (lb) Vert: E= -1779(F) F= -1311(F) rEXP. t CVQ0 Fy sFWC 75435 `Pc m Q� 1/2018 June 5,2017 AWARNING - Vorfly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03!7015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I s always regulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffrl ll Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyWebb DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL R50739933 0517647 J24 Jack -Closed 1 1. Lumber DOL 1.15 BC 0.05 Vert(CT) 0;00 G >999 180 Job Reference (optional) bys[erls Pale wmoer W; Anaerson, cA A ".11"s Mey a Zul r MI I ex incusines, Inc. Mon Jun 5 UtIAZ:Ib LUl I Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-iU51Z1ES7niaeODgftPVTlgzVjZ7BxekPderSOz9MGb l- -2.0.0 I - 1-10-15 2.0-0 1.10-15 Scale = 1:11.8 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in A ".11"s Mey a Zul r MI I ex incusines, Inc. Mon Jun 5 UtIAZ:Ib LUl I Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-iU51Z1ES7niaeODgftPVTlgzVjZ7BxekPderSOz9MGb l- -2.0.0 I - 1-10-15 2.0-0 1.10-15 Scale = 1:11.8 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) 0;00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015rrP12014 r Matrix -MP Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ° be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) D=3/Mechanical, B=259/0.5-8 (min. 0-1-8) , Max Horz B=57(LC 7) Max Uplift B=-91 (LC 8) Max Grav 0=35(LC 4), B=259(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 6) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard June 5,2017 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE N/1.7473 rev. IOM3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Crlterle, DSB-89 and BC81 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type 711 Ply Webb 850739934 0517647 J25 Jack -Closed 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA a 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:33:58 2017 Page 1 ID:PINTm9c5Sngnml VilgVkizD_S6o_KtvmAASvch5meadOv77g01JcY380MZD3PgihzAyt • - 3-10-15 • 3.10-15 . - - Scale = 1:14.4 B 3x4 II 6.0012 - c � -. - • r C 3x4 = , 3x4 I i 3.10.15 - 3.103.10-155 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 C -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15. BC 0.10 Vert(CT) -0.03 C -F >999 180 ' BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 3-10.15 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=151/Mechanical, C=151/Mechanical *. Max Horz A=79(LC 7) y Max Uplift A=-21 (LC 8), C=-42(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - NOTES. (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. QROFESS/pN TEOp�q�Fy ti P4 s6` G'; wC 75435 Nc A * EXP. 03131/2018 June 5,2017 ,& WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/038015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown and Is for an Individual building component, not ��• e truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW fabrication, always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Cdterla, OSS -89 and BCSI Building Component . 7777 Greenback Lane Safety Information avaliabla from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply Webb TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) n/a n/a 999 850739935 0517647 LAY01 GABLE 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 1 n/a n/a Job Reference (optional)' Systems Plus Lumber Co, Anderson, CA 5.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:33:59 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-HAuG66ApDCkyoOmBkOMY1x5JOs7tS11Sj9DE7zA ps 10-11.5 10-11.5 4x6 II H 3x4 // 0' N M L K J I 5x6 II Scale = 1:68.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -SH Weight: 104 Ib FT = 20% LUMBER- / BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2X4 DF No. 1&Bit G except end verticals. WEBS 2X4 DF No. 1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF No.1 &Blr G *Except* WEBS 1 Row at midpt H -I, G -J, F -K D-M,B-0,C-N: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-11-5. (lb) - Max Hoa A=465(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) M, K except A=-221(LC 6), 1=-329(LC 7), J=-204(LC 8), L=-138(LC 8), 0=-142(LC 8), N=-120(LC 8) Max Grav All reactions 250 Ib or less at joint(s) J, M. K. L, O, N except A=392(LC 5), 1=260(LC 4) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-526/355, B -C=-055/304, C -D=-383/252, D -E=-344/225, E -F=-322/219, F -G=-251/177 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, K except (jt=1b) A=221, 1=329, J=204, L=138, 0=142, N=120. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. )90\k SSlp4,' TEOppsNF2�i C 75435 c m EXP. 03/3112018 June 5,2017 A WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. f 0/031201 S BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters any properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criterls, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus ht 95610 4 Job - • Truss Truss TypeQty Ply Webb LOADING (psf) SPACING- 2-0-0 CSI. R50739936 0517647 1AY02 GABLE 1 1 TC 0.12 r n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:00 2017 Page 1 ID:PINTm9c5Sngnm1V11gVklzD s6-IMSeJSBR WSPK4oylRxb5FUNv0EzcwyshNummZzA_1r 10 4-11 r A Scale 3x4 II I 3. 3x 6x6 \\ J 2.68112 4 \\ t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 H n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -SH Weight: 65 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Blf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2X4 DF Stud/Std G 10-0-0 oc bracing: L-M,K-L. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-4-11. (lb) - Max Horz 0=-388(LC 9) Max Uplift All uplift 100 Ib or less at joints) K except 0=-140(LC 7), H=-122(LC 7), J=-479(LC 9), 1=-151(LC 9), M=-121(LC 9), L=-117(LC 9) Max Grav All reactions 250 Ib or less at joints) N, K, I, M, L except 0=428(LC 9), H=330(LC 9), J=285(LC 7) FORCES. (lb) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D -E=-255/145, E -F=-323/166, F -G=-446/222, G -H=-575/273 BOT CHORD N -O=-266/603, M -N=-286/614, L -M=-286/618, K -L=-279/617, J -K=-285/622, I -J=-195/426, H -I=-190/422 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K except Qt=1b) 0=140, H=122, J=479, 1=151, M=121, L=117. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 0, H. J. N. K, I, M, L. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. e�OFESS/pN T E Opps �F2 W wP C 75435 �Nc m rn * /31/2018 June 5,2017 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use. the building designer must verity the applicability of design parameters and oroperly incorporate this design Into the overall M e building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. Suite 109 Citrus 1 hts CA 95610 Job Truss Truss Type Oty Pty Webb Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a .. - n/a 999 MT20 220/195 TCDL 10.0 850739937 0517647 LAY03 GABLE 1 1 WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -SH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:34:01 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-DZOOXoC3k)_GyEN819SgdSOZIpa6LNA7wOeKI0zA_pq i 8.5.5 10-4.11 B-5-5 1-11.5 3x6 = G 3x4 // O N 6x6 b Scale = 1:58.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a .. - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -SH Weight: 65 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G OTHERS 2X4 DF Stud/Std G BRACING- TOPCHORD BOTCHORD REACTIONS. All bearings 10-4-11. (lb) - Max Horz A=325(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, I, K, J. M, N except L=-102(LC 8), 0=-144(LC 8) Max Grav . All reactions 250 Ib or less at joint(s) I, K. J. M, L, O. N except A=307(LC 8) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD A -B=-424/189, B -C=-291/136 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, I, K. J. M. N except (jt=1b) L=102, 0=144. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, K. J, M, L. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ;Q�OFESS/ONS TEOp0s�F� c C 75435 �Nc m EXP. 03/31/2018 OF June 5,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 102312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty Ply Webb 6-0-11 Plate Offsets (X,Y)— [A:0 -1-5,0-1-8L [D:Edge,0-1-14) 850739938 0517647 LAY04 GABLE 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA A r' 13.42 12 0 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:02 2017 Page 1 ID: PINTmgc5Sngnm 1 VI1 gVkizD_S6-hlZOk8Dh W 767aOyLssz3AgZjLDvL4pP98gNtrSzA_pp 3-2-5 15-4-11 3.2.5 I 12-2.5 3x6 = D N M L 3x4 \\ 3x6 \\ O Scale = 1:83.9 f ' N , r d REACTIONS. All bearings 154-11. (Ib) - Max Horz A=-459(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) S, P except K=-109(LC 7), 0=-404(LC 9), L=-138(LC 9), M=-137(LC 9), N=-139(LC 9), T=-148(LC 8), 0=-165(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, 0, R, P. L, M, N, T, 0 except K=358(LC 9), S=270(LC 9) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-142/297, I -J=-366/156, J -K=-492/205 BOT CHORD A -T=-222/552, S -T=-211/534, R -S=-224/543, O -R=-226/547, P -Q=-222/547, O -P=-221/557, N -O=-140/359, M -N=-140/359, L -M=-140/359, K -L=-140/359 WEBS C -S=-252/107 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) S, P except Qt=lb) K=109, 0=404, L=138, M=137, N=139, T=148, Q=165. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, S, R, P, T, Q. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r Q�yOFESS/ON IEODC) s< W W C 75435 `Pc m tY ;o * EXP. 03/31/2018 OF June 5,2017 ®WARNING - Vertly, desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTeMl) connectors. This design is based only upon parameters shown, and Is for an individual building component not �- e truss system. Before use, the building designer must verity the applicability of design parameters end property Incorporate this design Into the overall WSW ®k• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'y'iT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Helahts. CA 95610 r 9-0-015-4.11 I li 9-0-0 6-0-11 Plate Offsets (X,Y)— [A:0 -1-5,0-1-8L [D:Edge,0-1-14) LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 K n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -SH Weight: 112 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS I 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 154-11. (Ib) - Max Horz A=-459(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) S, P except K=-109(LC 7), 0=-404(LC 9), L=-138(LC 9), M=-137(LC 9), N=-139(LC 9), T=-148(LC 8), 0=-165(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, 0, R, P. L, M, N, T, 0 except K=358(LC 9), S=270(LC 9) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-142/297, I -J=-366/156, J -K=-492/205 BOT CHORD A -T=-222/552, S -T=-211/534, R -S=-224/543, O -R=-226/547, P -Q=-222/547, O -P=-221/557, N -O=-140/359, M -N=-140/359, L -M=-140/359, K -L=-140/359 WEBS C -S=-252/107 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) S, P except Qt=lb) K=109, 0=404, L=138, M=137, N=139, T=148, Q=165. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, S, R, P, T, Q. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r Q�yOFESS/ON IEODC) s< W W C 75435 `Pc m tY ;o * EXP. 03/31/2018 OF June 5,2017 ®WARNING - Vertly, desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTeMl) connectors. This design is based only upon parameters shown, and Is for an individual building component not �- e truss system. Before use, the building designer must verity the applicability of design parameters end property Incorporate this design Into the overall WSW ®k• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'y'iT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Helahts. CA 95610 Job " Truss Truss Type Ory Ply Webb TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr 850739939 0517647 1 LAY05 GABLE 1 1 BOT CHORD 2X4 DF No. 1&Btr G Horz(CT) -0.00 OTHERS 2X4 DF Stud/Std G Matrix -SH Job Reference (optional) systems rtus LtlrlOer k,o, Anderson, t„A 0.11U S Apr 13 2U1 7 MI tax Industries, Inc. Sal Jun 3 1234:U3 ZU17 Pagel 1D:PINTm9c5Sngnm1VllgVkizD S6-9x7myUEJHRE_BXXXOaUllt6vLdGUpGRINK7RNuzA_po 6-0-13 14-11.8 • 6-0-13 8-10-11 i 6x6 // Scale = 1:37.6 3x4 /i P �O N M L 6x6 // , LOADING (psf) SPACING- 2-0-0 TCLL . 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER- Vert(CT) n/a TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No. 1&Btr G Horz(CT) -0.00 OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 14-11-8. (lb) - Max Horz A=264(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, I, L, M, J, K, N except P=-136(LC 8), 0=-149(LC 8) Max Grav All reactions 250 Ib or less at joints) A, I, L, M, J, K, P, 0, N FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-273/113 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ' 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, I, L. M, J. K, N except Gt=lb) P=136, 0=149. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, J, K. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 10-11 6-0-13 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.02 Vert(CT) n/a n/a 999 WB 0.07 Horz(CT) -0.00 1 n/a We Matrix -SH Weight: 88 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D -I. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. t Q�OFESS/ON � i EOpOT �F2 co wP C 75435 LIP 0 m � rn * 1/2018 OF June 5,2017 AWARNING - Vorfly design paremotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 10703/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bradng 'y,iTek• Is all required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr1Pl1 Quality Criteria, OSB -89 and BC81 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 ` i Job Truss Truss Type Oty PlyWebb (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 R50739940 0517647 LAY06 GABLE 1 1 BC 0.03 Verl(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems HUS Lumber GO, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:34:04 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD_S6-d8h89gEx21Mrph6j_HOXF5e1Z1ciYflRc s_vLzA_pn 6.2.5 7-5-5 l 1 6.2.5 1-3-0 3.3.0 3x6 = E 3x4 // P O N M LK5x6 = Scale = 1:43.1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Verl(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 J n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -SH Weight: 69 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bit G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc puffins (6-0-0 max.): G -I. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G 4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-8-5. (lb) - Max Horz A=212(LC 5) Max Uplift All uplift 100 Ib or less at joinl(s) A, J, K, N, M, L except P=-141(LC 8), 0=-134(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, J, K, N, M, L, P, O t FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-263/192 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, J. K. N, M. L except Qt=1b) P=141, 0=134. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J. 11) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OF ESS/ONS Q TE000 �Fti s Lin C 75435 clm EXP. 03131/2018 7-. ,t rZ0 Al June 5,2017 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1WO3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not• e buss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members cnly. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Citrus HainhIs. CA 95610 Job Truss Truss Type Qty Ply Webb 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP 850739941 0517647 LAY07 GABLE 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:05 2017 Page 1 ID:PINTrn9c5SngnmlVilgVklzD S6-5KFXN9FZp2UIRrhwX7Xmo1B71RyMHAcbgecXSnzA_1m 5-1x11 1 10-1x11 i - s1a11 3x6 �� - Scale = 1:69.2 12 3x4 11 10-10-11 Plate (JnsetS (X,Y)— IA:U-U-IU,U-1-t31, It:0-2-1U,to9el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code IBC201SITP12014 Matrix -SH Weight: 80 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD • Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btf G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF S1Ud/Std G ° MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-10-11. (lb) - Max Horz A=2611 (LC 7) Max Uplift All uplift 100 Ib or less at joint(s) A, K, N. M except 1=-164(LC 4), L=-115(LC 7),J=-157(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, I, L, J, K, N, M FORCES. (Ib) - Max. tComp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, K, N. M except (jt=1b) 1=164, L=115, J=157. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, I, L. J. K, N, M. 11) Graphical puffin representation does not depict the size or the orientation of the. purlin along the lop and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 A wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010.711015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 R Job Truss Truss Type Qty Ply Webb PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 • R50739942 0517647 LAY08 GABLE 1 1 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:06 2017 Page 1 / ID:PINTm9c5SngnmlVllgVkizD S6-ZWpvaVGCaMdZ2?F65127KWkPZgIEOePk31L5_DzA_pl I 5-11-5 l 9.10-0 5-11-5 3-10.11 Scale = 1:38.3 6x6 3x4 // L K 5x6 // _ LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Weight: 54 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): E -G. OTHERS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing b' t It d d ' t t' d 'th St b'I' e Inm s a e unng russ erec Ion, accor ance wl a I Izer Installation guide. REACTIONS. All bearings 9-10-0. . (lb) - Max Horz A=259(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, G, J. H, K except L=-144(LC 8)' Max Grav All reactions 250 Ib or less at joint(s) A, G, J, H, 1, L, K FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-267/116 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, G, J, H, K except Qt=lb) L=144. 10) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) G, J, H. I. 11) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. F1 V_ O trvp0 -F2\ wP C 75435 c m C A EXP. 03/31/2018 June 5,2017 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overatl _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DS849 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 a Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:07 2017 Page 1 ID:PINTm9c5Sngnm 1 V11 gVkizD_S6-2jNHorHgLglPg9glfPZEtjGaNEdNl4Auly5eWfzA_pk r 5-11-5 9-10 11 6x6 // Scale = 1:36.8 D ISI I�ZI 6�1 I - LOADING (psf) Truss Truss Type City Pty WebbR50739943 r17oob TCDL 10.0 Lumber DOL 1.15 BCLL 647 LAY09 GABLE 1 1 Code IBC2015fTP12014 Weight: 90 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:07 2017 Page 1 ID:PINTm9c5Sngnm 1 V11 gVkizD_S6-2jNHorHgLglPg9glfPZEtjGaNEdNl4Auly5eWfzA_pk r 5-11-5 9-10 11 6x6 // Scale = 1:36.8 D ISI I�ZI 6�1 I - LOADING (psf) SPACING- 2-0-0 TCL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015fTP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std G N + M L 6x6 // CSI. DEFL. in floc) I/deft Ud PLATES GRIP TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.03 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) -0.00 1 n/a n/a Matrix -SH Weight: 90 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D -I. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-10-0. (lb) - Max Horz A=259(LC 8) Max Uplift All uplift 100 Ib or less at joints) A, I, M, J, K, L, N except P=-138(LC 8), 0=-143(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, I, M, J, K, L, P, O, N FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-271/113 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat, 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. ' 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, I, M, J, K. L, N except (jt=1b) P=138, 0=143. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, J. K. 11) Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,r Q�pF ESSlpN T EOD �FZc wPC 75435 �`�� * EXP. 03/31/2018 FOFCA0. June 5,2017 A WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not wit - - a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO.89, and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 , Citru H i t A 95610 Job Truss Truss Type Qty Ply Webb SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud R50739944 0517647 LAY10 GABLE 1 1 n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Job Reference C° lional ayslems rlus Lumber co, Anderson, GA U.I lU S Apr 13 ZU17 MI Iek Industries, Inc. Sat Jun 3 12:34:08 2017 Pagel ID:PINTrn9c5Sngnm1VllgVkizO_S6-Wvxf7BHS6ztGIJPVD74TPxpfMeznUXdlXcgC26zA_pj - 7-8-5 785 3x4 11 Stale = 1:49.7 F 13.42 B A 3x4 // _ K J I H G 3x4 .II REACTIONS. All bearings 7-8-5. (lb) - Max Horz A=321 (LC 5) Max Uplift All uplift 100 Ib or less at joints) H except A=-137(LC 6), G=-112(LC 7), J=-128(LC 8),1=-116(LC 8), K=-132(LC 8) Max Grav All reactions 250 Ib or less at joint(s) G, H, J, I, K except A=265(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-359/247, B -C=-288/194 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H except (jt=1b) A=137, G=112, J=128, 1=116, K=132. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r r June 5,2017 A wARNING - Verify design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev, IOM312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not r �- a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hot his CA 95610 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC201SITP12014 Matrix -P .Weight: 61 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No. 1&Bit G except end verticals. WEBS 2X4 OF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 1070-0 oc bracing. OTHERS 2X4 OF Stud/Std G *Except* WEBS 1 Row at midpt F -G E -H: 2X4 OF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-8-5. (lb) - Max Horz A=321 (LC 5) Max Uplift All uplift 100 Ib or less at joints) H except A=-137(LC 6), G=-112(LC 7), J=-128(LC 8),1=-116(LC 8), K=-132(LC 8) Max Grav All reactions 250 Ib or less at joint(s) G, H, J, I, K except A=265(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-359/247, B -C=-288/194 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H except (jt=1b) A=137, G=112, J=128, 1=116, K=132. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r r June 5,2017 A wARNING - Verify design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev, IOM312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not r �- a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hot his CA 95610 Job Truss Truss Type City . Ply Webb PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 R50739945 0517647 LAY11 GABLE . 1 1 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Job Reference(optional) 5yslemS VIUS Lumber Lo, Anderson, GA 6.11U s Apr 13 ZUl r MI I eK Inauslnes, mc. Sal Jun J112:34:021,117 Page 1 ID:PINTrn9c5SngnmlVllgVkizD S6-Wvxf7BHS6ztGIJPVD74TPxpfLezOUXplXcgC26zA_pj I 5-8.5 I 5-8.5 A Scale = 1:58.2 3x4 It 2x4 II' e - , 2x41144 2 112 D KD II _ 2x4 F V+ M 3x4 II N 13.42 12 K J 1 H G 5x6 3x4 II 2x4 II 2x4 II 2x4 II " 3.8.5 2.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 F n/a n/a t BCDL 10.0 Code IBC20151TPI2014 Matrix -P Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, BOT CHORD 2X4 OF No.t&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ' OTHERS 2X4 DF Stud/Std G WEBS 1 Row at midpt A -K ` MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-8-5. - - (lb) - Max Horz K=-299(LC 6) .. Max Uplift All uplift 100 Ib or less at joint(s) J, H. I except K=-117(LC 6), F=-272(LC 7), G=-329(LC 9) Max Grav All reactions 250 Ib or less at joint(s) K, J, H, I except F=486(LC 4), G=282(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD E -F=-314/215 - BOT CHORD F -G=-216/323 NOTES- (8) 1) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate, grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) J, H. I except QROFESS/ON Qt=lb) K=117, F=272, G=329. IEO q7 X03 F2c 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. , 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. _ JP t�J1 ) W W C 75435 c m � >, 2018 * r�TFOFCA\Y June 5,2017 AWARNING -Verify design parometeB and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE MII.7473 rev. f0/0312015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi T®k, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cilrus Heights,CA 95610 Job Truss Truss Type Oty Ply Webb LOADING (ps() SPACING- Y-0-0 CSI. DEFL. in (loc) I/deft Ud R50739946 0517647 LAY12 GABLE 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/an/a 999 Job Reference (optional systems rlus Lumoer co, Anaerson, L;A 8.110 s Apr 13 2017 MiTek Industries, Inc. Sal Jun 3 12:34:09 2017 Page 1 ID:PINTrn9c5Sngnm1V11gVkizD S6_5U1CX14tH?7vS_hmgbly8Mwt2JgD?7BIGalbYzA_pi I 3.11.5 I 15.4-0 3.11.5. - 11.4-11 ' Y 6x6 // Scale = 1:27.1 3x4 // P O N 10 L K 6X6 // I 11.4.11 15-4-0 11.4.11 3-11.5 Plate Offsets (X,Y)— [C:0-2-10.Edge], (1:0-0-10,0-1-81 LOADING (ps() SPACING- Y-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/an/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -SH Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (6-0-0 max.): C-1. OTHERS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: I -J. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-4-0. (lb) - Max Harz A=167(LC 8) Max Uplift All uplift 100 Ib or less at joints) A, 1, M, J, K, L, O, N except P=-149(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, I, M. J. K, L, P, O, N FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=911 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. i 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) A plate rating reduction of 20% has been applied for the green lumber members. Qa?�OfESt1f) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, I, M. J, K. L, O, q�F T EOpOS N except (jt=1b) P=149. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, J. JP �(P Z 11) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. w C 7543 5 c m 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 14 rn EXR 03/3112018 CALF June 5,2017 J& WARNING • Vaft deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- e buss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andtor chord momoers only. Additional temporary and permanent bracing MiTek' _ building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hel his. CA 95610 JobTruss Truss Type Qty Ply Webb 1LAY13 R50739947 0517647 GABLE 2 1 Job Reference (optional) systems MUS Lumoer co, Anaerson, LA It" IV S Apr 1 J ZUl I MI I ax Inausines, Inc. Sat Jun J 1Z:34:1U ZV17 Nage 1 - ID:PINTrn9c5Sngnm1VilgVkizD S6-SH2QQtJieb7_XcZtKY6xVMutVSfJySWK wJl7 zA_ph 6-7-7 6-7-7 Scale = 1:43.0 3x4 11 F ` 3x4 /i K J I H G R 30 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr IYES WB 0.05 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -P Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, - BOT CHORD 2X4 DF No. 1&Bit G except end verticals. - WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installs ion uide. REACTIONS. All bearings 6-7-7. / (lb) - Max Horz A=273(LC 5) Max Uplift All uplift 100 Ib or less at joints) G, H, J. I except A=-106(LC 6), K=-117(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, G, H, J. I, K FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 'A -B=-3021209 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf: BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, H, J, I except Qt=lb) A=106, K=117. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 5,2017 ,& WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shcwn, and is for an Individual building component, not e truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bradng MiT®k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1l Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus HeightsA 95610 Job Truss Truss Type Cly PlyWebb Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 /250739948 0517647 LAY14 GABLE 1 1 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 Job Reference LptL_) Dyslems t-IUS LUITIDer L;o, Anoerson, GA It.I IU S Apr 13 ZU17 MIIex Industries, Inc. Sal Jun 3 12:34:11 2017 Page 1 ID: PINTrn9c5SngnmlVi1gVklzD S6-wUcodDKKOuFr9m83uFeA1ZREpr ShudTDa3sfRzA_pg 9- 11-8-5 " 9- 10-11-5 6x6 \\ 30 It A B Scale = 1:70.1 6x8 \\ J 1 3x4 \\ LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES " WB 0.06 Horz(CT) 0.02 H n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix -SH Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 11-8-5. (lb) - Max Horz 0=421 (LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except 0=-182(LC 7), H=-175(LC 7), J=-626(LC 9), K=-114(LC 9), 1=-152(LC 9), M=-115(LC 9), L=-136(LC 9) Max Grav All reactions 250 Ib or less at joints) N, K, 1, M, L except 0=440(LC 9), H=457(LC 9), J=360(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD E -F=-356/186, F -G=495/242, G -H=-624/293 BOT CHORD N -O=-277/650, M -N=-307/668, L -M=-308/671, K -L=-307/671, J -K=-309/677, I -J=-199/447, H -I=-199/446 Structural wood sheathing directly applied or 6-0-0 oc purlins. except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -B. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: J -K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsh BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 0, 175 Ib uplift at joint H, 626 Ib uplift at joint J, 114 Ib uplift at joint K, 152 Ib uplift at joint I, 115 Ib uplift at joint M and 136 Ib uplift at joint L. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 0, N, K. M, L. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. gQ; p SS/pti ��`�� TEOpOq�Fy O�N w 0,76 35 c m X /2018 grFOF CAl1F0 June 5,2017 A wARNING - Verlry design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®K' is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSWP11 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Salary Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus el his. CA 95610 Job Truss Truss Type Oty PlyWebb (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 R50739949 0517647 W01 Rafter 7 1 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Set Jun 3 12:34:12 2017 Page 1 ID:PINTm9c5SngnmlVilgVkizD S6-OgAArZLz9CNimwjGSz9Pan RKFLzOLgdREoPBtzA_1f { 1-10-3 122 1-10-3 0-2 4 Scale = 1:9.6 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gue. REACTIONS. (Ib/size) A=45/0-3-8, B=69/0-3-8 Max Horz A=38(LC 8) Max Uplift A=-10(LC 8), B=-42(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint A and 42 Ib uplift at joint B. - 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�kOFESS/p,�, TEOppseF2 w C 75435LU Lnc EXP. 03131/2018 June 5,2017 A wARNING . Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 1010=015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall buildbuilding design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MIT®K• ing required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCS) Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus i hl A 95610 Job Truss Truss Type Qty , PlyWebb SPACING- 2-0-0 CSL DEFL. in (loc)' I/dell Ud PLATES GRIP R50739950 0517647 W02 Rafter 7 1 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Sat Jun 3 12:34:12 2017 Page 1 ID:PINTrn9c5SngnmlVilgVkizD S6-OgAArZLzgCNlmw)GSz9Pan RCFLzOLgdREoPBtzA_pf 2-0-7 2-0-7 Scale =_ 1:9.6 B - 6.00 12 H o , / FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint A and 34 Ib uplift at joint B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�OF ESS/pN� • r - ` �Q`� T E00� sF c ' W W C 75435 c m M * EXP. 03/3112018 T OFCAU June 5,2017 ® WARNING _ Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. IOM312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing 1111Te 1.' Is always required for stability and to prevent collapse vdth possible personal Injury and property damage. For general guidance regarding the M R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, r Suite 109 Citrus Heights, CA 95610 S 2-0-7 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc)' I/dell Ud PLATES GRIP TCLL 20.0 — Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a ' BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 3 Ib FT = 20% ' LUMBER- BRACING - TOP CHORD 2X4 OF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Installation guide. REACTIONS. (Ib/size) A=52/0-3-8, B=52/0-3-8 Max Horz A=36(LC 8) Max Uplift A=-16(LC 8), B=-34(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint A and 34 Ib uplift at joint B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�OF ESS/pN� • r - ` �Q`� T E00� sF c ' W W C 75435 c m M * EXP. 03/3112018 T OFCAU June 5,2017 ® WARNING _ Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. IOM312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing 1111Te 1.' Is always required for stability and to prevent collapse vdth possible personal Injury and property damage. For general guidance regarding the M R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, r Suite 109 Citrus Heights, CA 95610 S I- Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION " Center plate on joint unless x, y 4 offsets are indicated. 16-4-8, dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. ' and fully embed teeth. - TOP CHORDS diagonal or x -bracing, ' 9 g, is always required. See BCSI. _ 0'1n 16 a-2 cls 2. Truss bracing must be designed by an engineer. For T I 4 WEBS Q� O � s�, � of = ' 3� 3 O wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. U e� = 3. Never exceed the design loading shown and never a V stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building a -s cb7 cse F For 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0- ",a' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each ` This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIIfPI 1. • software or upon request NUMBERS/LETTERS. - 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. . • The first dimension is the plate 10. Camber is a non-structural consideration and is the /� X /� width measured perpendicular ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to T "T. to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION ! 12. Lumber used shall be of the species and size• and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in, the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfins provided at output. Use T or I bracing . spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 _ section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, 'rf BEARING established by others. or less, no ceiling is installed, unless otherwise noted. h 15. Connections not shown are the responsibility of others. +" Indicates location where bearings 16. Do not wt or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur.__ 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ` Qp , 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with . Industry Standards: W1 project engineer before use. , ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. • is not sufficient BCSI: Building Component Safety Information, MiTek0 20. Design assumes manufacture in accordance with Guide o Good Practice for Handling; ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015'