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Home My WebLink About017-260-16811-41-168 DAVID MENNUCCI/��/�'� """''' 61 Alm Bluffs D lot 20, Spanish Gar dens, Chico rmit#.] -2-j'89B, P, R,M(new, single- f a -TJ I r,-,=` F-� r Y�I Ali l� � � `v'�> `` � `-�� rs� (,v�� 0 - ' • f` �✓� ?€�jw� .�; k' PERMIT NO. 121-89B,P,E,M � f PERMIT EXPIRES OWNER DAVID MENNUCCI CONTR. Owner �!�Gyu C,U r (;;ir j., t ASSESSOR PARCEL 11-41-168 _ LOCATION 61 Alm Bluffs Dr, lot 20 Spanish Gardens, Chico ' f: a ' ( r Y Temp. Power Pole Called PG&E em^ Elec. Service , '� �� : % 6 Temp. Gas Service Called PGS JOB FINALED Signature = OK 0 = Not OK = NotNot Read'yable MOBILE HOMES d < • MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DEC KS,COVERS,CARPORTS,GARAGES, (Plans)OK c:x4Xpt #'s 1. Zoning Requirements -Setbacks -Easements 1. zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood -Awn.; Posts- Beams-Rftrs.-Connec.-- 5. Electricity; Location-Clearances-Grnd.-/ /,Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / P'L"ft 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ P'L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -81 Date 10. Roof; Shthg-Roofing Card -61 Date Card -81 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card -1211_1_.--j Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test-Fall=Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card -131 Date Card -B1 Date 8. Elec.;Grounding;.Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -51 Date Card -;Bl Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test' Card -81 Date Card -61 Date Card -1211 Date Card -81 Date I - _ a =OK ` (Y= NotJ ' RESIDENTIAL (Sirgde and Duplex) - = Not Applicable _ Not Heady ' , Date •. ,. UN FLOOR (Plans) OK except #'s Date F MING (Continued) . Zo g -Setbacks; -Easements -Flood -Slope f� 5. ers-Post Caps -Anchors -Connectors tg ain; Soils-Steel-Elec. Grnd.-/ $/" Ftg. Depth. In ist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. g, Garage; Soils-Stee l-/ 18' /" Ft .Depth . ireplace Ties or Type ue-Fireplace Throat CI 2e _ � & s; Soils- -/ /"Ftg. Depth 48 Attic Access; Size & Romex Protection -Draft Stopns. Baffles walls, Main; St - I outs-Wrappedd '. Windows or Exiting Doors -Sill Hgt. & Dimensions mwalls, garage S lockouts -Wrapped 5VGa2ge Fire Protection Framing ZS Sla ; St - 511,42r•perty Line Firewall & Openings i s-Fi?epfeee-Ftg.-St _ xt. Doors -One T -Check rage -3rd story, 2 exits D.W.V.; F -F• gs- st 53 irs; Width -Headroom Biun-Landing-Fire Protection 12KGas Pipe; Size -Anchors 54—.Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 1.1kWater Pipe; Test -Anchors -Regulator -Service Test iding-Nailing Veneer 12 lectric; Underground X56. S co Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 Plenums & Duc s C ranee-Material-Supprt-Ins. GI •ng Area -Glass Protection -Skylights -Plastic 14 irders-Sills(Znc or Bolts oists-Vents-Cripples r Walls; Nailing -Bolts 1 . n ation 5 '. nsulation-Walls-Clg. ij; filtration-Walls-Wndws Card -61 Date -(7 Card -131 Date Card -131 Dateg- / Card -131 Date Card -B1 Date r- - Card -131 Date Card -81 atej f- - Card -81 Date Date PL ING ( ermi) OK except #'s 1.11 �aVat : Ht. Vent -Access -Combustion Air- Baffle Date N Plans) OK except #'s 1 iW Pipe; Test & Anchors -Nail Protection, xt. eps-Door & Sidelight Protection -Landings Test-Fttngs & Anchors -Nail Protectiona Detector o r Pan; Test, First Floor -Tub Access urnace; Vents -Clearance -Co . Air -Co ector- In qawge; Above Floor-Duds-Mech. Pf6tection st Tub & Shower, 2nd Floor -Tub Access as Pipe; Size & Anchors edr om Exiting I. ath Fi0ares &Tub -Ate pa Trim & Sub panel re izes-Labels Card -81 ate - Card -B1 Date Stairs &Rails Card -61 ate - ()Card -61 Date 6 re ace or StoWClea es -He 6 lee. Outlets at W Panel; xt. Date ELE ICAL (Permit) OK except #'s lure &Transformer Clearance -ins. Protection 7 i t. & Appliance; -Air Gap- ng Clearance c Receptacles Spacing -Lights &Switches at Doors 7 utlets &Rece a at Kit. Counter 2 iz bxes & No. of Conductors -Stapled 7 ajy aire Door; 0-4—C"Lan g_CI r 2 mex Installed Close to Edge of Studs & C.J. 7( Duct in Garage -Damper +F!"Ground made up w/Mech. Fasteners -Bond Gas & Water 7 tr. Htr.; Vents -CI ance-Comb r- nnector-P.R.V.- In garage; Abowd Floor -Mee rotection Appliance Circuts in Kitchen & Conductor Size/G.F.I. 7 b., Elec. & Mech. Equ4aw<isted for Location ® Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 7 Rece tacles in p (G.F.I.)-Rome�c-Protec. ange Circ. / (o / ga. Cu oiQ]�Oven Circ. / / ga. Cu or . I. In5mlated Neutral Yes Insul -Foam-Looked in Attic es ward Is & Deck Construction -Post Caps 0 Riee6Aaellays & nd- • Dis ect ents & Crawl Hole Doo Dr • ood-Ear Qglj�ui Clearances Panels-Motors-Mech. Equip. Cle ' Looked under A r ❑ e othes Closet Light -Shower Light -Spa Light ollowing instld.• Drive es ❑ No; Walks es Planters ❑ Y . Smoke Detector '' !) S 81. St ; B wn-Finish Card -B1 ate/ .Z -'Card -B1 Date 8 . C. t; Discon ctric, i n g Card -131 Date Card -131 Date ents Abov of; Plbg.-Appliance-Firepl.- arance to Op Date ANICAL (Permit) OK except #'s C. Ducts Insulation & Support ater II; Disconnect, Ele cal, Plu ing 8 for Elec. Trim;,. Recepta -Underground �; Exhaust above insulation a tion throughout House 38"C-ondensmto Drain & Overflow; Size & Grade 8 I Protection 37. u ace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 880Correctiops from Previous Inpections . Attic Access & Platform if Furnace in Attic ri 89. s - eters Tagged; Gas -Electric & Sewer Connected -C/O to Grade -HD Approval g Y Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 9 oofing Certificate Card -61 Date Card -B1 Date Card -131 C_: d Date Card -131 Date Card -B1(//_1> Date3-/S Qb Card -131 Date Date FRA G (Plans) OK except #'s 3 Is, Proper Material & Anchors Card -81 Date Card -81 Date e(jaal Studs -Nailing, Spacing Br n Plates -Sound Comments at Final: ring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire tops; Furred Ceilings -Stairs -Chases -Tub 4. Bader & Beam -Size & Bearing (NOTE: An entry must be mace each time you visit job site) COUNTY OF BUTTE - 'DEPARTMENT OF PUBLIC WORKS :• ' ' ' '196 Memorial Way, Chico — Phone: 891-2751 r' - 7 County Center Drive, Oroville —,Phone: 538-7541 r 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE L OWN [! -R' :. PERMIT NO. A routine inspection indicates that the following violations of County Ordinance f exist at the above address and should be corrected. Please notify this office r when correction of work is completed. If,you have any question pertaining to this t matter, or need additional explanation, please contact this office immediately. i Inspector C Date i.�,:. 1�'~1•vh-a1�1.�i,4�.t.a.t TCOUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 �j CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or .need additional explanation, please contact this office immediately. NO Inspector Date COUNTY OF BUTTE " tj i DEPARTMENT OWOUBL'IC WORKS' ! ` 196 Memorial Way, Chico — Phone: 891-2751 y� 7 County Center Drive, Oroviffe — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307' CORRECTION NOTICE OWNER PERMIT NO. .-A routine inspection indicates that the following violations of County Ordinance exist at the above. address and should be corrected. Please notify this office when coFng f work is completed. If you have any question pertaining to this matter, dditional explanation, please contact this office immediately. Inspector Date /- 3- 9 v % ER PERMIT Na /Za A routine inspection indicates that the following violations of County Ormem \K exist at the above address ii/ �hudbecorrected. Please notify this office \ \ when correction of 4ork is completed.- #'pu have any question pertaining to this _!ir, or eed additional explanation, please entad this office ,_kmtely.2�r/ •� \��.' /_.._ � � �.2\� /} . - 2^}~ » � j ti /C,-' \�•\ Inspector Date \\ .� COUNTY OF BUTTE j DEPART ENT OF PUBLIC WORK 3 196 Memorial Way, Chico —Rhee 891-2751/ Tc ewCG!«DHm.o_me—Rhee 53+7541 . \ 747Elliott Road, Paradise— Pk_:p2+m7 • g CO RRE CT|O N N O7|C § \ / . a % ER PERMIT Na /Za A routine inspection indicates that the following violations of County Ormem \K exist at the above address ii/ �hudbecorrected. Please notify this office \ \ when correction of 4ork is completed.- #'pu have any question pertaining to this _!ir, or eed additional explanation, please entad this office ,_kmtely.2�r/ •� \��.' /_.._ � � �.2\� /} . - 2^}~ » � j ti /C,-' \�•\ Inspector Date \\ .� COUNTY OF BU/A^r`.+s ►-...'. � ' .-1. _.r ':. �"�l.W"i"".�Y: TTE N DEPARTMENT OF PUBLIC WORKS .f' 196 MemoriaH.Way, Chico — Phone: 891-2751 F. 7 CounTy Center`Drive, Oroville —Phone: 538-7541 747Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 12 VNER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt or need additional ex planation, please contact this office immediately. Inspector Date q,.v-..... � v.ay��s.�."+'-^-�.- ..-•+.r -,r �C'Ts-�� _ _ ... � -�..-. r .r. . s.. P ..+wr'u.Yr`i'.7`ii^'YP COUNTY OF BUTTE 3 DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile —:Phone: 538-7541 F 747 Elliott Road, Paradise— Phone: 872-6307 y CORRECTION NOTICE4a. OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance =9; exist at the above address and should be corrected. Please notify this office �a when correction of work Is completed. If you have any question pertaining to this matter, 'need additional explanation, please contact this office immediately.. 2AifZ7 // .s/i% /,2,f 4 ,,e Inspector • l COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 o�z 7 County Center Drive, OroviIle— Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 1y\PNNUGGI l )-I— P'7 OWNER PERMIT'N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, o need additional explanation, please contact this office immediately. i ) � ^� / m � � l _ 4-6> nn v. r - C) -gGG�VsS to JC R9 J, (f— oe ei— 914 /yams %//% Al/�rrl A 2 G 4. ,/r X gnaa L Inspector Date L COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 ` 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE 2/ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. t- oyl /f,L �.� t / f/�✓ %A1C S U �f I / / f7�w I- Inspector ( C[7 V Date Owner: LOCATION ROOF Material Thickness (inches) Permit No. ENERGY CERTIF I,.0 A T' I O N A. P. No. DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL Material Fiber las Brand Name - Thickness(inches) Thermal Resistance(R Value)` / S CEILING Batt or Blanket Type S� battS Brand Name Owens-Cornnn Thickness (incites). �'2 Thermal Resistance(R Value) Loose Fill Type" Fiberglass Brand Name Owens-Corning Minimum ThicknesW nches) c,/" Number of Bags Wt. per bag _lb. Area covered(ft. ) U Thermal Resistance(R Value) 3 FLOOR, ELEVATED Material�/p_G 1.34-777--S Th ickness(incites)__ r FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness (iiiciiee )` Brand Name s-- Thermal Resistance(R Value)= Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(Et Valise) I hereby certify. -that the above insulation was installed in the above building In conformance with the State of California Energy Requirements. Loerke Insulation Co. 499150 /OWNER STATE CONTRACTORS LICENSE NO. CNA URE F INSTAL.I.ATION APPLICATOR DATE I hereby certify the above inaulation and all required items aa. shown on the Building Department approved plana and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. G �, sow � vt I FIRM NAME/OWNER (Plea print-) STATE CONTRACTORS LICENSE NO. -3-1 " SIGNATURE OF GIF RAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING . January 1984 M Solt 6P mi, CERilOF �A Ca C N r6k- M AN C E 1HE UNDERSIGNED MANUFA 0TURER /IME8 Y OERT/FIES that the products identified below and on attached sheets Nos. 3 f Afe nierked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER dbNsthL &lON (RITC) and were manufactured in conformance with applicable provisions of 'AmeFicari National SterMdard ANSI/AITC A190.1-1983, St uct�lral lued Laminated timber, ancf •fhat sucFi menu#acture has been at our plant in rain, 0 , which plant has a 4ualifl control system approved by the Inspection Bureau of the AMERICAN INSTITUTE Ofr„TIMBEA CONSTRUOfION and inspected periodically by such Bureau: ` The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Joa NAmi: _ Keller Lumber Sales for Stock JOB LOCATION: Redding, CA CUSTOIAER'S ORDER NO. P O#4731 DATE • 7-�0-8%FGA'S dRDER NO. • • + , 6708-D, 4, WP Glue, Arch App. Indv SIGNATURE COMPANY Duco-Lam TITLE Quality Control ADDRESS' • POB 29711 Draldi .' OR DAfI 10-13-89 ' - - m___ ��. �„• �. is • i*t. AI TC HEREB Y CERTIF/ES that the said company atilt §W;11I-`licMed B� the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the #TC bAllon �imichtr1ri Mpect of product§ %khich cohiply with applicable pr6vit bnl of'said Standard, tl tt b 169% of the`Jality control sysfefn in effdct at said plant is periodically inspected and verifiL�l.bj. Alis (F4�p'�a; 6hlurMu of the AMERICAN INSTITUTE OF TIM90 CONSfi�UCTIbN`` A tliat�;° ir'f`„ 1i 'AI , said company it tapable of complyih§ With $goolicgble" tAAAbticturih4*oohd thilm Oftiilons df "said Standard in respect of products manufactured at idid plant: r ;ROrniN0 W1t}T;fh9'St1iy8&6jn Wsoect of any sliecific or barticular product is the solei responsibility 61 the Md'96fac drtrTAlYd t §Li6rantee hereunder being that the said company is 40111fled td$f6duce a product § ` fid Standard and thet its plafit is 06ri6dically inspected' aiid,Verifled'bV'tFie1AITC Inspection IlUrearl. AITC FORM IBCA 'AITC Certificate No. 56869 8 6 9 A . ..,, . 11 '.t I.1 T...'TI} f ( AMERICAN �INSTItUft OF:1TIMg�R CONSTRUCTION fTn �IT�TT• y>fl .Ill RECEIVED • OCT 1,' , 61989 , A �1 •I •T .. KELLEY L9R. §ALt! 1981` AMkRICAN INSTITUTE OF TIMBER CONSTRUCTION f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS t- 7 County Center Drive - Oroville, Cai4fornia 05965`- Telephone: 916/538-7541 APPLICATION AND PERMIT tol— ASSESSOR[ NO j A11 UMBER/ ZONIN BUILDING PER OWN t ` 0 TE EPH E SO. FT. O C. BUILDING VA l0 -OWN R'S MA L NG A ESS lV ( 5- 9911 PT COt��qAG OR'S NAME / •1naLon TELEPHONE CONTRACTOR'S MAILING ADDRESS h Fireplace + �- COtJSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ s ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee a Ener Plan Checking Energy g Fee $ ARCHITECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS q 0A Permit tee $ ' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 c7 Solar or heat pump water heater 20.00 LOT NO. SUB05ION NAME PARCEL MAP r( Water piping 5,00 119 Each qas water heater or vent 5.00 USE OF STRUCTURE SF� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S_,(9 Building sewer 5.00 Mobile Home I S I G I W 0.00ea TYPE OF WORK Newbk Addition ❑ Remodel U lit' s ❑ Installation❑ Other ❑ Describe work: '� Permit Fee $ S Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ElEx. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered r sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oa ADDNST CONS ( DWEDWELLINGS°.cc '/z¢sgft NEW CONSTR TI.OUTLET NON.RESID .BRA C CIRC ITS 2.50 ea IPOWER APPARATUS e (SINGLE OUTLET CIR. / Ex. OCcup�OUTLETS OR FIXTURES 2AL@ eAL030 OCCUp. OUTLETS FIXED P(RESID )LISIS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building DepartmentQ a Certificate of Workmen's Compensation Insurance or a Certificate eCoofinf Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heatin W1 I -of g Hood 3.00 Ventilation — Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iiabiiitie ,judgments, costs, and expenses which may in any way accrue against s o ty ' consequence of the granting of this permit. X Date Signature of Applicant - Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0'"td epla d oli '41P ion of structures over 3 stories in height. !f �} Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ aPu P. C= I S C7 I FLoo PARCpl' PD ND_ V/ 139U This permit is hereby issued under sions of the Butte County Code and/or k indicated abo a for which �� 1 Dp PUBLIC BY PER IT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS %� Date "` 2 UX !� �/ Receipt No. ` (.tcdj/ WHITE-D.P.W., r!L W- 011, N N P T GOLDENROD -APPLIED T r� COUNTY OF BUTTE - DEPARTMENT QF-. U iLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE�CALIFORNIA 95965 - TELEPHONE\Q16/538-7541 PERMIT APPLICATION DATA SHEET \ ' Permit No. OWNER _ #Z n11,1 n A. P. No. ff Proposed Building Use ,� 1� a i �� Building Inspector �Date, f 'q At time of permit application, I was advised the following data must be submitted priorto permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. . Engineered truss details and layout in duplicate (required prior to plan check)1- 8. Mobilehome installation data including manufacturer's installation instructions .. t ................................. 9. Fees of $ /� .......................... 1.0. Chico Urban Area fees paid ...... 9. 1. Park fees p id . ?. ....l'.i .Ot.............. Schoo distract fees paid ................. -- �3. Sanitation approval from i W Health Department ... 14. City of Chico plumbing permit :.................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18,EVivpway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ...... Pipec.tora�request (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ �24. Letter of signature authorization ..................................... I NcoARFx_T LoADialA ON TQ SE4 26. When you issue the permit, pro ess as follows: Mail to owner. Mail to contractor. _ Telephone and hold for pickup at )rA!,!?office. Deliver w/inspector. Other f,(a"� $93 - SSZ/ Applicant 1� Date / 1.5- b' Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. ZS 2. Additional items required: Contractor, deslg as advised of above required data by! phone__nail_counter byte er odate Contractor, designer, owner, s vised of above required data by—phone—mall ou er by date Plans checked b Date . 4/Plan„sppro ed by Date 3 30 2 Sets of plans on hold in AeoFile cabinet 1 Copy—DPW TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance kit/ 49 Owner Locat on AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for _ bedroom mobi home. Other NOTE , Sanitarian Date OWNER'S NAME: PERMIT #: When approved, process as follows: Mail to owner (Address) Mail to contractor // (Name and Address) Call -6 0 and hold for picku-p at i�`� office S�ocJwh"' fiDel ver with next. inspection. %(11'� 0i' 11CSC'( Fen-, P/ REVISED PLAN CHEC FEES PAID: RECEIVED DATE h�7 r TIME !j ) s �- $15.00 $30.00 Additional Fees Not Required 1 OWNER'S NAME: PERMIT #: . A . P . # : / `� / _/ RECEIVED When approved, process as follows: DATE �ZO�V rr r Mail to owner TIKE �� J (Address) Mail to contractor (Name and Address) . Call and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required D✓� v� D ;, rYF�'NNuc�il RESIDENTIAL PLAN CHECKING G GUIDE-(CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) boo-o;,Garage door or porch header sizes. 0. Adequate bracing. diving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. " Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 1FT�� tic access and ventilation (Sec. 3205). 1:! Underfloor access and ventilation (Sec. 2516). 1combustion od stoves, clearances, alcoves & 1 -hour shafts. air for fuel burning appliances. .J.6m--Noise requirements on duplexes. Adobe soils - special foundation design. �etaining walls requiring design. 19� Unusual shape, size or split level house requiring lateral design. 'MOF pvc P0*- 144'wr � */a- UNf 3 1tJ/r1l.�/ Tamils n ts�� I e M.A , AM .p -_ rte. I i. 7/85 s�oa 7`•3 a�.o 1`.7 x /0.3 /O•o 3 At RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit OWNER b4m r o �N&WAAICC-1 A.P. # // GENERAL 5�zzoning requirements: (sideyards �! Valuation. flans signed by designer. 4. Energy Design and Compliance. 5. Existing violations on property. and number of permitted living units). PLOT PLAN *00G-mplete parcel size and dimensions. }Setbacks, sideyards, easements, etc. 3tt��ther buildings or structures. �!,0p rading, fills, drainage. �jFlood hazard. �®. Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. i:!-Aequired windows for light and ventilation (Sec. 1205). . Required windows for second.exit (Sec. 1204). -w4m--.Sl�ylights (Chapter 34 & Sec. 5207) . man impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). 7rfoo"G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). U0 Light fixtures, switches, receptacles, and exterior receptacles for chanical equipment. 7/85 maintenance of &/ Locations of water heater, heating and cooling equipment, other electrical or gas ipment, and plumbing fixtures. arage firewall, door size, and closer (Sec. 503(d)(3)). 1e1! 1 - 3'0" exterior exit door (Sec. 3304(e)). 1 rep�ce and wood s&4voe location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 4�oundation plan complete enough::to construct building. *^IV %I�'� "&'c4 eloor construction details complete enough:to construct building. �levations and wall construction details complete enough to construct building. 4=of construction details complete enough to construct building. Fireplace construction details and calcs if necessary. 6. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR &00�!E posure I plywood on exposed locations and overhangs. le00 Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). -1,.�Suardrail details (Sec. 1711 & 3306(j)). --4!"B ick or stone veneer (Chapter 30). 3/ Exterior plaster - weep screeds (Sec. 4706). %***"proper roof pitch for roof covering (Chapter 32). 7�after ties or bearing ridge beam. .BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (one Form per Building) ..A.P. Number .,.Bui;lding Department No. ~School District— city Q county Jurisdiction Property.Owner- J11 n U C Project Location/Address A /W ., Subdivision G!2 Residential Development: # of Living MHI Units ��. _ a Commercial/Industrial: New I. iti've Ala 911 S hr "r 0" Lot Number Sq. Footage) Addition (Group R) Sq. Footage Addition (Including Exterior. Roofed AreasI., Date .District Id School District certifies that (Applicant Name) (Phone Number) .(StYeet Address) Ori /7ja 9y9 (City) (State) )(Zip Code) .has complied with the requirements of Resolutiofi-.,No. by the payment l of. $ J, 90,5,69 representing square feet. 1A 0 A 7 f Schddl,Dist Vict/Representative Dae PAID BY CHECK NO. REMARKS:* BANK NO 0/ PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL .FEE ( 5/88 ) �- �n S�j��s�4 Gnus ��►v�s�®N di%a�.5 i�S�� Tn /ac�.t.4mao�L 4e _I I Calao2�d,�- HSR. 'dam � 1 Arl- 0 4 75% x=18,5` 1=low* ai N + + til .t I i ILks• . 3 � �►� 3 � to � � � � _ � � � I i tp rl VAI �1 ho — N -el Q LUWJ 34rnoss S133HS OOL a -Tl 3aYnO5 S 5133HS 001 L8C'LP �`�: 3avnos s S133HS OS IBC i, ti 7 to 000 „oo � - � 5 �ILI- 3� Q�of s s,oy rm a 578 6 r�r� ofc a�.�F°�� C c Qo- CUrJ , ZA __ice_ . Z 054 ! ` cr-m -S r v` o� E � b r I VII.OF CA s(ia3c� � S � VO 2�;-�,ti5 O—ZArI,Wc- aoo z 2 Q'2 f ESS/O� c 78, � \��qjF �ViL 04�`p \ o� CA sneL ��AA k� U S4�z �r,e) c 060 000 I -1__ 89oS4 2Twss tia X157 OF z4� 00, tam �'c, " Z /5 x 10,50 �,L, W/ 4 %X -V �bn, X 24N S I ►��cnN �� 6114 P' 42.381 50 SHEETS 5 SQUARE �® �2.J82 100 SHEETS 5 5O114RE A I y2.3 700 SH TS 5 SOUARE a�J V� G CS ni A t ......... ...._. .:.... _S � 2251 C tj ;, 32 578 m f � %Pjq �jc' i 1 NCS l: F u. '1 b s + C�►Vr�'-tc�IcNv 4AV, b� AL ltx QOO 0Q 3 G6 4 Z4Ocd LAI) I�OSC A �W aF ssIaNq` Ll 78 m tp l F CN DIP SI wl� ar•"9 b 000 2 +Nock L42� �� Q� G x+1761- 3 54, wZ,107.l VL.'t ( {V L0.r 06 k e lie f i QS®lrEssso� I i k4 r Y1, 578 �b Ch vet S6 SZq L4 ll��k4 C --W ( -x6 Pon O F * � CA tr` i TRUSS SCHEDULE TAILS LOAD DRWG NO. SPAN AMT DESCRIPTION BACK FRNT fl YO -0 sc /sso2 A•/ Ifo- o Z/ 14-2 �7// o- 0 2 IZ Scrsso2 �`i2 O o•9' 8 12'/- o co r IS- 0 C 2z- / scissoa -6iz" C -I 22.0 Sclsol2 0 O - -nor) 0 zx6 P,(T. ,D- r g - o / -Z;i(, K* ' 0 0 !_ ly-5 z S SrtD O O E -i l y- S Z 3 st.� O 3-11 E -Z ly-5z l G� O 3-1/ I I 8-0 3-/l -d G 20-0/ dYJon v 3-1/-O I H 22-0 MO no 3-// /-p 2y-0 l 1#70/?o PROJECT .rul-l) MFSUQCCl CONTRACTOR PLAN ELEV TRACT ?ITCH_(p;; ; ii TAIL -CUT ,Oa,a.e 57 TRUSS SCHEDULE TAILS LOAD -61 DRWG NO. SPAN. AMT DESCRIPTION BACK FRNI 7 Inol?o 3-11 2-q' 23-0 .2 mono 3-11 /0-0; z ?- � OFF ce"r z�-a OF-rSC-r 13-// 29-q-12-afF cLip F11 -t F1411- oFtsEr II PROJECT �A� CONTRACTOR PLAN J ELFV TRACT PITCH 6:1213!lz TAIL -CUT P/- 6.11CI6 9-b/ -,LbLub)r7-9 °Y8 0 -bz -,zz :Y4 . '4 Ir— .0 -,,Z) fo-s/ O -h-4 I X5 ss lxz, ') z Hvo /,. 4 /Yo sties �'1N li b .a c 3 z S n (� N N 0' ITT— I M I KUbb bCHtL)ULL )0- ,, - I —r -7 TAILS LOAD. DRWG NO. SPAN AMT DESCRIPTION BACK FRN 1/0-0 S-c/ssox 0 I/0-0 scl,5 5 o/Z C-) Ii -2 qo-o sciss 0 ft Z O 0-17 8 2q-0 coog-0 3 c C=l 22- 0:t:l 7_ D - I C) filo v o -zAA PK -t E lq-52-- .5 3 st sto o 0. 0 /9-o M.0/7 o GE 20-0 mono "Z- 11-0 22'--0 I;lo'170 /-0 Mol?o P R 0 J E (--T' Me 'cmu(1) /VFA)Ucc/ CONTRACTOR n -fevSz law' PLAN. ELEV TRACT PITCH -i AIL -CUT pL ,.�. �=M�,- I RUSS SCHEDULE '01 TAILS LOAD 61 DRWG NO. -SPAN AMT DESCRIPTION BACK FIRM Inono 23-o 2 moria 3-11 0 Frs cIr -3j"6;/t -4o-Z 3-1/ 29.y Z ofF cusp FI -1-1 Full, F)tsg r 0 �z- 1�1-2�j II PROJECT !//,o 2FA) 64 c c CONTRACTOR jAJ PLAN -j ELFVFT RACT PITCH TAIL -CUT Y /3 ._-1W.. M 04t)ID Fgolv 7-' 6�L ME.A)Y.C-C-1 ------ - 12�k '0A 11 O P, ='A rod :moi 2q -o cL x-7 rLL 12 IA 2 o' o',Z) 22=0`" z LI: o 2 7— 23-o I— Z 4 8y oI. A v 'Ass e"5 ko" lz 3-11 eo` j 0 1 0 t S T R U C T U R A L C A L C U L A T I O N S F 0 R TYPICAL CANTILEVER RETAINING WALLS - BRANT NIGHTINGALE / DESIGNS 6346 LANCASTER DRIVE PARADISE,. CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC SIGNED DATE -FRANK L. TYUKOS, RLE 3244 BUTTE COUNTY BUILDING DEPARTMENT AFPLgT,R FEN GMN:E E K I N G 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUPERIMPOSED LOADS: � `rl CIV �a�Q CA11��R MIN. DL. = .010 x (3+8) _ .11 k:/I MAX. LL i-. 050 x 5 = .86 k: / 1 ALERNATE — MIN. DL = .010 x ( 3+8. 2) _ .19 4:: / 1 MAX. LL = .86 f.050 x 5 = 1.11 4::/l. LOADING PEF: ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DLJ-) LL:) AND SLIDING RESISTANCE :MIN. DL ONLY), MAX. L -L_ -- f--::OOF SNOW + ADD I l_ LIGHT ROOF DL_ + ADD I L_ HEAVY ROOF- DL •+• ADD I L. WALL_ DL. + FLOOR LOAD (:'TO'TAL_ ) ALT. MAX. LL_ •-- ALD' L TOTAL FLOOR LOAD CALCIS S FOR —• A. 31-0" — SHTS. FLT ENGINEERING SUBJECT: TYPICAL CANTILEVER RETAINING WALLS 5790 CLARK ROAD 1`:a D. 41-8" PARADISE, CA BY: FLT DATE: 7/86 JOB NO.: 6361 20 PROJECT: 9F. -!ANT N I GTH I NGALE / DESIGNS SHEET 1 OF 3/ 6346 LANCASTER DR. , F'ARAD I SE, i :A 959S9 DESI)�N i_F:T'1"E:Fr:IA: D. CONCRETE ,FLOOR. CANTILEVER .RETAIN'!. Nim WALL- SUPPORTING RES I DEN"f I - �0 E 10. " R — SHTS. 24 & Q q� E. 71-8" -.. SHTS. 12 & 13 E. — SHTS. 26 & r: nnr 1 =) s-4 � i i r-ir: 81-8" "- SHTS. SUPERIMPOSED LOADS: � `rl CIV �a�Q CA11��R MIN. DL. = .010 x (3+8) _ .11 k:/I MAX. LL i-. 050 x 5 = .86 k: / 1 ALERNATE — MIN. DL = .010 x ( 3+8. 2) _ .19 4:: / 1 MAX. LL = .86 f.050 x 5 = 1.11 4::/l. LOADING PEF: ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DLJ-) LL:) AND SLIDING RESISTANCE :MIN. DL ONLY), MAX. L -L_ -- f--::OOF SNOW + ADD I l_ LIGHT ROOF DL_ + ADD I L_ HEAVY ROOF- DL •+• ADD I L. WALL_ DL. + FLOOR LOAD (:'TO'TAL_ ) ALT. MAX. LL_ •-- ALD' L TOTAL FLOOR LOAD CALCIS S FOR —• A. 31-0" — SHTS. 2-& 3 ALT. A. — SHTS. 16 & 1`:a D. 41-8" — SHTS. 4 & 5 B. — SHTS. 20 & 21 D. 61-8" -- SHTS. 8, 9, 10 & 11 D. — SHTS. 24 & 25 ' E. 71-8" -.. SHTS. 12 & 13 E. — SHTS. 26 & 27 F. 81-8" "- SHTS. 14.& 15 F. — SHTS. 28 & 29 G. 91-8" '-" SHTS. 16 & 17 G. — 'SHl S. ' ;.30 & 31 CONCRETE ULTIMATE COMPRESSIVE STRENGTH — f s = 2000 PSI @ 2B DAYS, RE I NFOP+_ I NG — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, . ALLOWABLE LATERAL BRG. PRESSURE — 260 PSF, ` PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 _ CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ ` WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. ` FLT ENGINEERINC 5790 CLARK ROA[ PARADISE, Cf (916) 872-0254 SHEET /`P OF J, GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHAAGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ` 2000 ` GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 3667 OVERALL HEIGHT OF THE SOIL -,Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTALEARTH PRESSURE - Fw (KIP)x 0;14 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.025 3.75 #4 @ 97.7 ` MA. VERTICAL REINF. - ''id % (IN^2): 0. MIN. HORIZONTAL REINF. - .25% (IN -2): 0.tA—` DESIGN REINF. - VERTICAL: ' - HORIZONTAL: COMBINED STRESSES @ WALL: x'~~ #4 @ 24 ~-~' 0.10 < 1.0 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): ' DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc:' DESIGN FOOTING DEPTH (INCHES); DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): ' ` OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): "'SOIL PRESSURES - nL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF):, - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd,(IN) SIZE & SPA (IN) .______-_ 0.055 4.75 #4 @ 43.8 DESIGN TOE REINF.� � #4 @ 24 - SHEET A OF 3 100 150 1.5 2.5 1500 200 0.35 8 6 12 0 0 24 0.28 0.41 0.95 1 25' ' ^ +v!' 3.07 0.84 0.11 0.10 ' 2.00 ` 0.67 , 630.47 < 1500 317.01 >Q 769.22 < 1500 1288.26 > 0 0.42 > 0.28 0.90 0.38 FLT ENGINEERIN� PROJECT : BRANT NIGHTINGALE / DESIGNS" 5790 CLARK ROA[ JOB NO. : 6361 - ALTERNATE PARADISE, C/ DATE : 7/1986 (916) 872-025-� CALCIS BY 1 FLT SHEET ZP OF 3, SUBJECT: CONCRETE CANTILEVER RETAINING WALL �----------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 ' YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 4.67 OVERALL HEI8HT OF THE SOIL - Hr (FEET): 4 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT— a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP); 0.24 � MOMENT - Mw (FT -KIP)-. 0.32 , AREA REINF. (IN^2) 'di(IN) SIZE ----------------- & SPA (IN) ' ' --------------------------------- _______-_____________________0.058 3.75 #4 .@ 0.058 41.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25% (IN^2): 0.1�� '` DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ > COMBINED STRESSES @ WALL: ` 0.18 < 1.0 CALCIS BY FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (: FSI-) : ALLOW. LATERAL BEAFING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES) : DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES 7 : - BACK TO BACK OF WALL (: INCHES) : TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING `FORCE - F� � (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT -- W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP); ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT"'): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SP•t' (PSF):, - SI 'fly (PSF): SLIDING RESISTANCE - Fr (KIP)-. : FOOTING -- TOE: SHEET & OF 3/ 100 150 1.5 2.5 1500 200 0.35 10 6 14 Q 0 26 0.45 0.83 1.2o 1.77 2.13 0.94 0. 30 0.37 2.17 0.70 1023.25 < 1500 87.76 ' 0. 1062.66 < 1500 107'2:' 6 > 0 0. 56 > 0. 45 EARTH PRESSURE L TOE - Fv (KIP) : 1.24 MAX. MOMENT @ TOE - Mt AFT -KIP): 0.71 AREA REINF-. (IN"2) r dl (IN) SIZE & SPA (IN) ------------------------------------------------ ii.ii71 6.75 #4 @ 33.6 DESIGN TOE REINF.. 1f 4 @ 24 [ PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALC' S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ FLT ENGINEERIN6 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 0? OF -3/ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET) : 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL H (FEET): 5.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THICKNESS OF WALL- TOP (INCHES): 6 - BOTTOM (INCHES): . 6 COEFFICIENT - a : � 1.46 ` TOTAL EARTH PRESSURE- F� (KIP): w � 0.38 MOMENT - Mw (FT -KIP): ' {).63 AREA REINF. (IN^2) 'dl(IN) ` ^ IZE & -_________-__-________________ SPA' ( N) 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25% (IN^2): 0.1��i ,` DESIGN REINF. - VERTICAL: #4 @ 18 - HORIZONTAL: #4 @ pq/� COMBINED STRESSES @ WALL: 0.33 < 1.0 CALC',] BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH &WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): ' OVERTYRNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): ' RESISTING -MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY'- e (FEET) : ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -2): SECTION MODULUS - S (FT^3): ` SOIL PRESSURES � DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt, (PSF): - SPh" (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: SHEET 23 OF � 100 150 1.5 2.5 1500 200 0.35 10 6 20 0 ' 0 32 0.63 1.38 1.45 2,79 2.03 1.41 0.36 ' 0.52 � 2.67 1.19 987.58 01500 103.02 > 0 857.50 < 1500 1065.59 > 0 0.65 > 0,63 EARTH PRESSURE @ TOE - Fv (KIP): 1.19 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.12 AREA REINF. (IN^21 'dl(IN) SIZE & SPA (IN) 0.113 6.75 #4 @ 21.3 ' DESIGN TOE REINF.: #4 @ 18 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI); ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVIT,J LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL— H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) --------- _------ �-------------- _---------------- 0. IsO _______________0.130 5.69 #5 @ 28.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25% (IN^20 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ �9 IE; COMBINED STRESSES @ WALL: WLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2�9 OF 31 � �EVEL 30 0 40 =0 .19 1.11 6.67 6 8 8 1.46 0.54 1.08 0.144 0.1�� 0.25 < 1.{) ` CALCIS BY : FLT FOOTING DESIGN: _______________ ' DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL.BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING�PRESSURE (PSF): FRICTION COEFFICIENT - Fc - DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): ~ - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): _ OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTIN6 AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES -.DL ONLY - SPt (PSF): - SPH (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSFA - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE SHEET 00OF Z// 100 150 1.5 2.5 1500 200 0.35 12 6 ` 22 0 ~ 0 36 0.88 2.26 1.95 4.22 1187 1.96 Fv (KIP): 0.49 1.65 0.96 | 3.00 1.73 1.50 ' 1289.14 < 1500 10.43 > 0 1165.80 < 1500 .873.76 > 0 EARTH PRESSURE @ TOE - Fv (KIP): 1.65 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.73 ' AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.136 8.68 #5 @ 27.4 DESIGN TOE REINF.: #5 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL -------------------------- ------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT, GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 7.67 OVERALL HEIGHT OF* THE SOIL - Hr (FEET': 7 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP)i 0.74 MOMENT - Mw (FT -KIP): 1.72 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _______ _____________________ � 0.206 5.69 #5 @ 18.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25% (lN^2): DESIGN REINF. - VERTICAL: #5 @ 18 - HORIZONTAL: 4*5 @ -K|�� COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 24 OF 31 0.38 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 4.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0. 4 MOMENT @ Hw2- Mw2 (FT -KIP): 0.32 AREA REINF. ------------------------------------------------ (IN^2) 'dl(IN) SIZE & SPA (IN) 0.03B 5.69 #5 @ 96.9 DESIGN ^ REINF. - VERTICAL: #5 @ 24 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX:. ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING'MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt" (PSF):` - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOEL EARTH PRESSURE @ TOE - Fv (KIP):. MAX. MOMENT 0 TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.217 8.69 #5 @ 17.2 DESIGN TOE REINF.: #5 @ 12 0 � . � ~��. SHEET ~-OF ` 100 150 1.5 2.5 1500 200 0.35 12 G- 20 28 10 8 42 1.13 3.26 2.36 6.15 1.89 2.89 0.53 i.24 3.50 2.04 1284.49 < 1500 66.54 > 0 1103.27 < 1500 882.05 > 0 1.50 > 1.13 2.05 2.76 FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS FROM TOP OF 579.1 CLARK ROAD JOB NO. : 6361 - ALTERNATE HEIGHT FROM PARADISE, CA DATE : 7/1986 THICKNESS (916) .872-0254 CALL'S BY FLT -- BOTTOM::: (INCHES) : SHEET Of OF 3/ SUBJECT: i_ ONCN,ET'c i= ANT I LEVET: RETAIN I NG WALL i " MOMENT WALL DESIGN: e XT -M): ALL CALCULATIONS ARE IN UNITS/LN. FT. 4 b" GRADE SLOPE RATIO: LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (P'SF) : 3C) SURCHARGE (FEET) : �? YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD •— DEAD LOAD (KIP): .19 -- LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL — H (FEET): 8.67 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 8 THICKNESS OF WALL. — 'TOP (INCHES) : 8 — BOTTOM (INCHES): 8 COEFFICIENT — a : 1.46 TOTAL EARTH PRESSURE— F w (KIP): 0.96. MOMENT -- Mw (FT—KIP) : 2.56 AREA REINF. (IN` 2) ' d' (IN) SIZE & SPA (IN) 0.307 5.69 #5 @ 12.1 MIN. VERTICAL REINF-. — .15 % (IN'• 2) : MIN. HORIZONTAL REINF-. -- .25% (IN'''•2) : DESIGN REINF. — VERTICAL: #5 @ 1 — HORIZONTAL: 05 C 1K IS i_OMBINED.STRESSES L WALL: HEIGHT FROM TOP OF THE WALL — H' (FEET); HEIGHT FROM TOP OF THE SOIL — Hr 2 (FEET): THICKNESS OF WALL -- BOTTOM::: (INCHES) : TOTAL EARTH PRESSURE - Fw2 (KIP): " MOMENT @ Hw' -- Mw' : XT -M): AREA REINF. (IN``'2) I d' (I N ) ----------------------------- DES'I'GN REINF. -• VERTICAL: SIZE & SPA (IN) ------------------- #5 .- -- -....---...-..-• - -• -- •- • -.•-• ----• - -- #5 0 .:916 #5 0 `4 0.144 0. P02 0.55 < 1.0 5.67 5 8.00 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY -DEPTH & WIDTH (INCHES): ` - BACK TO u*[K OF WALL (INCHES TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO— SF ! , NET MOMENT - Mn (FT -KIP):' bi ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): ! � ' SOIL PRESSURES - DL ONLY - SPt (PSF): ' - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING'- TOE 100 150 1.5 2.5 1500 200 0.35 14 634 �10 48 ` � 1.45 4.76 2.8V 8.45 1.78 3.70 0.68 1.91^ 4.0o> 2.67 141G.8f < 1500 . -15.48 > 0 ' 1288.68 < 1500 ' 747.65 > 0 1.78 > 1.45 EARTH PRESSURE @ TOE - Fv (KIP): 2.58 MAX. MOMENT @ TOE - Mt (FT -KIP): 4.33 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.277 10.69 10.69 #5 @ 13.5 DESIGN TOE REINF.: #5 @ 12 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): W000 FLT ENGINEERINC 5790 CLARK ROAD PARAD;SE, CA (916) 872-0254 SHEET SO OF 3/ GRAVITY LOAD - DEAD LOAD (KIPQ .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 9.67 OVERALL HEIGHT OF THESOIL - Hr (FEET): 9 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT— a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP>: 1.22 MOMENT -Mw (FT -KIP): 3.65 . �f AREA REINF. (IN^2) 'dl(IN) SIZE & Sp(IN) ____________-_____________________________ 0.437 5.69 #5 @ SO � MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - 2�% (IN^2): ~ � i 0.m�7 �"_ DESIGN REINF. - VERTICAL: 45 @ 8 - HORIZONTAL: #5 @ COMBINED STRESSES @ WALL: � 0178 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): � 6.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTbM2 (INCHES): -TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08` ' AREA REINF. (IN^2) 'dl(IN) SIZE & ------------------------------------------------ ________--___________________-_____________-___0.130 SPA (IN) ' 0. 13C)5.69 #5 @ 28.7 ' DESIGN R�INF. - VERTICAL: 45 @ 24 CALCIS BY : FLT i FOOTIN6 DESI6O : ': �� SHEET ^-' OF� ` �� DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: ' 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BLARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: . ^ 0.35 . > DESIGN FOOTING DEPTH (INCHES): 14 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 42 FOOTING KEY - DEPTH & WIDTH (INCHES): 10 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): ' 56 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): KESTSTING*MOMENT Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES 4DL ONLY - SPt (PSF): — SPh (PSF): SOIL PRESSURES - ADDED LL - SPt" (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 1.76 6.36 3.18 11.42 1179 AREA REINF. (IN^2) 'd'(IN) SIZE & SRA (IN) ------------------------------------------ 0.394 _______________________________________ 0.394 10.69 #5 @ .5 DESIGN TOE REINF.:' #5 @ ' ' ` 5.06 0.74 2.36 4.67 3.63 1331.07 < 1500 30.87 > 0 1110.21 < 1500 727.45 > 0 1.91 > 1.76 2.95 6.16 oQ�p4ESS1p4, H � r^ a t• ....'FIN'IgN c' cl t U,,Oap- Ll q°,Owe 5��:r....... II to" xlo"_.1zuNur�tG kEY =>oil- I� t= 51 •G 1� E I � S gT �: !°'� 1-. iZ ly d to l 12 Cr M l;� . at U. n u q „ it . u n 4 •.. '�. n N a o k Q. _..._� 9:4 a zo a...... . �,�;o.---- ...-.2.: � ... _.....: 2G.. ..... Ind ...... .........G�:::.::::... �. I:. ��:.::_.•::._-:._;�...:.��.::....._:::.��_...��:_.:.:....: • :� u � ::lua.�::�_��.. :51 o,,......:2 3z Vo• . G" I L' 8°........_. _...�5 t z4 �s,.� 1•$•. ...:.�� ::.: 5 c24...:.t�(o:..:._ IZ• 48 114 -, :�� !. �� ! �•. ... ;4._p4:. . �� YDS 44" , 8" „ ,, ,c - 4 ,�S y •8 YaS IJLT GoMP. STiZENGTH Go1JG• L Z6 V&YS R1=1h1Fop-clQG ASTM A ALL.oW4ep(.:G Soll. P�aniL.!►�G pREssU2l; ' = Fo 2,000 f's.l. 4G 1500 r'. S, I^. 6Y..v.......!..!...............:.DATEJ/8 ...... '. CHKD.BY......................DATE.............:.......... E; ............ * ................. ,Z4Ea>-16AJ CRITER//f SUBJECT.. Tf-mcr !/RAC......C�4G�.S...:..... SHEETNO...._........ ..... OF ............................................................ ...CJ....... �CC�....��S LONC.G ................ JOB NO.._.9o0 Z......_........... BGITT..E...............a....... ................................................... F L T ENGINMRING 5790 CLARK RD. PARADISE, GA 95969 (916) 872-6254 %/ E .WA/EC?' 7 ESE C,4L C3 /S T/� A-1 OF" G006 — / I S'S Ll� C Z-oAOir(/G 3.0 LL = 20. a ASS ��tic�.E7'� — � �— 20©0 �� s � @ z g vg � s • ,4LG6XJ.. So!L 6Afe• / S oo P sz-- (2 %Z 41 . 7l6 ,O (3 GC6¢T RM . BUTTE COUr BUILDING DEPA - APPROVr Gfoxe- 2 o- 5A--'0- 85x.3& �_ �s30 R - /s Sox 6.150 (SNT 2 0,41r;.499 •R r•. 3 v L 3i X5.3 io �. /. I r 2 $7 Xo,CA4-tl) IZ- 513 = 9.2 Fr y C/SE l X /$ (9645' #IE190E--AL cv��x K. X05 -r@, LirsrPT 3 '0 W- w/3kA ...............DATE..../. DATE UB J ECT .......... ....... e .......................... 12r SHEETNO- ... OF ............ CHKO. BY ...................... DATE ....................... ........................................................................................................................... JOB NO.—�-Z-49.0.0 ................. U-Zl L = 0' 5 X- 0' 0 00 '— 0, 47'dO ,677- vo -7j 0 r10 4J9 �� _ / �5,� a� g5x �� Z 55 / /�/ 3 �(/o.�/fix � �, 5� c� �sr . s 7Z4 ZC61— 36 (7?IV OWT P,- ,4057- At =- F2 -g. � 2w 15, ";30 V501. A Z-5 15.30 0 IN qzz / -�,- 0, 5x1,5jQXo- so - �5 /�, 16 �7 LIZ ez-- 3 L 6 ............ DA ...... . ......... SHEETNO. BY ... TE.�./ SUBJECT........... ?elol.(I.C.7w .... Olt . ...... .................. .. "'.,5 OF .................. . ... .... .... ...... ...... .......... .... CHKD. BY ...................... DATE ........................ ..................... ........................................................................................................ JOB NO. ........... . ..................................... .......... .......... ........................................................ ........................ ........................................................................................................ ..................................... ........................ 5 A Zo 0. ozo =r o/ zcw/ 0,!5x Zc? <9 0 Za Z-0 Ar - V, 191 RZZ- o zo = '56 X let_ 1" / , 11 4 Ao= e� 5--t,/Z z--- / - 911Zx17)(7.54_ o,lMX17x7.5 69 - vox V,.6'f-. z A 4- if/ '-, -/ 29/,y 1113. �63�s�yi` s% vox zx, /,?Cox x -15r V/,5 (2�5 -75z i z ZS Z _ IAI (6 x.528o, 5,ic U AG == /, -5,.r 0, 6.0 == 0 . ?o // e BY...-,).� ................. DATE ..... SUBJECT lol!!Jlr-lr� ......... c*bfs ...... ........... ....... . ................... CHKO. BY ...................... DATE ........................ ................................................................................................................... 40 -Ir 2N 5 t 9/Z Y7,5/ CD kL —Z±7 1.45,r,o, SHEET NO . ......l-. OF F JOB NO . ........ . ?00..Z ................ V/ S6 63i 4/9 P 4;,r& Po -37- "IM 7-0 8-3 pi o.. a /is' Z) 0, -5 Ar 0, oqoy 57 2- UAZEV /2'.ro.oYO 9L iZ,Z jib/ o, S X/6,97 �-a �$ a8' S/-/7,- BY.. V' \�.............. DATE ........ SUBJECT..`- 1'/"..'..CiC �........0 ...... GHKD. BY ...................... DATE .......................................................---....................................................................... _...................................................................................................................................................................................... SHEEP NO... ........OF...... .... JOB. NO. ..... .............. ------------------------------------ -. .................. /0 25x o, 4�5a O. 50 Ge wj/r `/o. ,e yr C) 20 � Ole 03 =0e �Xzs . S� /sXossx2/5L _ 1Zo IN' z5 "r Z. �4 BY...._Ipw--.......... DATE .._� /...... CHK.D. BY ...................... DATE ......F,.........:...... ._.....................................:....................................:...... (cow �uor� S72!� .0 �............_......_........... SHEET NO.. . .._..._ OF .... ...... SUBJECT ..................._.....-._.............. ................................................................................................................................ JOB NO. ...... L._4/Q_Z.... ............. 17ZO 38 v x. fecv K /qw L Ge-�OL — o,5x0,®Q x 275 Z3 -�-003= 0.36'��%. w� = 0-5X0,0tox /3441Ew c-Irmle elke- 1odi�` y� �� B,f,. L �ooc //,/ l�� /a f 5� 310x/.3- s� 35�18�x i05j C 0•,5x 2 9'rr o. 6,q /fir 2 SHT. 7 OF 8 PROJECTaMENU6CI RESIDENT=E SUBJECT:STRUCT. CALCIS JOB # 9002, . BY QRH -DATE DATE e 1/89 --------------------------------------------------------------------------------- G L U E D- L A M I N A T E D -B E A M D E S I G. N DESI_RIPTION o RB -3 ALLOWABLE STRESSES --------------- Fb - Bending = 2,400 psi y Fv - Shear 165 psi Elastic Modulus = 1.8E+06 psi L.D.F.. = 1.25 CENTER SPAN = 17 It CENTER SPAN LOADINi # 1 Uniform arm D.L. = 20 psf Uniform L.L. 20 p.sf Trib. Width = 4.5 It Prelim. Beane Width = Lamination Thickness = Ef f. Length Factor = Lu e Center Span = Lu e Left Cant. Lu i Right Cant. _ LEFT CANT. LENGTH = RIGHT CANT. LENGTH = X -Left = X -Right = # 2 Uniform arm D.L.' Suggested - 20 psf X -Left = Uniform L.L. -------------------------------- --.. _ 20 psf X -Right = Trib. Width ------------------------------?- = 19'? = 10 •ft Actual = 77 Concentrated Leads S M / (:Fb:#:Cf ) X = Dist. from Left Support ? Requi red = #1: DL = 1360 in' s on--: # #2: DL = 3845 # #3e DL = LL = 1360 .198 # LL = 3845 # LL _ - X -Dist = 9 -ft X -Dist = 14 ft X -Dist = >LEFT CANTILEVER e % ( X = Dist. Left of Left Support Unif. DL = 0 psf #1: DL = 0 # #2: DL = Unif. LL = 0 psf LL = o # LL = Trib Width = U ft X dist = 0 ft X dist = >RIGHT CANTILEVER X = Dist. Right of Right Support ? .Unif. DL = 0 psf #1: DL = 0 #, #'.tee DL = Unif. LL = O psf LL = 0 # LL = Trib Width = 0 ft . X dist = 0 ft X dist = >PRE -CALCULATED MOMENTS & SHEARS Max. Moment = 0 in -k: Max. Shear Force = 5.125 5 i n Z 1.5 inYZ 1.92 17 It 0 ft 0 ft 0 ft 0 ft 0 ft 9 ft 9 It 17 It 0 # 0 # 0 ft 0 # 0 # 0 ft 0 # 0 # 0 ft 0 # �- DESIGN SUMMARY -- Suggested Size o 5.125 In X 15 in------� ; > SELECTED BEAM SIZE -------------------------------- --.. 5.125 in x 15 ; in ; S Actual ------------------------------?- = 19'? in"3 A - Actual = 77 ; in`2 ; S M / (:Fb:#:Cf ) = 146 i n^3 A - Requi red = 74 in' s on--: F -b a Actual = 2,123 psi Fv a Actual = .198 psi ; F -b -..Allowable = 2,800 psi Fv e Allowable= 206 psi ; of Max. '------------•------------ = 75.8 ----------------------------------------------- % % cif Max. = 96.1 % ; DESIGN MOMENTS & SHEARS (Live Leads Skip Loaded For Max. M+ ----------------------- i_ k _ W.E. 5 Fb) ". 5= 21.21 Cf = (12/d)".111 = 0.976 Cs = (Le d / b''2)^.5= 14.96 MAXIMUM MOMENT = 408 in -k Basi Soxx Reg9d 7 186 in"3 MAX. SHEAF' * 1.5 = 15,231 # Area Required = 78.8 in Positive Moment = 408 i n -k => Allow. Fb 9 o Center = 2799.8 psi Left Neg. Moment = 0 "=> Allow. Fb9 e Left = 0 " Right Neg. Momeht => Allow. Fb 9 o Right = 0 " Shear @ Left = 4,488 # Shear @ Fright 10,154 # REQUIRED DEPTHS SLENDERNESS GOVERNS ':- Y=1, N=O ---.. .0 '.-- DUE TO BENDING c CApprox.) DUE TO SHEAF: : (Approx.) Center Span = 12.7 in @ Left. Support = 6.4 in Left _ant = 0.0 in @ Fright Support = 14.4 in Right _ant = 0.0 in MAX. REAi=TIONS Skip Load Live Lead ? Y=1,N=0 --- . . 0 -------------- Left Support Right Support --- Dead Lead =,91 # 5,324 # . Live Load = 2,291 # 5,324 # Total Load = 4, 581 # 10,649 # DEFLECTIONS Positive = Downward ----------- Left c=enter Right Cantilever Span Cantilever ----------------------------- X-Distance = 0 ft 8.5 ft 0 ft :Default = Spat/' Dead Load Defl. = NA in 0.33 in NA in L/Def l = NA 624 NA Live Lead Defl. = NA in 0.33 in NA in L/Defl = NA 624 NA •tal Load Defl. = NA in 0.65 in NA in L/Defl = NA 312 NA. CAMBER = 1.5 #: DL = NA in -0.50 in NA in BEARING o ------- Fb - Bearing = 885 psi Bearing Length Required @ Left Support = 2.00 :in Bearing Length Required @ Fright Support = 4.50 in HEEL CUT HEIGHTS Minimum End Height @ Left End For Shear Stress = 7.50 in Minimum End Height @ Right End For Shear Stress 15.00.in retbr?'�. t.o DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Sccti.on 26-8.1 of' the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building.permit. The property described herein is adjacent to land or included within an area zoned FEB 3 1989 for agricultural purposes, and residents Of this property may be subject to incon- f veniences or discomfort -arising from the use of agricultural chemicals, including, 69-003753 but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has estabLi shed ;;gr• i c•r, l Lural zones which have as a priority use for productive agricultural. purposes, and residew r: within i.d sa zones and on adjacent property should be or disconfor.m from normal, prepared to accept such i nconvell i ence necessary farm operations. All that real property situate in the County of Butte, State of. California, descriI,c.(I follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART'HEREOF. Date: February 1989 PRO RTY OWNERS: David enn cci Danielle-, A4 Mennucci• State of. CaliforniaOn this the 3rd day of February , 19 89, before mv, SS. the undersigned Notary Public, personally appeared County of Butte ) David F. Mennucci and Danielle K. Mennucc i - -Personally known to -me. Xl Proved to me on* the basis OFFICAL 8[AL H. GREMLERof satisfactory evidence. NOTARY'PUBLIC • CALIRORAQ be the person(s) whose name(s) are PRINCIPAL OFFICE IN sU scribed to the within instrument and acknowledged that sUTTE COUNTY ex cuted the same for the purposes th ein contained. IN WITN1`SS MY COMMISSIONFXPIRES JULY 21, tv89WH REOF, I hereunto set my hand an off.ici.a]. ggeal.. i /l �iPresent A.P. No. l� _ ISNo�La,Pul>1 i c: EXHIBIT "A" The land referred to herein Is described as follows: I All that certain real property sit!iate in the County of Butte, State of California, described as :ol l ows: PARCEL I: Lot. 20 as shown on the map entitled, "THE BLUFFS AT SPANISH GARDEN', which map was filed for record in the office of the Recorder, County of Butte, State of California, on July 19, 1985 in Book 100 of Maps, pages 52, 530 54, 55 and 56. EXCEPTING THEREFROM, a 1 foot no access strip located along the Southerly boundary of the above described parcel of land as.dedicated to the County of Butte, and as shown on above referenced map. RESERVING THEREFROM, an easement for ingress and egress over and across Spanish Garden Drive and Alm Bluffs Drive, as shown on the above referenced map. Said Easement is for the benefit of and appurtenant to the remaining lands of the grantor and may be used by all persons who may hereafter become owners of said appurtenant property or any parts of portions thereof. PARCEL ll: AN EASEMENT FOR INGRESS AND EGRESS over and across Spanish Garden Drive and Alm Bluffs Drive as shown on the map entitled, "THE BLUFFS AT SPANISH GARDEN", which map was filed for record in the Office of the Recorder, of the County of Butte, State of'California July 19, 1985 in Book 100 of Mapt.at pages 52, 53, 54, 55 and 56. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I above. ` A Return,o DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Secti.on 26-8.t of the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building permit. The property .described herein is adjacent to land or included within an area zoned .for agricultural purposes, and residents of this property may be subject 'to incon- veniences or discomfort arising from the use of agricultural chemicals, including, but not .limited to herbicides,, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivationlowin 89 03753 f P 69 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has estahlIshed ogr:icuI .;ural- zones which have as a priority use for productive agricultural purposes, •.,nd reg; i dell.I within said zones and on adjacent property should be prepared to accept such i nc onvc u i c nc r or disconfor.m from normal, necessary .farm operations. All that real property situate in the County of Butte, State of: CaIi.fornJ'A, do scr i he d os follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART'HEREOF.'- Date: February 1989 PRO RTY OWNERS: David ft. 'Ifenni6cci Danielle Mennucci State of. California On this the 3rd day of February 19 89, before. n,c>, SS. the undersigned Notary Public, personally appeared County of Butte ) ? David F. Mennucci and Danielle K. Mennucci -- Personally known to me. r-4 Proved to me on' the basis OMCAL SEAL H. GREMLER' of satisfactory evidence. "'•+ NOTARY'PUBLIC . CALIPORAQ be the person(s) whose name(s) are PRINCIPAL OFFICE IN su. scribed to the within instrument and acknowledged that. they___.____ Gune COUNTY ex cuted the same for the purposes the ein contained. I.N WI.TNI?SS MY COMMISSION EXPIRES JULY 21, 1989 WH REOF, I hereunto set my hand an off.ici.al. seal. ------------ Present'A.P. No. w_— / 6s, `eda,—, otary Public EXHIBIT "A" The land referred to herein is described as follows: All that certain real property sitl'iate in the County of Butte, State of California, described as :ollows: PARCEL I: Lot 20 as shown on the map entitled, "THE BLUFFS AT SPANISH GARDEN", which map was filed for record in the office of the Recorder, County of Butte, State of California, on July 19, 1985 in Book 100 of Maps, pages 52, 53, 54, 55 and 56. EXCEPTING THEREFROM, a 1 foot.no access strip I-ocated along the Southerly boundary of the above described parcel of land a' .dedicated to the County of Butte, and as shown on above referenced map'. RESERVING THEREFROM, an easement for ingress and egress over and across Spanish Garden Drive and Alm Bluffs Drive, as shown on the above referenced map. Said Easement is for the benefit of and appurtenant to the remaining lands of the grantor and may be used by all persons who may hereafter become owners of said appurtenant property or any parts of portions thereof. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS over and across Spanish Garden Drive and Alm Bluffs Drive as shown on the map entitled, "THE BLUFFS AT SPANISH GARDEN", which map was filed for record in the Office of the Recorder, of the County of Butte,.. State of'California July 19, 1985 in Book 100 of Mapt at pages 52, 53, 54, 55 and 56. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I above. END OF DOCUMENT �-, �. , � '. .«'_ -ti Residential & Commercial Emergency Service Available 24 Hours ®ASL Heating & Air Conditioning Sales & Service Phone (916) 846-0377 or (916) 589-5070 654 Kentucky St. P.O. Box 969 Gridley, CA 95948 Lic. No. 402533 February 24, 1989 t Dr. Dave Mennucci 550 Meyers Oroville, CA. 95965 Re: Heat load Calcs for New House.. Dear Dave, Attached are the hed;t load calculations for your new house. Per our conversations of systems and zones, I recommend the following: 1) Bedroom areas: 2'9 tons cooling (30,000 BTU) 40,000 BTU heating'(min. available) 2) Living area: 4 tons cooling (48,000BTU) 80,000 BTU heating (min. available) Thank you, Douglas A. Martens DM/ldh RESIDENTIAL r� • K&AT GAIN & LOSS RAPID ESTIMATE Prepared for _ T)a ve Mennucn i Address 550 M eT r s R t. Oroville, CA. 95965 Estimator Salesman Sheet No. Date 2/23/89 Job No. AIM MISC.000.2.6 DATE 7115179 DESIGN CONDITIONS °F INSULATION HOUSE FACES OVERHAYGPP SHADING COOLING DB 0 5 HEATING DB °F .�O Ceiling R-38 ❑ North LL TT Outside Temp Inside Temp Wall — _ ❑ East Inside Temp 75 Outside Temp Floor — XX South Temp Diff 3G Temp Diff 40 Window Dgb hl e pa e ❑ West TYPE•• FACING MEMO 2 • 3 4 GROSS a > y y�tl�^ L �•� y .::QII -tt� 1 L�t�.3�..-% GLASS DOORS (Tables I and 11) --- 1DOORS (Tables 11 and 111) NET WALLS (Table 1 11) CEILING OR ROOF (Table IV) FLOOR (Table V) • • —t N� ! S+�j'•�>��,�4 ✓'! .'�"! {. h ... 1"i ��i V.uu �� ! 1 Yni.wrt I I ,t��. r.l.,, F�*t. j � �{ .S �T�t tti +�c�_�.._ .�42._ rii.Jc � �Z4! '1T _ y..�.��.�' Total Sensible Heat Load (Add all Btuh) IwF.+W..�:.i+T a FJ� l rte' ♦'14 �.:.% �.� _ - Table Duct at Gain Grand Total Sensible Heat Gain (Line A + B) � �i S � J. �.wJ � ! .'.j."�-i t w..L7 _��'ry.S )t'dy�,�.�a Grand Total Heat Gain (Line C x 1.3) �• ' • • • • 6. K �T �. I-i—i- - . ,li t�,211 Al ©Grand.. .. y /5/7Z6.. S T R U 'C T U R A L C A L C U L A T I O N S F 0 R TYPICAL RESIDENTIAL FOUNDATIONS BRANT NIGHTINGALE / DESIGNS 6346 LANCASTER DRIVE PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC b SIGNED DATE X. FRANK L. TYUKOS,, 32434 biz/- F L T ENGINEERING WILDING MARTMEN1 5790 CLARK ROAD PARADISE, CA 95969 rROV ® (916) 872-0254 CODE 1985 UBC SUPERIMPOSED LOADS: \ MIN. DL .020- x 3 + .010 x 9- .14 k/l FLT ENGINEERING SUBJECT: TYF�ICAL�RESIDENTLAL � FOUNDATIONS 5790 CLARK ROAD ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL ' PARADISE, CA BY: FLT DATE: 11/E6 JOB NO.; 6464�1 (SNOW) + ADD'L HEAVY ROOF DL + ADD'L FLOOR + ` ~ SURCHARGE OF -��f�-�, ' PROJECT: BRANT NIGHTINGALE - / DESIGNS -WEET' '0 634E LANCASTER DRIVE, PARADISE SHEETS 2 & 3 1.G. 51-6" HIGH WALL - SHEETS 4 & 5 1.C. 71-6" HIGH WALL - SHEETS 6 & 7 ' �3 TRACTIOM DETAILS - SHEET S ` MATERIALS:.^- ��' � CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - fit = 2000 PSI @ 28 DAYS, DESISN_CRITERIA� REINFORCING STUD WALLS, FLOOR & RCOF ARE SUPPORTED BY CONC. RETAINING -BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @.TOP BY CONCRETE WELDED WIRE . SLAB OR FLOOR DIAPHRAGM AND AT THE BOTTOM BY FOOTING. ' PRESSURE - 1500 CODE 1985 UBC SUPERIMPOSED LOADS: \ MIN. DL .020- x 3 + .010 x 9- .14 k/l MAX. LL = .020 x 13 +.020 x (13-3) +.050 x 5 . = .71 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL + LL) AND SLIDING,RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF (SNOW) + ADD'L HEAVY ROOF DL + ADD'L FLOOR + LL ~ SURCHARGE OF 2000#. WHEEL LOAD @ APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR - 1.A. 41-0" HIeH WALL - SHEETS 2 & 3 1.G. 51-6" HIGH WALL - SHEETS 4 & 5 1.C. 71-6" HIGH WALL - SHEETS 6 & 7 ' �3 TRACTIOM DETAILS - SHEET S ` MATERIALS:.^- ��' � CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - fit = 2000 PSI @ 28 DAYS, REINFORCING - ASTM A615r eRADE 40r WELDED WIRE MESH ASTM-Al85, 6Y6 7 W1.4 v W1.�� ALLOWABLE 8OIL'BE4RING PRESSURE - 1500 PSF, - ALLOWABLE LATERA! � SRO. PRESSURE - 200 PSF` i / FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLA(=:W ROAD JOB NO. : 6464-1. PARADISE, CA DATE . 11/1986 ( 916) 872-0254 CALCIS BY : FLT SHEET Z j OF X &D SUBJECT: CONCRETE RETAINING •- BEARING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL_ EQUIVALENT -FLUID PRESSURE (PSF) : 3C_) SURCHARGE. (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40, ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP`)' OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : 0.14. 0.71 4 � A�. TOTAL EARTH PRESSURE - Fhr (KIP): o.38 REACTION @ TOP OF WALL - Rt (KIP) : 0.16 REACTION '@ BOTTOM OF WALL `RLQ (KIP): 0.22. HEIGHT OF w SHEAR H6 (FEET): 2.'yS MOMENT - Mw (FT -KIP) : 0.18 AREA REINF. (=2) 9 d' (IN) SIZE_ & SPA (IN) ------------------------------------------------ 0.033 3.75 #4 @ 73.3 MIN. VERTICAL REINF. -- .15 % (IN"2) : MIN. HORIZONTAL REINF-. - .25 % (IN''': ) : DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL:. ,a#4 @ 13 COMBINED STRESSES @ WALL 0.108 0. 1 A 0.11 < 1.0— .. PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE : 11/1986 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OFSOIL (PCF): 100 DENSITY OF C3NCERTE <PCF): . 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 10.80 ' - DEPTH (INCHES): 6.00 DESI8N FOOTING - WIDTH - DEPTH S 6.0(-,) TOTAL GRAVITY LOAD - Pv (KIP): / 1.35 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1350 < 1500 SLIDING ' RESISTANCE -�Fr (KIP): 0.32 > 0.22 SLAB REINFORCEMENT: ------------------- ' "REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 7.81 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS /INCHES): 4 SLAB WIDTH REQUIRED (FEET): 8.93 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INCHES): 8.62. -.''-- FLT ENGINEERIN6 5790 CLARK ROAD PARADISE, ` CA (916) 872n0254 | &J PROJECT : BRANT NIGHTINGALE / DESIGNS ' JOB NO. : 6464-1 DATE : 1�/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ----------------------------------- WALL ________________________________ WALL DESI8N: ____________ 7LT ENGINEERIN 5790 CLARK ROAD PARADISE, CA (916) S72-0254 1 YIELD STRENGTH STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ' GRAVITY LOAD - DEAD LOAD (KIP) ALL CALCULATIONS ARE IN UNITS/LN, FT, GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ' GRAVITY LOAD - DEAD LOAD (KIP) 0.14 ' - LIVE LOAD (KIP)- 0.71 OVERALL HEIGHT OF THE WALL - Hw (FEM: 5.5 OVERALL HEIGHT -OF THE SOIL-- Hr (FEET): ` 6.5 \ THICKNESS OF WALL - T (INCHES): . 6 . COEFFICIENT \ ' . TOTAL EARTH PRESSURE - Fhr (KIP): � 0.63 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL'^- Rb (K7P): � ~ 0.38 .. HEIGHT OF 10' SHEAR - Ho (FEET): 3.08 MOMENT - Mw (FT -KIP): 0.43 ~ AREA REINF. (I N"2) '' 'dl(IN) SIZE & SPA (IN) ! ------------ n --------- ____________________________ . 0.078 3.75 #4 @ 30.7 MIN. VERTICAL REINF.,- .15 % CIN -2): � 0.108 MIN. HORIZONTAL REIN`, - .25% (IN^2): 0.150 ^ DESIGN REINF.'- VE ` - HORIZONTAL #4 13 | COMBINED STRESSES @ WALL 0.22 < 1.0 ' `1 ' . ` . . . ' FLT ENGINEERING. `'PROJECT : BRANT NI6HTINGALE / DESIGNS 5790 CLARK ROAD JOB.NO. �: : 6464-1 PARADISE, CA DATE � 11/1986. — (916) 972-0254 ` i � FOOTING DESIGN: --------------- ' DENSITY OF SOIL (PCF): 100 ' ' ' DENSITY OF CONCERTE (PCF): . 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT —.Fc: 0.35 BEARING PRESSURE REDUCTION (PSF>: 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500. i PRELIM. FOOTING — WIDTH (INCHES): 12.00 ' ' — DEPTH (INCHES): 6.46 ` DESIGN FOOTING — WIDTH (INCH051i 12.00 ` — DEPTH (INCHES) 6.00. . ^ . TOTAL GRAVITY LOAD — Pv (KIP): n 1.50 ` ' INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE—� Q (PSF): . 1500 < 1500 SLIDING RESISTANCE —'Fr (KIP): 0.38��.0.38'— INCREASE JP ' �� ° " A*�� . ' . . ` REINFORCEMENT: SLAB REINFO` ' ' � . ~ 'REINF @ TOP OF WALL IBAR #)f �` 4 . MAX. HORIZONTAL SPAN OF WALL (FEET): 6.18' . DESIGN HORIZONTAL SPAN (FEET): 4 ' SLAB THICKNESS (INCHES): 4 . / SLAB WIDTH REQUIRED DESIGN AREA OF SLAB ALLOW.STRESS -- _ _- ' �� | ` � ,TENSILE ^ LENGTH OF DOWELS (INCHES) 13.77 ` \ I PROJECT : BF::ANT N I GHT.I NGALE /DESIGNS .TUB NO. : 6484-1 DATE : 1 '1 / 1'86 CALMS S BY : FLY SUBJECT; CONCRETE RETAINING — BEARING WALL_ ---------------------------------- WALL DESIGN: FLT ENGINEERING 5790 CLARK ROAD PAI='ADISEq ! CA ( 916) 872-0254 SHEET 6 !OF ALL CALCULATIONS ARE IN UNITS/LN. FT. 13RADE SLOPE RATIO: LEVEL =, SURCHARGE WET): 20c 04t WHEEL LOAD _: _:: Y YIELD STRENGTH REINF. (KSI). 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP) 0.14 — LIVE LOAD" (KIP) 0.71 OVERALL HEIGHT OF THE .WALL — Hw (FEET): 7. 5 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 8.5 TH I i_ KNESS OF WALL —.T A Ni :HES) : 6 ' COEFFICIENT — a 1.46 ' TOTAL EARTH PRESSURE — F her I P:) : 1.08 REAC=TION @ TOP OF WALL — Rt' (KIP):! 0.41 .,REACTION @ BOTTOM OF WALL: — Rb. KIP) : .:0.67. HEIGHT OF, Q 01 , SHEAF' — A (FEET): 2-2 MOMENT — Mw (FT—KIP): ' 1 . 0 AREA REINF. (IN"' ) ,. 9d9 (IN) SIZE & SPA CII\) -------------------------------•--------•----- 0.185 3.75 #4• @ 13 MIN. VERTIi_AL REINS. — .15 % (IN'' 2) : 0.108 � MIN. HORIZONTAL REINF. — .25 % c: IN -2) : 0.180 DESIGN`REINF. — VERTICAL: 4 @ 13 — HORIZONTAL: #4 @ 11 COMBINED STRESSES @ WALL 0.50 50 < 1.0 0 FLT 16NG I NEER I NG PROJECT: BRANT NIGHTINGALE / DESIGNS 5790' CLARK F:OAD JOB NO. : 6464•-1 PARAPI SE; .'C A DATE : 11/1986 ('316 )v 872-0254:1 CALCIS BY : FLT SHEET. 7; OF FOOT•I NG DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): . 150 ALLOW. SOIL BEARLNG Nim PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) : 200 FRICTION C:OEFFICIENT - Fc: o.35 � BEAR I Nim .PRESSURE REDUCTION (PSF) : i NET. ALLOW. BEAF:ING PRESSURE (F'SF) : 1500 PRELIM. FOOTING -WIDTH CINCHES): 13.60 ' -- DEPTH CINCHES): 17.05 DESIGN FOOTING - WIDTH (INCHES): 15.00 -.DEPTH (IM_HES): 8. 00 TOTAL GRAVITY LOAD - Pv (KIP 1.86. INCREASE OF ALLOW. SOIL PRESSURE' C %) : 0.0. ACTUAL SOIL PRESSURE -.0 .0 PSF) : 1485, < 1500 SLIDING .RESISTANCE -'Fr (KIP) : 0.53.< 0.67..- INCREASE ro m "/iw, SLAB REINFORCEMENT: %REINF C TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.8' DESIGN HORIZONTAL SPAN (FEET): 4 SLAB .THICKNESS (INCHES): 4 SLAB WIDTH RECUIRED.(FEET): 23.40 DESIGN AREA OF .SLAB IREINF. C IN-2/LF) : 0.029 ALLOW. TENSILE STI :ESSAF RE I NF . ( KS I) : 30 ' LENGTH A DOWELS (INCHES)': FC T///8G. BY.___,,,,•...... DATE,,„, ,,,,, SUBJECT_/,//�G /�•SIDE/yTI�L SHEET C14KO. BY.... .. OATSG ..-...... .. ... ........._ l.--0eIN0ATI011S.....�=0 ...._...... JOB NO... ...��.��?..!..�/ ,��//S/oN ,3 — 8 7 B�?i4NT iS//6'f�T/•cv�'AL E ��S/GNS. 7- 6g6'f -.3 y o - �'� ,�'c-rte.¢ - /�2J�89 ly¢cG /'.0 - 8L O” � y�¢,�/ES — SFE f'G•4N.S �f �4 •: v Via° M/N. FTzv. AFpTH D kb 44 ° r V qj cv) to lb C q- 4�r� - 7L °opo v • aero `� W � Ntha� N •c.` � � � I O M�4X. � •. �CS5lb` IQ o z' V � oQ�aFESSipNq�F p {� L T f ce o ,s ltd` cz LZa M' - ao�lgIFOF CAS-��V 7/ Z 46/7—r -11 10 k IF L7 12HOHMIEROH(M '41 sQ 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 __�_¢ / $ 6 Ao'o-d 6CL \ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/.N. FT. ` ' . . . ., LEVEL ' SOIL EQUIVALENT.FLUID PRESSURE (PSF): FLT ENGINEERING `:PROJECT : BRANT NIGHTINGALE / DESIGNS 5790iCLARK ROAD ' 'JOB N'. : 776464-3 ' �,� �� '�� _ � PARADISE, CA. � � � 'JE : 5/1987 (916) B7-0254 .CALCIS BY : FLT SHEET 9' -OF ' SUBJECT: CONCRETE RETAINING - BEARING WALL ! / / \ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/.N. FT. ` ' GRADE SLOPE RATIO:' , LEVEL ' SOIL EQUIVALENT.FLUID PRESSURE (PSF): 30' �! SURCHARGE (FEETA 2000# WHEEL LOAD �- - YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DAD -LOAD (KIP) ` 0.14 - LIVE LOAD (KIP) 0.71 OVERALL HEIGHT OF THE WALL - HV(FEET): 8 OVERALL HEIGHT 8F THE\SOIL`.-r (FEET): 9 THICKNESS OF WALL - T (INCHES/.''' 6 . COEFFICIENT - a : 1.46 .. TOTAL EARTH PRESSURE - Fhr (KIP): 1.22 REACTION @ TOP OF WALL - Rt (KIP): 0.46 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.76 ' HEIGHT OF 10' NEAR - Ho (FEET): 4.51 MOMENT -Mw (FT-KIPli' ' 1.22 � ~ AREA REINF. (IN -2) � _ 'd'(IN)� SIZE,.& ___-______________-____�_��` `SIA �(IN) ' 0.222 ' 3.`75 #4 10.8 .@� MIN. VERTICAL REINF. - 115 % (IN^Z): 0.108 . . . . . MIN HORIZONTAL REINF - 25 % (IN^2): 0.180- 180 ` . � ` DESIGN-REINF. DESIGN^REINF. - VERTICAQ #4 @ 10 / - HORIZONTAL: '4 - -- . ' .COMBINED STRESSES @ WALL � � 0.60 < 1.0 ' 8 ` PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 7-6464-3� DATE : 5/1987 CALCIS BY : FLT ' FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA (90) 872-0254 SHE EP0, /0 OF. /0 ` ^ . ~ i ` DENSITY OF SOIL (PCF): . 100 '| _DENSITY OF CONCERTE (PCF): 150 'ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW..L`TERAL BEARING PRESSURE ( SF): 200 FRICTION COEFFICIENT- Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARINGpRESSURE (PSF): 1500 PRELIM. FOOTING _ WIDTH (INCHES): 14.00 ' ! - u�r/� (INCHES): 20 . 97 ' DESIGN FOOTING - WIDTH (INCHES) 15.00 ` \ - DEPT U ' � ' TOTAL GRAVITY.OAD - Pv (KIP): } - INCREASE OF ALLOW. SOIL PRESS*URE (%): 0.0 � ACTUAL SOIL PRESSURE -A (PSF): 1530P�f1500 SLIDING RESISTANCE - Fr (KIP): 0.55< 0.76 --INCREASE x�� v SLAB REINFORCEMENT: ------------------- ' } ' ! ' . REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.57 DESIGN HORIZONTAL SPAN(FEET\: ` � 4 . VAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED DESIGN AREA OF SLAB REINF (IN^2/LF) 0.029. ALLOW.'TENSILE STRESS 30 LENGTH OF DOWELS (INCHES): 25.14 a .y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Menucci House Dat.e........ 05/08/89 Project.Address........ Spanish Bluffs Subd. --------------------- Chico California Documentation Author... Donna Wallace B ing Permit., # Company ................ Wallace -Energy Consulting S•!� Telephone ............:. (916) 893-4982 lan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 --------------------- I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run-Menucci I -------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned.Floor Area...... Building Type.... ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Infiltration Control....... 3429 sf Single Family Detached Front Facing 187 deg (S) 1 2 Raised Floor Standard BUILDING SHELL INSULATION ------------------------- Component Insul Type R -value Location/Comments ------------------------------------------=-------------- Wall R-19 typical Door R-0 entry, garage Floor R-19 typical F1oorExt R-19 closet, m.bedroom S1abEdge R-0 exposed, covered Roof R-38 vaulted, flat Roof R-30 nook Glazing Area # of Orientation -------------- (sf) Panes Window Front ----- (S) ------ 31 ----- 2 Window Right (SE) 100 2 Window Back (NE) 121 2 Window Right (SE) 65 2 Window Left (NW) 134 2 Window Front (SW) 67 2 Door Back (NE) 60 2 Window Left (W) 13 2 Door Back (N) 40 2 Window Back (N) 284 2 Window Right (E) 24 2 Window Front (S) 49 2 'k.D a, AQ C -/L -T/ -FI CSA TQM GLAZING Interior Shading none none none none none none none none none none none none BUTTE COUNTY BUILDING DEPARTMENT APPROVED Exterior Framing Shading Overhang Type -------------- -------- -------- None None None None None None None None None None None None OfNt S PJB A,, L. Vn-1 o'L -tom Fi Ai4c iAi s P8_ c_vzso Yes Yes None None None Yes. None None None None Yes None G4AzJAI (_ # R Metal Metal Metal Metal Metal Metal None Metal None Metal Metal Metal VA -1-u6 F 'CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page.2 CF -1R Project Title.......... Menucci House Date........ 05/08/89 MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM CF -1R User#-MP0995 User -Wallace -Energy Consulting Run-Menucci ------------------------------------------------------------------------------- THERMAL MASS Area Thickness Hard Surfaced/ Type ------------ (sf) ------ (in) --------- Exposed -------------- S1abOnGrade 368 4.0 Yes S1abOnGrade 54.1 4.0 No InteriorHorz 116 1.0 Yes ASSUMED HVAC SYSTEMS Location/Comments ------------------------ tile over slab covered m.bath/bath3/hearths Assumed Duct Duct Assumed System Efficiency Location R -value --------------- ------------ ------------- ------- Gas 0.870 SE Attic R-4.0 Air Conditioner 10.00 SEER Attic R-4.0 ACTUAL HVAC SYSTEMS ------------------- Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) --------------- ----------- -------- --------------------------------- Heating Cooling Cooling Coil CEC Maximum Output for Gas Central Furnaces: 188919 Btuh WATER HEATING SYSTEMS -7 ------------------- Tank Capacity Manufacturer and Model # Energy System Type (gal) (or approved equal) Credits ---------------------------------------=-------------------------------- Meets CEC Minimum None SPECIAL FEATURES/REMARKS ------------------------ See schematic floor plan for orientations of walls / windows / doors / and roofs. Revisions 04/03/89: Master Bedroom NE Wall - changed Low -E window to wood doors with regular dual -pane glass. Ground Floor Bedroom NE Wall - changed Low -E window to regular dual -pane glass. Dining Room N Wall - changed Low -E window to wood doors with 'regular dual -pane glass. Nook Area NE Wall - changed Low -E window to wood door with regular dual -pane glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Menucci House Date........ 05/08/89 I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run-Menucci I SPECIAL FEATURES/REMARKS ------------------------- Revisions 05/08/89: Changed Low -E glass to special Viking glass with 3/4 in. air space and Argon gas. See attached manufacturers literature for U-Value.of Argon glass. COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Company. Address. Phone... License. Signed (date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Wallace Energy Consulting Address. 399 E. 9th Avenue Chico, California 95926 Phone... (916) 893-4982 Signed 04r)M L_ 9((a_9&e _ 5/6/89 (date) OWNER Name.... David Menucci Company. Address. 1550 Myers Oroville CA 95965 Phone... (916) 533-6604 Signed (date) Name.... Title... Agency.. Phone... Signed _ ENFORCEMENT AGENCY (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Menucci House Date........ 05/08/89 Project Address........ Spanish Bluffs Subd. --------------------- Chico California Documentation Author... Donna Wallace Building Permit # Company................ Wallace Energy Consulting Telephone ............... (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. I Field Check/ Date Climate Zone........... 11 --------------------- ------------------------ MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run-Menucci ------------------------------------------------------------------------------- MICROPAS3 ENERGY USE SUMMARY = ------------- Energy Use _ (kBtu/sf-yr) _ ----------------------- Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard. Proposed Compliance = Design ---------- Design ---------- Margin = ---------- 32.38 23.34 9.04 = 18.47 26.53 -8.06 = 5.95 5.95 0.00 = 56.80 55.82 0.98 = _ *** Building complies GENERAL INFORMATION Conditioned Floor Area..... 3429 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 187 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 39434 cf Footprint Area ............. 2833 sf Slab -On -Grade Area......... 909 sf Glazing Percentage......... 28.8 % of FA Average Ceiling Height..... 11.5 ft Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area itioned (sf) (cf) Units Type (ft) (sf) ------------------------- ----------------- ------ --------- Yes 3429 39434 1.00 Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Menucci House Date......... 05/08/89 I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM C-2R -----------User#_MP0995 User -Wallace Energy Consulting Run-Menucci OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE ------------- ------------ 1 Wall 64 0.065 R-19 187 90 Yes typical 2 Door 48 0.330 R-0 187 90 Yes entry 3 Wall 128 0.065 R-19 142 90 Yes 4 Wall 66 0.065 R-19 52 90 Yes. 5 Wall 105 0.065 R-19 142 90 'Yes 6 Wall 30 0.065 R-19 142 90 No 7 Wall 43 0.065 R-19 232 90 No 8 Wall 25 0.065 R-19 322 90 No 9 Wall 122 0.065 R-19 232 90 No 10 Door 20 0.330 R-0 232 90 No garage 11 Wall 49 0.065 R-19 322 90 Yes 12 Wall 245 0.065 R-19 232 90 Yes 13 Wall 255 0.065 R-19 232 90 Yes 14 Wall 318 0.065 R-19 322 90 Yes 15 Wall 298 0.065 R-19 52 90 Yes 16 Wall 109 0.065 R-19 322 90 Yes 17 Wall 30 0.065 R-19 232 90 Yes 18 Wall 32 0.065 R-19 277 90 Yes 19 Wall 37 0.065 R-19 322 90 Yes 20 Wall 29 0.065 R-19 7 90 Yes 21 Wall 94 0.065 R-19 277 90 Yes 22 Wall 291. O.Q65 R-19 7 90 Yes 23 Wall 121 0.065 R-19 97 90 Yes 24 Wall 51 0.065 R-19 142 90 Yes 25 Wall 84 0.065 R-19 52 90 Yes. 26 Wall 42 0.065 R-19 142 90 Yes 27 Wall 60 0.065 R-19 97 90 Yes 28 Wall 317 0.065 R-19 187 90 Yes 29 Wall 46 0.065 R-19 277 90 Yes 30 Floor 1851 0.037 R-19 0 0 No typical 31 F1oorExt 11 0.049 R-19 0 0 No closet 32 F1oorExt 62 0.049 R-19 0 0 No m.bedroom 35 Roof 720 0.030 R-38 277 23 Yes vaulted 36 Roof 711 0.030 R-38 97 23 Yes vaulted 37 Roof 384 0.02,9 R-38 232 23 Yes vaulted 38 Roof 274 0.029 R-38 52 23 Yes vaulted 39 Roof 28 0.035 R-30 97 23 Yes nook 40 Roof 716 0.029 R-38 0 0 Yes flat 'COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Menucci House. Date........ 05/08/89 I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM C-2R ------User#_MP0995 User -Wallace Energy -Consulting Run-Menucci I ----- ----------------------------------------------------- -- OVERHANGS Area Window Overhang Overhang PERIMETER LOSSES (sf) ------ Height ------ Length -------- Height -------- HOUSE Length ---------------- F2 Insul 15 3.1 5.0 1.0 2 Window 16 Surface. 3.5 (ft) Factor R-val Location/Comments 7.0 3.0 1.3 HOUSE 34 5.0 1.5 1.3 8 Window 33 5.0 2.0 0.5 18 Window 33 SlabEdge 2.5 45 0.900 R-0 exposed 34 S1abEdge 49 0.720 R-0 covered GLAZING ---------------- SURFACES- SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface ----------- (sf) Panes ----- ----- Type -------- Type ------ value ----- Azmth Tilt ----- Only Type Shade HOUSE ---- ----- ---------- ----- 1 Window 15 2 Metal Slider 0.59 187 90 0.77 none 0.77 2 Window 16 2 Metal Slider 0.59 187 90 0.77 none 0.77 3 Window 100 2 Metal Slider 0.59 142 90 0.77 none 0.77 4 Window 10 2 Metal Slider 0.59 52 90 0.77 none 0.77 5 Window 35 2 Metal Slider 0.59 142 90 0.77 none 0.77 6 Window 12 2 Metal Slider 0.59 322 90 0.77 none 0.77 7 Window .34 2 Metal Slider 0.59 232 90 0.77 none 0.77 8 Window 33 2 Metal Slider 0.59 232 90 0.77 none 0.77 9 Window 78 2 Metal Slider 0.59 322 90 0.77 none 0.77 10 Window 40 2 Metal Slider 0.59 52 90 0.77 none 0.77 11 Door 40 2 None Hinged 0.65 52 90 0.67 none 0.67 12 Window 40 2 Metal Slider 0.65 52 90 0.77 none 0.77 13 Window 19 2 Metal Slider 0.59 322 90 0.77 none 0.77 14 Window 13 2 Metal Slider 0.59 277 90 0.77 none 0.77 15 Window 25 2 Metal Slider 0.59 322 90 0.77 none 0.77 16 Door 40 2 None Hinged 0.65 7 90 0.67 none 0.67 17 Window 284 2 Metal Slider 0.59 7 90 0.77 none 0.77 18 Window 24 2 Metal Slider 0.59 97 90 0.77 none 0.77 19 Window 31 2 Metal Slider 0.59 52 90 0.77 none 0.77 20 Door 20 2 None Hinged 0.65 52 90 0.67 none 0.67 21 Window 30 2 Metal Slider 0.59 142 90 0.77 none 0.77 22 Window 49 2 Metal Slider 0.59 187 90 0.77 none 0.77 OVERHANGS Area Window Overhang Overhang Surface ----------- (sf) ------ Height ------ Length -------- Height -------- HOUSE 1 Window 15 3.1 5.0 1.0 2 Window 16 8.0 3.5 0.8 3 Window 100. 7.0 3.0 1.3 7 Window 34 5.0 1.5 1.3 8 Window 33 5.0 2.0 0.5 18 Window 24 5.0 2.5 2.3 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Menucci House. Date........ 05/08/89 - - -- ----- --------------------------------- I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -FORM C-2R User#_MP0995 User -Wallace Energy Consulting Run-Menucci ----------- I -------------------------------------------------------- Area Thick Mass Type (sf) (in) HOUSE 1 SlabOnGrade 368 4.0 2 S1abOnGrade 541 4.0 3 InteriorHorz 116 1.0 THERMAL MASS ------------ Heat Conduct— Surface Cap ivity R -value Location/Comments ------------------------ 28.0 0.98 R-0.0 tile over'slab 28.0 0.98 R-2.0 covered 24.0 0.67 R-0.0 m.bath/bath3/hearths HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency ----------------------------- Location ------------- R -value ------- Efficiency HOUSE ---------- Gas 0.870 SE Attic R-4.0 0.877 Air Conditioner 10.00 SEER Attic R-4.0 0.866 WATER HEATING SYSTEMS --------------------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ See schematic floor plan for orientations of walls / windows / doors / and roofs. Revisions 04/03/89: Master Bedroom NE Wall - changed Low -E window to wood doors with regular dual -pane glass. Ground Floor Bedroom NE Wall - changed Low -E window to regular dual -pane glass. Dining Room N Wall - changed Low -E window to wood doors with regular dual -pane glass. Nook Area NE Wall - changed Low -E window to wood door with regular dual -pane glass. Revisions 05/08/89: Changed Low -E glass to special Viking glass with 3/4 in. air space and Argon gas. See attached manufacturers literature for U -Value of Argon glass. HVAC SIZING Page1 HVAC Project Title.......... Menucci House Date........ 05/08/89 Project Addr.ess........ Spanish Bluffs Subd.---=----------------- Chico California Documentation Author... Donna Wallace Building Permit # Company ................ Wallace Energy Consulting Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. I Field Check/ Date Climate Zone........... 11 ____________________ I MICROPAS3 v3.01 File-MENUCCI3 Weather-CTZ11 Program -HVAC SIZING User#-MP0995 User -Wallace Energy Consulting Run-Menucci I -------------------------------------------------------------------------- ---- GENERAL INFORMATION ------------------- Floor Area ................. 3429 sf Volume ..................... 39434 cf Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used ............... Yes Latent Load -Fraction ....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) Opaque Conduction and Solar...... 19563 ----------- 8520 Glazing Conduction ............... 25427 14192 Glazing Solar .................... n/a 27700 Infiltration ..................... 24936 8194 Internal Gain .................... n/a 2325 Ducts ............................ 6993 6093 Sensible Load .................... 76919 67023 Latent Load ...................... n/a 13405 ----------- Total Load 76919 ----------- 80428 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only: 76919 + 100.0 x (0.87 - 0.71) x 7000 = 188919 Btuh &A.90, VNH NOUS1 RIESINt P.O. SOX 20518 PORTLAND, OREGON 92220 . PMONE (503) 66'•6030 J L) SERIES 3000 THERMAL PERFORMANCE "U" VALUE USING 5/8 0s INSULATED PRS — _ CLASS M3100 .65 M3300 .65 M5600 .65 M3800 M7500 .65 .59 T.B.,.(1" OA) 12/9/88. "U" VALUE USINC 3/4 OA INSULATED CLASS AND ARGON GAS .59 .S9 .59 .59 .44 T.E. 6 Low E (1" O.A.) THE ABOVE "U" VALUES ARE BASED UPON TESTS USING A.A.M.A. 1g83.i 1980 TtgTTRC CRYTERYA. FTELD RM MAY VARY BASED UPON SIZES INSTALLATION AND WEATHER CONIDITIONS. DONNA. K . WALT.ACE 399 6. 9th Avenue Chico, California 95926 (916) 893-4982 May 8, 1989 David Menucci c/o 1550 Myers Oroville, California 95965 Re: Menucci House Files #2 and #3 Spanish Bluffs Subdivision Energy Forms Dear Mr. Menucci, k Enclosed please find two sets of revised Energy Compliance Forms for your project listed above. You now have two different designs for achieving compliance: File Menucci2, dated 4/3/89, includes Low -E glass and a 9.5 SEER air conditioner. File Menucci3, dated 5/8/89, includes Argon gas, 3/4" air space glass and a 10.0 SEER air conditioner. Each set of forms.should contain the following: CF71R, C -2R, MF -1, HVAC Sizing, Schematic Floor Plan and photocopy of the Glass Manufacturer's U -Value. Your signature is required.on page 3 of Form CF -1R of each set. Please submit photocopies to the Building Department and save the original sets for your copies. Feel free to contact me at the above phone number if you have any questions. Sincerely, Donna Wallace o � � � c.a► iR T Z N O 0 c- � 23�0>> 0 n � n N � 0 � � Z O � � O Z Sl..l Z3Z° c� N N rI' N � 0 2 ), o J 0 o 00\ D 0, .1 Z ►�! E 5 Z ° c.a► N N 0 Sly! 'Iv 23�0>> 0 NZ N � 0 c 0 -iN mF"A, IN I -M V�-d re -TT -o TFM R -V - �R7 I -A 4--1 64' 7d. :t�i —Lax W.op V Ay wj -iN mF"A, IN I -M V�-d re -TT -o TFM R -V - �R7 4--1 64' r 3 ��-� a�`��+ 'ku s { ��r Vit•` ifn' � v +'Sr? i�ry x�. '' 'ra�ti�"i�.->'�.33. #8c�. '• k 'g.�`-. - �'r1;,...�, a •��>t aft��. si.o -`� y^+ �. ,JL;s�,�Y�'� ��h M'°zi .sr`}� r 1 Q". z�'Ltiv. L'l �ti� k ,q.� r t - i l• �.�,' piis� � !4 ;,ui`�: :t ` + ... i 4 ✓ �� _o SL'1a•{ 1; `rte+ ."„r -£R r h' ..rY �N � 9 'tt'::•- ��;,,�° '3wL.i"i' `F�" �" oY � �•�� ".. yy°' fP .a 4t �' } iTd r:{• � .yy h 111 �� _y6,Hi=•:�h i?..,a;3. 7PKi M '' aFr. �',". fty' <s F `f I T z 3• Comfort -ETM glass is transparent, Aesthetically 3. right for any architectural application. Pleasing -Right 9t Far Although the coating is transparent, it can easily be identified during the Any Architecture manufacturing process with an ohmeter. The Comfort-ETMrol tic Comfort -ETM, is an energy-saving py y coating is electrically conductive and l"f''• �- glass, that appeals to homeowners as a result the ohmeter will register I* n because it does not look like com- ori the coated side: mercially tinted or reflective glass. Comfort -E7" ,the right product for �;�:. In addition, the transparent coating any home style and for year-round provides an attractive view of the exterior for the full enjoyment energy savings. of landscaping and surroundings. It j' I - {.ii- Y 'F �.` .x- " is r �• �a .. � - `4� � -. •. F} K' rr1W' ��5 � L - - Loylr.Em _ s iaiv Glass :iroduct,S ei:ifica ono y . �: + _t Glass %Transmittance Airspace Winter Summer Shading Relative Glass Thickness Visible Solar Thickness LI -Value U -Value Coefficient Heat Gain MONOLITHIC Comfort -ETM Single 86 77 - .87 .75 .92 195 1/8" 85 76 - .87 .75 .92 195 3/16" 84 72 - .87 .76 .88 187 DUALGLAZED Single 78 68 1/4" .50 .54 .86 180 Single 78 68 1/2" .40 .44 .87 180 Comfort -ETM 1/8" 77 66 1/4" .50 .55 .85 178 With Clear 1/8" 77 66 1/2" .40 .44 .85 176 3/16" 76 60 1/4" .50 .55 .80 168 3/16" 76 60 1/2" .40 .45 .81 168 Comfort -ETM Single 63 55 1/4" .50 .55 .73 154 With Bronze Single 63 55 1/2" .40 .44 .73 152 1/8' 59 51 1/4' .50 .56 .69 146 1/8- 59 51 1/2' .40 .45 .69 144 3/16" 50 40 1/4" .50 .56 .59 126 3/1.6" 50 40 1/2" .40 .45 .59 124 Comfort -ETM 1/8" 53 49 1/4" .50 .56 .68 144 With Grey 1/8" 53 49 1/2" .40 .45 .68 144 3/16" 42 40 1/4' .50 .56 .59 125 3/16" 42 40 1/2" .40 .45 .58 123 Comfort -ETM 1/8" 31 41 1/4" .50 .56 .59 119 With Low T 1/8, 31 41 1/2' .40 .45 .58 119 Gray 70RM WINDRV - : "moo^>'E tostn Ib ySt�ortnlfKin-,mow zN ti �� ce. u Single Single Glazed 1 " .42 Single Double Glazed 1 " .27 Reduces Condensation The reheating of the glass reduces condensation. The chart below shows temperatures at which con- densation can occur for both Com- fort -ETM -and other types of glazing, Condensation Can Occur At . Condensation On Insulating Glass Condensation On - - Comfort -ETM Condensation On ,y., Monolithic Glass COmfon•ETM - - insulating Glass Condensation On Monolithic Glass (Interior relative humidity of 60%, 70 ° F. exterior wind of 15 mph, all airspaces 1/2 " . ) For warranty information contact your AFG sales representative. +r AFG INDUSTRIES, INC. "AMERICA'S FINEST GLASS PRODUCTS" P.O. BOX 929 KINGSPORT. TN 37662 (615) 229-7200 Comfort -ETM and The Transparent lnsuiation'� are registered trademarks of AFG industries, Inc. 1087-50000 LA O 0 40 oc a P a� J� J M q L G 1► 6— A �—. 11.J81 00 SHEETS S SOUARE . �® �2.J81 100 SHEETS S SQUARE J80 100 SHEETS S SOUARE Al P- \\ vs O 0 40 - a P Al P- \\ vs 0 - a P M q L � J i i wj : 60-01 0010vto 33.3 e n � s.15'� C) L f S l�Z •2 FOSi I ``51 s /4 ?4 Qa�F ss 578 wt m W IVIL PF OF CA" I� l 660\ z v�� S- C-vJ M 4 1 ' Ap Ove, Q j q-- 4 1 �-�,1- SVS w ScoT1t C --NO GIVlkAi 3 ��;: 2X1 a� r xxx 000 •+oo - .. Ak—A �Z �0 0 LUAJ ie m �q ClyI �► TF OF C PAA t17 oao s k- �-I b4 kcL tss9� Qom co 578 zc c `P4 CIVIL jF (�GciLOcC16 persn2 SA v,= �03S L SSL` 1, ( Yca- ID --k LOI 5x� @ Vj) u ws 6 IS 5b .r •r..t1 91M►u ► � � 1�i SL9 \0V �� e�4�1 saQ coo 000 Mu.C� Noct S C-, 0 924 Z4ft Pops D z 2 c 2 ssio o tea, 4578 CIVIL (L, qrF FOS` n� Cp�,� os VE SSI 0 y o. 578 m CIVIL OF C A'0T Ai. ' �'� � ��► % = �2�5� '`�o 16 4AV, �w 5� WA 66 ' «T�o Axl, Qo-'T 0f C. «i 060 iSZ 000 noo i 3 44(o n� -A , i ('7)10Q 05!', J3/4, x Ili 5�' 6L F -l= P� —D A)�iV7 5 vsGFEss o* °1 A`F �as�s 5-9 1) a --P �vc� pasi S� lw� s ati Gc,°I 5� .. LU z � CL G e 4578 ILP OF C pL�F �Z,o' 10. LL ; 3� Z i �Sq3 l�SOP- �oo i 1►�c, la _ Z4 e � �. 0 Z 4578 ct F OF CA dpp 4 ( Y.6 Pon LUMSER SPECIFICATIONS :t I Top :Mord 2x 6 #2'DF-L Bot Chord 2x 6 #1 OF -L Web Mem. 2x 4 STANDARD HEM -FIR WEU 4 2x 8 #2 DF -L �i z TG e nuGG I Top Chord Bottom Chord Webs�--�-^•- T i= -5927 B i= 5465 W i = -476 W 2 = 796 Standard Uni-foam:Loadingg (PSF) T 2= -5441 B 2=. 4548 W 3 = -1027 W 4 = 3051 TCLL = 16.0; �TCOL - 14.0:*BCDL m 12.0; T 3= -3838 B 3= 4548 W 5 = -1027 W 6 = 796 Increase - 1.250 T 4= -3838 B 4= 5465 W 7 = -476 T 6- -592; Q�tOFESSlO�yq BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE AMOUNT LBS 81 3.50 In. 1.79 In. 1680 OL 3.50 In. 1.79 In. 1680 ALL BEARING WIDTHS ARE MINIMUM. 1/4 PANEL POINT SPLICES ARE LOCATED 12in. +- FROM EITHER TC OR BC 1/4 PANEL POINTS. PROVISIONS MUST BE MADE BY OTHERS IN THE WALL DESIGN FOR THE HORIZONTAL THRUST. I 6.40°- XDA %NSF CIVIL lglf Of CAUFO��\P 7-6-15 6-4-6 6-0-12 6-0-12 0 6-4-6 7-6-15 to co PL=TE CODESPACING DATE R-5000 UBC 24.0.0" O.C. 4/26/69• IA TrusPlus 'Design �DNGo FILE# . B-33334 LAS PLU IAS (#1222) / TWCALF #1 9-4-12 10=7-4 10-7-4 9-4-12 ®Ati® L%, 6M., =EMS TRUSWAL SYSTEMS CORPORATION Ica I IiKE Ty__I AND 6.40" To I3 . 77, A LUMBER SPECIFICATIONS Top Chord Bottom Chord . Webs Iop Chord 2x 6 #2 HEM -FIR T 1= -3035 B 1= 2798 W 1 = 132 W 2 = -839 Standard Un.i.f_orm Loading (PSF) T 2= -2098 8 2= 2798 W 3 = 1567 W 4 = -839 TCLL = 16.0; tTCOL_--14.:.Q;� BCOL = 12.0; Bot Chord 2x 4 #2 HEM -FIR T 3= -2098 B 3= 2798 W 5 = 132 Increase = 1.250 T 4= -3035 8 4= 2798 Web Mem. 2x 4 STANDARD -HEM -FIR r, ' BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE AMOUNT LBS 81 3.50 In. 1.52 In. 924 8L 3.50 In. 1.52 In. 924 ALL BEARING WIDTHS ARE MINIMUM. PROVISIONS MUST BE MADE BY OTHERS IN THE WALL DESIGN FOR THE HORIZONTAL THRUST. 6.40"- cam_.C) Y-?, Q C I �� QROfDA ESS/pyq� 2 7 � S CIVIL F 5-1-15 OF CAO . 5-l0-1 5-1-15 5-10-1 a 0 ITT 0 5-3-11 5-8-5 5-8-5 5-3-11 - 6.40" AIN THAT IMt LUAUS UTILIZED ON THIS DESIGN MEET OR E%CEEO AND THE LIVE LOADS IMPOSED BY THF. LOCAL BUILDING CODE BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. .VERIFY RPLATES SHOWN ARE TRUSMAL 16. 18. OR 20 GAGE. AS SPF.CIFI Y CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND PECIFICALLY DESIGNATED ARE TO BE EQUALLY DIVIDED. olh� DENC ]RED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS ORAWI INUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STATE:): W11 E BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NOT ExCEES MED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPOIIARY ERECT T TOPPLING AND OOMINOING'. REFER TO BRACING MOOD TRUSS E CONFUSION MAY E%IST CONCERNING PROPER FIELD ERECII ANTILEVERS. AND THE CHORDS CF THE TRUSS 10 PREVENT IMPAC N ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF ATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSW PLATE CODE SPACING DATE ITIS R-5000 UBC 24.00" O.C. 4/26/89 TRXYSVM M&MAMA SM Ji�71LirL7 EMS TRUSWAL SYSTEMS CORPORATION ACTUA HISTO DI MEN FABRI TRUSW SPECI THIS NO RI 10'-0 BRACE COMMS CLEAR INSTA WOOD JUDIC A TrusPlus Design OWGO B -33334A FILE, LAS PLUMAS (#1222) / TWCALF #1 - 6.40" AIN THAT IMt LUAUS UTILIZED ON THIS DESIGN MEET OR E%CEEO AND THE LIVE LOADS IMPOSED BY THF. LOCAL BUILDING CODE BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. .VERIFY RPLATES SHOWN ARE TRUSMAL 16. 18. OR 20 GAGE. AS SPF.CIFI Y CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND PECIFICALLY DESIGNATED ARE TO BE EQUALLY DIVIDED. olh� DENC ]RED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS ORAWI INUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STATE:): W11 E BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NOT ExCEES MED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPOIIARY ERECT T TOPPLING AND OOMINOING'. REFER TO BRACING MOOD TRUSS E CONFUSION MAY E%IST CONCERNING PROPER FIELD ERECII ANTILEVERS. AND THE CHORDS CF THE TRUSS 10 PREVENT IMPAC N ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF ATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSW LUMBER SPECIFICATIONS Top Chord Bottom Chord Webs .Top Chord 2x 6 #2 DF -L T 1= -2484 B 1= 2406 W 1- 98 W 2 = -1472 Standard Uniform Loading (PSF) T 2= -1021 6 2= 2406 W 3 = 208 W 4 - 1026 TCLL = 20.0; j(TCDI_f�14-0;) BCOL = 10.0; Bot Chord 2x 4 #2 HEM -FIR T 3= -1106 8 3= -0 W 5 = -986 +f5.0 PSF Reduct9-on in Bottom Chord Increase = 1.250 Web Mem. 2x 4 STANDARD HEM -FIR �o QR0FESS/0* BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE AMOUNT LBS �� I)A �. B1 3.50 In. 1.67 In. 1014 �. BL 3.50 In. 1.67 In. 1014 1 BRACING MEMBERS SHOWN BY�ATTACHEO L , 1x4 CONTINUOUS LATERAL BWITH TWO..(?)-8d-NAILS..,✓ALL BEARING WIDTHS ARE MINIMUM. CIVIL +/4FROMPANEL EITHERPOINT TCSPLICES LOCATED BC 1/4 PANEL POINTS. l�lF OF CALIF��\Q 10-1-10 6-6-0 MIN 9-4-6 n a Io 12 4- 5. 93" - '9-4-6 5.93"- -26.65" '9-4-6 9—i1-14 6-7-12 I I PLATE CODE SPACING DATE " t IT`IS`THE'RESPONSI BILITY OF OTHERS TO ASCER7 AIN THAT THE LOADS UTIL12E0 ON THIS DESIGN MFE1 OR EXCEED THE R-5000 UBC 24.00" O . C . 4I26I B9 ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE ANO THE LIVE LOADS IMPOSED BY THF. LOCAL BUILDING CODE. OR _ HISTORICAL CLIMATIC RECORDS. NO RESPONSIB IL IiY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY AL1. DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN AHE TRUSWAL 16. IB. ON 20 GAGE AS I'FCIF IE D. ® ® FABRICATION SHALL COMPLY WITH TME 'QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INST17UIL (IVII AND TNI. TRUSWAL RU OM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EQUALLY DIVIDED. .&, DENOTES A T r u s P 1 u s D e s i n SPECIAL CUTTING. ONLY LATERAL BRACING REOUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING. DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STATED. g ®®®W ®W ��}A�+f/�(� •7 i rli iAi�L7 NTHISO TERVAL EXCEEDING NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD, 11 SMALL BE BRACED AT INTERVALS N01 EERECT INN 10'-0'. PERSONS ERECTING TRUSSES ARE PREVENTCAUTIONEDT TO SEEK PROF'DOMINAL G-. ADVICE FER TOI HG TEMPORARY TRUSSES+. BRACING MH]CH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND OOMINOING REFER TO BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS' I7PI1: WHERE CONFUSION MA'1 EXIST CONCERNING PROPER FIFLO ERECTION. DWG/ FIIE# TRUSWAL SYSTEMS CORPORATION CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS CF THE TRUSS 10 PNFVENI IMPROvfR 9 B — 3 3 3 3 SWOOD INSTALLATION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT MILL CAUSE THE MOISTURF CONTENT OF 7HF TO EXCEED 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS bF.ST DETERMINED B. JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE. OF RF.SPONSIBILI IY OF IRUSWAL LA 5L MA #1222 TWCALF #1 Fir may be substituted where TOP CHORD ' 17 4" 20' 1" 19' BOTTOtA CHO. 214 4 55 7" S2' 1" 7A' 0" ?7' 7" 3n' WEB MEMBERS 12.4 STANDARD OR STUD GRADE HEM -FIA. 02 HEM -FIR OR AS NOTED ON DESIGN rY4 SIANnARO (18 ST'II) GW4OF nFF PANEL POINT SPLICE (T2) )'L-M-FIW_FLIk,-.0.1."�•� 1; 41F. -4-S �yh 144,0)(4,5,744 TO 36' 8" NOT REO'D FOR SPAN • 2)(4 P2.4X4,5,T2,5/4 TO 24' h" PANFL POINT SPLICE (TJ3) 01h R5.6%h.n,T'5h To 36' 8" 2x6 R4,RXh.0,T56 TO 3n' 0" ?Y4 R4.8Xb.0,TS4 In 24' 6" R-1.6x3,T-3/1.5 PANEL POINT SPLICE (TJ2) 2X6 114.8X6.0,T56 TO 36' 8" Nn S P L I C F TJ4 R3.2)(7.5,T46 In 3b' 8" 3.00. R4.OX4.5,T36 TO 30' 0" 2X4 R4.8%6.0,T54 TO 24' 64 12 62.416.0,T2.5/6.TO 20' ON T "C" (SPL.) NO SPLICE. J R2.4)(7.5,T36 TO 36' R" ?� TJ3 R3.2X4.S,T2.5/6 TO 30' 0" R2.4X6.0.T2.5/b TO 24' 0• $PAN TO'Sb 8 'gPACEO 24.0" O.C: 3..O3.1.2-t?_ITCN-_3/3-CONFIGURATI01' LLtDL_ON ROOF_c 39._0 P3F�li OL ON CEILING = 10.0 PSF • TOTAL DFSTGN LOAD. a 45.0 PSF It It 5 PSF CEILING REDUCTION T.AXEN, AXIAL STRESS ONLY LOAD DURATION INCRFASE a 1.15 DIMENSION "C" SPAN Z 2x4 2x8 . .OENER4110TG:IVWS W-0 vNeinaq"- •... -.: ., nn FM'P' 3.5" 48'8"Z6010" 5.5" 4.5" 1. w.ufo r t e eN.- .epa-Ony d er r.w•ctlw ow -woe: r " 83.2X9.0 TO 36' 8• .R3 SPRUCE -PINE -FIR ,2X105 TO 36' R• • s u aero. lrep. ref 1>.�.. b r•r,l i. -EMM a a.:qw and pow t>a.,.. ' S• O*lr awme -dry mnalnn' d tr in r'ppOnoeiv, •rwirrv,wr. .' R4.8X7.5,T56 TO 30' ON . 2• TO .32' 7' W4*2 L o..' ....".. 6.rw°n°.'�iioPo Si:'"INwww& R4.8X6.0,T56 TO 24' 0" 2:AX7.S;'-T-0;20.3• R2.4X6.0 TO 22!104''R2,4X9.0 Iwbl?10 b.Iw.rl aprvfl��., ::.'1.t7. Af.W,le 6eu'pe Y ww,W,.R' �oeyC► :94 "61ao' her NO SPLICE. • 1..1 ovwM.ea ss YwY beaq wew• Ywn• - . R2.4X4.5 TO 174' S•'• R2;4X7.S TO 20'10' S& l� Web mr tleaw0 s n.r.1.d .lw�shu.n.•• $PAN TO'Sb 8 'gPACEO 24.0" O.C: 3..O3.1.2-t?_ITCN-_3/3-CONFIGURATI01' LLtDL_ON ROOF_c 39._0 P3F�li OL ON CEILING = 10.0 PSF • TOTAL DFSTGN LOAD. a 45.0 PSF It It 5 PSF CEILING REDUCTION T.AXEN, AXIAL STRESS ONLY LOAD DURATION INCRFASE a 1.15 DIMENSION "C" SPAN Z 2x4 2x8 Z42'0" 3.25" 5.25" 4210"Z4818" 3:25" 3.5" 48'8"Z6010" 5.5" 4.5" .6010"0010" 3.5" 5.0" 4AXTMU4 TRUSS MF"4ER FORCE'S - REACTIONa.1441• i T 1 3707 8 1 3596 W'".1 76 % 3 605 T 2 -1865' B 2 3596 W'2 -1853 W 4 •2055. T-3 -0 6 3 1808 W 5 •e,401 iip�� . / 4111 . . "IIy;' i „r r1 (') vTS' Ty TJ2 (SP1.) V3 q MATCH T.0 12 V15_ 3 //�e�t♦;�\� porcts4� B3 s2 7070 3 ++•' BJ3 EU2 pS'' R2.4X9.0,T2.5/8 TO 36' 8" SPAN TO 36' R2.4)(7.5,736. TO 30' R?.4X6.0,72.5/6 TO 24' 0" PANEL POINT SPLICE n" R4.8X9.O,T58 TO 36' (RJ3)- 8• 83.2X9.0 TO 36' 8• .R3 SPRUCE -PINE -FIR ,2X105 TO 36' R• �r aluldy�• R4.8X7.5,T56 TO 30' ON R2 4X9.0 TO 33' 36 'R3.2X9.0 TO .32' 7' R4.8X6.0,T56 TO 24' 0" 2:AX7.S;'-T-0;20.3• R2.4X6.0 TO 22!104''R2,4X9.0 R3..2x7_:.S�L0�2:7!"5' TO ;4!76' �oeyC► :94 "61ao' her NO SPLICE. R2.4X4.5 TO 174' S•'• R2;4X7.S TO 20'10' R3.2)(6.0,T36 82.4X7.5.7?.5/6 TO TO 36' 8• 30! 0" DOUG -FIR SPRUCE-PINE-FTR ... , AWESR •,,, �1' p2.4X6.0,T2.5/5 TO 24' 0• T310 TO 36' 6"i .-MO 70' 36' 8• .. OE : r+w•..: T3_8 TO 31'_ 7j. CY3e. (8J2) T2y-S'/-13 L0=26�-6!' T2.5/8 TO 24' 8• RO-.BX3.O,T31 TO 36' 8• TZ.5/6 TO -20' 30 T2.5/6 TO 18'10• Symmetrical OFF FANEL POINT SPLICE (P2) T2.5/4 TO 13'11'•`: T2.5/4 TO'.13'- 0• Re;OX7.5,747 10 3h 8 Ccntorline ut R•3.2)(7.5,1`06 TO 30' ON R 3. T T 0' FILE NO.: TRUSWAL CONNECTORS 1 U peer,- WaNy 20 er4 18 9e. 11 VNRHzbd .heel ale.l errf r• 6s&9.sehW •s ialowa: 010175 WDICATt ARe OF /LATE a INCNEe,' r.: -36-3.17- 45" (201 3/3 Mil 20 fn0ut.0 by plarfix ):et"hp..4IM.Ar•e.4I"bn0. TWl we pund-i 6w pr Mato al .lo••t.xs••ae lbM. win N». LUYBER:61W admiN"vlm Weft a apeeie uacted. (004s it may - DATE: 8.5000 (indicated by W.es'R): 10 tooth pr 3p.K..10"s.32" WV. Teeth - pu"ched Iwo pr hole at .26•'&76•' as Hales r. N aru.. be WbeaW1W .'wo H -F. Y speeAeG.) 1 / 9 / R 0 SIP f RNaPleN lilts t d by ,,A. lV ): I, , ,p.a.r R•spoo ooe.aplae .a .vey fire rw d wall oro Aria orl:n.d. 11rwR, rot Msfialea le e4.IorA m.f. AN paws w 201- 00.4 20A �9 $� REF.: S-15-78 DES. BY: JX CX. BY:* POSITION&NO;PW's"belo t.donbuhl.u,dwueMplwWwpeircaienne,00irci0•."npiNuneAneWwWwMwroled. 1Fabasic design v"&WI.C.&O.RR/1001 NAA/146& asignodecompany N3/3 573u ••-^ • -• •• -- -� �• ••••••••^gym ^^�� - .,��, .w na "U r tU ntww: (Uou us ru ma be anOsbluled wirers Ham -Fir b fp•ellie0.) - -- - . 3.15'.480'0'1 E CHD S12E - SS OF d OF d F CnN pF 9 NF Y HF tl HF CON HF 00 3.511 0[aRMI IIOTSt: p.•aa• ofrW a04a1a0) .. `i:;:•;y : :, :•,r ': ...' 1,•,,,.,.m,�y.,,r,M,ti,.,—;y yya.�,■,�,,j„•m„•Ky, ','••,.'" 'L Ntrap,bmp.-HP""".bwait Iw.r.l brow b b Ow*Wwd PWAdad t>y oft■• i Oaapn •w�mw'by aorouuY a w y rsw, r i.� w wvc,, w. L ar"'„""m""ba.,•°°�,•,•Y•„°Cy „+�s;> a„°"f ':• . 1 Aogr�bbiyY �'�' ' W■ al.amw.a.y+rrtr.arow•alww• . TOP CHORD x 7:1' " S'; n" 4• • r • 0, x , • , • • ■ 1999.. 2X 4 tti 9' L5'f0• ti'I1• 15' q• 15' 6" fa' 7." 12' S• 17' 4• 16' 9• S' 9■ 150 1• 14' 8• BOTTOM CMD.r I 2x 4 24' ON ?3•' 4" 19' a" 4' 0" 22'tl• 0' 4" 6'10• q• • . • 0. VIED MEMBERS 2,4 STANDARD OR STUD GRADE HEaa•fIR, 1r 12 HEM -FIA OR AS NOTED ON DESIGN S• HOaa%br✓w trw'ry navmrtlaO Man Yra•w•• .. 2x4 5TANOARO OR 97110 G IDP ncc OaNcr onrar♦ not .r•c 1q ialV aW,p.rp-tlowrbaV0." ' -^ '^^•'a• ruA••, Q�-a6c, ilii SPAN TU e4' 0. 3PACLO 2090. O.C.• HFI•_ FDi Fr)+ FA •.F-7Fq.5 ?-xi, R4.OY4.5,T44 TO 24' n" 2x6 R4.0x4.5,Taa TO 241 00 3.0812 PITCH 2'/2 CONFIGURATION i" NOT REP-- FOR 9RAN� , SL .= 24, O"- s r-LL+OLDL ON,;.CEILING a 10,ON ROOF s 35,0 0: P3F]s P. 3F • , 2x4 R2.4x4.5,T2.S/4 TO 31' a• 2x0 R2.4x4.5•T2.5/4 TO 17i a• TOTAL DESIGN LOAD L 45.O::.P3F..• • S P3F CEILING REDUCTION TAKEN* AXIAL STRESS ONL-Y LOAD DURATION.,INCREA3E •.:1.1.5 R-1.6x3,T-3/1.5 TJ3 12 3.00 PANEL PnINT SPLICE (TJ2) 2x6 R4.AX6.0,T56 TO 24. 00 2X4 R4.8%6.0,TS4 TO 170 46 NO SPLICE R2.4X7.5,T36 TO 240 00 TJ``2 1/1C" (Spl. ) _J MATCH T.C. 12 L/10s (------ --1 82 18,13 (8J3) BJ2 B1 DIMENSION "C" N Z 1x4 1x844210•' 3.15" Ji 2Z48'8" 3.15'.480'0'1 E 3:8"470'0" 3.511 "5.@1 1 MAXIMUM TRU33 MENBER FORCES ; ,REACTIONS.. :935'1, T 1 1713' B 1 1720'.0 1 94 W 2'11187,.. T 2 -0 8 20 W 3. 172 ,'? I a � L i •9a ".e1uw� ' Yi ' i• y1i 3M� •(j 7070 J9 Y 1anuL S� / faaYu 2 EQUAL PANELS BOTTOM CHORD . ir• ��. p•0rar J r I R2.4x7,5,T36 TO 240. 0' SPAN TO 24f ,00. PANEL POINT SPLICE (BJ2) i (. SPRUCE -PINE -FIR R4.OX4.5,T44 TO 24i 0• R2.4X4.5 TO 24. Cite R2.417.5 TO 20! 0• tiL41, + ( 2 R2.4X6.0 TO 22P '4• xuuo NO SPLICE i'1:• r ::'i ,i O� nu RO.8X3.O,T31 TO 240 ON j �oaq.A .,i. 4p r i DOUG -/1R t4it SPRUCE -PINE -FIR "T T2.5/6 TO 24! 0• ' T2.S/6 TO 2a! o• ,�L, T2.5/4 TO 18' 34 ,;7295/4 TO 11! 0• ' • 4 4"" i Symmotrical OFF PANEL POINT SPLICE (82) About RP.4Y6.O,T34 TO 240 0• i Contorline FILE NO.: TRUSWAL CONNECTORS t M15.y" a pin. p,.ay zo 9110 1 P pa. f r pwwaw .IWI R.w a,d w AaSrpiwr0 Y bSww: CWTS IMCATX =9 OF PLAT[ W 1NL91[L H -24-3.0- 458 (24) 2/2 12P 0"auwhp.•a'T7:Pwnarw GATE: K.Ar•a.41"b"O.Teem wep+aw1"owbl..r.lO•,-2v oA Na...nNw. snwaa"ririrwr"pr.o.Swdr una•e.lDagwiY, . I/ 9 / A U SPF ?'}� (I"ar+taa q pwa'R'): 10 aa.fr w aa.k, .f 0"a]2" loop. TMr w p•rtrd a"o P- Ida V 2S'Y76" os Naw an N trr. wNeEll: b aoalL+t•d ■ar• II.nrRr y psi•yl REF.: - DES. BY: CK 0Y: RNRNP.la Oniriyd by pas 'FOC): b a a0.riw 0.5000 o -sw •.dr •••'Y fid r.• a W M W Mw o"iOW. . S -IS -18 JK rosmCl«4:Rr...wabnr.aonbanl.owaww.wc.cewewc.aP."wmwe.wnTMISML ftsww'I�.wup•.Raouo&Ascows w209L Idwan.wau+wamwlwwd.e..,Fa,p•wod.wpn..wLwLCSaRAPIS07wNRP1.K ... a signodecorn an 1.2/2 5731 LUMBER SHALL BE OF MINIMUM GRADE d SPECIES FOR TRUSS SPANS AS NOTED BELOW: (Do u les Fir may be substituted where Hem -Fir is specified.) GENERAL NOTES: (udeu o6wwlas apidse� - ' CHDSIZEJ SS OF I al OF 1 912 OF CON OF SS HF at HF 02 HF CON HF 2400 F 2100 F .1650 F 1450 F 1200 F t.wmuwnIs"*nero.paddrnan»re:P.cweamr.am.a 2X 6 201 0" 23' 6" 24' 0" 22'11 21 2" 24 0 23 " i .."uni.-a m°vclab-a`� : imrmrro.1vol: ro�iuemm�0°ONaO°r0� .TOP CHORD 2X 4 17 7" 17 4" 16 I" 14 0" 16' 7" 15' 9" 14 6" 12 7 18 2" 17 7" 16' 7" IS lU" 14'11 5'O'sb" stppes,tal al erearp al=lTdfad= bofm d0fd. s. De.gn bA law" Y a00erb• &Ym ar.wedpe E rrp.wy. nunrf to N4u �ss"r1 Dv BorroM cli0. 2 X 4 2 4 0 21 10 2 4 0 2 4 G 2 3 U . i te trle7M ass rt Adeq,. e. Us owdirwous Lateral brariq where shoe •"'' " ` 2 2 1 1 19 2 WEB MEMBERS 2.4 STANDARD OR STUD GRADE HEM -FIR. 2x4 02 HEM -FIR OR AS NOTED ON DESIGN 0. tntb+ddn0 or 4tr rreoomr%ndsd whw* sh 10. tory ads d sfa SPACED 24.0"'OsC. 2X4 STANDARD OR STUD GRADE HEM -FIR FOR WEB MEMBERS' 6.011-2 PITCH 2/2 CONFIGURATION [LL,OL`OK=ROOF s 34=6 F � frp�,TC.w�3r4e j Ot.UN"'CEIL'ING = 10.0 PSF e TOTAL DESIGN LOAD G 42.0 PSF e PEAK JOINT DETAILAN 8" 2X6 R4.OX4.5,T46 24' 0" 1.5 4.0, 4 2X4 83.2X4.5,134 18' 2":1e5 3.2, 3 12 600 .. 1. rA' U10t BJ2 PANEL.POINT SPLICE (13,12) R4.OX4.5,T44 TO Zile 0" NO SPLICE RO.6)C3.0,1`31 TO 24' 0" OFF PANEL POINT SPLICE (131) R2.4X4.50T2.5/4 TO 24' 0" Symmetrical,. . About Centarline FILE NO.: T X24-6- .42e (24) 2/2 DATE: 4/ 2/79 ' SPF REF.: S-15-78 : DES. BY: TK CK.BY: T v2. a 5 PSF CEILING REDUCTION T KE e AXIAL STRESS ONLY 1 LOAD DURATION INCREASE 2 1.15 MAXIMUM TRUSS MEMBER FORCES REACTION: Ab3 I� T 1 -965 8 1 Bb3 yr 1 116 y• `NQ's r • is ':;_ ;: y .. V4" B1 SPAN TO 24' O" ODUb'-FIS SPRUCE -PINE -FIR R2.4X4.5 TO 24' 0" R2.4X4.5 Tn 24! 0" DOUG -FIR SPRUCE -PINE -FIR T2.5/4 TO 241 0" T2.5/4 TO 24' 0" q NEIaHAM a CML ° TRUSWAL CONNECTORS t R•S,rrare of pine quality 20 arra 16 w. It prvadlea Shea aea and as dsen U hW at follow.: DIGITG INDICATE SIZE OF PLATE IN INCHES Model 20 pndcated by press TT: a tooth per eq In...t z•s.41'• Wig. Teeth we pwrdud two per hole a .10"x.25• a.& Wise are In line. LUMBER: Shea be of rddmum grade 6 spedn u noted. (Doupas Fir my R-dgQ (IMtafed by pre. In: 10 teeth Per sq.1m..10•'x.37' Iorq. Teem are purWwd hvo par hole at .25•x.76•• o.e. Moles we In lim. be substimod where Hem -Fe Is apedsed.) HN•P41e (WioaNd by pole 9Uf): Is a Special R•5000 oonmow with eeery Gid row of teeth aro hdn amded. ti"x'G' Irr6eal.s 16 pa. stock ua.0. Ae onwa ra 20 M POSfT10Nt1/O:Maras "to located onboth l.caaabum and placed safMO CedMrtesedreid. willipm cederlMs. udess omerwlee roto. +Forbaskdoatpnvalue., See LC.S.O. RR*I&07DIMRRI1469. 2Y4 .3TANnARrnQ %Tlln .GPAnF HE&4-FIR FnR "••E8FV 9 E I4 BELOW: - "" "'b"itut- Whom HI;•Flr Is SPeCitl6d.) �SIZE S3, OF III nF _ I a? nF I rCIAI l%F SS;HfTNI I�Vl no, F TOI�,GHORD h 36 #AWA lh! #in •7: 'L.P'A.0 IS .4 In 1.31. 9' .30' 52..1" 30'.. OFF. PANEL PnINT- SPCI.CF 0 an .::27.!':.9.! BOTTOM CHO. ?xfi Tn w A, ANTAL-'STRESS ONLY; PEAK JOINT DETAIL 2X 4 1 16 it N:.. fly,CR E 0 3E 2i6 R4.OXh.0,T46 36' 30' .3iWEB 4.0, a 4.1, 4 MEMBERS 2-4 STANDARD OR STUD GRAM HEM -FIR. 2.3 02 HEM -FIR OR AS NOTED ON DESIGN R E 'T Nt32Xb'R4.0%4.5,T4h 2X4 N4.0 35' 14.3,t44 3. 2.4 2Y4 .3TANnARrnQ %Tlln .GPAnF HE&4-FIR FnR "••E8FV 9 E I4 51 134 3PACif24C , NM. . ut A/ 'rONFrGi61i 'PE IL.14r, 10. 'L.P'A.0 IS .4 OFF. PANEL PnINT- SPCI.CF ii-& P3F`:CtTLV4*`-I4lIljCt. ?xfi Tn w A, ANTAL-'STRESS ONLY; PEAK JOINT DETAIL N:.. fly,CR E 0 3E 2i6 R4.OXh.0,T46 36' 30' An 2.0 On 2.A 4.0, a 4.1, 4 R;.4X4.S,TP.9/4 TO. 35Is R E 'T Nt32Xb'R4.0%4.5,T4h 2X4 N4.0 35' 14.3,t44 3. 2.4 4.0, 4 PANFL I I SPLICE, '(TJ'?.') Y 2X6 R4.NY6.11,TSb� 3hl R'* 1 21 Ah 2V4 R4.010.54,754TO I.V 34 NO SPLICE k.. M..Q, T3/I .5 Tn IN• A 1.413.6,T31 Tn 301:.0„ Tn ;l V2 7� 11A .5" MIN(Spl.) equal.'.'' "In V4" -Ell IL 7 IL BJ2 .3 EOUAL'PANELS BOTTOM CHORD p PAN T01 F, A rl At - IEL PnIIvT 3PLTd,E,,(H, 4'-.t qJ! nq, 2i -P4.iX6.Oo75h Tn 36- 'AN wt I 04.4 - - - 'W-36'� gw"� 6.0,T- .3n -. '.N_ ... 94.8X' 00. - 1. '64. " i ' * " %. . . . . . ; . 34.,Tn Tn. 3 P 91.2Y60 • Tn CE '40 SPLI : 2 ls:-1 .4 2.416.0 ?y4.Ij2.4Xh.nvT2.5/4 71) 1'& L ?X4 PpIl FtR Tr) TO 36"'.: JAut$ IL. TU 34'ON T45 ;jFf PANEL"POIIIT SPLICE (IQ) PY41 A. 5/6 00. 5 Sypmetdcal R,2.4x4.Il.T?.5/h To 16, 2X4 R2.4X4' 15 T2.5/4 Tn 301 no About'. Centerflne j: klft ALE NO.t TRUSINAL CONNECTORS t &S,y d pim wimary 20 YM 10 9L It O-VwUd shoot 32*4 dgd,h:O ior 6 .-36.6- 42* F M -.0i AT9 IZIC OPPLATIt In &MCHM DATE: MQdl! (04W -d bf Pr-t-r� I k4ch Pw 04 bt. Ar'x.41" b14 TsoM mr. X,.Id ja Whit. @I.j0,'k2V *A -Holes "in Phs",* 1 /17 / 7 9 REF-: -S -'DES Bi �yK:- 6K. ej::'. F'N'PL'I#(W*WodbyPWm'p'y'�198*PKWW500OQwmdwwMwwYtWmwd M.wd 9L 1. hal".0"Ood FOU11000140: Ptdk$ to Wind onbohlaces O(Vuls AMPI&md N lh*Wtdnn no In% is So, mock U" 20 For beale d.,0*vAs. 1441C.&O. FtAlI101.M AA114" -T4/3 A Sloroode COT 80y 1 Pa0lE 'D PNOrE3 1NEEN 2963 outs \ 114,r ` •'�!?.L xe1W .a81e %'�'•..., oaf ES310/ Ns. 3395 7070 James 5. Needham fESSIp� tem . FfrlOnAL Lq�owl EKG, `o . C)c E ilii pf,S . 4141111// . R -1.6x3, T-32' 12' 4 to 6 R -3.2x4.5, TLY R-4.Ox4.5, T-45 L/3-811 to L/2-811 Stub E R -'4:.0x4.5, T-45 FR 1.6x3, T-32 to L/4-8" to L/3-8" Stub D GENERAL NOTES: (uNess otherwise specified) 1. Installation Is entirely the responsibility of the respective contractor. 2. All bracing, temporary,and'permanent, t6 resist lateral forces to be designed and provided by others. 3. Design assumes "dry condition" of use in noncorrosive environment. 4. Design assumes lateral bracing at 3'oc top chord.12'oe bottom chord. S. Design assumes full bearing at supports. Shim or wedge If necessary. 6. Camber truss to L/720 between supports. 7. Adequate. drainage Is assumed. 8: 1x3 continuous lateral bracing required where shown.' ' .9. Impact bridging or lateral braCUlg recommended where shown,!! `OVERALL LENGTW OF 26' 20. SPACED 24.0" O.C: TRUSS LOADING ��} PiFQL- i44 kvs 1. rLL+DL ON_R"OOF-z-32,0-PSF '-� '. . DL--ON-CEILING TOTAL DESIGN LOAD = '42.0 PSF + * 5 PSF CEILING REOIICTION TAKEN(5/8"DRY WALL) `.'LOAD DURATION -INCREASE a 1:15 gtub•D' .LM REACTION z 1019 RIGHT REACTION'z 1.019 TRUSS MEMBER FORCES (CON 1) T i •2097 8 1 1990. W '1 -601 :W 3 •584 T 2. -1676 B 2 1024 'W.2 800 W 4 785 T 3 -64.5 B''3 0 W.5.-100.1 LEFT BRNG AREA REO!D 3.61HF/'2.30DF'S6IN. RIGHT BRNG_AREAlREOrO, 3.61 HF/.2.300F 30IN_' -- — . ` Stub. To 251-211 Spaced `24!I o a LEFT REACTION z.. 908 RIGHT. REACTION.;. 908 ' TRUSS MEMBER 'FORCES (CON 1J T 1 -1746 B 1. 1657 W 1 -599.W.3 �,934 T 2 -1326 .6 2. 690 W 2 803.. M; 4: •2011 . T 3 -0 TRUSWAL CONNECTORS 1 R.S,'tru. d prima quaety 20 and 18 ga. n galvanliod shoot stool and are dittrgWah.d &e tellews: DIOITs INDICATE ARE OF PUT[ IN 1NCHE& T FILE NO.: S T - 3 6 - *, 4 - 4 2 (4/3) Model 20lin6uted by pefu'T7: 8loath par sq. x..12"x.s I" long. Teeth aro punched "per hole &1.10"x.25'• o.c. Notes are Entire. LUMBER: Sh&lW d mirYnurn Wada E Wawa &Sroled (Daly" h leery :. _ i r GATE: IL/20/79 $CLLb D ^ E SPF ft- (irl6cato0 DY dela -R-): 10 loath dor sq.1n., ,10"x.32" long. Tooth are punched erg per hole &1 .25"05" O.C. Holes we in ar-. be substituted where Hem4V b specified.){�'�' IL W AN S EMS Mc neF.: $=15-78 DES. BY! JN 16K. BYE N•Plif (Indicated or pre0s'RN"): Is a special R•5000 Connecta with every tNrd raw of loath and holes omined. POSITIONIN01Plates snslbelocated onboth faces OftrussardplaCodsathellCenlsrflneScolncidevdlhlolNCSNerfr4LuNeasotherwlwnptod. ttsulfla -0' Bdkates 10 9a• Stott %44 Al purrs W 20 9L filar baUadetl9nvaluessee l.0.L0.RRE1607WRRO115L T'' asi nodecom an 0 2-1 "1'' 0 1 all'Jl 3FACE0 24.l ur,rTING CRITERIA: W -h L - 2 ........... 'Cc 1.15 (FOR CEILING JOIST RFxl.O, C31xl..0) SLOPE344: 2 SLOPE33-u4:12 ALL SLOPES CEILING JOIST 9 OEF w Z CL -7 -';--LL+K*OL NsLL PROPERTIESi 384*E*l OEF<NL/240 OEF,xL/tan DEF48L/lao DEFAML/240 2XT-, 2X6, SZ1.563, 1920.797 RFcl.15 ...................................... T ...................................... ; ............ any pitch (see chart) CEILING LV_-rjC Vvl 3L;;i;4';12 RAFTERsee chart for maximum 8 a LIVE LOAD 3LOPEbx4tl2 JOIST pan and respective lumber 5 grades DEAD LOAD tzcxb iO.OPSF 25ol 30 DP3F .40.OP3F, O. TOTAL LOA Tol 7.OPSF Toll 7.OPSF 7ol 5.opSF 2z4 stud with T-$1. R- 1. 6x3 7 D urn:ro, 35 32,OPSF 37,opSF- 47,op3F (not reqiiLred if top chord SIZE GRADE E �- F8 supported) 2X4 38 OF I LA 2100 _i_X _4 -0-f-DF ,1:8"I750* 7' 6v So 8i plates sized for handling only and ma be .4 - --------- 7 7; -v -7, 2X4 M2 OF 1.7 1450 7 a- 4. To with a fastener •BY -M -al. 2X4 CON OF 1.5 1050 7i ON 6v 40 7#104 10' 30 replaced . aced 3 ;1, 6' Go 6' ■28 15 0 . 6w 70 30 69 5■ 9!119 1.5 800 6 # an 6i 2,0 So 5# is So 4!-100 Si51 6 2X4 'STUDOF So 74 5i So To, So I-ol 800 2X4 STD OF 1.5 -600 4*108 40 . 4#100 51104 s; So. 4 f 10 11 71 So r4l) ---- ------- 2X4 3HF i-. -5 Go .4; •2N S; 00 4i a 1650 So In eX4 01 MF 1.5 1400 70 to 60 an 7 4: 6,1 Go. Go S. 16 7 2X4 M2 HF 2• 6 4• gi 70 On 2X4 6 6 1.4 tlSO 60 80 6i 6w So go 2X4CON c cl So fo�- _4110- Si 93 HF 1.2 6 4.10 o so 51 ON 4'10- 4# 40tow 2X4.STUDHF 1.2 650 51 OR S. 34 4#108 4 42 61 an 3. 40106 _T_X _45 YT_H r __j -.-' 'l. 4;..41 61 81 4iIOQ 4' 4N Tarr- 1800 070 7 2X6 SS OF I'low 4 2 • 3r aw `3 Go• 7 X �b it Ili •2. lot 21, 13, . to 30 W �F 1 1500 11 ------ 12i III 2X6 M2 ; �i i �� 1 1 : I ____ 16, to 9 Irr a• .3 OF 1.7 12SO joell lot 71 go So -6 _5_5 I -a 2X6 725 8' 4 a. 'ji 1.5 it, so. to, 74 go So 141 66 6 3TUDDF I f• '10 1' T;2. --c• it 2X6 SS HF ; .. -_ a. 28 IV 2 6 '1 1.5 1400 It# 2* 10' 6- go ('s X6 91 HF 12i to X _ 1.5 1200 10, an joi So go 30 11 31 .100 00 is, �2 X 6 42 -HF-' 1.4 1-0-6-0 ------- grgv----,-r-C,,_-____ A x . W_ 11 24 lot 5• go 34 14' 2X6 93 HF 1.2 - 575 70 54 4 5 -2 9i-6 1-3 j 7' 2" 6f So5 12X6 STUDHF 1.2 '575 . TO 5- 5. 71 94 7i 24 go 7' 2" 6' 7i go 0 go r .1 �J' V A R I A 8 L 8 E 8/2221.21.. 77 3-15-5 k1ol .. t,01=11.15 LL DEFtL/240,L/180 V I . I ERMS WMI, a al -cwxwy LUMBER SPECIFICATIONS Top Chord 2x 6 #2'DF-L Bot Chord 2x 6 #1 OF -I_ Web Mem. 2x 4 STANDARD HEM -FIR WEU 4 2x 6 #2 OF -L 7i1�, Zx� ?C C (�ehuc.G i Top Chord Bottom Chord Webs -- T 1- -5927 B 1= 5465 W i = -476 W 2 796 Standard Uniform -Loading (PSF) T 2= -5441 B 2= 4548 W 3 = -1027 W 4 =, 3051 TCLL - 15 OATCOL a 14.0;. SCOL - 12.0: T 3= -3838 8 3= 4548 W 5 = -1027 W 6 796 Increase L 1:250 T 4= -3838 B 4= 5465 W 7 = -476 T 5- -5441 T 6- -5927 / BEARING REQUIREMENTS BEARING ACT. SIZE REQ. SIZE AMOUNT LBS B1 3.50 In. 1.79 In. 1680 .j� BL 3.50 In• 1.79 In. 1600 ALL BEARING WIDTHS ARE MINIMUM. 1/4 PANEL POINT SPLICES ARE LOCATED 12in. +- FROM EITHER TC OR BC 1/4 PANEL POINTS. PROVISIONS'MUST BE MADE BY OTHERS IN THE WALL DESIGN FOR THE HORIZONTAL THRUST. 6.40"-a_ T y62 sc.iss©rz �- DA/�-y 2 � � lq�F OF CAL1F��\P 7-6-15 6-4-6 6-0-12 6-0-12 0 6-4-6 7-6-15 00 v a 9-4-12 10-7-4 iQ 0-7-4 9-4-12 PLATE CODE SPACING DATE R-50( I UBC 24.0.0" O.C. 1 4/26/69- A /26/89 A TrusPlus Desi n DWGf FILE# B-33334 LAS PLUMAS (#1222) TWCALF #1 _Aift® .- TRUSVM ®®®®®®A SYSTEMS TRUSWAL SYSTEMS CORPORATION 6.40" r LUMBER SPECIFICATIONS Top Chord Bottom Chord Webs Top Chord 2x 6 #2 HEM -FIR T 1= -3035 B 1= 2798 W i = 132•W 2 = -839 Standard Uni-form=Loading (PSF) T 2= -2098 B 2= 2798 W 3 = 1567 W 4 = -839 TCLL -. 16.0: £TCOL = 14.W SCOL = 12.0: Got Chord 2x 4 #2 HEM -FIR T 3= -2098 B 3= 2798 W 5 = 132 Increase 1.250--� - T ,4= -3035 B 4= 2798. Web Mem. 2x 4 STANDARD HEM -FIR BEARING REQUIREMENTS Q r�' BEARING ACT. 3.50SIZE In. R1.52SIZE In. AMOUNT 924BS `� C)12 BL 3.50 In. 1.52 In. 924 - ALL BEARING WIDTHS ARE MINIMUM. ` PROVISIONS MUST BE MADE BY OTHERS IN THE WALL DESIGN FOR THE HORIZONTAL THRUST. 6.40"-I_ T 5-10-1 5-1-15 N 0 0 a o QROfESS/0�,q� •Z� Vj' DA/y4 �yc2 2 7 CIVIL OF CA00�`�\ 5-10-1 5-3-1 i 5 -EI -5 5-8-5 5-3-11 6.40" PLATE R-5000 CODE UBC SPACING 24.0 O. C . DATE 4/26/89 ® ® ® S�®®A®� Cll�rl�"� �7 i �7: Gi•L7 TRUSWAL SYSTEMS CORPORATION yt 17-IS-7HE`RESPONSIBILITY`OF-07HEI TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE' LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. .VERIFY ALL DIMENSIONS PRIOR TO FABRICA710N. CONNECTOR PLATES SHOWN APE TRUSWAL 16. 18. OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WITH THE QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPI) AND THE TRUSWAL TRUSCOM MANUAL. ALL PANELS N07 SPECIFICALLY DESIGNATED ARE TO BE EQUALLY DIVIDED. .► DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REOUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES THE TOP CHORD 70 BE CONTINUOUSLYTHEBTTOM BRACED BY SHEATHING UNLESS OTHERWISE TERVAL SNOTS EXCEEDING NO RIGID CEILING IS APPLiEO OI RECTLY 70 THE BOTTOM CHORD, IT SHALL BE BRACED AT INTERVALS N01 ExCE F.DING f 0'Al PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND 'OOMINOING'. REFER TO 'BRACING WOOD TRUSSES, C0EMENTIRY AND RECOMMENDATIONS' ITPI). WHERE CONFUSION MAI EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARX INTERIOR BEARING LOCATIONS, CANTILEVERS. AND THE CHORDS CF THE TRUSS 10 PREVENT IMPROPER INSTALLATION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WOOD 70 EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY' JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SLOPE. OF RESPONSIBILITY OF TRUSMA: A T r u s P 1 u s D e s i n ' pwG/ O o B - 3 3 3 3 4A FILES LAS PLUMAS (#1222) / TWCALF #1 LUMBER SPECIFICATIONS Top Chord Bottom Chord Webs Top Chord 2x 6 #2 OF -L T 1= -2484 B 1= 2406 W 1— 98-W 2 = -1472 Standard Uniform Loading (PSF) T 2= -1021 B 2= 2406 W 3 = 208 W 4 1026 TCLL = 20.0: fTCDL�= 14.0: SCOL - 10.0: Bot Chord 2x 4 #2 HEM -FIR T 3= -1106 B 3= -0 W 5 = -986 *5.0 PSF Reduction in Bottom Chord Increase = 1.250 Web Mem. 2x 4 STANDARD HEM -FIR Q?,QFESSIO�AI BEARING REOUIREMENTS �A BEARING ACT. SIZE REO. SIZE AMOUNT LBS `N N. BI 3.50 In. 1.67 In. 1014' BL 3.50 In. 1.67 In. 1014 W f BRACING MEMBERS SHOWN BY * WHERE REQUIRED. _� L 1x.4 CONTINUOUS LATERAL BRACING ATTACHED WI-T_H TWO- (2) 8d NAILS. ALL BEARING WIDTHS ARE MINIMUM. 1/4 PANEL POINT SPLICES ARE LOCATED 12in. +- FROM EITHER TC OR BC 1/4 PANEL POINTS. 5.93"—I_ T CIVIL \P qlF �F CAl1F�� 10-1-10 6-6-0 9-4-6 n a 12 �9-4-6 9-11-14 6-7-12 PLATE CODE SPACING DATE R-5000 UBC 24.00" O.C. 4/26/89 A TrusPlus Design OV, &W, SYSTEMS OwG#FILE' TRUSWAL SYSTEMS CORPORATION B-33335 Y N THAT -26.65" 1 IED. TOP CHORD 2x,4 22! 1" 21' 0 eorrmA cHD. 2x 4 tis" 7' 12' 1 WED MEMBERS 2.4 STANDARD OR STUD GRADE H ;1 Y4STANnARO nR 5111n GR I,LH - FIN FLIk ,.)rs •4.44F.RS • NOT REN'0 FOR SPAN <= 36' N• R-1.6x3,T-3/1.5 TJ4 12 3.00 Tj N V) V3 , 4 :M -FIR. 12 HEM -FIR OR AS NOTED ON DESIGN [DF nFF PANEL POINT SPLICE (T2) PTk N4.0Y4.5r T44 TO 36' 8" PXG P2.4Y4.5,T2.S/4 TO 241 6' PANFL POINT SPLICE (TJ3) 2xn R5.6X6,n,T�6 It) 36' Be 2x6 R4.AY6.O,T56 TO 311• 0' 2x4 R4.8X6.O,T54 TO 24' 6" N12� MATCH T.C. L/15± TJX ❑�" (SP1. ) PANEL POINT SPLICE (TJ2) , . • 8 [ 1 • - 2 . O ■ 2X6 R4.8X6.O,T56 TO 36' 8• Nn SPLICE r a , go , F ■ R3.2X7.5,T46 TO 36' 8' 21 ' 0 • 9 8 • R4.OX4.5,1`36 TO •30' 0" 2X4 94.8X6.0,T54 TO 24' 66 62.4X6.0,72.5/6' TO 2u' 0' C" (SPI.) NO SPLICE R2.4X7.5,T36 TO 36' A" TJ3 R3.2X4.5,T2.5/6 TO 30' 0• R2.4X6.0,T2.5/b TO 20' 00 N12� MATCH T.C. L/15± TJX ❑�" (SP1. ) SPAN TO 36 8 9PACE0 24.0• D.C. 3.0312 PITCH 13/3 CONFIGURATIO)' 4Li0L:ON AOOF�=X35.0--R3F3 OL ON CEILING a 10.0 P3F *' TOTAL OF,STGN LOAD. a 45.0 PSF * * 5 P3F CEILING REDUCTION TAKEN. AXIAL -STRESS ONLY LOAO DURATION INCRFASE a 1.15 DIMENSION "C" SPAN Z 2E{ 2x8 , . • 8 [ 1 • - 2 . O ■ OLNrEwRLALapN,OrTwp. 1rr,aW'aps�s�' ::� :• . �1=,...•. --� � : .:'. � •::.. rwparrl.sy a ar ,wp•olw ortnRor i' . ; : •: ural p•r"° rdpW..n ..YtY1Wabowpa WW'" aNprw/dtlaUMsw; Owipn •wnrs'dn m.Obon' d w n rom,ww♦rl.irr.n.n. f< owiow www°n°� a.O° wrnRv Iv«p w `: r 7. n -.n w bW.•.n w{pOM14„i•4 ., :5+ :;,^.,°' f. Adqur bsurp. Y s.narr0. ',1 i,• �, . - {. lu pp.ar.a,. tetra rwry M,Y• a1r.,�• . . �L0.1�u� s1t0.n.•' 0. =='. powporomw nn F F O - r a , go , F ■ • 2 • 21 ' 0 • 9 8 • A • 31.' P* • O a SPAN TO 36 8 9PACE0 24.0• D.C. 3.0312 PITCH 13/3 CONFIGURATIO)' 4Li0L:ON AOOF�=X35.0--R3F3 OL ON CEILING a 10.0 P3F *' TOTAL OF,STGN LOAD. a 45.0 PSF * * 5 P3F CEILING REDUCTION TAKEN. AXIAL -STRESS ONLY LOAO DURATION INCRFASE a 1.15 DIMENSION "C" SPAN Z 2E{ 2x8 ZWO" 7.25" 5.25" 42'0"Z48'8" 3:25" 3.5" 4818"Z6010" 3.8"' 4.S" 6010"270'0" 3.5-0 6.0" MAXIMUM TRIJ33 MF''4ER FORCES - REACTIONs.1441- T 1 •3707 B 1 3596 W''.1 76 M 3' 605 T 2 •1865 8 2 3596 W'2 •1853 W 4 •2055-. T-3 -0 8 3 1808 ` IN S -i,407 2y o , V4" 4 I , •'► waw�,'f j Lu.. ,LIN ta07t PLp tacit . See 0 1967. � 373 B2 - 01 - - "(j I V / V R2.4X9.0,T2.5/8 TO 36' 8" SPAN TO 36' • P2.40.5,736. TO 30' ON PANEL POINT SPLICE (RJ3)• 7v SPRUCE -PINE -FIR Latto �y,COU1 R2.4X6.O,T2.5/6 TO 2a' n" R4.8x9.O,T58 TO 36' 8" R3.2X9.0 Tb 36/8"`t R3.2X105 - To 36' 8° *� t4 CT`•It L'$ R4.AX7.S,T56 TO 30' ON R2.4X9.0 TO 333 3" R3.2Y9.0 TO 32' 7" 3 wr.Y R4.8x6.0,T56 T() 24' 0" 42.4X7.5 TO 281 34 ' R3.2X7.5 1)2-77 it 50 R2.4X6.0 TO 22010• R2.4X9.0 TO �4• 6• or iso NO SPLICE. R2.4X4.5 TO I7/ 5"' R2;07'.5 'TO 20'lO• ' R3.2X6.0,736 TO 36' 8" `± R2.4x7.5,T2.5/6 TO 30! ON DOUG -FIR SPRUCE-PINE-FJR R2.4Y6.O,T2.5/6 TO 24' 0• T310 TO 36' 8": T310 TO 3.61 8"' T38 TO 31' 74 . T38 TO 29i' S• (8J2) T2.5/8 TO 26f-611` T215/8 TO '24i 8", R0.8X3.0,T31 TO 361 86 72.5/6 TO' 209 38 T2.5/6 TO 18!10" _ Symmetrical DFF PANEL POINT SPLICE (R2) T2.5/4 TO 13131!•'x: T2.5/4 TO-13i-ONif R4.,OX7.5,747 10 36' 8' About R.3.21(7.5r1`46 TO 30' 0• :r Centerline T T 0• no _,•® h® FILE NO.: TRUSINAL CONNECTORS 1 R•S,yra,. d pe- 4,.wy 20 •N 189A. tt p.N•Nzed .h•.1 Ywl aN r. disdnpldrd a bags: DIGM INDICATE ARE O/ KATE OI DICM/A.' _ e - 1•. -36-3.n- US" (24) 3/3 �14UNut.db,p.p,-n:EtwNpx, b4 2aA l"brg.T«NwpundrdMpr Mrd.1C't.23"INC Hoc. r•Nln. LUMBER: "bet'-,rwm woo A ap.Owargl.0.(DOL#u Army DATE: I/ q/80 SPF - 4.10(Indpeted by prefix 'R ): 10 teem pr ap.h..IC'a.3Y' MIN. Tesco we pd*d aro pr bola st .tY'05" *aHobs w. N nr: b. WC Wal uttr• M-Fk Y sp.dA.d.) REF,: DES. BY: CIC. BY;' fU'-'p'" (udaatod by prAx lU7): Is s .pacst A•5000 am W v Wwy pW r°. d r.dr aN Mw pl n . II WRs'0' YdicHa 1E pa. sta t °a" Al corn we 20 p► k AWW®x .71.71 L M S-15-78 JK POSfTlgtlt.O:Ad..MW bxbut.dtnrlhIK fbuw.ro PIpedWM*pert0rfro.maisd4.minw+errra.w.w0d W.twrwa. 1Fa be* Osalprt.aws, we LC.B.O. w+01607 rd RRs14ft asignode company LI 1/3 ' S73u 11— 1— -bb bV US AS NOTEO BELOW: (Do u las Fir may be subsblulod where Hom•Fir is speotied.) 7x8 CHDS12E 9S OF //I OF 112 OF CrIN OF I SS HF I NI HF I a HF I CON HF 240 TOP CHORD i' n^ O' n" 2' 0' •4 • • FILE NO.: S, -24-3.0- 4s• 4' (2 ) 2/2 2x u Iti' 9" 15'10` 1i'11" 1S' 9" 19• h" lu' 2" 12' S• I7' 4• 16' 9' S' 9• 15' 1• 14' 8' BOTTOM alD' by p.es'R-): 10 Wm W N.h, .10'.37' br•2. TMm we P hod MOW hole &I.25, -&7W- ad. HOW, "r IMS. R_mAP&PUl.' wYOL11: NW aprliNrlve .dei bee1E.dbAed slr. IIell.fi Y MM 4 Mod (00u1re REF.: $ - 1 S - 7 8 DES. BY: J K CK by: 2x u 2i' 0" 23' u• 19' a" u• 0" 22'11^ 0' 4" 6'10• 4' • 3• • 0' • WED MEMBERS 2X4 STA)4DAR0 OR STUD GRADE HEM•FIR, 12 HEM -FIR OR AS NOTED ON DESIGN .1Far bUkd.rlrl rYNe. W 1.0.0.0. IIR�1.07 NI MI14S• company 2X0 STANnARn OR ST11n GRAnF nrp PA)aGl Pn T.1T nor Trc 0lKML 11OTL1: (urSsee o•r.r..Oeols� .. T>; i•!v ' •'. `.:., •. r. , ..; L L N All W,eon r ^^•"M M . ID e:ry p Sr IwecM edr•eda. °. : . ' d^0. rrlp. ena P .,d, b _wr lelwr *we b M dn101'ed.itl pa..W.4 q orrn. 1 D.ipn ....+w. -oy oorrol• d w In raemr.i.• whtanwl. ' 4 Dwan..a„w mul rYac 0"ir=boobs doe . •" L D«or a�mw kA OvY� sI.4porr. Ww a•asps II rrar.s v. . l G"8r •w b Vn0 br.•w. waprsa . • Is7 oonw.4]N. rYr tr.orS •Nw. elprl• ' "•' L boob bklpirp a rwr tr.6rp b 3 com"."0.0..!en elpws•• ' 10. lo"S W1 d par prpatlgy or• A 66 •V+•1 •7rLAVc Ili) ,YAN TO z4. 0" SPACED 20.0. O.C. HFI+-F1N Fnw All MF�Tf,GS 2xb R4.0v4.5,TB4 TO 24' 0" 2X6 R4.OX4.5,T44 TO 24' 0' 3.0312 PITCH _2/2 CONFIGURATION • Nut RtFOR SPAN � � LL+DL .ON ROOF_= 35.O_pSF+ <s 2u', 0 o" " -- 'DL ON - LING s 10.0: PSF - .CEI • 2x4 R2,4L4.5,T2.5/o TO 37' a• 2x4 R2.4Y4.5,T2.5/4 TO 11' 4• TOTAL DESIGN LOAD a 45.0:P3F.• R-1.6x3,T-3/1.5 PANEL POINT SPLICE (TJ2) 2X6 R4.8X6.0,T56 TO 24' 0' TJ3 12 3.00 2X4 R4.8x6.0,T54 TO 17' 4• NO SPLICE ry R2.4X7.5,T36 TO 24' 0• TJ2 "C" (Solo ) vTO* J WD MATCH T.C. 3 I 82 BJ3 (BJ3) R2.4X7.5,T36 TO 24' 0• B1 • S PSF CEILING REDUCTION TAKEN* AXIAL STRESS ONLY LOAD OURATION•INCREASE ■::1.I.S „ DIMENSION "C" N z 3x4 7x8 X42'0" 3, 25" JC2b" ".248'8': J.2b"• E `J.V- "180'0" J:b" ' 4"170'0" J:b" •4 MAXIMUM TRU�3 MEMBER FORCES; REACTIONS, :935'+. " '.:;_ T 1 w1713 B 1 1120 '.M 1 94 W 2!1''187 y., T 2 r0 8 2 1720 W 3: r.3.95 d.I .• 1 rT ' Z./� � 1 'ii t. y ' L3 `•�l. M. L 1 a! . .: t - ''•, .�.• fill .J_+� •Pr 7 '..•� .i 7113 •.r ' L •al• ' " t�blunrvi • Yr" • � h3308 �• •• <�707Q Y ))w.A: \\\ f re/dbs• BJ2 2 EQUAL PANELS BOTTOM CHORDr'v)„ SPAN TO 24' 0'! ' PANEL POINT SPLICE (BJ2) r, SPRUCE•PINE•FIR Lr 00lrr.aQ R4.OX4e5,T44 TO 24' 0" DOUG-FIR TO 24' 0•+R2.417.S TO'24! 00 r ' f R2 4X6 0 TO 2 ' .4• ' 3 2 ® x uw R2.4X4.5 •. TO 17! .1• NO SPLICE �'. �S 4Y •Q/orY.tT• 4awp'. R0.81(3.1),T31 TO 24' 00 DOUGrFIR a,•' SPRUCErPINE.FIR•: T2.5/6 TO 241 00' 12.5/6 TO 220 0• � .w. T2.5/4 TO 18' 3• ;T2.3/4' TO 1T' 0• Symmotrical OFF PANEL POINT SPLICE (82) About R?,4x6.0, T34 TO 24' 0` ., Cenlorlino " •4 FILE NO.: S, -24-3.0- 4s• 4' (2 ) 2/2 TRUE WAL CONNECTORS t A.5,lywe of purr y.sry 20 end to re. It 0r,ws,.d rr.l r.r .rd we dlrbpArrd as beo..; hk"20('r6c&fW MPw'i7: S tooth W sa h..lY•s.41••".T.thw. pwrsrd Mper how a.10•.26' eA 1b&." In w. O101T1 INOICATL MIA OF FLATL W DichL1. �� DATE: 1/ 9/80 SPF by p.es'R-): 10 Wm W N.h, .10'.37' br•2. TMm we P hod MOW hole &I.25, -&7W- ad. HOW, "r IMS. R_mAP&PUl.' wYOL11: NW aprliNrlve .dei bee1E.dbAed slr. IIell.fi Y MM 4 Mod (00u1re REF.: $ - 1 S - 7 8 DES. BY: J K CK by: Iced Wd W p•''" 'R"�: r ..p.d.1 R•5000 carwa .rl e•••Y .ird Ior d real e,N hor. bri0.0. WMx*oko. PI .. WkC WOIl11—,dVv wdp•o.dtlerL tors—od,.kU• IIS"7l.'0• lh6uW 11 p. rah s•.d Al orrn We 20 OL � ® �®e1�8'/�e/r IA v2 kh)*t owt.S-,k vi..adlwMMr101.d. .1Far bUkd.rlrl rYNe. W 1.0.0.0. IIR�1.07 NI MI14S• company 573! LUMBER SHALL BE OF MINIMUM GRADE 8 SPECIES FOR TRUSS SPANS AS NOTED BELOW: (Do u les Fir may be substituted where Hem -Fir Is specified. GENERAL NOTES: (.Jess otrirwm npnoleedl ," CHDS¢E SS OF $1 OF p Of CON OF SS HF 91 HF 012 HF COtJ HF 2400 F 2100 F 1650 F 450 F 1200 F t.wwaemr.n+wtyn.responresnaerrup.:+�'•cwwcta•'-. 2X 6 - 24' 0" 23' 6" 24 0" 22 11 21 2" 24 0 23 " 2 Y bracing. rmp., aro p.rm„ 1. res" rtrr rowan to W designed rid v m4ded by ahaes. a (rsgn.awnr. •en mrotlm'awhnommffeslvi eaWarveam; .TOP CHORD 2X 4 '17' 7• 17' 4• 16 1" 14 .0• t6' 7• 15' 9" 14' 6• 12 7 18 2"- 17 7" 16 7" 15 1U" 14 11 Q°pioskb"n�.'w.'�; "'lb..d,y tlp,pspb,�yaw„a°'w'reeoe°Crras„ry, BOTTOM CHO. 2X 4 24 0 21 10 24 0 + axone art :0tlgwlresarw."" "WEB 22 11 19 2 24 0 23 U WEB MEMBERS 2,4 STANDARD OR STUD GRADE HEM -FIR. 20 Ix HEM -FIR OR AS NOTED ON DESIGN 9. rpaa Mdpng ar rt r n�wr �wided.Mrn shown to L•wV a* ,$ prr r SPACED C. 2X4 STANDARD OR STUO'GRADE HEM -FIR FOR WEB MEMBERS' 2X4 6.0112 PITCH 2/2 CONFIGURATION "`;• l ±OL�O� RD'0F_i_ 32;0_o9F;:I ' PEAK JOINT 'DETAIL - An 8" 2x6 R4.OX4.5,T46 24' 0" 1.5 4.0, 4 2X4 R3.2X4.5,734 18' 2•:1.5 3.2, 3 t2 6.00 Q t 3 t L/10± .. Y4" BJ2 PANEL.POINT SPLICE (5J2) R4.OX4.5,T44 .TO 24' 08 NO SPLICE RO.8X3.0,T31 TO 24' ON' - OFF PANEL POINT SPLICE (81) 142.04.502.5/4 TO 24' 0" t Symmetrical About Centerline FILtNO.: T -24-6-,42•.(24).2/2 DATE: 4/ 2'/79 ;; ': SPF REF.: S-15.78.:-D[ABY: TK. CK. BY: / OL ON CEILING n 10.0 PSF, • TOTAL DESIGN LOAD a 42.0 PSF Is: • 5 PSF CEILING REDUCTION TAKEN, AXIAL STRESS ONLY f LOAD DURATION INCREASE s 1.15 MAXIMUM TRUSS MEMBER FORCES REACTION: 863 SI T 1 -9155 B 1 863 w I 116 Ll V4" 81 SPAN TO 24' 0 • �tT6fr SPRUCE -PINE -FIR R2.4X4.5 TO 24' 0" R2.4X4.5 TO 24' 0" DOUG -FIR SPRUCE -PINE -FIR T2.5/4 TO 24' 0" 72.5/4 TO 24' 0" TRUSWAL CONNECTOR$ t R•3,1rw of Plr O+aMy 20 and 1e gL 119W.Ift.d ah.r $tow Arid r• d.Urp,Istrd an lc o+ DIO:T$ INDICATE SIZE OF PLATE IN INCHES. Model jQ Qr•lalsd by pros '1: g t•M pr a4 In..ir•,.41 ^long. Twm ra t,wwvsnd hro pr Ndr at .1a•,.xs • o.a Hors r• I" Ewr. LUMBER: Shag be of mlNmum grad• a spades as ea W. (Dougfu Fr m•y &M (IMaIaO by prd. •R): 10 MNr pr q.ln..1a•aAx'• Iong. Team we prnard sq per ha• At 2V'05" o.6 News are I" Err. be •utUMed WNr• Hrn•Fr Is opedfied f RWPWo (InMWd by prop, •MP): is a spend R5000 cor.r+dr with bury d#d ror at ram and holes owned. tf Mx *O- rdkaIss 16 ga. slat us W. As c0 w ve xo $L POSMOM O: F+resshe be bated mbohfa olrus• aro pt wed so mercMannsoolrdda.Am)olra amrEML urseuomrMu nand. lFr bask design vMu.L a" I.C.B.O. RRet 607 and FIR# 1460. . .1 1)„n1-1 .. Ell" - Wlb b-15 13 'O'EO BELOW: 1 0 0 as Flr MAY be Substituted What@ Hiom•flr Is specified.) CHDSIZE SS OF 41 OF 92 OF CON VF I SS HF I NJ HFj, .1. v;) j1p:1 A, I p... F 4 'if) - IF ?n 0 F TOP.CHORD 6 36- A I .1h I A- I.- - - I 71...r.., "t 2x a 431. 9. 311' V ;)71..1)* Im" 3 1) .0 BOT76M CHO. 2X 4 1.6 3a' IV _TA 4- 1 3A 33 7" 1 291.)1)• 16' Ala WEB MEMBERS 2.4 STANDARD OR STUD GRADE HEM -FIR. 2x3 #2 HEM -FIR OR AS NOTED ON DESIGN .3 1 101 29...•.S.• 2X4STAI,nAqr) OQ %TlJn:GPAnE HE14-FIQ FOR ":F.1)&,F.wHEL;S SPACEn L 0 1) F_:x=3 ? jA_-'P:S F -J'. ILING 2. E31 In Gn 4 2 J Gm OFF. PAkjFL PnV)T- SPLT'CF (TP) '51. i))! ,, .-:. , " : ..... .. . *;,' `P3F:.CETLl G-QEOljCT-1OW,..-l...• A. y:. 2Xh. 104'OX4.9. 4�`! '*It 1h, Am PEAK JOINT OETATL A- R. [IRATTnN... T14CRE43gg 2x6 R4.0Xh.0,T46 36' 6' 2.0 4.0, a jxn R;I.4X4.5,T?.5/4 T11. 35' 11 j &F148ER. F.OQ, E REA C T I OAZ� t2Xb'R4.0X4.5.T46 30' 0- 2.n 4.nj 4 -4 T 214 k4l.OX4.5, t 4 35p 3' 2.0 4.0, 4 1, 2 : 4 679 PJNFL 011 k' Y S Pt. I C E. TTJP) P.) It hl� n h �4 W.2 2X6 R4.hX6.()#T56' TO 36' a' 12 - ' 2Y4 RlI.11XD.5+,T54T0 35- 39- .. ... . 6 1) 0 q -a. 10f) SPLICE r6assas A.... 72, 41" RI.M..003/1.5 In .Sh' P TO 30 (. - � 1).8X3s0eT31 TO ?.Ai 0■. � � Y ra ' 1} et s 1.5" MIN(Spl.) aqua .7'1. 1p L/15 equal,,. L ashy l. A ;7- B2 '.Bl 0:' 3 LIM IE Joan IL SJ2.. 3 EOUAL'PANELS BOTTOM CHORD T(sh A PANEL Pnjh G FIR. T.3PLTCE' }TO PX7..s R"11.246-0 �214 Q4.6x'6.0'#T54- Tn'.3n 1. TO'.*1 R2.414-.:01,.' - '>T0.:31',9 5 %0 SPLICE 71) t'. 4 31 e'.A X 4 ?X4 ppllr,-FTR . SPRUCE!-PIN.E `r4h T41; . tn. TO: -36, Urs Alt `z 30'.0• :.1105 0 T0'Z)!!. CIVIL OF F PAN�L%1`01111' SPLICE (1,P) 1 1 ;)v . 4. Q;1.4% T2.5./4 . r. . 5 P.5/6 in,: 26 Symmetrical• It' It,* R2.4X4'5'_i,1.5/4 TO 3AP ?X4 0. .S%0.,.:T2 About'. Centerline FILE NO.: TRUSIVAL CONNE CTORS I R -5,Y" il PIMA 9--1 20 It 9- It 9W.100 ~.laid P E AN.LS T .-36.6- 42a SPF Podel 0"TIC'Sat OF 'PLATtiol DATE: LUMBEW be of -wenum wads be &Aq," .11 I'll, 11 MAIN& 800dal as Mild (00442 Firmay.':, 3/1 i/79 REF-: 3-1 -78 BY: CK. BYs set A.,: ro'.Matu It gL afo�k used Al IISOAX PONTIONWO: FIt0a- AhAl to bused 4iribach tam of rvu "plaae lhaswasn,Ws Opfh, 0 ass IF Owl Sftl�Utd 0&wWAA n*" beat dnom vk.& W,LC. ad*• we io OL of B.O. RR#IW? Wd RAO 14M a sigrIode oompa Tan an -H 'o�co�iY'�f 41 in Mfrs If o� .0 0 O q m fu a M .0 :; C21% cc i i M " cu -46. 4�, et "'c . a ID 10 n m . Z; 1. ..:.. cA IV —ncs i:gr c$ G"I 0 x OX v. cA co co." co. z .4 'A. ..a. :xx tR a u4 -D C. rj -fu cu. -4 c2 fA 4A 4A 4b 4A Z '.100- ice cA .42-4 Lit :3 fu o... 'A 6. 1 ju Nw. . .... ca PIL r - 0 4 Ck .MNc C-Iwr 11 .fu AC: 3. 'n -4 c co Al M a r7 OR - 3. M rn w w P - L4'D. 11 ! a , 4 P 0 fp CD to 4A 0� A 0 130 m 3.9 Au 9-.6 ft it 0 I v -Mr 'o oz ww=MZ Oz A Norm z 1. 00 31 _Soo -c c WN :Zf CI 0" F- 3 3 3 y m If o� .0 0 O q m fu a M .0 :; C21% cc i i M " cu -46. 4�, et "'c . a ID 10 n m . Z; 1. ..:.. cA IV —ncs i:gr c$ G"I 0 x OX v. cA co co." co. z .4 'A. ..a. :xx tR a u4 -D C. rj -fu cu. -4 c2 fA 4A 4A 4b 4A Z '.100- ice cA .42-4 Lit :3 fu o... 'A 6. 1 ju Nw. i MAXIMUM RAFTER AND J013T SPANS SPACED 20 • QC1 Ll;FTrTIHG CRITERIAi - ... - .. W•L.2 - -- - <c 1.15 (FOR CEILING J013i RFs1.0. CSIa1.0) T -SI, RZ.Bz3' -' - ..... •3•FB■RF■3• S■W■L"4 9LOPE3<4t OL>■.5■LL -- --- - ---- any pitch (see chart) -' -" ---- ■ DEF _... WsLL 12. 3_LOPEg>a4t12 ALL SLOPES CEILING JOIST WXLL MsLL KK■0L WsL6 - - ...... .... _ 334■E■I rr ._.._-- -•- ••---• •-- PROPERTIE3i DEF<■L/240 DEF -L/160 OEF42L/130 DEF<a 1 T-32 L/240 2xa, S:3. 06 . -1 : -5.-3- 2X6* .32X6, 3=7.563. I=20.797 -- RFz1.15 ......................................................................... RA TER RAFTER SLOPE<4t 12 3LOPE>s4t 12 CEILING JOIST see chart for maximum a ans and -' respective lumber grades _LIVE LOAD :ass>.- 25;OPgF 30.OPSF 40 OP3F DEAD LOAD sxs:> 30 OPSF 25.OPSF 30.OP3F :.40oOP3F' lO.OPSF• TOTAL LOAD-ssa=> 35,OPSF 7.OPSF 7.OP8F 7.'OPSF 7.OPSF 7.OP3F 2z4 stud with T-31. R -1.6x3 37 OPBF 47 OPSF 32 OPSF 7 OPSF 47 OPSF S.OPSf, ov3F (not required if top chord supported) SIZE GRADE E FB � 2x4 X OF 1.3 2100 _ 70 6■ 7 i t ■ ; • plates sized for handl( only and may • 2X4 !il DF 1:8"'ITSO 71 6• 71 1• 6r 5"------- 31 '4■ 7i 0■ 7i • �0; 3• ng y 2xa X2 OF 1.7 1450 7' S■ 7; 0" 6; 5" a• 4! 7110" 7! I• 10! 3• -'-'-'- replaced wtth anv eQual fastener _ 2X4 CON OF 1.5 1050 61 4• 6i 2■ 6; 4• 7'10• 7i 3• 6. S• 91110 2X4 X OF 1.5 800 5, 7" 51 5" d 6" 6i 3: 6i 2• 5i 60 31 S• 2X4 STUDDF 1.5 800 • ■ 1 ■ I S 10 51 S" 40 104 7 5■ 2X4 STD OF 1.5 600 4110• 4i 3" 4110■ 5110• 51 5•• •i10• 7/ 5• �0►10 2Xa SS HF 1.5 1650 7r 1■- T - aT 2.T---- 5i ON 41 3■ 4r 2■ 61 S• 2X4 X1 HF 1.5 1400 To t■ bi a■ 6; 1• 7110.• 7 4• 6 3 - 9 a■ .�� T_ 2X4 X2 HF 1.4 1150 6! 3" 6i 6■ 6. 1■ 71 39 71 20 6t 4• 9i d■ ? 2Xa CON H 1.2 62 5 0" 5' 6" yT 9.- -... 71 0• 61 6• Si 9• 31 0■ 2X4 X3 HF 1.2 650 51 0■ 4;10• 4i 10. 5111• 51 6" / 10• 7 6• �t • y�+a�1s`t 2X4.STUGHF 1.2 650 51 0• 4i10• 4i d■ 5� 3, 4`10• •i 4• 6i 3■ H-6 Str' ' 47'5 -�-art--QY-2�r 3r�--- q 6�- 4110: 4;..4• . 61 e• 4 2 3 3 -' 5 _8v / to F 1.3 1300 11110• : ■ . • 5 •t�7070/. _ �L = - F 11 2 10 2 131 l•12i 3■ 111 2• 16i l•1 1 F 1.7 1250 10111• 101 7" lq. 5■ 12 6 11; 30 10 4 15� tl_i 1 IDF 1S 725 _ 81 4" 8i 1■ . " 111 5•• 10 7 9/ 5•14i6• aa4DF 1.5 725 3T 4■ ---fir Ii- ��• 2�•- d. d. - gi to 71 2• 111 0• 2X6 SS HF 1.5 1200 111 20 101 6" i ■ 3 I 3; 1� 7. 2• 111 0•.(------- 2x6 XS HF 1.5 1200 101 a• 101 S■ q: 6. 12� 1� 11 3 .10! 0• 15!'2• 2x6-4 2 HF 1.4 l0 0 9 9 iy 6A-'-'Tsw-- - I17�- 101 5" _ 91 3• 141 2• �uaKU 2k6 XS HF 1.2 '575 71 5• 7'i ■ 10 2 9 pY 5 13 0�� '?a1.a►� - 2X6 STUDHF 1,2 575 71 5• 7i 2■ 6/ 5■ 7! q■ 71 2• 1 • !l0 - _- - 6 5 9 ■ --- 6_5 71 9" 7i 2• 61 5• 9110• \ ►.o a ... ---' - ---..... _ ----- era r...■ 'EJ'VARIABL (1/1;).• CSI=1.15-""""--"` "- r ��-°...1� 8/22/77 LL DEF=L/240.L/180 3-15-5 AF . q.. , -. a s+0node company _, , ;:: �.. _ �, � . «� � taw � r ;� ,� �. } iP Ij! 7T7 tz 0 ME Ji " ti V4 ART "Ri 0, v D Al ,40 ..... .. .. N I - e 5 r r I 1 n� x M t n � 1 1 1 r'r y ` f r•r � -. - h,wyr^"v''r iww{w}twrr , �� Y r J:. I ,r a I 1 YI r `-r :1 I1 r 1 ` - +' + a i"r r 1 .. 7?.'. , al tjd i it 77- i r tS r� py "E wxrir J , ,y , P ai. r J:. I ,r a I 1 YI r `-r :1 I1 r 1 ` - +' + a i"r r 1 .. 7?.'. , al tjd i X 6 i !II r q , py J , ,y , a q, X 6 i � n.s 4 "4'I+x `rY4 l H.4- 17 . 1 p / Yi"r _ r 1 Y ... _ nier«wyw4Jltw, x m {i r r � •�'11rr _ - : : yy w ) i r 7-77, �---7-7,j- ITX 74 :N