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055-370-118
1 1 055-37-0-087 port 99-0371 BPEM YG�y Calenbar, Paradise (new SF) Vern Hall 055-370-087 pt 99-U443 MORRIS, Mark & Stacey 4644 Calembar Way, Paradise Contr: Vern Hall Fire Sprinkler for BP# 99-0371 055-370-087 99-0784 MORRIS, Mark & Stacey 4644 Calembar Way, Paradise I Contr. Ow,ncr i • 10 X 20 pump house 055-370-087 99-1426 11 MORRIS, Mark & Macey 4644 Calembar Way, P�aradis Contr: l f New open deck %1161b /) h I18 � 055-370-087 99-45A AGRICULTURAL EXEMPT PERMIT 1 Mark & Stacy Morris Horse Bam, storage of hay & tractor W/rO55 S�ID- /l� 055-370-118 Fire Damage Report 4/29/03 1 � i FIRE DAMAGE REPORT,, I'Yl� OWNER: DATE: Lf h 2b3 LOCATION: �y' Q CY�i ✓ ,�Y / A.P. # OL"��% CONTRACTOR: ZONING: DATE TO INSPECTOR:(.XJPERMIT HISTORY:(',) NONE ) AS FOLLOWS: UILDING INSPECTOR'S REPORT 0 `7 Building Description: i Commercial/Usage: - Residential/# of Units: Currently Occupied � Abandoned/Vacant Electric: / Yes V No Condition of Electric o Gas: j currently On_� Off Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Description of Damaged Area: _ i C_ �?' ✓� Q Estimate Valuation of Damaged Area: Condition of Mobile Home: Condition of Utilities: Inspector. /Il i n -1/_e Sketch building on reverse -and indicate area of damage. Date 4 Z,1, , 0 37 e. SMALL LAND USE DOMESTIC ' FIRE ACRES TYPE OF ACRES DIAMOND 5 ONLY $ DAMAGE TYPE IDOLLAR:DAMAGEr = 5000i001* SAVE 0.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES # CIVILIAN FATALITIES 0� EMD ❑ DES ❑ # FF INJURIES J # FF FATALITIES FC=40 INFORMATION ♦ J New Incident FC -40 ❑ DATE OF FC -40 INC AGENCY INC # INC P# • FC -40 COMP DATE I FC -40 COMP BY r County Notifications ® EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ r , r DF/BUTTE COUNTY FIRE INCIDENT 1.04. DATE 03/15/2003. INCIDENT NUMBER' 2808 LOGGED BY JRB ' REPORT TIME 20:32 LOCAL FIRE NUMBER'. i acr I nrtal Firo RO MANCINI STATE FIRE NUMBER . 65 tact crarp F�rq BI CASE NUMBER MEDICS LOCATION 4644 CALANBAR DR PRA' H41 ECC ❑ RP IF PHONE NUMBER 8729417 I REPORT METHOD 1911 WILDLAND FIRES ❑ ESTIMATED ACRES = FIRE INFORMATION ' STRUCTURE FIRE RESIDENTIAL I FIRE INFO SENT HOW EMAIL BY JRB TO STA35 OTHER FIRE 7 -DAY LOGGED INITIALS JRB MEDICAL AIDS INCIDENT NAME STEPHANIE PSA/OTHER START DATE 03/15120031 START TIME r 20:31 ' HAZ MAT DIAMOND # 2.0 COMMENTS �' . CAUSE MISC rs.. SMALL LAND USE DOMESTIC ' FIRE ACRES TYPE OF ACRES DIAMOND 5 ONLY $ DAMAGE TYPE IDOLLAR:DAMAGEr = 5000i001* SAVE 0.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES # CIVILIAN FATALITIES 0� EMD ❑ DES ❑ # FF INJURIES J # FF FATALITIES FC=40 INFORMATION ♦ J New Incident FC -40 ❑ DATE OF FC -40 INC AGENCY INC # INC P# • FC -40 COMP DATE I FC -40 COMP BY r County Notifications ® EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ r , r .f NOTESRESIDENTIAL PEI055-37-0-087 p CalParadise enbar,, _.-99-0371-BPEM-`"`r (new F) Vern Hall c t SPECIAL CONDITIONS CHECKED �r BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ;� -i S_1 . ✓ = OK 0 = Not OK -• NotAppTicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements' 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh ? 16. 'Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s i Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances "Soils-, Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal Date. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses v 't 9. Siding; Nailing -Veneer -Stucco -Mesh ? 16. 'Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. "Soils-, Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UPderfloor (Plans) OK except W's I Date / FRAMING (Continued) 1s,Post Caps -Anchors -Connectors Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ice Ties or Type A Flue -Fireplace Throat Clearance _ ccess; Size & Romex Protection -Draft Stop -Ins. Baffles B indows or Exiting Doors -Si t. & Dimensions 1. G de Fire Protection Framing IL9 e L ,__._ ,5W.,"Prcqwtfl,jne Firewall & Openings oors-One 3' -Check Garage 3rd Story, 2 Exits St ; Width -Headroom -Rise -Run -Landing -Fire Protection Srf PIXWzod on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer to es - tip Screed -Fd. Vents-Underflr. Access ,o ( zing Area -Glass Protection-Skyligh ts4lastic Shear -Walls; Nailing -Bolts A%0— 4/f/4 / (A/Ftg., e1n; Soils-Elec. Grnd.-/ /" Ftg. Depth g., G ge; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ),6 A. orches & Decks; Soils -Steel-/ /" Ftg. Depth tem s, Main; Steel -Bloc outs -Wrapped Date Date Date temw IIs, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped me-'un 8. Piers -Fireplace Ftg.-Steel -,66'_54-room 1. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 7. 1 , Gas Pipe; Size Anchors - Yard G ' ng; Si 68. 1 ater Pipe; Test -Anchors -Regulator -Service Test 69"Stq0&& ectric Underground 13. PI 'nums & Ducts; Clearance -Material -Support -Ins. _ 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies 7 Access & Ventilation 16. Insulation Date Card B- Date Card B-1 Date (, Card 6-1_64,J Date Card B-1 Date PLUMBING (Permit) OK except #'s 7 . ater Htr.; Vent -Access -Co e 8 at Pipe; Test & Anch r -Nail 7.. Test Fittings & Anchor- ail c ' 7 Shower Pan; Test, First Flo r -Tub Access 8 21. Te5j2b & Shower, Second Floor -Tub Access 8 Gas Pipe; Sixe & Anchors Clearance Looked under Floor O Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s 23 ixt & Transformer Clearance -Ins. Protection le eceptacles Spacing -Lights & Switches at Doors Siz kes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. ,9L__<or3ex qu' . 'round made up w/Mech Fasteners -Bond Gas & Water 2 A nce Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size-/ / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No ,Wls rvice-Riser Conductors & Ground Main Disconnect 3 Equip. Clearances Panels-Motors-Mech. Equip. C thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHApfdAL (Permit) OK except #'s A. ucts Insulation & Support V `Fan, Exhaust above insulation L3?"'Cgpdensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet ?9_ptiticcess & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s Sits roper Materials & Anchors all tuds-Nailing Spacing & Braces -Plates -Sound 4 earl Walls over Girders & Floor Nailing 4 ra Stop in Walls (rat proof) 4 it tops, Furred Ceilings -Stairs -Chasers -Tubs 45-Aleaders & Beams -Size & Bearing / FRAMING (Continued) 1s,Post Caps -Anchors -Connectors Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ice Ties or Type A Flue -Fireplace Throat Clearance _ ccess; Size & Romex Protection -Draft Stop -Ins. Baffles B indows or Exiting Doors -Si t. & Dimensions 1. G de Fire Protection Framing IL9 e L ,__._ ,5W.,"Prcqwtfl,jne Firewall & Openings oors-One 3' -Check Garage 3rd Story, 2 Exits St ; Width -Headroom -Rise -Run -Landing -Fire Protection Srf PIXWzod on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer to es - tip Screed -Fd. Vents-Underflr. Access ,o ( zing Area -Glass Protection-Skyligh ts4lastic Shear -Walls; Nailing -Bolts A%0— 4/f/4 / Interior/Exterior Wall Panels " Insu on -Walls -Ceilings ),6 nfiltration-Walls-Windows Date Date Date Card Date Card B-1 Card B- Date Card B-1 (Plans) OK except #'s E.Xt S. eps-Door & Sidelight Protection -Landings S e Detector me-'un Vents-clearance-Comb, Air-Connector- arage; Above Floor-Ducts-Mech. Protection -,66'_54-room Exiting 7. & Bath Fixtures & Tub Access -Spa 68. EI nm & Subpanel, Breaker Sizes & Labels 69"Stq0&& Rails 7 . F' ace or Stove, Clearance -Hearth 7 E�utlets at Wood Panel, Int. & Ext. at. & Appliance; Ground -Air Gap -Cooking Clearance 7,' -EI utlets & Receptacles at Kit. Counter 7 . G ge Fire Door; Swing -Landing -Closure 78'-A .uct in Garage -Damper 7 . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in S.06rage; Above Floor-Mech. Protection Plb lec. & Mech. Equip. Listed for Location 7.. Eipe.-fieceptacles in Garage (F.F.I.)-Romex Protection 7 Insulatfirn-Foam-Looked in Attic 8 Gy3sd96ails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes $ . Follo_yring Instld./Drive 0 Yes ❑ No/Walks 0 Yes 0 No/Planters 0 Yes 'J No 8 ent ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86,-a ell, Disconnect, Electrical, Plumbing E for Elec. Trim, G.F.I. Receptacle -Underground Ve ation Throughout House GI s Protection 9 Correcloles from Previous Inspections 91. Ga est -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 3 EnqW Compliance Certificate -Other Certificates ddress Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION - .-. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 c 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE � R -371 3 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is :s. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION .DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION .NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the above address ice"immediately. uld be corrected. Please notice this office when correction of work is complete . If y y questions pertaining to this matter, or need additional explanation, and Please cntlict f.-. _._-.. ".-ems ,.-, `"�"�+,,.-�}•,� 7._��,i%�s�-'.."+i.'�`'s.�F .-. .i..Yti' �.,�'�.� =: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF•DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530).538-7541 ,.,'CORRECTION,NOTICE OWNER" j r PERMIT NO. , s A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 'z w h �c i 'S Date Inspector REV 10/9 == `7 CERTIFICATION OF INSULATION r . ADDRESS OR TRACT o SACRAMENTO INSULATION CONTRACTORS. _ LOT at ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 [1'3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED CEILINGS •�• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL' MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS' MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE z APPLIED R - VALUE APPLIED MIN. INSTALLED , . R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS ' 9u . t�1q. - KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS' OCF - AIR INFILTRATION SEALANT - MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY,THAT INSULATION AND/OR SEALANT. HAS BEEN INSTALLED IN CONFORMANCE WITH APPL•ICABLE,CODES, MATERIAL STANDARDS AND REGULATIONS. , SIGNATURE -INSULATION CONTRACTOR TITLE DATE z. MANAGER . (o— SIGNATURE—GENERAL CONTRACTOR ` TITLE DATE REMARKS: SIC -303 "` BUILDER COPY -r i .�r� , �L 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 t Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)' �,� APPLICATION AND PERMIT' 99-0371 ASSESSOR PARCEL LIMBER 055 -34f -Q-087 PORT ZONING 'PP_1 BUILDING PERMIT OWNER AND STACEY MORRIS TELEPHONE'MARK 2 -40/.17 SO. FT. OCC. BUILDING VALUATION R 133,110 . OWNERS MAILING ADDRESS' 577n MARK ROAD, PARADISE 730 U 13,140: CONTRACT'S2465 \4� RNA C- ` TE NLo CONTRACTORS MAILING ADDRESS 7166 BEVERlY, PARADISE C 9-59-6-Q- -:-A- --EE,QQiNSTRUCTION LENDEA _ LENDER'S MAILING KESS r , Cr G.s C7� i Fireplace Total Valuation $ ARCHRF�C�4ft1N,ft TVOS 1't([j lel( lJ i� J LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 849-90 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 547 63 BUILDINGADDRESS CALENBAR, PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ 1 AL LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 12� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each as water heater or vent 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15 QQ Building sewer 15.00 Mobile Home S G W 14 @20.00 ' PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 ES Main Service zoo'0 LEESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license.is in full force and effect.OWER �,., it L/11 License Class Lic. No. ! OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO lOCU00A 46.00 WEL200A NEW CONST. DWEWNG OCCUP. OR ADONS. ( 8 ACC. BLD S. So.p `3•50FT. 18.83 NEW NaD,oT MULTI.OtmET 97,50 APPARATUS 8 PSINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL o .50 Ex. Occup. DFIXUTtEEDTSA R1D,OFR,p 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 154.83 MECHANICAL PERMIT Fling Fee 20.00 Heating 30.00 Cooling Hood 6.50 Ventilation PERMIT FEIE $ Rn sn Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100)•or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comply with those provisions. j /� X � a'—, Date � �159 . Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excava ions over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 cc R� CONST. TOTAL FEE $ 1,857.46 X D. FEES IMP Ix FLOOD CDF PARCEL PD H IS This permit is hereby Issued under the applicable provisions of the tte Coun Code and/or Resolutions to do work inc ed fo hich fees have been paid. di G} By Dat 7 PERMIT EXPIRES ON It20co gra ReceiptNo. i2ti a zlG Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT h r 7 { 11 134. EE ' eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ,W3 Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- r ey *CQUNTY O BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (916) 538-7541 R. / PERMIT APPLICATION DATA SHEET OWNER: 101. ASSESSOR PARCEL ER: Proposed Buildin Use: Building Inspector: At time of permit application, I was advised the following data must be submitted prior to perprocessing and/or' issuance: Date Received By ❑ 1.jitelinshavebeen submitted.------------------------------------------------------------------------------------- pans, sets, signed by the preparer of plans. --------------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------ 117. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. -----------------------------------------------------------------------------------7------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ C� Fees of '$ f 2 C.& _ 0 3 +- —------------------------------------------------------------------------------------- � ^ C' q Impact fees as shown on the attached schedule.-------------------------------------------- I,I----— — California Department of Forestry plan approval/fees. ��-- `� �/__z S _ /y� S ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- � Y _anitation and plot plan approval Health Department. ------------------------------------------- 1115. City of Chico plumbing permit. ----------- - ------------------------------------------------------ 0'16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: 0k," • (B) Parking: -------------------------- 8. Contact Land Development about 9 Improvements, ❑ Drainage', gal Parcel. ----------- ---- - - j � Encroachment Permit for driveway (construction aPProval prior to occu ancY). , � ------ ----- Z—ZS' li/ ❑20. Pre -inspection for required Request to Building Inspector on _ (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). --------------------=-=------------- El 22. ----------❑22. Workers' Compensation carrier and policy number. -----------------------------------------------,= ------ , E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----------------------- --------------- ❑24. Iter of signature authorization. -------------------------------------------------------------------------------- rd�d copy o�Agricultural Acknowledgment Statement. -------------------------------------------------- ' — 26. Letter of intent on building use.----------------------------------------------------------------------------------- ' ❑ 27. M a�da—ctured Home utility clearance. --------------------------------------------------------------------------- 900. _..-ing violations and/or expired permits. ----------------------`------------------------------------------:----- 0433 A, 9prant /D1eed, �❑p M.H. Title, ❑ Check to H.C.D $ ---- Other: t d a -I- p T aw ccs vs �,,� s i 4__ / `C- - When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to con -cle hone %� ^7 c�� 7 and ld for pickup at � 6Aand office. ❑ De wi �pplicant: _ Date: o - ent, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent o Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index pemmit application for the above items numbered: El Plan Checklist 2. Additional items required: - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the -above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Dion counter, by Date:��� Plans reviewed by: Date: Plans approved by: Gd— I Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note tr er by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER JS ��� i`S A.P. # 0S,5' -37o— O97 w f' c PROPOSED BUILDING USE 4 J ,i DATE RECEIPT # DATE REC _0_4�—DING PERMIT FEES -- Balance Due ................ $ /2 64.567 3 -- Additional Fees Due ........... $ / -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ _(Pgj�CHOOL DISTRICT FEES P��,7in, C, j (p 'd at District Office) ^( SHERIFF FEES (paid at Building Division)_ � 0 ' dential ........ x $360.00 = $ � 6 Q. Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - =$ #Units Amt. Commercial (sq.ft.) .. x _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES, (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) C7, -;§RA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) /°or �d�/�..• 8. WATER TENDER FEES (Battalion # ) � /' � � ,_� 00.00 (paid at Building Division) ZL_ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. PLICANT DATE Pursuant to Government Code Secti n 6 20, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The, requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) L ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 P Telephone (530) 538-754 ERMIT NO. `Y �- o _CP (Rev. �APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - _'Y 70 ZONING C- /U BUILDING PERMIT OWNER I r I Ce TE 7� E / SO. FT. OCC. BUILDING VALUATION OWNERS MAILING AODPVS Do CONTRACTOR'S NAME TELEPHONE _Lo -2-SC " CONTRACTORS MAILING KOOR CONSTRUCTIO NDER d= 144Q LENDER'S M NG ADDRESS Fireplace d0 • �� Total Valuation $ S%OOH. ARCHITECT OR ENGI LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ e BUILDINGADORESS LI / Energy Plan Checking Fee $ 2-3, a v $ PERMIT FEE $ fl -/3:3. /3 LOT NO. SUBDNISIONSNAME PARC MAP• PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF `Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Sup Each aas water heater or vent 15.00 45,c,0 TYPE OF WORK Newddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: �j r- _ Other ❑ Gas i in stem 1 - 5 outlets 15.00 S c..d Buildin sewer 15.00 ,op Mobile Home I S I G W 920.00 PERMIT FEE $ -- ELECTRICAL PERMIT Fling Feel 20.00 LESS Main Service so OA OR LESS 23.00 23.40 / '/�_-(/-, / v - �j Gi ✓ ` k b ` Main Service 200A TO IOOOA 46.00 NEW CONST. ( DWELLING OCCUP. OR ADDNS. 8 ACC. BLDS. . NEW CONST. MULTI.OUTLET NON•RESID. N35 POWER APPARATUS SINGLE OUTLETCIR. Ex. OCCU . OUTLET OR FIXTURES UTLED (RESI.OREx. Occu oFIXED REBID. EA Temporary Service 23.00 Mobile Home Facilities 1 20.00 Misc. Wiring 23.00 PERMIT FEE S 3 MECHANICAL PERMIT Fling Fee 20.00 Heating, /) "- , Cooling Aood 0 b,Gvo Ventilation ation 2- 0 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspectio Fee $ UO ° CONST ' OTALFEE HAL. 1 D. FEES IM FLOOD DF PAR HD ISSUE This permit is herebyued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the a able provisions Resolutions to do work been paid. Date to Receipt No WHITE-D.D.S.-B.D. C ARY•ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT APR— 2-99 FRI 15:01 Env'Health—Chico 5308956512 P.01 USE O Y Plot Plan Attached Floor Plan Attache —tt 'e Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ('steer, 60 Jr- Rj il,rd vl OS"S'- '70 - Owner Location AP# Plan Approved for: Sewage Disposal jr Water Supply: Public Private Weil Clearance for 3 b dwelling. Other I _ (&ol � Inal for: hZ- Cerb F Final clearance O.K. for: NOTE: Date Environmental Nf Post -It" Fax Note 7671 Date pagoa► s, �.r...-� r .. , ...�. ;r, ...1++-r� r('I,r ...'�+' n 1... ry •Y ....iy rPit`Grr�-:-,.�. .iL ,� �rrr*ly ions...•..-...�..,.�'•.,•a � .. .. ..1 `•.r, b�a�'r �:. r,-� �'T'^- H�.�...• ys,:,.. ._ - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �t� Building Department No. A.P. Number Y Z Jurisdiction: City County Property Owner Property' Location/Address ~" vq Subdivision Lot No. j� 1 Residential Development Sq. Footage . Nyo, iving Mobile Home Addition/ Supplemental to (Group R) xOnds 'y i" *`lrWa?flation �" •� A "r" Conversion �' i 'Permit # '(No foundation inspection): Commercial/Industrial Sq. Footage New Addition Building Department Representative (Including Exterior Roofed Areas) Date t moor rians revIewea Dy acnooi uisinci rersonneu District I e tification No. �' t✓ V3 School District certifies that !tQ� /� (Applicant) -7 (Street Address) (Phone Number) (city) �.� (State) (Zip Coder-, has complied with the requirements of_,Resolubon No.y �� ., by payment of $ *25 representing • square feet. _t q_ .� AB 2926,;. FULL MITIGATION _.. Sc o District Representative Data % Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm -s, ... / �a6..�:�_. �6 0 20 0 _ __ -- — /7� � �f� Alii) WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 999-00 1 44 1 7 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON • Assistant 03:52PM 02 -Apr -1999 REC FEE 19.00 Myles Page 1 of 5 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to 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 inconveniences or discomfort 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 cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count• has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County. of Butte, State of California, described as follows: Date: S ` 10- 1� PROPERTY OWNERS: • _C�G-L`� 1 State of C14forni2 ) County of ) On 1 C before me, personally appeared AAd personalh known to me (or proved to me on the basis of satisfactory evidence) to bperson(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed Itsame in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ..CAROLE.PREECS 0C-M4M Ji 1.181276 @,COMM. NO1'NRY^,•:;_':-CALIFORNIA E BUT 1'COUNTY 0 Signature Seal: EXP. APRIL 26, 2002 .kp.g �- 370--©S7pl- CAROI.E PREECS ; d COMM. 01181276' OTARY PUBLIC -CALIFORNIA Q BUTTE COUNTY 0 COMM. NEXE. APRIL 28, 2002 ORDER NO. 3-63628SML LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOP►S: PARCEL A: PARCEL 1, AS SHOWN ON PARCEL MAP OF A PORTION OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, FEBRUARY 29, 1984', I.N BOOK 94 OF PARCEL MAPS, AT PAGE 68. CERTIFICATE OF MAP CORRECTION RECORDED FEBRUARY 27, 1985, UNDER RECORDER'S SERIAL NO. 85-5536, RECORDS OF BUTTE COUNTY, CALIFORNIA. RESERVING AND TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER ALL ROADS AS SHOWN ON SAID MAP. AP# 055-370-087 PARCEL B: BEING A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, NORTH 870 39' 46" EAST FOR 164.44 FEET; THENCE NORTH 280 34' 11" EAST FOR 83.00 FEET TO A POINT LOCATED IN THE CENTERLINE OF WAYLAND ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBPD; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 28° 34' 11" WEST FOR 83.00 FEET TO A POINT LOCATED ON SAID NORTHERLY BOUNDARY LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33; THENCE CONTINUING SOUTH 280 34' 11" WEST FOR 395.39 FEET; THENCE SOUTH 440 11' 31" WEST FOR, 637.34 FEET; THENCE SOUTH 270 57' 41" WEST FOR 586.58 FEET.', MORE OR LESS, TO A POINT ON THE NORTHERLY LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33, SAID POINT BEIIIG LOCATED NORTH 880 40' 33" EAST, A DISTANCE OF 616.31 FEET FROM THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 270 25' 39" WEST FOR 1095.09 FEET TO THE BEGINNING OF A TANGENT 500.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 200 29' 21" FOR AN ARC DISTANCE CONTINUED ORDER NO. 3-63628SML PARCEL B - CONTINUED OF 178.80 FEET TO THE END OF SAID CURVE; THENCE SOUTH 60 56' 18" WEST FOR 135.91 FEET TO THE BEGINNING OF A TANGENT 100.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13° 25' 53" FOR AN ARC DISTANCE OF 23.44 FEET TO THE END OF SAID CURVE; THENCE SOUTH 200 22' 11" WEST FOR 100.54 FEET TO THE BEGINNING OF A TANGENT 1100.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 47' 42" FOR AN ARC DISTANCE OF 188.05 FEET TO THE END OF SAID CURVE; THENCE SOUTH 30° 09' 53" WEST FOR 689.95 FEET TO THE BEGINNING OF A TANGENT 1700.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE, THROUGH A• CENTRAL ANGLE OF 90 41' 3011 FOR AN ARC D I STANCE OF 287.56 FEET TO THE END OF SAID CURVE; THENCE SOUTH 200 28' 22" WEST FOR 191.28 FEET TO THE BEGINNING OF A TANGENT 1063.20 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 100 12' 21" FOR AN ARC DISTANCE OF 189.38 FEET TO END OF SAID CURVE; THENCE SOUTH 300 40' 43" WEST FOR 351.47 FEET TO THE BEGINNING OF A TANGENT 650.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 130 18' 10" FOR AN ARC DISTANCE OF 150.92 FEET TO THE END OF SAID CURVE; THENCE SOUTH 430 58' 53" WEST FOR 182.12 FEET TO THE BEGINNING OF A TANGENT 350.00 FOOT CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 320 55' 05" FOR AN ARC DISTANCE OF 201.09 FEET TO THE END OF SAID CURVE; THENCE SOUTH 110 03' •18" WEST FOR 148.56 FEET TO THE BEGINNING OF A TANGENT 550.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 100 54' 58" FOR AN ARC DISTANCE OF 104.79 FEET TO THE END OF SAID CURVE; THENCE SOUTH 21' 58' 46" WEST FOR 170.77 FEET TO A POINT LOCATED ON THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 33, SAID POINT BEING LOCATED SOUTH 890 44' 51" EAST, A DISTANCE OF 37.94 FEET FROM THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33; THENCE SOUTH, FOR 30.00 FEET; THENCE SOUTH 890 44' 51" EAST AND PARALLEL TO SAID SOUTHERLY BOUNDARY LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER FOR 1263.16 FEET; THENCE NORTH 310 29' 54" EAST FOR 35.09 FEET TO A POINT LOCATED ON SAID SOUTHERLY LINE 09 THE, SOUTHEAST QUARTER 017 THE SOUTHWEST QUARTER, SAID POINT BEING LOCATED NORTH 890 44' 51" WEST, A DISTANCE OF 14.28 FEET FROM THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE CONTINUING NORTH 310 29' 54" EAST FOR 27.46 FEET TO A POINT LOCATED ON THE EASTERLY BOUNDARY LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING LOCATED NORTH 00 09' 51" EAST, A DISTANCE OF 23.48 FEET FROM SAID SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, SAID POINT BEING THE END OF SAIL) CENTERLINE. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT TO BE LENGTHENED OR SHORTENED TO INTERSECT DIVISIONAL SECTION LINES OR PROPERTY LINES. CONTINUED ORDER NO. 3-63628SML LEGAL DESCRIPTION - CONTINUED PARCEL C• BEING.A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING SOUTHERLY OF AND COINCIDENT TO THE.FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORN3R OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, NORTH 870 39' 46" EAST FOR 164.44 FEET TO THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING CONTINUING NORTH 87°•39' 46" EAST ALONG SAID NORTHERLY BOUNDARY LINE FOR 274.74 FEET TO A POINT LOCATED IN THE SOUTHERLY BOUNDARY LINE OF WAYLAND ROAD, SAID POINT BEING THE END OF A TANGENT 280.00, FOOT RADIUS CURVE CONCAVE TO THE" NORTH AND BEING AS SHOWN ON THAT CERTAIN PARCEL MAP FOR DI DUCA BUILDING, WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 86 OF PARCEL MAPS, AT PAGE 30; THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY LINE OF WAYLAND ROAD AND ALONG THE NORTHERLY BOUNDARY LINE OF SAID NORTHEAST QUARTER OF SECTION 33 FOR 60.00 FEET.TO THE END OF SAID DESCRIBED LINE. ILLEGIBLE NOTARY SEAL DECLARATION - GOVERNMENT CODE 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of. Notary ` Exp -Date Commission ID#1051-1(Manufacturers County L' DCI NeOts State J Place of execution e Date 1 h g ID# NNk END OF LEGAL V RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Q�Ji(i.� BUJLDINGPijt�:~:;ER: PLAN CHECKER: „�� AP.NUMBER. Y .. `� -•�� �a::-�� RAL- U Zoning requirements: (side yards and number ofpermitted Valuation.Imag carts) Plans signed by designer. Proper description of work on application Existing violations on property. L.j�Lecoiotice o�data sheet, (Impact Fees, Environmental HeaW Developer Fees; etc.).: of violation plete parcel size and dimensions._ , .. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.AU. & FAS. road setback. Building or utilities across lot lines (Record form). [^^'n T%Y A%T- Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptac es; and_exterior receptacles for maintenance of mechanical equipment Location of water heaters healog and cooling equipmen other electrical or gas equipment Garage firewall, door size anc oser (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct buildinj Roof construction details complete enough to construct building. — Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Shectrock nailing inspection required? July 1996 3,2 :i ANEOUS ITEMS TO LOOK OUT FOR., Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section ISO 1). Roof covering type - (fire hazard). Foam insulation = protection. e 36' halls and stairways. Living area over garage - complete 1-hour'separatioa regirir+ed on -garage side including supporting walls and posts. Two exits on three- story dwellings (Section 1003). Underfloor aces and ventilation (Section 2317.7). ; Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplam. Energy design. Flashing at all exterior openings. C.D.F. responsible arra requirements. July 1996 3.3 11 9, INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: _Scyi`f" /3�cv , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Mor my SEPTIC: WELL: AP#: 0 - 370 -69j 7 ADDRESS/LOCATION: [ �(e4� REQ /at cd Comments:ati c- ce4K/.. c r�e.�(_ GUmemos/releasehold sa \ LAND DEVELOPMENT CO BUILDING VIRONMENTAL L PERMIT CLEARANCE Building Permit No. OWNEME RS N C -� EL 1-1/l1 %4^/ NUMBER 0.55- 370— Q8 7 2�6- Z PRINT LAST NAME FIRS Ll ADDRESS / LOCATION: COUNTY ZONING ,. DESIGNATION: //Z/0 eUR FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: j 39, 99,4 C PARCEL CREATION BY DEEDS OR MAP ° ✓ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: " .YES ` `' NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: ' MAP INFORMATION: PON DATE OF RECORDING: LOT z BOOK / 4� PAGE 97-9q --- COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of, road. —2. Maintain a ft. building setback from right-of-way/centerline — 3. _ Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. —9. Connect to a public sewer system. ,X10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 14(o M 97-:�� �=O F 0,0N D f TIONS _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. . Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system Which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte, County Code. _ 19. , Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. - _- 22. 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE ~``i�..~. -~' \ _� ^ �� �~��*******�**********�********************************************* ****************************** * ' ' P.8� * ` * ` , ~ /' `` ^`` TRAHSACTl0H REP0RT ^ �. * \ � , * � APk- 2-9Y Fkl 15�8\ * .* � * � * DATE START RECElVER TX TIME PA�ES TYPE N0TE � ^~ *- * * * APR- 2 �5�80 4�2{48 38» 1 SEND 0K * � ^* . ,,_ * , ********************************************************�*********************************************** Post-it® Fax Note 7671 Date -pages { From I L VN To f Co./Dept. Phone # Fax # WKi�-R�.� • I � E.H. USE ONLY Plot Plan Attached�� Floor Plan Attached � Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ' IUf�s��zs C�cle�-n �aa� i2ae 19 *�! OSS -.370 067 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -3 b dwelling. Other Hol, inal for: _ Ahs eer ri< Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 , r '� � 1 ."� i �' � !. i 1 � t� •� � •� �_ r '� � 1 ."� i �' � !. i m :c c— > m 0 3 C7 0 CD DESIGNED BY: JOB DESCRIPTION:- 'n m0 JOB LOCATION: m z z mc walk-in MARKS STAGY MOAAI's' Ed WdSE:EO 6661 8T ZU_V /_2_8 02S 'ON 3NOHd 3DWiSISSO NOIS3G I L n 3 o o 0 o w DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: m m 1) �- z " o MC walk-in MARK 6 STACY MORRIS ob Name: MORRIS ERG X -LOC REACT SIZE RQ:�' D 1 U- 2-1.2 1221 5.50" 1.50" 2 14- 9- 4 1221, 5.50" 1.50" TC FURM AXL EDD CSI 1 -3997.02 .35 .37 2 -3997 .02 .35 .37 BC FQ2CE AXL EDD CSI 1 3787 .28 .34 .62 2 3787 .28 .34 .62 WEB FC13'E CSI WEB FCRCE CSI 2-5 2105 .43 TOP (TERD 2x6 FL 42 BOr CHID 2x4 FL #1 TAM 2x4 FL SI7 Pexit8prevnen�t ro o h/tqis � � HM 19 others) to and Aim /IPI 1-1995; 10.33 4. and 10.3.4.6. PLATIIS' BASED CN GREEN UMBER VALUES. 2 -PLY! Nail w/10d CCMlZN, 0W-91 Sect. 12) in: TC- 2/ft BC- ft WEBS- 2/ft 3-3-15 1 MO -2-7 es are 20 gauge Truswal Conne , PLATE : 34 Truss ID: A Pla ' PMI/'IPI - 1995 M_ITS iI IS THE 034PCSrIE RESULT' OF KATIPLE LCAD CASTS. PLATE VALUES PER ICBO RIMPlal REPUU #1607. Gable verticals are 2x 4 web material spaced at 16.0 inches o.c. unless noted otheswlse. Ttp cihctrd a24.0 in of uniform load at 16 psf lige lead and 11 psf dead load. Additional design o3risideratians trey be required if sheathing is attached. to intervals. �plie3 t berdirx3) . his truss requires adequate sheath=. as designed by yy oU-crs �pAied to the fare pxovidim lateraY start for webs in the truss plare and creating shwr action to resist diaphragn lam 2-PLYS 7-6-0 1 7-6-0 REQUIRED F5 00 _500 Drwg: A This tnass is designed using the UBC -97 Oxk. Bldg Enclosed = YesEnd 7rne c.cn'te/Ocean Lire = N� ,, FCategory = C Bldg Length= 96.00ft, Bldg 4Tidth - 400.00ft, Mean roof height = 21.91ft, MPH = 80 Classification = 4, Dead Load = 21.0 psf -----LCPD CASE #1 DESIGN LanES---------------- . Dir L.Plf L.Lcc R.Plf R. Loc IL/`IL TC Vert 108.0 0- 0- 0 138.0 7- 6- 0 .51 TC Vert 138.0 7- 6- 0 108.0 15- 0- 0 .50 BC Vert 20.0 0- 0- 0 20.0 15- 0- 0 .00 144X DEF EICTICN (span)) : L/999 IN MEM 5-66 (( L_ -.12" D= -.16" T= -.28" Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 7- 6- 0 5 7- 6- 0 3 15- 0- 0 6 15- 0- 0 0-$ 3.00 -3.00 Q --M 7-0-8 t r 2-0-0-g- - 7-6-0 2i - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Job: .EJ. WO: J9103 "Ibis design is for an individual building component. It has been based on specifications provided by die component manufacturer and done in � accordance with die current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensio a est .f�C ® verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on ` �. Date: 3/ 8/99 this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor C�yY i lnC DurFaes L=1.25 P=1.15 WesternWood sheadung and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moistur TC Dea psf Rep Mbr Bnd 1.00 ® Fabricators content o(the wood exceed 19 %and/or cause connector plate corrosion. Fabricate, handle, install and brace Uhis wss in accordance with the fo ow gC LiveEp ��Q O. C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Tmswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' 3700 Riego Road, Elverta, CA 95626 (QST -88), 'I;ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11113-91) and'IiIB-91 SUMMARY B e 10.0 psf � Spec UBC -97 SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 3 gf Seqn 09.30.98- 71050 lob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: Al Drwg: Al EFX., X -IOC RD= SIZE REQ'D TP allM 216 FL #2 P]ati'r spec AIM/TPI - 1995 UPLIFT. REAMCN(S) 1 2- 2-12 703 5.50" 1.50" BCJI' CiCRD 2x4 FL #1 THLS L&5T(31 IS THE CMDOSrIE RESUUT OF stpptut 1 -102# 2 14- 9-'4 703 5.50" 1.50" NO 2x4 FL SI74lDAM MULTIPLE LCAD CASES. t pp� 2 -102# this design meet or exceed the loading imposed by the local building code. It is assumed frac the top chord is laterally braced by tie roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral PLPLATINGBASED IN G ZEEN LLVBFR VALUES. PLATE VAPiIES PER ICBO RF I RaUU #1607. This9ttis is designed using the TC I= AXL RD CSI BC Live 0 ; LBC -97 Code. 2 -1563 .02 .21 .23 w}1, Bldg R-ciceed =YesEhd Hjr cane/Ooam Line = Db ECateq�ory = C BC Dead 10.0 ps Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Bldg - 96.00ft, Rlci3 Nfidth = 40.00ft, BC FQ2CE AXL END CSI Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Main roof height = 21.82ft, VM = 60 1 1434 .21 .11 .33 Classificatich = 4, Did Load = 21.0 psf 2 1434 .21 .31 .33 M FORCE CSI WEB I= CSI 2-5 809 .33 -5 00 6-6 MAX DEFIECLTIN ( ) Lh/999 IN MFM 5-6 (LIVE) L= -.05" D= -.07" T= -.12" = Joint Locatims = 1 0- 0- 0 4 0- 0- 0 2 7- 6- 0 5 7- 6- 0 3 15- 0- 0 6 15- 0- 0 1 plates are 20 gauge Truswal Conne, WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. js PET.' V0 WO: J9103 ® This design is For an individual building component. It has been based on specifications provided by die component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is for dimensional Dimensions to be Chk: CM " {e ^ assumed accuracy. are I. SEC Date: 3/ 8/99 verified by tie component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that tie loads utilized on 16.0 pa ,V De �. .' Ce L=1.25 P=1.15 �Bnd 1.15 WesternWood this design meet or exceed the loading imposed by the local building code. It is assumed frac the top chord is laterally braced by tie roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral of components members only to reduce buckling length. This component shall not be placed in any environment that will cause tie moisture TC 0� of Rep ®support Fabricators content of tie wood exceed 19°% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with tie following 'TRUSCOM 'QUALITY BC Live 0 O.C. Spacing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - ���aaaaa 3700 Riego Road, Elvcrta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HID -91) and 'HID -91 SUMMARY BC Dead 10.0 ps Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71051 Sob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building It has been bash by done in Truss ID: AZ Drw : AZ ERG X -TOC Pz)cr SIZE REQ'D TOP CFLIm 2>6 FL #2 Platigj Spec ANKI'M - 1995 UIUTT RFSCTLQ�1(S) 1 0- 4-• 6 550 5.50" 1.50" BCT CHCl2D 2x4 FL #1 THIS 1�SIZ�1 7S THE CCMPCSM RES(= CP s44xmt 1 -49# 2 14- 9- 4 550. 5.50" 1.50" WEB 2x4 FL SDVDAM 1411TUME LCAD CASES.2 -49# Western Wood PLATBG BASED CN GREEN LUMBER VALUES. PIATE VALUES PER ICED RESQ1itIIi REFCRT #1607. Tni.suss is designed using the TC FQRCE AXL ETD CSI ep Mbr Bnd 1.15 ® Fabricators LBC -97 O cb. 1 -1534 .01 .19 .21 O.C. Spacing 2- 0- 0 Bldg F7>ciceed = Yes, Ehd Zane = 1,b 2 -1531 .01 .22 .23 3700 Riego Road, Elverta, CA 95626 HA-Hcarle/Ooem Line = No E > Ca = C BC Dead 10.0 psf Design Spec UBC -97 Bldg = 96.0W, Bldg Ffidth = 40.00ft, BC FUKE AXL BPA CSI Mean moi height = 21.82ft, hl M = 80 1 1403 .21 .15 .35 Segn 09..30.98- 71052 Classification = 4, Dead Load = 21.0 psf 2 1403 .21 .12 .33 [^7aB ELRCE CSI WEB FCRCE CSI 2-5 792 .32 7-4-6 t 7-6-0 5.00 rri MAX DEFIEMCN ( L/999 IN MEM 5- 6 (LIVE) LF -.05" D= -.07" T= -.12" Joint Locations 1 0- 0- 0 4 0- 0- 0 2 7-4-6 5 7-4-6 3 14-10- 6 6 14-10- 6 0-: 0.1_10 STUB 1 plates are 20 gauge Truswal Conne L I', WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building It has been bash by done in g'gLC`� �V�'y WO: J9103 ® component. on specifications provided the component manufacturer and accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensimis are to 0 �Cyhk: CM "I//y�+ ^Deg%ir: EC _ ` Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascert in dist the loads utilized on TC Li 16.0 p rFace L=1.25 P=1.15 Western Wood this design meet or exceed die loading imposed by die local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead[/ 0 psf ep Mbr Bnd 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following 'TRUSCOM BC Live psf O.C. Spacing 2- 0- 0 standards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88)• 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (1110-91) and '1118-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Segn 09..30.98- 71052 Job Name: MORRIS �Q�Q�E ��G1Y�y Truss ID: B Drwg: B BRd X -Lac RgAcr SITE RHI 'D 1 0' 1-12 2524 3.50" 1.50" 7P Ci-Llm 2X6 FL #2 Plati �7eC ANSI/'IBI - 1995 This desi based on d rn bracing applied J F "r �Q 2� FL #2 2-5 �S LIFSIt34 IS um C�TIE RES= OF pier the fro .."g ect a tle: 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. ^W103 2 24-10-'4 2524 3.50" 1.50" BOr QiM 2x4 FL #1 MULTIPLE I= CABS, max o.c. from to This design is for an individual building component. It has been based on specifications provided by Ute component manufacturer and done in Chk: CM ® mo 2x4 FL SD*UARD PLATE VALID PER ICED RESAT I RE= #1607. TC 24.0" 5- 5-11 19- 6- 5 Dsgnr: EC 'IC FUiCE AXL END CSI Nail pattern sham is for uniform loads Loaded for 10 PSF nah-ctsr_urreht BCCL. This truss is designed using the 1 -5181 .03 .26 .30 only. Canattsated loads > 350# mist be this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral LHC -97 Ctx1e. support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY 2 -5241 3 -8465 .02 .06 .29 .31 .33 .39 distributed (by others) eq tally to each ply, unless trail clusters are slosh ( ) . >Ysmt3rt3tt bracuhg is Ory ot< ) to pprxee�v��i rotatiat/t p See HLB-91 artd Bldg Erilceed = Yes, Fled lone = ND Hun-iicane/Ocean Lane = No , Exp, Cateclory C 4 -5248 .02 .23 .26 2x 4 web material vertical supports at 24" AtSi/IPI 1-1995; 10.33 4. artd 10.3.4.6. Bldg Lerrjth = 96.00ft, Bldg Ffidth = 40.00ft, 5 -5167 o.c. ON others and typical tac, with 2x4 erntirLum lateral bracing at 24.0" o.c. Mean roofheight = 22.86ft, MPH = 80 TOTAL BC FCRCE .03 AXL .26 .29 HAD CSI 1.5-3 nun. plates at top and bottom. Flat top chord has not been designed for attached w/ 2-10d bmcos camrn wire nails. PIAMB BASED CN CitFFM LLPM VALUES. Classification = 4, Lead Load = 21.0 psf CASE #1 LESION LCADS ---------------- 1 4703 2 8421 .35 .63 .24 .59 .13 .76 drrftur3 snow unless noted otherwise. 2 -PLY! Nail w/10d 0344:N, staggered M-91 Sect. 12) in: TC- 2/ft BC- ft b>EBS- 2/ft ----------ICAD Dir L.Plf L.Lcc R.Plf R.Lec TC Vert 54.0 0- 0- 0 54.0 4- 0- 0 W1L, .59 3 8421 .63 .12 .76 TC Vert 162.0 4- 0- 0 198.0 12- 6- 0 .49 4 8419 .63 .12 .75 TC Vest 198.0 12- 6- 0 162.0 21- 0- 0 .28 5 4689 .35 .24 .59 TC Vest 54.0 21- 0- 0 54.0 25- 0- 0 .59 BC Vert 40.0 0- 0-'0 40.0 25- 0- 0 .22 I,M FCRC E CSI 4d•B FUKE GSI'1ype Lbs X. Loc LL/TL 2-8 1417 .29 4-10 211 .04 TC Veit 130.0 4- 0- 0 .43 3-8 -3389 .29 4-11 -3402 .29 TC Vest 130.0 21- 0- 0 .43 3-9 252 .05 5-11 1473 .30 3-10 294 .06 130# 1 130# M DEEI.ELMCN (Span) Lt/999 IN IVEM 9-10 (LVE) L= -.19" D= -.25" T= -.44" Joint Locaticris = 1 0- 0- 0 7 0- 0- 0 2 4- 8-12 8 4- 7- 0 12-6-0 12-6-0 3 9-10- 5 9 9-10- 5 I 4 15- 1-11 10 15- 1-11 2-PLYS 5 20- 3- 4 11 20- 5- 0 REQUIRED 1 14-0-10 � 5.006 25- 0- 0 12 25- 0- 0 1.54 1.5-4 _ . 1.5-4 �Q�Q�E ��G1Y�y W CO) ;2-0-00 - 4 .2-0-0 o• N r �f30 « I 25-0-0 J F "r �Q 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. ^W103 WARNING Read all Motes on this sheet and give a copy of it to the Erecting Contractor. Eng. o .� 110: This design is for an individual building component. It has been based on specifications provided by Ute component manufacturer and done in Chk: CM ® ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: EC Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFaes L=1.25 P=1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY TC -Dead BC Live 11.0 psf .0 psf Rep Mbr Bnd 1.00 O.C. Spacing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta, CA 95626 (QST -88). 'I IANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71053 Job Name:- MORRIS EFG X -LLE FDLT SIZE 1 1 0= 1-12 1073 3.50" 1.50" 2 24-10- 4 1073, 3.50" 1.50" TC I= AXL END CSI 1 -1754 .01 .13 .14 2 -1552 .01 .14 .16 3 -1552 .01 .14 .16 4 -1754 .01 .13 .14 BC FORCE AXL Btm CSI 1 1566 .17 .32 .49 2 1052 .12 .32 .44 3 1052 .12 .32 .44 4 1566 .17 .32 .49 DEB FUKE CSI MM FCRCE CSI 2-7 -321 .07 3-9 524 .21 3-7 524 .21 4-9 -321 .07 TOP aim 2x6 FL #2 BOTC}Lim 2x4 FL #1 V4m 2x4 FL SDS Loaded for 10 PSF riaz-tet B-11 5 00 Truss ID: B1 r r W4a t i i••i••. a •x i •: r r• • r tio. � : • tiaa • e• as aa• io. 6-6 -5 00 -Drwg: B 1�. UPLIFT VOMC N (S) 2 -135# This fsu is designed using the UBC -97 Cbde. ffidg Etrlcsed = Yes, End 7c ne = No Humc��e/(bei h Line = Pb Cat = C Bldg - 96.00ft, B 4Tidth - 4 .00ft, Mean moP height = 22.86ft, 1APH = 80 rla ificatirn = 4, Lid Incl = 21.0 psf .2-0-0 .. ; 2-0-00 . 415-0-0 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. 6-6-7 SHIP IO -6-3 t i NW,X DEF1 r•rCN (spm) L/999 IN HN 7-8 (LIVE) L= -.09" D= -.12" T= -.21" Joint Iocatirns = 1 0- 0- 0 6 0- 0- 0 2 6- 6-14 7 8- 6-10 3 12- 6- 0 8 15- 0- 0 4 18- 5- 2 9 16- 5- 6 5 25- 0- 0 10 25- 0- 0 G. 'r 4 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Eng. Job: . Chk: CM w0: Af Ai ;t ® accordance with die current versimu of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De EC D 3/ 8/99 verified by Ute component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf TC Dead 11.0 psf Dur ' ' s L=1.25 P=1.15 Rep Mr Bnd 1.15 Western Wood this design meet or exceed the loading imposed by die local building code. It is assumed that die top chord is laterally braced by die roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, wdess otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment Out will cause the moisture ® Fabricators content of tie wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this thus in accordance with die following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71054 Job Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contract ri' Truss ID: B2 Drwg: B2 ® ERG •X -LOC REA= ' SITE REQ'D 7C1P CHUM 2:I FL #2 Pla ' NZI/M - 1995 'This truss is designed using the {b ve 16.0 psf b�support - 11.0 1 0- 1-12 4806 3.50" 2.56" EC7r CHUM 2X8 FL #2 =I 71E CU4K E RESUIZ OF CBC -97 Cbde. ®Fabricators 2 24-10- 4 5508. 3.50" 2.94" VM 2x4 FL SD*rARD Loaded for 10 PSF EICLi,. Mta= ICAD Cel, PLATE _ Bldg Ehd = Design Spec UBC -97 7C FCiKE AXL ETD CSI non-eoxztxYett Permanent 6raciry is ON to VAUES PER ICBO RESEARIi RaPCRT #1607. Nail is for loads erne/Oeaan Line Db F Cate�cp�y = C = 37.0 psf 1 -10840 others) rotatirn/tcpp See HID -91 and pattern tmifortn cnlYy. lLacls 350q be Bldg - 96.00ft, Elld3 Ffidth 40.00ft, Nat heigYtt 22.86ft, N)pH 80 2 -8751 .16 .21 .36 gvait L/7PI 1-1995; 10.3 4. arra 10.3.4.6. > trust distributed enully'to rcr-) roof = = Classification 4, D35c1 Lead 21.0 3 -6750 .10 .05 .15 .25 .07 .12 PLATING BASSED ON GREEN LUEER VALUES. each ply,tmlass ters are sham ( ). = = psf ----------L']AD CASE #1 DESIGN LCPM ---------------- 4 -6747 5 -8720 .06 .07 .13 2 -PLY! Nail w/10d C34v N, M-91 Sect. 12) in: 7C- 2/ft EIC- 31ft GdB3- -------------------------------------------- Dir L.Plf L.Loc R.Plf R.Loc LL/'IL 6 -10762 .10 .16 .10 .20 .38 .54 2/ft Designed for 1.5 K lbs drag load implied evenly along the top dnrd to the bottom 7C Vert 54.0 0- 0- 0 54.0 25- 0- 0 BC Vert 20.0 0- 0- 0 20.0 5- 0- 0 .59, .00 drnd at the beanngs, ca urtitntly with EC Vest 330.0 5- 0- 0 330.0 19- 0- 0 .41 BC FCRCE AXL CSI dead loads onl . Duraticn=1.33 Hazarntal EC Vert 414.0 19- 0- 0 414.0 23- 0- 0 .00 1 9975 .53 .46 .99 reaction = 1.5 K lbs. (eachVert - i--- EC! 20.0L23- OX 25- 0- 0 .00 2 9900 .53 .18 .71 -------------------------------------------- TA_ � U M 3 7899 .92 16 60 EC Vest 1575.0 4- 0- 0 .43 4 7852 .42 .18 .60 EC Vert 973.0 24- 0- 0 .43 5 7852 .42 .12 .54 6 9883 .53 .17 .69 7 9951 .53 .39 .92 I'm FORCE 2-9 1762 CSI .36 WM FCRCE CSI 5-11 -2326 .18 (span) DFI'IFVM 2-10 -2175 3-10 2307 .15 .47 5-13 2301 .47 6-13 -2210 .15 L/9 99 IN 1 ll -12 (LSVE) L= -.12" D D= IF -. -.16" T= -.28" 3-11 -2393 4-]1 4856 .18 .99 6-14 1603 .33 Joint Locations= 1 0- 0- 0 9 5- 1- 8 2 5- 1- 8 10 8- 9-12 3 8- 9-12 11 12- 6- 0 12-6-0 4 12- 6- 0 12 5 16- 2- 4 13 14- 0- 0 16- 2- 4 n t 12-6-0 6 19-10- 8 14 19-10- 8 /•2-11LYS 7 25- 0- 0 15 25- 0- 0 REQUIRED" F 0 8 0- 0- 0 5.00 6-6 plates are 20 gauge Truswal Conine WARNING Read all notes on this sheet and give a copy of it to the Erecting Contract ri' g• Job: .EJ. WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done i accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions redo bei verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on �J a C/AW, g� Date: 3/ 8/99 Western Wood Ids design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by;Uhe roNF-or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracuhgjshown n0v lateral buckling {b ve 16.0 psf b�support - 11.0 DurFacs L=1.25 P=1.15 Rep for Bind 1.00 of components members only to reduce length. This component shall not be placed in any environment that will cause tre-mosru'rc a psf ®Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance wiih thllohGing standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR MECT METAL PLATE CONNECTED WOOD TRUSS BC Live+�r// 0 psf g O.C.Spaeing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE.CONNECTED WOOD TRUSSES' - (HIB -9I) and '11111-91 SUMMA7Aff 1d.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. 37.0 psf Seqn 09.30.98- 71055 Jab Namcit MORRIS Truss ID: C Drwg: C TCS QIIm 2:6 FL #2 THIS EESTIN IS THE CCM C 677 RESLLT OF This truss is desiged using the BOT CH3M 2x4 FL #1 Mln=P E LCAD CASES. tW-97 QDde. Gid BLK 2x4 FL S17 PIATE VALi iS PFR ICBD RES� REQ #1607. Bldg.D't sed = Yes, Erd 7a -se-= No PIATIIU BASED CN GREEN L[NBFR VAIIhS. Traded far 10 PSF ren-o3lQmant BC{L. Htazlt�se/0..an Line = Ib , Cat- '1= C Ttp d rd 24.0 in of uniform load Bldg - 96.00ft, Bl 3 4Tudth -_ 4D.00ft, at 16 psf live load and 11 ppssf dead load. An m height = 21.82ft, KH = 80 Additional design omsideratirns they be Classifkatirn = 4, Dad Load = 21.0 psf regained if sheathing is attad-nd. 1+] utdicates the reg irerent for lateral bring (designed by otters) perpendiatlar to the plane of the nstber at intervals. �is a result of wind 1i5 lied . (03rbinatian andal plus�dirg) . This truss requiresto sheathing, as designed both v ers, �p to the truss face providing lateral aWort for webs in the truss plane and crear,M shear Hell action to resist diaptnayn Iaads. i 7-6-0 t 7-6-0 t . 5-5 _- 4-5-7 Joint locations = 1 0- 0- 0 12 0- 0- 0 2 3- 6- 0 13 3- 6- 0 3 4-10- 0 14 4-10- 0 4 6- 2- 0 15 6- 2- 0 5 6- 9- 0 16 6- 9- 0 6 7- 6- 0 17 8-10- 0 7 8-10- 0 18 8- 3- 0 8 8- 3- 0 19 10- 2- 0 9 10- 2- 0 20 ll- 6- 0 10 11- 6- 0 21 15- 0- 0 11 15- 0- 0 : 2-0-0 t 11 plaEes are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H11 for 16 gauge. TYPICAL PLATE : 1.5-4 2-0-U WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Com: CFI ® accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: EC Date: 3 8/99 TC Live 16.0 psf TC Dead 11.0 psf DurFaes L=1.25 P=1.15 Rep Mbr Bnd 1.15 Western Wood this design meet or exceed die loading imposed by die local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture ® Fabricators 3700 Riego Road, Elvcrta, CA 95626 content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following standards: 'TRUSCOM MANUAL', by Tmswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QSr-88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and'11113-91 SUMMARY SHL -ET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper BC Live .0 psf BC Dead 10.0 psf O.C. Spacing 2- 0- 0 Design Spec UBC -97 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71056 .,. h ;�;�� �, - ]ob Name: MORRIS ERGX-LOC REACT SIZE REl1' D 1 0- 1-•12 703 3.50" 1.50" 2 14-10- 4 555. 3.50" 1.50" TC FCRCE AXE, END CSI 1 -815 .00 .25 .25 2 -815 .00 .25 .25 BC I= AXL END CSI 1 692 .10 .21 .32 2 692 .10 .21 .32 I'm FUCE CSI VSB FC RCE CSI 2-5 191 .08 Til? CHIZD 2x6 FL #2 Bor aim 2x4 FL #1 WEB 2x4 FL STAN Loyd for 10 PSF rrn-oaxxaxalt BOLL. Truss ID: C1 P1a pec RSSI/'IPI - 1995 THUS SI(�I IS 'THE Q27P06TIE RFSU T CF ML Tf W F LCAD OASIS. PLATE VALUES PER ICED RESE7C1 REPW #1607 PLATTIS BASED CN GREEN NO VALUES. r 7-6-0 t 7-6-0 F-5. 00 6-6 C1 UPLIFT REACTICN(S) StFpo t 1 -1024 This su t is designed u ung the LBC -97 Cbde. Bldg Fhrlosed = Yes, Ehd Z'ahe = No H.irricate/C can Lire = No ,Category = C Bldg Length - 96.0Oft, Bldg FFidth - 40.00ft, Mean zoof height = 21.82ft, KTI = 80 Classification = 4, Dead Load = 21.0 psf 2�— 00 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16��.i 4-5-7 SHIP �0-6-3 MAX r'EFT>T'tTCN (span) L/999 IN MEM 4-5 (=) L= -.03" D= -.04" T= -.06" Joint Iccatiazs = 1 0- 0- 0 4 0- 0- 0 2 7- 6- 0 5 7- 6- 0 3 15- 0- 0 6 15- 0- 0 00. R G. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting C'frd�c,t,I This design is for an individual building component. It has been based on specifications provided by the component manufacturer rh n in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Di h�iti ns as �Q be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads uu'tized off' A Job= •EJ. De SEC/ WO: J9103 Date: 3/ 8/99 Live 16.0 paf Dead 11.0 psf DurFdcs L=1.25 P=1.15 Rep Mr Bnd 1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators 3700 Riego Road, Elverta, CA 95626 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88). 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11111-9q and 'HIB -91 SUMMARY SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. BC Live .0 psf BC Dead 10.0 psf TOTAL 37.0 psf O.C. Spacing 2- 0- 0 Design Spec UBC -97 Seqn 09.30.98- 71057 Job Name:. MORRIS WO: J9103 Truss ID: D Drwg: D Dsgnf: 9c ^ ERG - -X-LOC RFPLT SIZE REQ'D TCP GM 2x6 FL #2 Plata' NZI/Im - 1995 This design based on Gond bracing applied BC Live .0 psf 1 0- 2=12 9101 5.50" 3.23" 2x8 FL #2 2-5 71QS DESIi�I IS � OD�TIE RF51II.T OF per the following sct�le: 2 23- 7-10 9573' 5.50" 3.40" BOT CHOP 2X8 FL SS MIITn7fF. LOAD CASE'S. rtEl)c O.C. frarh to MB 2x4 FL SIAM PLATE VALUES PER ICBD RESER{ REPUU #1607. TC 24.0" 5- 5-11 18- 6- 5 Tv F AXL END CSI 2x4 FL #1 8-2 Loaded a far 10 PSF ricin -ac Trent BCiL. This thus is designed using the 1 -� 20730 .23 .04 .28 L nber shear aLlaebles are per NDS -91. Nail pattern shofar is far uniform loads UBC -97 Cbde. 2 - 22764 .19 .29 .47 Drainage nest be pxavided to avoid and Oa�xtrated lids > 350# must be Bldg Etrlosed =Yes, End lane = No 3 -31015 4 -20889 .35 .16 .44 .79 .27 .43 Pexnehaht bxaczng is ON obhe �to p��va� t xotatirn/t�p See HID -91 aryl moi distributed (by others) egmlly to each ply, unless nail clusters are shoran ( ). 11urxic am/Qui Line = Ab , Ep Cat�pxy = C Bldg = 96.00ft, Bldg Width = 40.00ft, 5 -19219 .19 .02 .22 PNS 1-1995; 10.3.4.5 and 10.3.4.6. 2x4 irxnha lateral Ftrarim 24.0" 2x 4 web material vertical stets at 24" Mean roof height = 22.76ft, MPH = 80 BC FCRCE AXL END CSI pYt at o.e. attached w/ 2-10d box or canon wire nails. o. c. (by others andcal) . Attach with 1.5-3 non: plates at and bnttan. Classification = 4, Dead Lard = 21.0 psf ----------LC1AD CASE #1 DF GN LQnDS ---------------- 1 19104 .39 .23 .62 Flat top chord has not been designed for PLAnN3 BASED CN GT VALUES. Dir L.Plf L.Loc R.Plf R.Loc LL/IL 2 31.109 .64 .22 .86 dnfthrzJ stow unless noted otherwise. -------------------------------------------- TC Vert 54.0 0- 0- 0 54.0 7- 6- 0 .59 3 31109 4 30167 .64 .62 .30 .93 .25 .87 3 -PLY! Nail w/lod cam:N, OLLS-91 Sect. 12) in: TC- 2/ft BC- ft Wa 2/ft Designed for 1.5 K lbs drag load �p lied event along the top chord to the bottan TC Vert 108.0 7- 6- 0 124.3 11- 0- 0 TC Vert 178.3 11- 0- 0 183.0 12- 0- 0 .51 .49 5 17698 .36 .10 .47 Nail in layers or frau each face. curd at the bearings, eonaaxently with TC Vest 183.0 12- 0- 0 162.0 20- 0- 0 .30 dead loads only. Dtaatia�1.33 Horizontal- 7C Vest 54.0 20- 0- 0 54.0 23-10- 6 .59 DAB FCRCE CSI DM FCRCE CSI reaction = 1.5 K lbs. (eadl b------). BC Vert 20.0 0- 0- 0 20.0 5- 0- 0 .00 2-8 8295 .42 4-10 3132 .92 --------------------------------------- --- BC Vest 640.0 5- 0- 0 640.0 15- 0- 0 42 3-8 -8881 .42 4-11 -9966 .47 BC Vert 660.0 15- 0- 0 660.0 23-10- 6 .41 3-9 2778 .37 5-11 7231 .98 BC Vert 640.0 23-10- 6 640.0 24- 0- 0 .42 3-10 471 .06 1yyppee Ills X.Lcc LL/TL TC Vert 130.0 20- 0- 0 .43 BC Vert 3464.0 4- 0- 0 A3 130N W DEFLFI:ITCN (span) L/984 IN MFM 9-10 (LSVE) �t 12-0-0 t 11-10-6 LF -.28" Ik -.37" T= -.65" 3 -FLYS Joint Locations 1 0- 0- 0 7 0- 0- 0 REQUIRED � 13-0-10 2 4- 8-12 8 4- 7- 0 5.00 t� 3 9- 6- 5 9 9- 6- 5 1.54 4 14- 5-31 10 14- 5-11 1.545 19- 3- 4 11 19- 5- 0 t c- /rfi� T 6 23-10- 6 12 23-10- 6 5-6-3 ZO-6-3 1 plates are 20 gauge Truswal Conne WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. # ®This design is for in individual building component. It has been based on specifications provided by die component manufacturer and done in accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Boor sheathing and tie bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral Western Wood support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88), AIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 11113-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (req is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. -4PA Eing. Job:s yF�i ` WO: J9103 9 i Dsgnf: 9c ^ Date: 3/ 8/99 TC Lived 16.0 psf DurFacs L=1.25 P=1.15 TC Dead 11.0 psf Rep Hbr Bnd 1.15 BC Live .0 psf O.C.Spacing 2- 0- 0 BC Dead 10.0 paf Design Spec UBC -97 TOTAL 37.0 psf Seqn 09.30.98- 71058 Job Name: MORRIS~ BRO X -IX REACT SITE RETS' D 1 b- 1,12 24143.50" 1.50" 2 23-10- 4 2414, 3.50" 1.50" C I= AXL END GST 1 -4912 .03 .24 .28 2 -4950 .02 .26 .28 3 -7782 .05 .29 .34 4 -4957 .02 .21 .23 5 -4900 .03 .24 .27 BC FCRCE AXL E3!D CSI 1 4457 .34 .23 .56 2 7740 .58 .12 .70 3 7740 .58 .31 .69 4 7740 .58 .11 .69 5 4445 .33 .23 .57 I'm EUKE CSI VM FCIRCE GSI 2-8 1324 .27 4-10 197 .04 3-8 -2999 .24 4-11 -3014 .24 3-9 235 .05 5-11 1377 .28 3-10 266 .05 Its aim 2:6 FL #2 BOr CH1m 2:x(4 FL #1 2-5 PLEB 2x4 FL SDVCNM Nail pattern shcvn is for uniform l a3cls (0y. Cioncentrated lam > 350# must be distributed(by others) equally to each pl , unless maul clusters are shorn ( ) . 2x � web material vertical st. at 24" o.c. (y others and rcal) . Attadi with 1.5-3 mmn. plates at� and bottom. Flat _ cirnr7 has not been designed for driftug snow unless noted otherwise. 5-6-3 I0-6-3 Truss 1 D: E Pla AMI/TBI - 1995 II�S�LS ME 074TIE RE KMT OF MLMLE Lip CASES. P= VAIIES PFR ICBD RESFARM REEIC7d' #1607. Loaded for 10 PSF non-c=arrgnt Tn T . Drainage mist be provided to avoid lrmarneut bracnng is (bY rotat>a>/tc oto See HM -91 aryl 1-1995; 10. 4. arra 10.3.4.6. 2x4 cortinuxis lateral bracing at 24.0" o.c. attached w/ 2-10d bac or ca mm wise nails. PLATIN,; EASED ai GREEN LLNB132 VINES. 2 -PLY! Nail w/10d 0 TVrN, M-91 Sect. 12) in: TC- 2/ft BC- 27ft h1EES- 2/ft 130# 1 13011 il .t 12-0-0 t 12-0-0 2-PLYS REQUIRED F5 00t 55 13-0-10 o J 1.51-4 4 . Drwg: E This design based on chord bracing applied L/999 IN MEM per the follorirtg schedule: L= -.16" D= -.21" mac o.c. from to JointLocations W 24.0" 5- 5-11 18- 6- 5 7 0- 0- 0 'This truss is designed using the 8 4- 7- 0 UBC -97 Code. 9 9- 6- 5 Bldg Eliclosed = Yes, Elrd Zone = ND 10 14- 5-1.1 Hrrncahe/Goeatn Line = ND , Catsc7ciry = C Bldg length 96.00ft, Bldg Width = 40.00ft, 11 19- 5- 0 = Mean roof bight = 22.76ft, K:H = 80 12 24- 0- 0 Classification = 4, Dead Load = 21.0 psf ® Fabricators - ----LCAD CASE #1 DESIGN LCADS ---------------- TC�Deada 11.0 psf y*, BC Li k 0 psf Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 54.0 0- 0- 0 54.0 4- 0- 0 .59 TC Vest 162.0 4- 0- 0 198.0 12- 0- 0 .49 TC Vert 198.0 12- 0- 0 162.0 20- 0- 0 .28 TC Vert 54.0 20- 0- 0 54.0 24- 0- 0 .59 BC Vert 40.0 0- 0- 0 40.0 24- 0- 0 .22 Type Lbs X. Loc IL/TL TC Vert 130.0 4- 0- 0 .43 TC Vert 130.0 20- 0- 0 .43 .2-0-0 .2-0-0 24-0-0 6-3-15 SHIP IO -6-3 t MV EEFLF)=1TCN (span) L/999 IN MEM 9-10 (LIVE) L= -.16" D= -.21" T= -.37-- .37"Joint JointLocations 1 0- 0- 0 7 0- 0- 0 2 4- 8-12 8 4- 7- 0 3 9- 6- 5 9 9- 6- 5 4 14- 5-11 10 14- 5-1.1 5 19- 3- 4 11 19- 5- 0 6 24- 0- 0 12 24- 0- 0 Vp. 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for leouge. WARNING Read all notes on this sheet and give a copy of it to the Erecting Cgntraclor.� ,g• Job: .EJ. WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done inM t l��-, accordance with Ute current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional ai:c�u'ra'a'cy�imensions are`tQbbe,'[ n,cm + �EC, Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain thakUhe'loutilized on r -e this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the A orrtl'oor f 16.0 DurFaes L=1.25 P=1.15 Western Wood sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for ate�il psf C �r ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause Uhe�hh isturts content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with tlhe llowghgoO standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' TC�Deada 11.0 psf y*, BC Li k 0 psf Rep 1!mr Bnd 1.00 O.C.Spaeing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 11113-91 SUMMARY i Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper�a`a Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Sega 09.30.98- 71059 Job Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contrd'cto Truss ID: E1 Drwg: ® BBS X -LCC RiAa SIZE RByD TDP allM 2X6 FL #2 P]at' ANSI/TFI - 1995 This truss is designed using the �sgnr: EC 1 b= 2-12 8891 5.50" 4.74" B7r mom 2x8 FL SS THIS I�SICiI 7S THE DcmpcsTiE RES= OF LBC -97 aode. TC Live 16.0 pef 2 23- 7-10 8828. 5.50" 4.71" ;dM 2x4 FL SU44DW Mir IPLE LOAD CASES. Bldg B -closed = Yes, End Zic ne = No TC Dead 11.0 psf Rep Nmr Bind 1.00 ® Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 2x4 FL #1 11-4 a= VALUES PER ICBO RESIIARCH REECRT #1607. Hurricane/Ooean Lire = Ib Cateclpry = C = standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - TC FCRCE 1 -19904 AXL .48 EM CSI .44 .93 Lubber shear allawables are NDS -91. L�ihtmnaht htaC is zequixed (by others) to Ind for 10 PSF ricin-ao cxmie nt BCfL. Nail pattern cn is for uniform loads Bld3 - 96.00ft, Blckj Ffidth 40.00ft, Nkttn roof height = 22.76ft, Nll3I = 80 2 -16466 .37 .48 .85 mtatio^ bqt I - See HID -91 aria rnly. C1 ed roach > 350# mist be (9assification = 4, Da3d Ia3d = 21.0 psf Seqn 09.30.98- 71060 3 -12100 .17 .10 .27 �I 1-1995; 10.3.4.5 arra 10.3.4.6. distributed thers) eq ally t0 each 2- ----------ICAO (7,SE #1 DESIIN I --------------- 4-12096 .18 .09 .27 PLAMU BASED IN GREEN Li 43ER VALi3FS. ply, unless Clusters Dir L.Plf L.IOc R.Plf R. LOC LL/TL 5 -15358 .32 .36 .68 2 -PLY! Nail w/10d CU44N, staggered 0115-91 in: -------------------------------------------- TC Vert 54.0 0- 0- 0 54.0 23-10- 6 .59 6 -16940 .35 .32 .67 Sect. 12) TC- 2/ft BC- 57ft WEBS- 2/ft Designed for 1.5 K lbs drag loadimplied evE3 along the tcp chard to the bottom BC Vert 20.0 0- 0- 0 20.0 5- 0- 0 BC Vert 640.0 5- 0- 0 640.0 23-10- 6 .00 .00 BC FCRCE AXL ETU CSI chc at the bearirrp, caxzurartly with BC Vet 620.0 23-10- 6 620.0 24- 0- 0 .00 1 18267 .56 .42 .98 dead roach ail. Dtuatia =1.33 Horizontal TTyyppee Lbs X.Lcc LL/TL 2 18090 .55 .42 .97 rtactia't = 1.5 K lbs. (each bearing) . k Vest 3464.0 4- 0- 0 .43 3 14772 .45 .27 .72 -------------------------------------------- BC Vert 645.0 10- 9- 0 .43 4 33845 .42 .27 .69 5 15474 .47 .34 .82 6 15553 .48 .26 .74 VQEB FUiCE CSI ()B FCRCE CSI 2-9 2848 2-10 -3164 .57 5-11 -3609 .27 5-12 3448 [RIX ITIN (span) 3-10 4491 .22 .91 .69 6-12 -1728 .11 IN L/9999 10-11 (LIVE) L. -.188"11 I) D= -.24" T= -.42" 3-31 -4736 .37 6-13 1417 .27 4-31 8922 .67 =Joint Locatim9 1 0- 0- 0 8 0- 0- 0 2 4-0-0 9 4-0-0 3 8- 0- 0 10 8- 0- 0 --( 12-0-0 11-10-6 4 12- 0- 0 31 5 16- 0- 0 12 12- 0- 0 16- 0- 0 2-FLYS6 20= 0- 0 13 20- 0- 0 7 23-10- 6 14 23-10- 6 REQUIRED 0 5-6-3 IO -6-3 8-12 t2-0-0 1 3464# 1 645# 1 1 plates are 20 gauge Truswal Connectors unless preceded by 1118" for 18 gauge or "H" for 16. ur-17"Zo0r 1-10 t g Q STUB I-Aq WARNING Read all notes on this sheet and give a copy of it to the Erecting Contrd'cto Eng: Jo�''�EJ. WO: J9103 ® '!his design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in ® �� TPI AFPA design No is for dimensional Dimensions CM accordance wide the current versions of and standards. responsibility assumed accuracy. are tolpe �sgnr: EC Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain dint die loads utilized on TC Live 16.0 pef DurFaes L=1.25 P=1.15 Western Wood this design meet or exceed die loading imposed by die local building code. It is assumed that die top chord is laterally braced by die roof or floor sheathing mid die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause Ute moisture TC Dead 11.0 psf Rep Nmr Bind 1.00 ® Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elvcrta, CA 95626 (Q•ST-88)• AIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIID -91) and '11113-91 SUMMARY BC Dead 10.0 psf Design Spec CIBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71060 .1ob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wig• Joh Truss ID: F Drwg: F This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in a__ BRI', .X -LOC REACT 1 0- 5-30 SITE REQ'D 3465 1.50" 1.85" TOP GiM 2x5 FL #2 P]at�' ANSI/'IBI - 1995 This deal based rn cord bracing applied Date: 3/ 8/99 verified by tie component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain tial tie loads utilized on 2x8 FL #2 2-7, 7-10 THIS DESIC�1 IS THE OCMPOSrM RESU]Z OF per the follaaing sciieclnle: DurFacs L=1.25 P=1.15 Rep Mr Bnd 1.00 2 33- 8- 0 3450. 1.50" 1.84" BOT CHORD 2x8 FL SS M[><t= LCAD CASES. throe o.c. from to standards: MANUAL', by Tnuwal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 ME 2x4 FL SD44ati2D PLATE VALUES PER ICBG RESEAIKH REPCR1` #1607. TC 24.0" 5- 5-31 28- 6- 5 fC FCRCE AXL HND CSI Nail pattern shove is for uniform loads Leaded for 10 PSF non-eo cuixe tt WTI . Building Designer shall provide adequate 1 -7532 .07 .14 .20 oTl O_rxMtrated loads > 350# must be Drainage Must be provided to avoid pondr' . bearing area ani anchcirage. 2 -7868 .05 .15 distributed (by others) ennlly to each Rrmanaht bracug is Ory cur )-to ...........BEARIIU AREA RE);! RID. 3 -12467 .13 .22 .34 pl , unless nail clusters are shows ( ), � pprrypv� rotatirn/tic See HIB -91 aryl ID Erg Size Min Site -or- Min Area 4 -L5750 .20 .25 .45 2x web material vertical stets at 24" AbSI 1-1995; 10.3 4. and 10.3.4.6. 1 0- 1- 8 0- 1-14 5.54 si 5 -18142 .27 .32 .58 o.c. (by others andtypical). Atter with 2x4 antir=us lateral bracing at 24.0" o.c. 2 0- 1- 8 0- 1-13 5.52 si 6 -16754 7 -16754 .23 .23 .29 .52 .24 .46 1.5-3 nen. plates at -q and bottom. drone Flat top de has not been designed for attached w/ 2-10d box or mmrn wire nails. PLAMG BASED IN GREEN LCMBFR VALUES. This truss is designed using the UBC -97 Gale. 8 -13388 9 -8223 .14 .26 .40 drifting snow unless noted otherwise. 2-PLY1 Nail w/10d Ci44:1N, M-91 Sect. in: 2/ft ft Bldg Enclosed =Yes, End lone = No .05 .17 .23 12) TC- BC- NPB.S- 2/ft (kah Lithe = Db pp� Ca = C 10 -7816 .07 .07 .14 - 96.00ftBld3 VTidhh = 40.00ft, B1dgL:-:r/ BC FGRE AXL ED CSIfi1 6891 .21 .12 .33 -------LCY1D CASE #1 DESIGN ICAD6 ---------------- 2 11964 .37 .13 .49 Dir L.Plf L.Loc R.Plf R.Loc II /TL 3 15444 .47 .14 .61 TC Vert 54.0 0- 4-14 54.0 4- 0- 0 .59 4 17748 .54 .15 .70 TC Vest 162.0 4- 0- 0 217.0 17- 0- 0 .49 5 17745 .54 .16 .71 TC Vert 217.0 17- 0- 0 162.0 30- 0- 0 .26 6 17745 .54 .17 .72 TC Vest 54.0 30- 0- 0 54.0 33- 8-12 .59 7 18167 .56 .18 .73 BC Vert 20.0 0- 0- 0 20.0 0- 4-14 .43 8 16498 .51 .16 .66 BC Vert 40.0 0- 4-14 40.0 33- 8-12 .22 9 12667 .39 .12 .52 BC Vert 20.0 33- 8-12 20.0 34- 0- 0 .43 10 7171 .22 .09 .31 130H 130k Lbs X.Loc LL/'IL TC Vest 130.0 4- 0- 0 .43 WEB RCRCE CSI VM PCRCE CSI TC Vest 330.0 30- 0- 0 .43 2-13 2543 .52 6-18 -140 .01 3-13 -4796 3-14 2059 .30 6-39 -1584 8-19 .11 16-7-2 16-8-12 4-14 -3484 .42 .22 887 8-20 -3488 .18 .23 t t �X EM=CN ( ) Lh/999 IN MEM 17-18 (LIVE) 4-15 1252 .25 9-20 1808 .37 2-PLYS L- -.39" D= -.51" T= -.90" 5-]5 -2288 .14 9-21 -5207 .35 REQUIRED 23-0-10 5-16 180 .04 10-21 2600 .53 5 00 t - Joint Locations 5-18 665 .14. 1.5-4 1 0- 0- 0 12 0- 0- 0 1.5-4 2 4- 3-14 13 4- 2- 2 3 7- 4- 6 14 7- 4- 6 }1.54 1.5 4 1 51-8 4 10- 6-10 15 10- 6-10 1.5 4 1,$ 4 4 5 13- 8-14 16 6 17- 6-11 17 13- 8-14 14- 7- 2 4- .5-4 7 20-10-12 18 17- 6-11 1 5 4 3.5-8 9 25- 2- 5 25- 2- 5 7-7-3 1 3 7-7-3 20 10 28-10- 6 21 29- 0- 2 7-8 �. 4 6 5 SHIP 11 33- 3-14 22 33- 3-14 6 6 8 10-84 I0-7-9„`✓/�v "'1.54 .51.5 1.5-4.k15114 0-4-14 STUB ' 1 plates are 20 gauge Truswal Connectors unless preceded by ,18,, for 18 gauge or "H" for 16 gauge. /J , v,'0 41333/36�i WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wig• Joh WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in a__ Chk • CM accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be C Date: 3/ 8/99 verified by tie component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain tial tie loads utilized on r TCL e� 16.0 psV1 TC Dead DurFacs L=1.25 P=1.15 Rep Mr Bnd 1.00 Western Wood this design meet or exceed die loading imposed by die local building code. It is assumed that the top chord is laterally braced by die roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral buckling ® Fabricators support of components members only to reduce length. This component shall not be placed in any environment that will cause the moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following 'TRUSCOM .0 psf BC Live .0 psf O.C.Spaeing 2- 0- 0 standards: MANUAL', by Tnuwal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'NIB -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71061 }ob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.° This design is for an individual building component. It has been based on specifications by die component manufacturer and done in Truss ID: FLY Drwg: FLY ERG -•X-LOC REACT SIZE REQ'D 'IDP aiM 2X6 FL #2 Plat�r2 . ANSI/TPI - 1995 UPLIFT RFPLTICN(S) 1 0- 1-12 73 3.50 1.50 PLATE VALUES PER ICBO RESETCH REPCRr #1607. 1FQS I SIGtJ IS 'BE 03vFOSTIE RESULT OF 2 -30# 2 1- 9-15 52 3.50" 1.50" location of interior bearings s)nuld be MRTfWF IOi1D CASES. This s is designed using the 3 1-10- 4 21 3.50" 1150" cleanY thrr)ced on each truss. Interi- appcat or tetporazy shn�irr3 rrtst UBC -97 Cbde. SHEEP by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper PIATRG BASED CN GREEN LU43ER VALiJES. be in place before erec.�ting this friss. Bldg Enr ed = Yes, Erid Zone = No TC FCHCE XM BM CSI linxi ane/Ooee'm Line = No Cit y = C Bldg Lg�t]h 96.00ft, Bldg VTidth = 40.00ft, 1 2 -23 .00 -3 .00 .02 .02 .00 .00 = Mean zoof height = 20.67ft, MPH = 80 Classifieati,at = 4, Dead Load = 21.0 psf EC FCRCE AXL END CSI 1 31 .00 .01 .01 2 0 .00 .00 .00 r 5 00 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge SHIP &l ZZ40/ = Joint Iocatia2s 1 0- 0- 0 3 0- 0- 0 2 2- 0- 0 4 2- 0- 0 OM60*_ ►;x.41' �1>r EXP• / � � OF WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.° This design is for an individual building component. It has been based on specifications by die component manufacturer and done in �� Job: '>J`A _ ex �i/j WO': J9103 ® provided accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be �AS' verified by tie component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on Dsgnr Date: 3/ 8/99 TC Live 6.0 psf TC Dead — 11.0 psf DurFaes L=1.25 P=1.15 Rep Mbr Bnd 1.15 Western Wood this design meet or exceed die loading imposed by die local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, mtess otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 'HIB BC Dead 10.0 psf Design Spec UBC -97 3700 Riego Road, Elverta, CA 95626 (QST -88). HANDLING INSTALLING AND BRACING METAL PLATE CONNECfED WOOD TRUSSES'- (HIB -91) and -91 SUMMARY SHEEP by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71062 �� _ '•.�• - ': .+�� 9 Job Name: MORRIS FRG , ,X -IOC REP= SI2E REQ'D 1 0- 5-10 12351.50 1.50" 2 33- 8- 0 1231,1.50" 1.50" TC ECRCE AXL RU CSI 1 -2371 .03 .47 .50 2 -2246 .03 .18 .21 3 -1832 '.02 .16 .18 4 -1837 .02 .15 .17 5 -2312. .03 .15 .18 6 -2443 .03 .33 .36 BC FCRCE AXL HA CSI 1 2100 .32 .35 .66 2 1856 .22 .25 .47 3 1411 .17 .25 .42 4 1871 .22 .25 .47 5 2178 .33 .27 .60 WEB FUK E CSI 4QEB FCRCE GSI 2-9 163 .05 4-11 598 .24 3-9 283 .12 5-11 -486 .26 •3-10 -467 .25 5-12 350 .14 4-10 585 .24 6-12 -177 .05 lop CHM 2x6 FL #2 wr CHM 2x4 FL #1 mo 2x4 FL STAtCAIRD Irpzied for 10 PSF nxi-ecr>amatt BOLL. 7-7-3 5-5 IO -8-4 0-0-14 STUB 1 plates are 20 gauge Truswal Conne_____ Truss ID: G P a ' RW/' PI - 1995 IIffSIS US 0341 1 PIE RFSZII,T CF KMTIPLE LOAD CASES. PLATE VALUES PER. ICID RFSSTRC i REQ #1607. PLAT= BASED CN GREEN UMBER VALUES. UP=4*crt l Q4ZT(Sll0# toss 2 -110# m1is is desicy'ted ti4irg the [BC -97 Code. Bldgarlcsed = Yes, Eltd Zane = No Ktrricane/Ocean Line = No , aC Bldg = 96.00ft, Bldg VFidth = 40.00ft, Meals rmf )eight = 23.80ft, KTI = 80 Classificatim = 4, Dead load = 21:0 psf MAX DFFLEI CN ( ) L/999 IN MEM 9-10 (LIVE) Lr= -.12" D= -.16" T= -.28" Joint Laaticns 1 0- 0- 0 8 0- 0- 0 2 5- 8- 5 9 6-11-14 3 11- 1-12 10 13- 8-14 4 16- 7- 2 11 19- 5- 6 h 16-7-2 t 16-8-12 6 27- 5-15 13 33- 3-14 7 33- 3-14 5.00 6-6 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 'llhis design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Eng. Jog: . �� Chk: tad c�: J9103 /' ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds � EC L ate: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live sf TC Dead 1 sf Face L=1.25 P=1.15 ReprMbr Bnd 1.15 Western Wood 1,is design sheet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 'IIANDLING BC Dead 10.0 psf Design Spec UBC -97 3700 Riego Road, Elvcrta, CA 95626 (QST -88), INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IiIB-91) and'IIIB-91 SUMMARY SIIEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AI -PA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71063 Job Name: MORRIS Truss ID: GD -- Drwg: GD ERG . ,X -LOC REACT SIZE REIQ'D 11CP CII1RD 2XIS FL 42 ** [M = PLATE M2M R USED ** UPLIFT RE MCN(S) : accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 1 0- 2-12 1406 5.50 1.50 BOr CHIM 2.4 FL #1 Plati[g sT�ec : AfSI/TPI - 1995 94port 1 -165# 2 33- 9- 4 1258• 5.50" 1.50" 2x4 FL SD 13-4, 17-6 THIS IE5IZ3J IS THE C34POS E RESUUT OF st 2 - -,# ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY psf BC Live psf Aep IC. Spacing 2- 0- 0 FL 2100F -1.8E 14-16 MiamE LOAD CASES. using2x4 the This is designed 'IC F= AXL RU CSI ME 2x4 FL S]7YEAM RM VA IM PER. IC 130 RESUKH REECIZI' #1607. UBC -97 Oode . 1 -2341 .03 .46 .49 2x4 FL 41 3-14, 12-14 Loaded for 10 PSF ncrt-oncurn nt BML. B.1dg.Enclosed = Yes, Ehd 7[ne = No 2 -2095 .02 .16 .18 16-7, 16-18 Chhle verticals are 2K 4 web material spaced Htrrltana'at e/OoeLine = No ,Catecpry = C 3 -5043 .12 .29 .41 CABELK 2x4 FL S)7VEARD at 16.0 inches o.c. unless noted Bldg = 96.00ft, Bldg 4Tidth = 4D.00ft, 4 -4208 .07 .25 .33 PLATS RAM) CN GREEN LU42ER WLIES Ttp ciord24.0 in of uniform load live load dead load. Maanr roof height = 23.80ft, Mr -H = 80 Classification 4, Lead Load 21.0 5 -4201 6 .07 .25 .33 -------------------------------------------- Designed for 3.0 K lbs drag loZd at 16 psf ani 11 psf Additirnal design be = = psf -5035 7 .12 .28 .41 implied the tcp to the bouton amsideraticns may if is -2093 8 -2343 .02 .16 .19 evatl along cfihord drnd alatg partkal antirnous bctaring(s) reguired sheathing attached. [+] indicates the requisen3nt for lateral .03 .46 .49 sto'nt eoaanzattly with loads ally. baarZZrg bracing (designed by others) perpendiailer lane intervals. BC FCIRrE 1 2073 2 2071 AXL .31 .31 BND CSI .37 .68 .12 .43 Duratiat 1.33 Partaal antiraws reaction = 188 PLF. -------------------------------------------- to the of the medoer at Bracingisa result of wind lid implied to msrber.(OZTbination axial ppbus bHt M). 3 487 .01 .19 .19 This truss requires byte slnathing, as 4 93 .02 .70 .72 designed by others, lied to the truss 5 6062 .55 .18 .73 f �$ing late�sATort for webs in 6 6069 7 93 .55 .18 .74 the truss plane and creating shear kELU action to iessist diaphragm loads 8 487 .02 .01 .70 .72 .19 .19L MX DEFLOMCN (span) IN MEM 12- 13 (=) 9 2073 .31 .12 .43 -. Lr -.25' C -.33" T= -.58" 10 2075 .31 .37 .68 = Joint Locations = VIMFQ2C>; (SI SSB F= (5I 1 0- 0- 0 11 5- 9- 3 4-13 1869 .71 5-15 2582 .99 2 5- 9- 3 12 10-10-10 6-17 1874 .72 6-15 -1520 .24 3 10-10-10 13 15-10- 4 2-11 105 .04 7-16 3421 .50 4 15-10- 4 14 15-10- 4 2-12 -482 .26 16-18 3782 .58 17-0-0 17-0-0 5 17- 0- 0 15 17- 0- 0 3-12 -2048 .75 7-18 -2086 .76 t 6 18- 1-12 16 18- 1-12 3-14 3465 .50 8-18 -486 .27 7 23- 1- 6 17 18- 1-12 12-14 3723 .57 8-19 105 .04 8 28- 2-] 18 23- 1- 6 4-15 -1519 .24 5.00� 0 19 9 34- 0- 0 28- 2-] 10 0- 0- 0 20 0 34- 0- 0 6-6 7-7-3 =0-6-3 11 plates are 20 gauge Truswal Conne TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ESI • `� Kx WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in _ ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: C ate: 3/ 8/99 verified by Ute component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on TC Live. 6.0 pd9a TC Dead / 0 DurFaes L=1.25 P=1.15 Nbr End 1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Boor sheathing and Ute bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral$ ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY psf BC Live psf Aep IC. Spacing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY BC Dead psf Design Spec ABC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71064 Sob Name: MORRIS FCFSE ' X -LOC ROT -T SIZE REQ' D T�P CFL7m 2X6 FL #2 1 0- 212 630 1036 5.50" 1.50" BOr CICrM 2x4 FL #1 2 10- 5-12 .19 1659 3.50 1.77" 2x4 FL SMMM 3-12, 4-14 .-3 28- 9- 4 688 3.50" 1.50" 6-18, 7-20 4 33- 9- 4 1140 5.50" 1.50" WEB 2x4 FL SIS 2-13 -699 .31 8-19 884 .34 GF13LE ELK 2x4 FL SDS TC FORCE AXL END CSI 3-15 Lurber shear allaAebles are per MDS -91. 1 2011 .24 .49 .73 -1145 Cable verticals are 2x 4 ua?b material spaced 2 2148 .26 .24 .50 at 16.0 inches o.c, unless noted otherwise. 3 -866 .00 .15 .15 Ttp chord M24.0 in of uniform load 4 -782 .03 .07 .09 at 16 psf live load and 31 psf dead lead. 5 6 -886 -1356 .04 .07 .08 .08 .12 .15 Additional design ea>sideraticrrs may be iegtized if sheathing is attached. 7 -1406 .08 .21 .29 1+1 indicates the reWire Ent for lateral 8 -1812 .19 .48 .67 biasing (designed by others) perpendiallar to the plane of the matbex at intervals. BC FORCE AXL EM CSI Bracing is a result of wind 1ZW =lied 1 -1236 .17 .38 .55 to ttatber. (Gzirbination axial Plt � irc3) . 2 -718 .01 .21 .22 This truss 3 4 -1622 29 .01 .00 .49 .18 .51 .18 designedto the miss face provb lateral stipcut for webs in 5 96 .04 .25 .29 tle truss plane and. slur wall 6 2342 .33 .09 .42 ntug action to resist loads 7 2573 .36 .15 .51 8 106 .02 .40 .42 9 48 .00 .13 .13 10 121 .05 .48 .53 11 81 .00 .17 .18 12 1321 .19 .38 .57 13 1321 .19 .45 .64 WEB FCFSE CSI WEB FCRCE CSI 3-12 -1303 .45 4-16 630 .24 4-14 -526 .30 5-16 500 .19 6-18 883 .34 6-16 -950 .15 7-20 -705 .24 7-17 1490 .69 2-11 227 .09 17-19 1868 .76 2-13 -699 .31 8-19 884 .34 11-13 980 .41 19-21 1295 .49 3-15 2476 .95 8-21 -736 .10 13-15 -1145 .76 5-5 5.00 Truss ID: GX Pla�IS ANS 4M - 1995 IHISZE C3vIP0TIE RES= OF R27P E LOAD CASES. PLATE VALLgS PER ICBG FdMF H REP(W #1607. Loaded for 10 PSF nen-c3x=rant BOIL. Location of interior bearings do-ild be clearly narked on each truss. rnten= ptnxxt or terporary saorung mist be in place before erecting r this truss. Shim bearings (if needed) for req. sit. PLATT BASED IN GREEN LLVEER VALLI S --------------------------------------- Deaigted for 3.0 K lbs drag load lied chore alar3 partialtraantina>xv bea ing(s) slim, cahcz>rr antly with dead loads only. A¢aticn=1.33 Partial amtirarnis bearing reactian = 550 PIF. 17_n_n 6-6 Drwe: GX �t T1 IN(5826# t 4 8# -571# T dS is designed using the UBC -97 Qxk. Bldg Etrlcsed = Yes, End MAxicarieOoean = Ezcne = No Bldg Lanita 9 00ft, Blcg t4rdtht= 40.00ft, Mean roof height = 23.80ft, MPH = 80 Classification = 4, Dead Load = 21.0 psf SHIP lAAX DEF1J TICN ( ) 1/999 IN M 18-19 (LIVE) L- -.05" D= -.06" T= -.11" Joint Lactims 1 0- 0- 0 12 10- 6-12 2 5- 8- 2 13 10- 6-12 3 10- 6-12 14 15-10- 4 4 15-10- 4 15 15-10- 4 5 17- 0- 0 16 17- 0- 0 6 18- 1-12 17 18- 1-12 7 23- 5- 4 18 18- 1-12 8 28- 3-14 19 23- 5- 4 9 34- 0- 0 20 23- 5- 4 10 0- 0- 0 21 28- 3-14 11 5- 8- 2 22 34- 0- 0 10-8-8 , g-0-0 , t 10-8-8 5-3-8 5-3-8 34-0-0 .40G�C 1 lates are 20 gauge Truswal Connectors unless preceded by "1011 for 18 gauge or "H" for 16 gauge. �� YACAL PLATE : 1.5-4 -'� . �i1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor, NE,/�ng.. ob�,&'TO WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by tie component manufacturer an d done in accordance with Ute current versions of TPI AFPA design No is for dimensional Dimensions , 'C1ik.: CM �/G and standards. responsibility assumed accuracy. are to beO-V Di EC Xi,,, Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on -w- � , s TC Live 16, 0 sf '�,/ lr._ f� pts-" DurFacs L=1.25 P=1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that Ute top chord is laterally braced by the roof or floor sheathing and the bosom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM MANUAL', 'QUALITY TC De d 1F1.,U psf BC L ve�. 0 psf Rep Mr Bnd 1.15 O.C. Spacing 2--0- 0 standards: by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- RUSSES'-3700 'HANDLING 3700Riego Road, Elvcrta, CA 95626 (QS►' -88). INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead, 10.0..p6 Design Spec UBC -97 SIIEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71065 Job Name:. MORRIS FORCE Truss ID: H Drwg: H ERG • •X -LOC R= 2-10 SIZE REQ'D TCP CH30 2:di FL #2 Plat�'m S[7eC XM/'MI - 1995 UPLIFT REAMCN(S) 1 0- 4, 0 1233 1.50" 1.50" BOT CH1m 2x4 FL #1 IMI$SIGTI IS THE O31:(= RFSLLT OF stwort 1 -110# 2 33- 6- 6 1233' 1.50" 1.50" VSB 2x4 FL Sly IrIII,TIPLE ICAD CASES.2 -110# -637 .22 6-15 346 Inaded for 10 PSE rtrn-oenanratt BML. PLATE VAIi]ES PER ICBJ RESE)RCH RFiY1a #1607. This toes is designed using the TC FCRLE AXL RD CSI PLAT= MM CN (32FFPI LLVE R VALIM. Shim bearings (if n for n3q.-%Tpcxt. LBC -97 Cbde. 1 -4030 .07 .49 .56 BC Live` .0 psf Bldg &-closed = Yes, Ehd 7rne = No 2 -2994 .05 .51 .56 Design Spec UBC -97 Httrxicalhe/Ouch Line = No ,Ca = C 3 -2433 .03 .11 .14 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL Bldg - 96.00ft, Bldg Nfidth = 40.00ft, 4 -1991 .02 .18 .21 Mean roof height = 23.80ft, 14+1 = 80 5 -1850 .02 .14 .16 Classificaticri = 4, Dead Load = 21.0 psf 6 -2327 :03 .15 .18 7 -2468 .03 .28 .31 BC FORCE AXL END CSI 1 3656 .55 .19 .74 2 3111 .47 .22 .69 3 2773 .42 .07 .49 4 2287 .34 .23 .57 5 1429 .17 .36 .53 6 1892 .22 .36 .58 7 2207 .33 .25 .58 VM FORCE CSI Nlf•B FORCE CSI 2-10 895 .36 5-13 643 .26 2-11 -336 .09 5-14 619 .25 3-31 187 .08 6-14 -481 .26 3-12 -637 .22 6-15 346 .14 4-12 824 .33 7-15 -191 .05 4-13 -1040 .43 Western Wood this design meet or exceed the loading imposed by die local building code. It is assumed that the top chord is laterally braced by tie roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators 7-6-12 5-11 I0-7-2 0-0-7 16-8-12 i 16-7-2 5.00 6-6 18/5-12 3.00 1 1 -3.00 WX DEFT=CN (spart) • 4/999 IN V01 13-14 (LIVE) LF -.16" D= -.21" T= -.37" 7-6-12 SHIP 10-7-4 �0 0-1-0 2-24 -0-0 Joint Lrxatiats = 1 0- 0- 0 9 0- 0- 0 2 2- 2- 4 10 2- 2- 4 3 6- 3- 4 11 6- 3- 4 4 10- 4- 4 12 10- 4- 4 5 16- 8-12 13 12- 4- 4 6 22- 1- 6 14 19- 4-12 7 27- 5-15 15 26- 0- 7 8 33- 3-14 16 33- 3-14 7-6-12 SHIP 10-7-4 �0 0-1-0 2-24 -0-0 r` tAO.4 J 8-2-0 - '2� 20-11-10�� t + l /rte �l 1� s r C�0 F :p. 6/• 33-3-14 0-3-4 t 4 STUB % rfi� F 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or 111111 for 16 gauge. WARNING Read all notes or: this sheet and give a copy of it to the Erecting Contractors Job: WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be DeghSE Date: 3/ 8/99 verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on TCL TC De a 16., f 11.0 I(ef DurFaee L=1.25 P=1.15 Rep Mbr Bnd 1.15 Western Wood this design meet or exceed the loading imposed by die local building code. It is assumed that the top chord is laterally braced by tie roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following BC Live` .0 psf O.C. Spacing 2- 0- 0 3700 Riego Road, Elvcrta, CA 95626 standards: 'TRUSCOM MANUAL', by Tntswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (OST -88), •IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and'HIB-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71066 MORRIS Truss ID: HR1 DrwLr: HR1 EM - •X -LOC REPCITE P SREQ'D Trp CHm 2x6 EL #2 1 0- 112 419 3.50" 1.50" PLATE VALUES PER ICBO RREPS #1607 2 5- 6- 2 154. 3.50" 1.50" Location of interior bearings should be 3 5- 6- 2 56 3.50" 1.50" clearlyy narked on eachtruss. PLATIN, B7>`SED IN GREEN LU43ER VALUES. TC EC RCE AXI, END CSI 1 -49 .00 .19 .19 2 -2 .00 .00 .00 IBC FCRCE AXL, H33 CSI 1 70 .00 .13 .13 2 0 .00 .00 .00 Platt' PM/IPI - 1995 IM I�57IN IS 'IEE Ct24FC5T1E RE9j1X OF KLTIPLE LCAD CASES. bberior st.Fport ���e in l before ttenporary hist UPLaFT REAMCN(S) sttlport 1 -8011 2 -71# 'this is designed using the UBC -97 Com. Bldg Enclosed = Yes, Er -d tate = No Hurricarie/Ocean Lute = No Ca =i Bldg = 96.00ft, Ell d3 4Tidth = 401t, Mean roof height = 21.08ft, MEH = 80 Classification = 4, Dead Load = 21.0 psf = Joint Locations = 1 0- 0- 0 3 0- 0- 0 2 5- 7-14 4 5- 7-14 2-9-15 3 F 5-7-14 x. 1 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. OJER 3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. W. Ob: -V� �. WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe Ds C.10 Date: 3/ 8/99 verified by Ute component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that Ute loads utilized on 9� TC Li4V 16.0 'f 6f DurFaes L=1.25 P=1.15 Western Wood Otis design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by Ute roof or floor sheadiing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture TC Dead 11.0 psf Rep Hbr Bnd 1.15 ® Fabricators content ofUte wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC Live .0 psf O.C.Spaeing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elvcrta, CA 95626 (QST -88), HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71067 Job Name: MORRIS EFU • .X -IOC REACT SIZE REQ'D 1 0-1-12 221 3.50" 1.50" 2 1- 9-15 52. 3.50" 1.50" 3 1-10- 4 21 3.50" 1.50" TL F>3RCE AXL END CSI 1 -23 .00 .02 .02 2 -3 .00 .00 .00 F)` EUKE AXL HID (SI 1 31 .00 .01 .01 2 0 .00 .00 .00 'IC)P CFIIm 2x6 FL #2 BOr CH3RD 2x4 FL #1 PLATE VALDES PFR ICED RESEARCH REFCTQ' #1607 . inibe- stp- befor y t�his�gtruss PLATIN'., BtLSED CN t32EEV� VAiiJES. Truss ID: 122 _ Platim �eC ANSI/'IPI - 1995 II S i)FSICiI 7S 7HE OUAPC6TIE RESTII,T OF mmauLE LOAD CASES. Location of interior btarings s)rtuld be clearly ttm*ed an each truss. Shim bearings (if needed) for req. s4amrt t 2-0-0 2-0-0 1 1 1 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge Drwg: ]22 LRM I1 Q,(S) ort. 1 48# This i is desiggned usug the LBC -97 CbdL. Bldg EYrlosed = Yes, End 7rne = No Httrncane/Ooem Lute = No ,Ca = C Bldg length = 96.00ft, Md Ffidth = 40.00ft, Mean roof height = 20.43ft, MRM = 80 Classification = 4, Dead Load = 21.0 psf 2-1-13 SH IP s M ®ZAii MAX DEFIlMCN (spars) L,/999 IN h1FM 3-4 (LaW) L- .00" E= .00" T= .00" = Joint Locations = 1 0- 0- 0 3 0- 0- 0 2 2- 0- 0 4 2- 0- 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �� 9. ''` EJ WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be CM ' r verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that die loads utilized on EC�� Date: 3/ 8/99 Qre 1` psf m TC Dt 11.01 psf DurFaes L=1.25 P=1.15 Rep Mbr Bnd 1.15 Western Wood this design meet or exceed the loading imposed by die local building code. It is assumed that the top chord is laterally braced by die roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the, wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following gC Live+ 0` r f O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- 'HANDLING 'HIB BC Dead ®10.0 psf Design Spec UBC -97 3700 Riego Road, Elverta, CA 95626 (QST -88), INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71068 Job Name: MORRIS Truss ID: 142 Drw : ]42 FIG ' -X-LW REnLT give This design is for an individual building component. It has been based on specifications provided by the component manufacturer ai dYdorfkn SITE REQ'D TW GEM 2:a6 FL #2 Plat�'m �c ANSI/1W - 1995 UP= REAMCN(S) 1 0- 1-12 232 1.50 BOr CH3;D 2.4 FL #1 �S I SIC I IS ME 074CSITE RESLLT C&' S41=t 1 -39# 2 1- 9-15 70 _3.50 3.50" 1.50" PLATE VAUES PER ICBD FUMPFtCEi REEYRI' #1607. Mea= LC AD CASES. 2 -17# ,-3 3-10- 4 33 3.50" 1.50" Interior stTcrt or to o=aiy shoring oust Location of m tenctr bee wrjs should be This russ is designed using the SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper be in plate before �� 77gg this truss. clearly narked am each truss. -dm UBC -97 Code. FYY'losed Yes, End tale No TC FCI 1 fM AXL 23 .00 END .03 CSI .03 PLA= BASED IN Q2EII�I�LCMEFR VALUES. 9 beahrr}5 (if nee[bd) for req. st.pport. Bldg = = H-Xacane/Ocaarl Line = No , Ca�= C Bldg 96.00ft, 131 YFidth - 4U 2 -3 .00 .00 .00 = 3 .00ft, height 20.42ft, MAI = 80 BC FQiCE AXL BtD CSI ann reof = =1ficatirn = 4, Dead Iniad = 21.0 psf =1 1 31 .00 .04 .04 2 0 .00 .00 .00 00 2-1-13 stlip wx DEELEC CN (Span) L/999 IN VIM 3-4 (LEVE) LF .00" D= .00" T= .00" Joint Lacatirns = 1 0- 0- 0 3 0- 0- 0 2 4-0-0 4 4-0-0 2-0-0 a-0-0 11 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge �Z� "V 3 WARNING Read all notes on this sheet and a copy of it to the Erecting Contnuefor. �j .EJ. WO: J9103 give This design is for an individual building component. It has been based on specifications provided by the component manufacturer ai dYdorfkn �ob- accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dim�oorXto beverified WSB Date: 3/ 8/99 by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads qtl' this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or B '16.0 psf DurFaes L=1.25 P=1.15 Western Wood sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for tepi-N This be in TC DDD 11.0 psf Rep Nbr Bnd 1.15 ® Fabricators support of components members only to reduce buckling length. component shall not placed any environment that will cause the moistur content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the Following 'TRUSCOM 'QUALITY �d/►�p Livff! psf O.C.Spaeing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 'IIANDLING 'HIB �.0 0 psf oC Design Spec UBC -97 3700 Riego Road, Elverta, CA 95626 (QST -88)• INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (NIB -91) and -91 SUMMARY Bead SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Seqn 09.30.98- 71069 Job Name: MORRIS BFU • .X -LOC REACT 34- 0- 0 SIM REQ'D 1 0- 2-12 326 5.50 1.50" 2 8- 2-12 1668 5.50" 1.50" 3 33- 9- 4 1021 5.50" 1.50" Tv I= , AXL END CSI 1 951 .10 .42 .52 2 1446 .17 .42 .59 3 -1507 .01 .14 .15 4 -1507 .01 .13 .14 5 -2878 .05 .36 .41 6 -3118 .05 .40 .45 BC FCIiCE AXL HA CSI 34- 0- 0 1 -860 .00 .48 .49 3 11- 7-15 2 407 .05 .48 .53 10 3 2398 .36 .42 .78 25- 9- 4 4 2889 .43 .30 .73 Dir L.Plf L.LOc R.Plf R. LOC 4M FCRCE CSI MM FCi2CE CSI 2-9 -685 .09 5-10 -975 .52 3-9 -2204 .83 5-11 436 .18 3-10 976 .40 6-11 253 .08 4-10 841 .34 70P C H3M 2x6 FL #2 BOT C131m 2x4 FL #1 Ho 2x4 EL SI*UARD Lamed for 10 PSF rh-n-ornc=ratt BCLL._ Interior pla before erectu this truss. Shim bean- (if needed) for mq. fit. PLAMIG BASED CN GREEN UMER. VAT1lE5 7-7-3 =0-6-3 Truss 1 D:. K Platte s��eC AASI/'IFI - 1995 'II S 1 57Z�I IS UE CCMP06TIE RESZLT OF 14ZI= F. ICAD CASES, PLATE VALUES PER ICED RESErIU-i REEF #1607. Location of interior �irgs sknuld be clearly mRiked on each truss. matt laacing is Ory oi'l�ss) to ss�t rotation/tcFp� See HIB -91 and � 1-1995; 10__.33 4. aryl 10.3.4.6. 6-6 Drwg: K UPLIFT REPCITCN(S) 1 0- 0- 0 7 34- 0- 0 2 -88# 8 9.port 'This tzu s is designed using the 3 11- 7-15 LBC -97 QxL. 8- 2-12 Bldg Enclosed =Yes, End Zorhe = No 10 Htm scathe/Ooam Line = NJ Cateqmv = C Bldg Lerqth- 96.00ft, Bldg Vddth = 40.00ft, 5 22- 4- 1 Main roof height = 23.80ft, M6H = 80 25- 9- 4 Classification = 4, Dead Lara = 21.0 psf 12 ---LCAD C71SE #1 DESIGN LOTDS ---------------- Dir L.Plf L.LOc R.Plf R. LOC LL/TL TC Vert 54.0 0- 0- 0 54.0 34- 0- 0 .59 BC Vert 30.0 0- 0- 0 30.0 8- 0- 0 .14 BC Vert 20.0 8- 0- 0 20.0 34- 0- 0 .00 - ft- 1 - -8 i , i- p_p 2,,, 16-6-8 0-0 - t �' 34-0-0�-{ 1 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. dVM 3 SUMF4 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with die current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral Western Wood support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of the woad exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. 8-4-15 SHIP T(1-6-3 Eng. Job EJ Chk: CM Dsgnr EC TC Live TC Dead BC Live BC Dead TOTAL M DEn1 CN ( 4/999 IN NIIM 10- 11 (TINE) LF -.19" D= -.24" T= -.43" Joint locations 1 0- 0- 0 7 34- 0- 0 2 6- 3-15 8 0- 0- 0 3 11- 7-15 9 8- 2-12 4 17- 0- 0 10 17- 0- 0 5 22- 4- 1 31 25- 9- 4 6 27- 8- 1 12 34- 0- 0 Date: 3/ 8/99 1 0 psf7P 1�EY sf 10.0 a VrFacs L=1.25 P=1.15 . ep Mbr Bind 1.00 O r�:Spacing 2- 0- 0 Des li Spec UBC -97 37.0 psf Seqn 09.30.98- 71070 a �. �'' � �J` w. �vr �. � i Sob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contraelor. Truss ID: L Drwg: L ® EM . .X -LOC REACT SIZE REQ'D TOP CEIM 2X6 FL #2 Pla ' PMVIM - 1995 UPLIFT' R MCN(S) • Date: 3/ 8/99 1 10-11- 7 663 1.88 1.50" BUT' C[� 2.4 FL #1 IIiLSIS THE Q VlPC6 TE RESULT OF stpporrt 1 -88# ® Fabricators 2 28- 9- 4 875 5.50" 1.50" VEB 2x4 FL SD*EA M K T nE LCAD CASES. amort 2 -92# Design Spec UBC -97 3 33- 9- 4 384 5.50" 1.50" Toaded for 10 PSF non-ooncurrent BCi1.ing PLATE VALUES PER ICBO RESFTKH RE6CRT #1607. 3 -40# TOTAL f 0 p;f'� .Segn 09.30.98- 71071 _ tor ary ion i �d be is desicyned using the 1C F112IN AXL ETD CSI teriirorpmlaWc� beforet h s tns PLAMU NIS_ IN M merim on � wanly f � 9� 1 -474 .00 .24 .24 CMNVALiTFS. pern anet* bracing is (by others) to Bldg Enclosed = Yes, Ehd Zane = No 2 -480 .00 .18 .18 Ehd xerticals designed for axial loads only. rintatnan/t See HIB -91 and H>rncarie/O n Line = Tb , Category = C 3 -687 .00 .20 .20 Rd verticals that are extended abote or � 1-1995; 10. 4. and 10.3.4.6. E1d3 Lath - 96.00ft, Ellci3 FTidth - 4U0.00ft, 4 -138 .00 .20 .20 belay the truss profile (if arty) ttiay require fin xoof hen st = 23.80ft, [moi = 80 additional design eaisideratian (by others) C3assificatirn = .4, Ikxnd Load = 21.0 psf BC FCEXE AXL BND CSI far lateral fatrnes the to wind or seisac ------- 1 214 .00 .31 .31 1 rn the building. Dir L.Plf L.Loc R.Plf R.Loc U tM 2 578 .07 .31 .38 7C Vert 54.0 10-10- 8 54.0 34- 0- 0 .59 3 120 01 .22 .22 BC Vert 20.0 10-10- 8 20.0 29- 0- 0 .00 4 94 .00 .19 .20 BC Vest 30.0 29- 0- 0 30.0 34- 0- 0 .14 MB FCECE CSI VM FU2M CSI 1-6 -613 .23 3-8 118 .04 1-7 486 .20 4-8 537 .22 2-7 139 .06 4-9 -728 .10 1r:. 3-7 -254 .24 • L/999 IN 6 (T UVE) LF -.03" Tk -.04" T= -.08" [. �, •` '. = Joint Lccatidn4 1 0-0-0 6 0-0-0 6-1-8 17-0-0 2 6- 1- 8 7 6- 1- 8 t 3 11-10- 4 8 11-10- 4. 4 17-10-12 9 17-10-12 5 23- 1- 8 10 23- 1- 8 3-e 7-7-3 5-0-9 6-6 17-10-12 20-0 . 1c0T10-1 1 plates are 20 gauge Trust7Hi-1onnectors unless preceded by "IS" for 18 gauge or "H" for 16 gauge. i1� WARNING Read all notes on this sheet and give a copy of it to the Erecting Contraelor. Frig Job: %" WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in die TPI AFPA design No is for Che •C4 v ty accordance with current versions of and standards. responsibility assumed dimensional accuracy. Dimensions are to be by fabrication. V Dsgnr: C Date: 3/ 8/99 verified the component manufacturer and/or building designer prior to The building designer shall ascertain that the loads utilized on t J Tc Live T6..�a p§f� moi► TC Dei 11s'fps DurFacs L=1.25 P=1.15 Rep lir Hnd 1.00 Western Wood this design meet or exceed the loading imposed by die local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral buckling length. This in ® Fabricators support of components members only to reduce component shall not be placed any environment that will cause die moisture content of die woad exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM BC Liv " 0 , f .C.Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88). 'IiANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 10.0 ps8, Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL f 0 p;f'� .Segn 09.30.98- 71071 i1� ,~`'�.". • � �: �,� .� ? n.r�j � � � � (. •7 ./ .. E ]ob Name: MORRIS HU ..X -LOC FZ)C-T SIZE Rg2'D 7W CIM 2x6 FL #2 1 0-1,12 296 3.50" 1.50" BOr CH7m 2x4 FL #1 2 3-10- 4 108 3.50 1.50 PLATE VALUES PFR ICBO FEMM -1 RaIORT #1607 3 3-10- 4 40 3.50" 1.50" Interior st{jxxt or terpo auy i�lmiirig mist TC FORCE AXL END CSI 1 -52 .00 .09 .09 2 -3 .00 .00 .00 BC FCRCE AXL FLEA CSI 1 72 .00 .06 .06 2 0 .00 .00 .00 be in pplao*: befM �iu� this truss. PLAT M BASED CN GT2FFIQ LLI�BEIi VALUES. 2-2-3 T 0-6-3 I Truss ID: M Pla ANSItM - 1995 ZfIIS�IS THE CCMPOS1TE RESOLT OF Mxam4F. IJ7D Qi¢$, Lo atirn of interior beanngs should be clearly marked on each truss. Shim ba<-urin}s (if nett for req. short. 2-2-3 111 UP CN (S) vont 1T 46# This is designed using the UBC -97 033e. Bldg Eimlceed = Yes, aid Zane = No Rziicarie/OoBa i Line = No , Flxp Cateq=v = C Bldg Length - 96.00ft, Bldg V&dth -_ 40.00ft, Mean roof height = 20.84ft, KN = 80 Classification = 4, Dead Load = 21.0 psf 2-11-15 SH IP MAX L&FIELMCN (span) L/999 IN MEM 3-4 (LIVE) Ic .00" D= -.01" T= -.01" Joint Locations = 1 0- 0- 0 3 0- 0- 0 2 4-0-0 4 4-0-0 2-0-0 1` r - 4:p=o J 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. OVER 3 SUPFCRTS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng, Job • �g' } < 4 v,'r WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk; CK v Ds r: EC tel': gn D� 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 0 ps yy�gq� TC Dead ]�1. u) ;,QCs L=1.25 P=1.15 />r Mb� Bnd 1.15 Western Wood this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of die wood exceed 1946 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following psf BC Live `"`J �sf a p C.,Spael'ing 2- 0- 0 3700 Riego Road, Elvcrta, CA 95626 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper so BC Dead 10. ps d"' Dei' n Spec UBC -97 �r Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 p Segn —.30.98- 71072 - �: ''':� 1'": i s y= y4: ,'_' #1 . i' � / �; :''' /� tit . \�,,.l� .. Job Name: MORRIS ERG X -IOC R95Cr WO: J9103 SIZE RDD' D TCP CILim 2x6 FL #2 1 0- 1712 281 3.50" 1.50" BOr CHORD 2x4 FL #1 2 4- 0-12 234 1.50 1.50" PIKE VALUES PER. ICBO RESEMM R&FCFa' #1607. 3 8- 0-12 246 1.50" 1.50" Interior sit or tetporary shoring mist 4 12- 3- 8 100 3.50" .1.50" be in plata before erecting this truss. 5 3-10- 4 38 3.50" 1.50" This tttiss is designed using the 71073 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37 flirt 09.30.98- UBC -97 Ob . TC Ft RCE AXL END GSI Bldg Dxlosed = Yes, Did 7rao: = No 1 7245 .01 .08 .09 Hxxicane/Ocean Line = 1,b , FKP Category = C 2 -157 .01 .09 .09 Bldg Lexjth = 96.00ft, Bldg FTidth = 40.00ft, 3 -62 .00 .09 .09 Nei root bight = 20.84ft, KTI = 80 4 -3 .00 .00 .00 Classifitatitn = 4, Dead load = 21.0 psf BC FAKE AXL EA CSI 1 243 :03 .05 .08 2 0 .00 .00 .00 5-8-6 IO -6-3 Truss ID: M 1 P]a A%I/M - 1995 THL4 > SIQI IS THE COMPOSI1E RE= CF MII27PlE I= CASES. Location of interim haarirrp stnuld be clearly rt�d m each truss. PEA W BASED IN G2EFSI LU41ER VALEES. ; 4-0-0 Drwg: M 1 UPI Cort 22 IN(-151stW# s4pert 3 -161# MR= PIMMCN(S) stpport 5 243# 6-6-2 TSH IP 2-2-3 1 WX DF1i=CN (span) 1/999 IN h1FM 3-4 (LIVE) L� .00" D= .00" T= -.01" = Joint. Locaticro 1 0- 0- 0 3 0- 0- 0 2 4-0-0 4 4-0-0 V E7 2 -0-0 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. CHER 5 SUPPCEaS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. E g• •FJ• C C WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: CMeso ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Da EC - �' :Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 6.0 pefz ���o TC Dead 0 EytirFaee L=1.25 P=1.15 i Rep'Mbr Bnd 1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content the wood 19% Fabricate, handle, install brace this truss in with the following pB ® of exceed and/or cause connector plate corrosion. and accordance 'TRUSCOM 'QUALITY BC Live pe b.C:�Spaeing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- t q 3700 Riego Road, Elverta, CA 95626 (QSr-88), 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and'HIB-91 SUMMARY f , BC Dead 10%w- 'Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper 71073 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37 flirt 09.30.98- ®b .Nance: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M2 Drwg: M2 EM X -IOC PM?C-T This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be SIZE RE 'D TCP aDM 2xg FL #2 Pla ' AMT1`IPI - 1995 UPLIFT REa1TIIN(S) 1 0- 1-12 280 3.50" 1.50" BDr aim 2x4 FL #1 THTSIS THE C3vlPClSITE RESL T C&' stpport 2 -154# 2 4- 0-12 239 1.50" 1.50" PLATE VAIJ S PER ICED RESFAIXH REED #1607. MII tIPLE LOAD CASES. mWort 3 -14811 3 8- 0-12 227 1.50 1.50" Intesiar mn:ort or tetpc¢ary sharing rttust Loaatiat of interior bearings should be 4 -57# 4 ]1- 9- 8 88 3.50" 1.50" be in place before erecting this truss. clearly canted on each truss.- SM RFALTICN(S) 5 3-10- 4 38 3.50" 1.50" This truss is designed fusing the PEA= BASED CN GREEN UDDER VALUES, apport 1 232# UBC -97 Colo. &Wort 5 232# TC FUKE AXL END CSI Bldg R-iclosed = Yes, Ehd Zane '= No 1 -234 .01 2 -145 .00 .08 .08 .09 .08 HxttHcane/Cbean Line = No , Op Oateclory = C Bldg Lenzith = 96.00ft, Bldg FTidth = 40.00ft, 3 -54 .00 .07 .07 Mean rcof height = 20.84ft, MPH = 80 4 -3 .00 .00 .00 C1ssificatirn = 4, Dead Load = 21.0 psf IBC FORCE AXL END CSI 1 232 .03 .05 .07 2 0 .00 .00 .00 5-5-14 IO -6-3 00 2-0-0 4-0-0 1 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. T 2-2. 1 • o• MV EEFTECTICN (spat) 41999 IN MEM 3-4 (LIVE) LF .00" D= .00" T= -.01" Joint Locations 1 0- 0- 0 3 0- 0- 0 2 4- 0- 0 4 4- 0- 0 A. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: viq'' J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk: CM Dagnr: EC 6 Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 1E.0 of aes'� L=1.25 P=1.15 1 - Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Fabricators support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace Ibis truss in accordance with the following 'TRUSCOM 'QUALITY TC Dead 11.O4psE BC Live .0pe Reps ibr Bnd 1.15 O.Cpaeing 2- 0- 0 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 'HANDLING 'HIB BC Dead 10.0 UBC 3700 Riego Road, Elverta, CA 95626 (QST -88), INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY p�f� � esigrvSpec -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper P Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 paf Seqn 09.30.98- 71074 A. � .ie •ll�•�fl •I 1.• I ]ob Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: N Drw : N EM . X -IOC RE CT SIZE REQ'D TOP CHM 2X6 FL #2 Pla ' ADBI/`IBI - 1995 UPLIFT FOMCN(S) 1 10-11- 7 646 1.88" 1.50" BOT CHH 2x4 FL #1 THISIS THE 031:(=RESILLT OF sport 1 -88# 2 28- 9- 4 954 5.50" 1.50" WrB 2x4 FL S174� NL111 LE IOA1CASES. support 2 -95# 3 33- 9- 4 349 5.50" 1.50" Loaded for 10 PSF non-allauzalt BCLL. PLATE VALUES PER ICBD RESEARCI-I REVCRT #1607.-39# 3700 Riego Road, Elvcrta, CA 95626 I BC Dead 10.0 Interior support or teTpoxary shoring mist Location of interior bearings should be This is designed using the TC FCRCE AUL BID CSI be in place before this truss. clearly tmtaxiaed on emit truss. [BC -97 Coe. 1 2 -363 .00 .25 .25 PLATIPD BASED ONC42Fa)e� VALUES. Ind designed for loads - Pexa mtent )ming is (y others) to Bldg Enclosed = Yes, Fhd Zcre = No, 3 -456 .00 -623 .00 .07 .07 .07 .07 verticals axial only. End verticals that are extended above or rotat, tofp See HIB -91 aril �Itm 1-1995; 10.33 4. and 10.3.4.6. Hurricane/(boort Line = th , Ch = C Bldg Lath = 96.00ft, Bldg 4$dth = 40.00ft, 4 -375 .00 .18 .18 below the truss profile (if arty) nay renhire Mean rmf height = 23.80ft, MR3 = 80 5 142 .02 .18 .20 ad3itional design oonsideraticn (by others) Classification = 4, Dead Load= 21.0 psf for lateral forces tae to wird or seismic ----------ICPaD CASE #1 DESIGN LOADS ---------------- BC FCRCE AXL END CSI torts on the building, Dir L.Plf L.Lcc R.Plf R. Loc LL/TL 1 214 .00 .15 .15 TC Vert 54.0 10-10- 8 54.0 34- 0- 0 .59 2 411 .05 .22 .27 BC Vert 20.0 10-10- 8 20.0 29- 0- 0 .00 3 524 .06 .39 .45 BC Vert 30.0 29- 0- 0 30.0 34- 0- 0 .14 4 562 .07 .24 .31 5 -76 .00 .17 .17 6 -99 .00 .17 .17 ImM FORCE CSI WEB FCRCE CSI 1-7 1-8 -602 .23 430 3-10 67 .03 4-10 292 it (span) .18 .12 L IN M 9-10 (ISVE) /9 99 IN ME L/9 2-8 -383 .36 4-11 -568 .20 LF -.09" D D= -.12" T= -.21" 2-9 406 .17 5-11 500 .20 3-9 -220 .16 5-12 -787 .11 = Joint Locations = 1 0-0-0 8 4-0-0 6-1-8 17-0-0 2 6- 1- 8 9 6- 0- 0 t 3 9-10-12 10 13- 8- 0 4 13- 8- 0 11 15- 8- 0 5 17-10-12 12 17-10-12 F-5. 00 -5 00 6 23- 1- 8 13 23- 1- 8 7 0- 0- 0 7-7-3 5-0-9 3-4 2--. 3.00-3.0 7-10-12 4-0-0 t t 7-8-0 t t 7-5-8 2-0-0 „. o-� 2-0-0 .2-0-0 i 6-8 8-4-15 10-108 1 '4v730 1 plates are 20 gauge Trusr 1onnectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: :EW vAv WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in \ Chile: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Da EC, Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on gnr TC Live 16.10' psf �® TC Dead 1I 0 'DurFabs L=1.25 P=1.15 R Mbr Bnd 1.00 Western Wood this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral buckling length. ® Fabricators support of components members only to reduce This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM paf BC Live paf p OX.Spacing 2- 0- 0 standards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elvcrta, CA 95626 (Qsf-88), 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'IIID -91 SUMMARY BC Dead 10.0 Deign Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Segn 09.30.98- 71075 4r f. hr �'`s�;� � ... i ',. �, �?�� ���.4.?� •Y.�I Job Name: MORRIS ERG . X -LOC REi-_T SIZE RDS'D 1 0- 1=12 52 3.50" 1.50" 2 11- 1-12 1528 3.50" 1.50" 3 33- 8- 0 775 1.50" 1.50" TC F FKE AXL EtD CSI 1 -374 .00 .21 .21 2 -229 .00 .21 .21 3 -216 .00 .21 .21 4 -702 .00 .16 .16 5 -1261 01 .16 .16 6 -1398 .01 .19 .20 BC Fu�m AXL END CSI 1 310 .05 .21 .26 2 -292 .00 .21 .21 3 -319 .00 .13 .13 4 359 .04 .31 .35 5 834 .09 .31 .41 6 1232 .18 .20 .38 4IEB FCRCE CSI VM FCRCE CSI 2-9 -318 .06 4-12 621 .25 3-9 587 .24 5-12 -504 .27 3-10 -1450 .56 5-13 444 .18 3-11 773 .31 6-13 -243 .06 4-11 -613 .64 TIN CH30 2>6 FL #2 Boor aim 2x4 FL #1 M 2x4 FL SINCARD loaned for 10 PSF rrn-amament ECLL. Interior stWo t or taTmary shoring trust be in plate before erectuq this tress. R=X; EASED IN GREEN IVXUE5. 7-7-3 :-0-6-3 Truss ID: P Plate' q pec PM/`IPI - 1995 II S I$51'IN IS THE C34)0= RESLW OF MRti= ICAD CAS. PLATE VAUM PER ICBG RESIRCH REPCIRT #1607. Locat3.M of interior bearings &Y uld be clearlyy ttaiiced cn each truss. >i>�tatt bracing ri red (by others) to pp��vt�aatt�� rotatian/tappSee HIE -91 arra AAbZ/IPI 1-1995; 10.33 4. and 10.3.4.6. Drwg: P 8 L)pL944=t 2 6- 1- 3 11IN(S)14# 7- 4-12 SAIXwt 2 -76# 10 This su is is desigc ned using the 4 17- 0- 0 CBC -97 Cbde. 14- 1-12 Bldg Enclosed = Yes, End Zrne = No 12 Rlracate/Ooem.Lirn =, Cat�oy = C ElckJ I�gt1t - 96.00ft,Igo Bldg Ffidth = 40.0Oft, 80 6 27-10-13 N1 roof heist = 23.80ft, MPH = 26- 7- 4 Classification = 4, Dead Ind = 21.0 psf 14 ---LCAD CASE #1 DESIGN LCF1D6 ---------------- BC Live �. 0 pa f _ Dir L.Plf L.LCC R:Plf R.LCC LL/T6 . TC Vert 54.0 0- 0- 0 54.0 33- 8-12 .59 BC Vert 30.0 0- 0- 0 30.0 12- 0- 0 .14 EIC Vest 20.0 12- 0- 0 20.0 33- 8-12 .00 17-0-0 t 16-8-12 t 5.00 6-6 -5 00 M014 t 33-8-121 t 8-0-15 SHIP 7-9 hY1X DEFL8MCN (spatter L/I4999 IN 4 12-1D (=) LF -.06" D= -.07" T= -.13" = Joint Locations 1 0- 0- 0 8 = 0- 0- 0 2 6- 1- 3 9 7- 4-12 3 11- 1-12 10 11- 1-12 4 17- 0- 0 11 14- 1-12 5 22- 5- 6 12 19-10- 4 6 27-10-13 13 26- 7- 4 7 33- 8-12 14 33- 8-12 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. •� 7 OVER 3 SCiPPCIIIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by due component manufacturer and done in meg• o `. E.J. WO: J9103 TPI AFPA design No is for dimensional Dimensions are to be ® accordance with the current versions of and standards. responsibility assumed accuracy. gor Ds EC .Date : 3/ 8/99 verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 1 01 _ TC Dead &x.31.0 ` ur F acs L=1.25 P=1.15 Mr End 1.00 Western Wood this design meet or exceed the loading imposed by due local building code. It is assumed that the top chord is laterally braced by Ute roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause due moisture ® Fabricators content of due wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following TAL PLATE CONNECTED WOOD TRUSS' 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR MEES BC Live �. 0 pa f _ O. C. Spacing 2- 0- 0 standards: - 'IIANDLING 'HIB EC Dead Deaign Spec UBC -97 3700 Riego Road, Elverta, CA 95626 (QST -88), INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY 41 ps SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37:0 psf eqn 09.30.98- 71076 Job Name: MORRIS. CSI Truss ID: PD Drw : PD CSI EFU 1 • X -LOC R]75LT 0- 112 863 SIZE REQ'D 3.50 1.50 " 'IDP allM 2x5 FL #2 ECIr CI -IM 2FL #1 4 1x4 orntirnjam lateral Fffi (CCB), l located for ®, IT= REACTIONS) 5-12 2 11- 1-32 1528 3.50" 1.50" x:4 V B 2x4 FL SJR nailed w/2-lOd, eWal ` off wb CR 1x4 "T' trace nailed flat to edge of -1 a 2 70# 6# 3-11 1211 _3 33- 8- 0 962 1.50" 1.50" Pla ANSI/`= - 1995 THIS�IS 034:(=STIE w/ 8d at 8" o.c. OR a scab (same as web) 3 -89# 'This 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY / BC Dead 140 Design Spec UBC -97 THE RFSZII,T OF nailed to face of web w/10d at 8' o.c. If suss isis designed usirg the TC FCRCE AXL END CSI r+[tr:rrvrF LOAD CASES. 2 are required, attad 'T" to both edges or LBC -97 Cbde. 1 2 -1342 .13 .30 .43 PLATE VALUES PER ICBO RF.SEAIKH REP it #1607. Loaded for 10 PSF Tnz scab to both facers. If 3 or More are req., "T" be Bldg Riclosad =Yes, Ehd Zone = No 3 -780 .08 -552 .00 .19 .21 .27 .21 n-n-crnamatt . Location of interior bearings should be use CCB. or scab twist 90% of web length, and 2x6 if web is > 14'-0". Use Htrrzcane/Ocean Line = No , EKp CateqorV = C Bldg Length = 96.00ft, Bldg V&dth = 40.00ft, 4 -887 .00 .16 .16 clearlybarked on each truss. tracing is stress -graded lutber & bmc or arnmai nails. - Int roof heigbt = 23.80ft, ME = 80 5 6 -1321 01 -1882 .16 .16 �srte ent r�'red (by others) to prevait rctatirn/tc�p iI rtg. See HIB -91 arra Bite egret - tetp--y s)zuing mist be in place before erecting this truss. Classification = 4, D� Load = 21.0 psf ----------ICAO CASE #1 UESIIN LCAD6 ---------------- .02 .44 .45 I/'IPI 1-1995; 107.3.4.5 and 10.3.4.6. PIATIIU BASED CN GREEN LU432 VALIJFS. Dir L.Plf L.Loc R.Plf R.Loc II.,/TL BC F= AXL HND CSI -------------------------------------------- TC Vert 54.0 0- 0- 0 54.0 33- 8-12 .59 1 1526 .22 .25 .46 Designed for 3.5 K lbs load lied BC Vert 30.0 0- 0- 0 30.0 12- 0- 0 .14 2 -858 .05 .24 .29 evatly along thee tans) BC Vert 20.0 12- 0- 0 20.0 33- 8-12 .00 3 -1897 .22 .06 .28 drnrialong partial 4 1761 .25 .14 .39 shovart a nmixent-ly with dead loecl9 only. 5 2135 .30 .21 .51 Dtnaticn=1.33 Partral ccntiiaw is bearing 6 1581 .22 .28 .51 reaction = 542 PIF. -------------------------------------------- M FURCE CSI i 1M FORCE CSI 2-9 -432 .07 4-12 734 .28 3-9 712 .27 5-12 -638 .34 3-10 -1450 .56 5-13 705 .27 3-11 1211 .46 6-13 -433 .09 4-31 -1002 .64 O.C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY 5.00 6-6 7.8 3-4 7-7-3 24 24 5-5 5-5 =0-6-3 34 3 5-5 2.54 3-4 1 11-1-12 8-4-15 SHIP =0-7-9 •.. j 0 -M plates plates are 20 gauge Truswal Connectors unless preceded by 1118" for 18 gauge or. "H" for 16 gauge. q�., (7/ER 3 5 W DETRFX:I'ICN ( ) LV999 IN MFM 12-13 (LS E) L� -.06" D= -.08" T= -.13- Joint Locations = 1 0- 0- 0 8 0- 0- 0 2 6- 1- 3 9 7- 4-12 3 11- 1-12 10 11- 1-12 4 17- 0- 0 31 14- 1-12 5 22- 5- 6 12 19-10- 4 6 .27-10-13 13 26- 7- 4 7 33- 8-12 14 33- 8-12 X1 WARNING Read all notes on this sheet and a copy of it to the Erecting Contractor. CT' WO: J9103 give This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in 'u'• ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be D8gr1r�C ® Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Limo ,U.O�sf ri `1�M DurFacs L=1.25 P=1.15 Western Wood this design meet or exceed die loading imposed by the local building code. It is assumed that die top chord is laterally braced by die roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC �A 0 p`rvf Rep I4br Bnd 1.00 Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with die following 'TRUSCOM 'QUALITY BC Li4, n, psf O.C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY / BC Dead 140 Design Spec UBC -97 SIIEEf' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTALf0j 37.U�rtpsf Seqn 09.30.98- 71077 ip'• , n '� Job Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by Ute component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Truss ID: Q Drwg: Q TC Li 16 . a y� TC Dead 11.000 f BC Live 0 BC Dead 0.0 pis TOTAL 7.0 p EM ' X -LOC RFI+I.T this design meet or exceed the loading imposed by the local building code. 1t is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -9q and 'NIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. SIM RETS' D 1DP CHS 2x6 FL 42 )1x4 ccntinn sus lateral WEB (CLB) , UPLIFT REACTION (S) 1 2 - 3 0- 1=12 14- 1-12 33- 8- 0 584 1675 607 3.50" 1.50" 3.50" 1.50" 1.50" 1.50" BOP OUM 2x4 FL #1 WEB 2x4 FL SU44CAM Platmi pec Ft$I/TPI - 1995 IIdS 15I(�1 IS THE �6TIE RESTII,T C& ® nailed w/2 -10d, located for eqjal. seglertS. 1 IN 1X4 '°1"' laaoe nailed flat to edge of web w/ 8d at 8" o.c. CR a scab (same as .b) nailed to face of e�b w/ltkl at 8" o.c. if support 1 -17# st ttt 2 -62# 3 -56# 'This truss is designed using the TC 1 2 3 4 5 6 FQYE AXL -537 .00 -392 .00 584 .06 -281 .00 -874 , .00 -1014 .00 END .19 .21 .21 .15 .15 .11 tSZ .19 .21 .27 .16 .16 .12 MlI,TIPTE Ili1D CASES. PLATE VALI)FS PER ICED RE"E7Ri REPORT #1607. Loaded for 10 PSF non-oancurrsht BGSL. Locatirn of interior bearings siculd be clearly sharked on each truss. ht )ung iss re (by others) to and ANSVIPZ 95 10.3 and 10.3 4See 96. 2 are zegm_ ed, attach "T"' to both edges orr scab to both faces. If 3 or more are req., use CLB. 17' or scab must be 901; of vieb length, and 2x6 if web is > 14'-0". Lbe stress -graded hnber & box or camrn nails. Interi,or1 be inpsq*o t or to :orary3 shoring mist PiA= BRS'FD IN before erectil 2 VALLkS this truss. UBC -97 Qxie. Bldg Enclosed =Yes, End zahe = No lRuriicane/Ooeign I'm = No , Cate3xy = C Bldg Isgth = 96.00ft, S1dg khL - 400.00ft, Mom roof height = 23.80ft, MPH = 80 0assificaticn = 4, Dead Load = 21.0 psf ----Dir --IL Plf CAD Ll DE3ZIN---R.Lcc Ld/TL BC 1 2 FCRCE AXL 458 .03 -225 .00 END .33 .33 CSI .36 .33 TC Vert 54.0 0- 0- 0 54.0 33- 8-12 BC Vest 30.0 0- 0- 0 30.0 14- 0- 0 BC Vert 20.0 14- 0- 0 20.0 33- 8-12 .59 .14 .00 3 151 .00 .32 .32 4 451 .04 .26 .31 5 883 .09 .25 .34 WB I= CSI VM FUKE CSI 2-9 -311 .06 4-11 614 .29 3-9 642 .26 5-11 -515 .28 3-10 -612 .33 5-12 487 .20 4-10 -1058 .80 6-12 -268 .06 7-7-3 IO -6-3 17-0-0 16-8-12 5.00 6-6 _5 00� 8-4-15 tSHIP -9 C 33-8-12 t '0-3, -4 STUB: 1 plates are 20 gauge Truswal Connectors unless preceded by "iv for 18 gauge or "H" for 16 gauge. Is, it a,�9 MAX DE&7.=CN ( 1,/999 IN M4 11- 12 (LIVE) LF -.05" D= -.06" T= -.11" Joint Locations 1 0- 0- 0 8 0- 0- 0 2 6- 1- 3 9 7- 4-12 3 11- 6-10 10 14- 1-12 4 17- 0- 0 11 19-10- 4 5 22- 5- 6 12 26- 7- 4 6 27-10-13 13 33- 8-12 7 33- 8-12 0 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by Ute component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Eng•Jo" .EJ. Q Chk: CM -110 0 Dsgnr: gq;.%Date: WO: J9103 3/ 8/99 TC Li 16 . a y� TC Dead 11.000 f BC Live 0 BC Dead 0.0 pis TOTAL 7.0 p DurFacs L=1.25 P=1.15 ep Hbr Bnd 1.00 C. Spacing 2- 0- 0 Design Spec UBC -97 Seqn 09.30.98- 71078 Western Wood ®Fabricators 3700 Riego Road, Elverta, CA 95626 this design meet or exceed the loading imposed by the local building code. 1t is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause die moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -9q and 'NIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. 01 job Name: MORRIS Truss ID: S Drwg: S y EFU - X -LCC RFPLT SITE REQ'D TCP allM 2x5 FL #2 Pla ' ANSI/TBI - 1995 'This design based on dim bracing applied 1 0- 1-12 1017 3.50" 1:50" 2x8 FL 42 2-7, 7-10 THIS LISIC�I IS UE t>CMPOSTIE RESLA.,T CIF per the following sd�eaile: 2 14- 1-12 4838 3.50" 2„21" B71' CH3M 2x6 FL #2 trta.'rrvrF L AD CASES. trcac o.c. Erns to 3 33- 8- 0 1564 1.50" 1 ,50" tEB 2x4 FL Sly PLATE VAU ES PER ICBG RES RCH IW= #1607. TC 24.0" 5- 5-11 28- 6- 5 Lo atirn of interior bearings should be Loaded for 10 PSF rrn-amuratt Bay - This truss is designed using the TC ECRB ANL EM CSI clearly nanked an each truss. Interior -R-t or terpoaary a --g trust IBC -97 Code. 1 -1600 .00 .03 .04 Nail pattern shv+an is for uniform laris be in place before esectirg this truss. Bldg F]rllosed = Yes, Ehd Zor-e = No 2 -1281 .00 .09 .09 rnly. Oxharhtrated l rads > 350# must be Drairage trust be provided to avoid ppaa Hunz�he/Oran Line = No , Cit = C 3 1805 .10 .03 .12 distributed ON others) egally to each F�nttenerht bracing is ON ckl-ess-to Bldg Length 96.00ft, Bldg Vhdth = 40.00ft, 4 3526 .19 .29 .48 ply, ashless na>1 clusters are strvah ( ). = rotatiah/topp See HIB -91 and Mean roof height = 23.80ft, t4Ffi = 80 5 -1268 .00 .29 .29 2x 4 web material vertical its at 24" 1-1995; 10_.33 4. and 10.3.4.6. Classification = 4, Dead Load = 21.0 psf 6 -1268 .00 .03 .03 o.c. (by others aniical). x4 Attach with 2Crntirucus lateral bracing at 24.0" o.c.----------LCPD CAM #1 E•S1GN LCADS ---------------- 7 -1268 .00 .12 .12 1.5-3 min. plates at� and bottan. attached w/ 2-10d bac or camtaz wire nails. Dir L.Plf L.Loc R.Plf R.Loc LL/IL 8 -3810 .01 .13 .15 Flat top chord has not been designed for PLATRU BASED CN GZEE 1 UWER VALUES. TC Vert 54.0 0- 0- 0 54.0 4- 0- 0 .59 9 -4270 .01 .14 .15 drlfthrg snow ashless noted otherwise. 2 -PLY! Nail w/10d C344:N, staggered M-91 TC Vert 162.0 4- 0- 0 217.0 17- 0- 0 .49 10 -3204 .01 .09 .10 Sect. 12) in: TC- 2/ft B- 27ft WEBS- 2/ft TC Vert 217.0 17- 0- 0 162.0 30- 0- 0 .26 BC FCRCE AXL BW CSI 1 1454 .09 .05 .15 2 1494 .10 .04 .13 3 1223 .08 .04 .12 4 -1934 .00 .21 .21 5 -3148 .01 .21 .22 6 3693 .24 .08 .32 7 3693 .24 .08 .32 8 4373 .28 .08 .36 9 2927 .19 .08 .27 10 2902 .19 .09 .27 II'm FC%E CSI 2-13 159 .03 2-14 -766 .05 3-14 472 .10 3-15 -1912 .12 4-15 1069 .22 4-16 -2858 .18 5-16 -3018 .17 5-17 4213 .86 13011 VIM FORCE CSI 6-17 -607 .03 7-0-10 8-17 -2878 .19 t I 8-19 559 .31 2-PLYS 9-19 -793 .05 16-8-12 9-20 -420 .02 REQUiREDF500 23-0-10 10-20 1445 .29 10-21 100 .02 7-7-3 =0-6-3 i 130/1 TC Vert 54.0 30- 0- 0 54.0 33- 8-12 .59 BC Vert 50.0 0- 0- 0 50.0 14- 0- 0 .26 BC Vest 40.0 14- 0- 0 40.0 33- 8-12 .22 BC Vert 20.0 33- 8-12 20.0 34- 0- 0 .43 Type... Lbs X. Loc LL/TL TC Vert 130.0 4- 0- 0 .43 TC Vest 130.0 30- 0- 0 .43 -5.00 1 8-4-15 SHIP IO -7-9 WX rEFLst'•rrtN ( Lt/999 IN MEM 19-2D (LIVE) LF -.05" D= -.07" T= -.12" = Joint Locations = 1 0- 0- 0 12 0- 0- 0 2 4- 8-12 13 4- 7- 0 3 7- 9- 4 14 7- 9- 4 4 10-11- 8 15 10-1.1-8 5 14- 1-12 16 14- 1-12 6 17-31- 9 17 17-11- 9 7 18- 3- 9 18 20- 0- 0 8 21- 9- 6 19 21- 9- 6 9 25- 7- 3 20 25- 7- 3 10 29- 3- 4 21 29- 5- 0 11 33- 8-12 22 33- 8-12 33-8-12 ~ n-3 m 4 B _ 41336 < 0/9 EXP- 11 plates are 20 gauge Truswal TYPICAL PLATE 1.5-4OF Connectors unless preceded by '11811 for 18 gauge or "El" for 16 gauge. Q• � C���� OJFR 3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �[D� • Jaft�->•F�J;' WO: J9103 I'liis design is for an individual building component. It has been based on specifications provided by Ute component manufacturer and done in accordance with Ute current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beverified (2iv w: EG� j^ Date: 3/ 8/99 by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on C Live 16%0 {supportofcomponents psf DurFacs L=1.25 P=1.15 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by Ute roof or floor sheaUting and Ute bottom chord is laterally braced by a rigid sheaUting material directly avached, unless otherwise noted. Bracing shown is (or lateral Fabricators members only to reduce buckling length. This component shall not be placed in any environment that will cause Ute moistureC content of Ute wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install orad brace this wss in accordance with Ute followingC standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- ead 11:.0 paf Live ��y .�O�paf Rep i1lbr Bnd 1.00 O.C.Spacing 2- 0- 0 'HANDLING f03700 Riego Road, Elvcrta, CA 95626 (QST -8g), INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY d F1-0. 0',psf Design Spec UBC -97 SIIEET' by TPI. Tlhe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association 3^7+/.0 (APPA) is located at 1250 Connecticut Ave• NW, Ste 200, Washington, DC 20036. AL paf Seqn 09.30.98- 71079 .. � S rar( V Job Name: MORRIS WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: V Drwg: V � �W BG ' X -LOC REACT 1 0- 2-12 458 SIZE REQ' D 5.50" 1.50" 'Ii& allM 2x6 FL #2 B71' CHS 2x4 FL #1 1X4 caltin cus lateral WEB (CLS), ® located for UP= REACTIIN (S) 2 8- 2-12 1234 5.50" 1.50" 2x4 FL ST74� 14-3 nailed w/2-lOd, segtatts. CR 1X4 "'I'l brace nailed flat to edge of web st{ t 1 -49# sr Filart 3 -17# 3 28- 9- 4 1033 5.50 1.50" VEB2x4 FL SI7VCARD w/ 8d at 8" o.c. CR a scab (same as web)4 -31# 4 33- 9- 4 400 5.50" 1.50" G9BLE BLK 2:g FL #2 nailed to face of web w/10d at 8" ox. If This s is desigrted rising the Segn 09.30.98- 71080 Platirtg spec ANSI/IPI -1995 2 are zec}iire 1, attach '"1"' to both edges or LBC -97 tbde. TC FCRCE AXL END CSI IICLS DESIt11 IS THE LTTE REALT OF scab to both faces. If 3 or none are req., Bldg FhClosed =Yes, El�d Zone = f3� 1 -549 .00 .0 .11 VELT= LOAD CASES. use CCB. "1"' or scab trust be 90% of vieb 1•Amzcarie/Ocean 2 -489 .00 .15 .15 PLATE VALL)ES PER ICED PMEARCH RLQ' #1607. l�gth, and 2:6 if web is > 14'-0". Use 3 131 Ol .15 .16 Loaded for 10 PSF ri n -ca rurxmt. BOLL. stress�aded lurches & box or o m a nailof �dg h02 4 1i3 10 .12 Interior stpp=t or temporary sh rring trust Locaticn of irrt•en�+* ba�r>3s should be6 930 ,00 00 ]5 .18 ]5 .19 be in lace before p erecting this truss. fable horiacntal studs are 2x 4 c�eb natenal clearly marked m each truss. FY�it�etrt brcacing is (by others) to --------ICAD CASE L. DE15IIN IAAC6 ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/'IL 7 -827 .00 .18 .18 at 16.0 inches o.c. unless noted �. 1 bcq� See HID -91 and TC Vert 54.0 0- 0- 0 54.0 34- 0- 0 .59 M�kTa 1-1995; 10.33 4. and 10.3.4.6. BC Vert 30.0 0- 0- 0 30.0 8- 0- 0 .14 9 -121 .00 .1199 .1199 [+] indicates the reghiremeht for lateral bracing Shim bearings (if r for req fit. BC Vert 20.0 8- 0- 0 20.0 29- 0- 0 .00 BC Ftp AX L )tD CSI (designed by others) perperlim' to the plane of the e n erbes at intervals. PLAMU BASED IN GREEN LLNBFR VALLIS. BC Vert 30.0 29- 0- 0 30.0 34- 0- 0 .00 Type Lbs X.Loc LLVTL 1 502 .07 .08 .16 BLai=,s a result of wird lM applied 'IC Vert 75.0 15- 9- 0 .43 2 -146 .00 .08 .08 to men%er 'IC Vest 75.0 18- 3- 0 .43 3 -1232 .02 .23 .25 4 -34 .00 .66 .66 5 6 601 601 .07 .07 .66 .63 .73 .70 L/9 9 IN r t rQ1 (span) L IN (LIVE) 7 99 .01 .63 .64 -. D= -.2-16 IF -.20" D= -.26" T= -.46" 8 76 .Ol .10 .11 175A 75N = Joint Lo� VEB FCRCE CSI VM FCRCE CSI 1 0- 0- 0 1 0- 0- 0 11 3-14 -421 .09 6-15 -78 .04 2 4- 5-15 12 4- 5-15 2-12 -156 .04 6-17 322 .13 3 8- 1-12 13 8- 1-12 3-12 5-13 683 -828 .28 7-17 -350 .13 9-17 794 17-0-0 17-0-0 4 9- 9- 8 14 8- 1-12 13-15 653 .42 .27 .32 9-18 -922 .12 i 5 12- 6- 0 15 12- 6- 0 6 17- 0- 0 16 18- 0- 0 5-15 158 .05 7 22-10-10 17 22-10-10 8 24- 2- 8 18 28- 9- 4 9 28- 9- 4 19 34- 0- 0 3-4 6-6 10 34- 0- 0 7-7-3 3.5-4 2 4 2-4 t 3-4 8-4-15 �. • SNIP =0-6-3 0-10 =0-6-3 1�. 2.5 4 S=3 1.5-4 -4 12 1:5 4 _ cr•., _0K -t 26-0-0 34-0-0 1�� 11 lates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge T1 CAL PLATE : 5-5 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �$! Job: �'' WO: J9103 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be ChCM Da EC Date: 3/ 8/99 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on �16: 0 psf - ead j'1.Ompsf DurFaes L=1.25 P=1.15 Rep Mr Bnd 1.00 Western Wood this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Boorve sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of die wood exceed 19% ardor cause connector plate corrosion. Fabricate, handle. install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC i 04 af O. C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY 1 SC Dea ��p 0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper y a Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37ji 0 psf Segn 09.30.98- 71080 Jab Nante: MORRIS L/999 IN MEM Truss ID: XBT1 Drwg: XBT1 EFU ' X -LOC REACT SIZE REQID TCP OI{;lD 2x4 FL #1- ANS tm - 1995 This Uim is designed using the - 1 0- T-12 8q8 1.50" 1.50" BCA' GUM 2x4 FL #1 �IS THE CCMPOSTIE REAII..T CI LBC -97 Cbde. 2 18- 2- 6 858 1.50" 1.50" VM 2x4 FL SIS KXZ= LCPD CASES. Bldg Fnrlctised = Yes, IIrid Zaie = No TC FORCE AXL ENDCSI Pextrenent bracing is regiired "y others) to See HIB PLACE VAUJES PER IC ID RESEIVU4 IMP=#1607. PLATIN; BASED UDEFR VALUES. Iiziicanie/Ocean Lim = No Cateclory = C WLdth = 40.00ft, WO: J9103 pprreevveHntt xotatirn/tt -91 and ON GREEN Bldg I,�th = 96.00ft, Bldg 1 -2439 .06 .39 .46 PfSI/IFI 1-1995; 10.3.4. and 10.3.4.6. Date: 3/ 8/99 Mean roof height = 21.30ft, MRi = 80 2 -1905 .03 .17 .20 DurFaee L=1.25 P=1.15 Western Wood Classificatirn = 4, Dead Load = 21.0 psf 3 -1905 .03 .17 .20 TC Dead 141.Oaf Rep Nbr End 1.00 ----------LC�AD CASE #1 L&SIGN LaN S ---------------- 4 -2439 .06 .39 .46 O. C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 Dir L.Plf L.Lcc R.Plf R.Loc LLv*IL l BC Di X0,0 -paf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper TC Vert 54.0 0- 0- 0 54.0 18- 3- 2 .59 FC FORE AXL EM CSI Association (AFI'A) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37-J paf BC Vert 40.0 0- 0- 0 40.0 18- 3- 2 .22 1 2356 .35 .58 .94 Y 2 2.356 .35 .58 .94 YEB FURM CSI V]m Fa?CE CSI 2-7 -558 .18 4-7 -558 .18 3-7 688 .28 4-4 T 2-7.4 SHIP IO -3- L/999 IN MEM 6-7 (LIVE) LF -.14" D= -.19" T= -.33" Jointt locaticris = 1 0- 0- 0 5 18- 3- 2 2 5- 1- 5 6 0- 0- 0 3 9- 1- 9 7 9- 1- 9 4 13- 1-14 8 18- 3- 2 G c rn ;r, M ul F.,.6l30/99 :117 CiV��G 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. E�tg Job: �fiJ. k r WO: J9103 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Ch1c �CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be fiC ^ �` 'm lS e Date: 3/ 8/99 verified by die component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on t, Live �6 .�af DurFaee L=1.25 P=1.15 Western Wood this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 141.Oaf Rep Nbr End 1.00 ® Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC Liv 0! paf O. C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY l BC Di X0,0 -paf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper �-' Association (AFI'A) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37-J paf Seqn 09.30.98- 71081 Y job Name: MORRIS 2M X -LOC REFCr SIZE REQ'D. 1 0- 6-12 635 1.50" 1.50" 2 13- 8- 0 645 1.50" 1.50" TC FCRCE AXL HA CSI 1 -1763 .03 .22 .25 2 -1410 .02 .09 .11 3 -1410 .02 .09 .11 4 -1763 .03 .22 .25 BC FCRCE AXL SM CSI 1 1703 .26 .29 .55 2 1703 .26 .29 .55 WrB FCRCE CSI VEB FORCE CSI 2-7 -369 .07 4-7 -369 .07 3-7 492 .20 TOP aim 2x4 FL #1 BOr CI ] D 2x4 FL #1 ME 2x4 FL S>T11ARD Perrenent bracing is Ory otlrss) to pxeJ4zotatiErVtcFp� See HIB -91 and I/TPI 1-1995; 10_.3 4. and 10.3.4.6. T 2-0-7 2.5 IO -3-14 Truss ID: XBT2 Pla 'WANSI/IM - 1995 THISI SIC31 IS THE COMPOSTIE RESTII.T OF nII,T= LCPD CASES. PLZaE VXM PER ICBO RESEARCH REPCRr #1607 PLATT2T BASED IN GREEN LIMBER VALi]ES. Drwg: XBT2 This truss is designed using the UBC -97 t7xie. Bldg EhClosed =Yes, Etrl Zate = fb Htmicz<ie/(bait Line = Db , Catec�y = C 14 g Is /0__ 6 OOZ1 OBfd3 4fidth = 4b.00ft, Classificatirn = 4, Dasd Land = 21.0 psf ----------I(1tD CASE #1 DESIIN Ir�1LS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/'IL TC Vest 54.0 0- 0- 0 54.0 13- 8-12 .59 BC Vert 40.0 0- 0- 0 .40.0 13- 8-12 .22 6-10-6 t 6-10-6 t 00 4-4 3.00 I 13-8-12 \ i plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. Ettg . J . E7 . Dsgnr TC L TC DeXe BC Live BC Dead 1010 TOTAL '' 37 144X DEF71'XTICN (span) L,1999 IN M4 7-8 (LIVE) LF -.06" D= -.08" T= -.14" Joint Locations 1 0- 0- 0 5 13- 8-12 2 3-31-11 6 0- 0- 0 r 3 6-10- 6 7 6-10- 6 4 9- 9- 1 8 13- 8-12 �. 1336: �. of cN>�`� r- WO J9103 Date: 3/ 8/99 0 Esf DurFacs L=1.25 P=1.15 paf Rep Hbr Bnd 1.00 ti0 psf. O.C.Spacing 2- 0- 0 A psf Design Spec UBC -97 0_ psf Seqn 09.30.98- 71082 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on WesternWood this design meet or exceed die loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and Ute bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of die wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. Ettg . J . E7 . Dsgnr TC L TC DeXe BC Live BC Dead 1010 TOTAL '' 37 144X DEF71'XTICN (span) L,1999 IN M4 7-8 (LIVE) LF -.06" D= -.08" T= -.14" Joint Locations 1 0- 0- 0 5 13- 8-12 2 3-31-11 6 0- 0- 0 r 3 6-10- 6 7 6-10- 6 4 9- 9- 1 8 13- 8-12 �. 1336: �. of cN>�`� r- WO J9103 Date: 3/ 8/99 0 Esf DurFacs L=1.25 P=1.15 paf Rep Hbr Bnd 1.00 ti0 psf. O.C.Spacing 2- 0- 0 A psf Design Spec UBC -97 0_ psf Seqn 09.30.98- 71082 ' � ` � . | ' . � . �TRUCTURAL CALCULATIONS FOR ' CONCRETE RETAINING -BEARING WALLS STEVE HARDINS 504 NUNNELEY ROAD . PARADISE, CA 95969 ' . ` . . . CALCULATIONS ARE IN COMPLIANCE WITH THE 1994 EDITION OF THE UBC ' SIGNED v -^~---/ ~- - DATEFRAN=- L. TY__-,. 32434 F L T ENGINEERING -5790 CLARK ROAD PARADISE, CA,959�9 (530) 872-0254 SUBJECT: CONCRETE BETA I N I N(3 --BEAR I Nim WALLS BY: FLT DATE: 3/96 JOB NO.: 6001 PROJECT: STEVE HARDING 504 NUNNELEY ROAD, PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 10 DESIGN CRITERIA: STUD WALLS, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1994 UBC SUPERIMPOSED LOADS: MIN. DL = NONE MAX. LL = .040 x 17 + . 020 x 9 + .050 Y: 5 = 1. 1 1 k / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH (INCLUDES DL+LL) AND SLIDING RESISTANCE .(MIN. DL ONLY), MAX. LL — ROOF DL + SNOW + WALL. DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX . 3' FROM WALL - 2. 0/6--2 _ .056 KSF -- 1' SURA :H. CALC'S PROVIDED FOR: A. 3'-6" HIGH WALL — SHEETS 2 & 3 B. 51-0" HIGH WALL — SHEETS 4 & 5 C. 6'-6" HIGH WALL — SHEETS 6 & 7 D. 81-0" HIGH WALL — SHEETS 8 -& 9 CONSTRUCTION DETAIL — SHEET 10 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6%6 — W1.4 ! W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. PROJECT : STEVE HARD I NG JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL C:ALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 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): i=OEFFIC:IENT - a TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL -Rt (KIP): REAS=TION L BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'" ) ld'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.020 3.75 #4 @ 117.6 MIN. VERTICAL REINF. - .15 % (IN" ) : MIN. HORIZONTAL REINF. - .25 % (IN"20 DESIGN REINF. - VERTIC=AL: #4 @ 24 - HORIZONTAL: #4 @ 13 FLT ENGINEERING 5790 i_ LARK F:OAD PARADISE, CA (916) 872-0254 SHEET Z OF /O 0. DO 1 . 1 1 .5 ft 4.17 6 1.46 0.108 0.180 PROJECT : STEVE HARD I NG JOB NO. : 6� X31 DATE : 3/1996 C.ALC S BY : FLT FLT ENGINEEP'ING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET ..? OF /O FOOTING DESIGN: --------------- DENSITY OF`SOIL (PCF): 100 DENSITY OF- CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF) : 15� 0 ALLOW. LATERAL BEARING PRESSURE (PSF") : 200 FRICTION COEFFICIENT — Fc: 0.35 BEAT' I NG 'PRESSUR'E REDUCTION (PSF) : 0 NET. ALLOW. BEARING PRESSURE (PSF) : 1500 PRELIM. FOOTING — WIDTH A INS HES) : 12.41 — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES): 12. 00 — DEPTH (INCHES): 6. 00 TOTAL GRAVITY LOAD - Pv (KIP) : 1.55 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1552_< 1500 SLIDING RESISTANCE — Fr (KIP): 0.25 > 0.16 SLAB REINFORCEMENT: ------------------- RE I NF .0 TOP OF WALL (BAR #) : MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF . (I N`''•2/LF) : ALLOW.: TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 4 9.59 4 4 5.9 0.029 4 7.14 PROJECT : STEVE HARD I NG JOB NO. : 6001 DATE : 3/1996 CALG'S BY : FLT SUBJEC=T: CONCRETE RETAINING -.BEARING WALL -------------------- ------------ WALL DESIGN: ------------ ALL i_ALC:ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE FIATI0: LEVEL SOIL EQUIVALENT FLUID PRESSURE (P'SF) : 30 SUR HARGE.(FEET): 1000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.0o - LIVE LOAD (KIP) 1.11 OVERALL HEIGHT OF THE WALL - Hw (FEET): 5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5.67 THICKNESS OF WALL - T (INCHES): 6 COEFFIC:IENT - a 1.46 TOTAL EARTH P'R'ESSURE - Fhr (KIP) : REACTION @ TOR' OF WALL -.Rt (KIP): 0.18 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.30 HEIGHT OF 101 SHEAF: - Ho (FEET): 2.62 MOMENT - Mw (FT -KIP): 0.30 AREA REINF. (INA) ' d' (IN) . SIZE .& SPA (IN) ------------------------------------------------ 0.055 3.75 #4 @ 43.7 MIN. VERTICAL" R'EINF. - .15 % (IN"2) : 0.108 MIN. HORIZONTAL REINF. - .25 % (IN`"' ) : 0.180 DESIGN REINF. - VERTIC=AL: #4 @ 24 - HORIZONTAL: #4 "@ 13 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254 SHEET 1. OF /0 PROJECT : STEVE HARDING JOB NO. : 6o31 DATE 3/1996 CALC'.S BY : FLT FOOTING DESIGN: • FLT ENGINEERING 5790 CLARY ROAD PARADISE, CA ( 916) 872-0254 SHEET F OF /d DENSITY OF SOIL (PCF): 100 DENSITY OF CONI=ERTE (PCF): 150 ALLOW. SOIL BEATING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (F'SF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION ( PSF) : 0 NET. ALLOW. BEARING PRESSURE (PSF):. 1510 PRELIM. FOOTING - WIDTH -(INCHES): 13.61 - DEPTH (INCHES): 6.00 DESIGN FOOTING - WIDTH (INCHES): 15.00 - DEPTH (INCHES): 12.0 TOTAL GRAVITY LOAD - Pv 0--f. IF) : 1.89 INCREASE OF ALLOW. SOIL PRESSURE 0-0 ACTUAL SOIL PRESSURE - Q (PSF) : 1508 < 1500 ell SLIDING RESISTANCE - Fr (KIP): 0.47 >,0.30 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 7.23 DESIGN HORIZONTAL SPAN ( FEET) e 4 SLAB THICKNESS CINCHES): 4 SLAB WIDTH REOUIRED (FEET): 10.42 DESIGN AREA OF SLAB RE I NF . (I N•'" /LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (I Ni :HES) n 12.57 PROJECT : STEVE HARD I NG JOB NO. : 6031 DATE : 3/1996 CALCIS S BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL i_ALi=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): 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 TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'2) fd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.115 3.75 #4 @ 20.9 MIN. -VERTICAL REINF. - .15 "% (IN^ ): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #4 @ 20 - HORIZONTAL: #4- @ 13 FLT ENGINEERING 5790 i_ LARK ROAD PARADISE, CA ( 916) 872-0254 SHEET ,� OF,Q Q LEVEL 30 1 40 000 0. 00 1.11 6.5 C. 7.17 6 1.46 0.77 0.' 8 C.. 49 3.68 0.63 0.108 o. 18o FLT ENGINEERING PROJECT : STEVE HARD I NG 5790 CLARK ROAD JOB NO. : 6081 PARADISE, CA DATE : 8/1996 (916) 872-0254 CALCIS BY : FLT SHEET % OF /D FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF i_ ONC:ERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 206 FRIi=TION COEFFIC:IENT — Fc: 0,35 BEARING PRESSURE REDUC=TION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 14.81 — DEPTH (INCHES): 7.95 DESIGN FOOTING — WIDTH (INi=HES): 18.00 — DEPTH (INCHES): 16.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.26 INCREASE OF ALLOW. SOIL PRESSURE (%): 6.7 ACTUAL SOIL PRESSURE - � V (PSF): 1504 < 1600 SLIDING RESISTANi=E Fr.- (KIP) : 0.76 > 0.4`3 SLAB RE'INFORi=EMENT: ------------------- REINF C TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.80 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 16.2 DESIGN AREA OF SLAB REINF . (IN'''S/LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 19.55 PROJECT : STEVE HARDING JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (00: 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KAI): 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): THIiKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - H� � (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN• 2) ' d' (IN) SIZE t SPA (IN) ------------------ ------------------------------ 0.208 3.75 #4 @ 11.5 MIN. VERTICAL REINF. .15 % (IN"2 ): MIN. HORIZONTAL REINF. - .25 % (IN•"2) : DESIGN REINF. - VERTICAL: #4 C 11 - HORIZONTAL: #4 @ 13 0. 00 1.11 8.67 6 1.46 1.13 0.72 4.54 1.14 0.103 0.180 FLT ENGINEERING 5790 CLARK ROAD PARADISE,' CA (916) 872-0254 SHEET 4' OF /D PROJECT : STEVE HARDING JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF):' ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEATING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INi_HES): — DEPTH (INCHES): 100 150 1500 00 0.35 0 1500 16.01 17.97 DESIGN FOOTING - WIDTH (INCHES) : 18. Oo - DEPTH (INCHES): 21.00 TOTAL GRAVITY LOAD - Pv (KIP): 2.54 INCREASE OF ALLOW. SOIL PRESSURE (%>: 15;0 ACTUAL SOIL PRESSURE - 0 (PSF): 1692 <; 1725 SLIDING F:ESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAF: #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (I N`' 2/LF) : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): . 1.11 > 0.72 4 4.84 4 4 23.28 0.029 4 28.09 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254, SHEET 9 OF s a • S T R U C T U R A L C A L C II L A T I 0 N S ---------------------------------- MROMM M A R K & S T A C E Y M O R R I S R E S I D E N C E C A L E R N B A R W A Y, A P 5 5— 3 7 0— 0 8 7 P A R A D I S E, C A 9 5 9 6 9 r S T E V E H A R D I N G 5 0 4 N'U N N E L E Y R O.A D PARA DISE, CA 95969 F L T "ENGINEERING 5790 CLARK ROA D PARADISE, CA 95969 ( 5 3 0) 8 7 2— 0 2 5 4 F LT EMOUMEERPH(M CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 EJECT: STRUCTURAL CQTcL� CMLA`//�DOO NS W. DATE: < / SHEET W. / OF IO CHECKED BY/: DATE: JOB No. 7013 SUBJECT: V,a/tie AJC CoVsT,e. vcTlo,, . 5 Y -NEVE' hllol 14-1 ' IF-oo'z — s /2 3�'F= QR )f ESS/pN9 N CD . O. 32 4 civ qlF pf CAL�F�// DL a /O l'S'px� ':�), ,, D, 62Jc �d'�r')X /�tT"xf0 7'�—�%tcLs C6Ve�e� SNU G / -)07X= ' DA.J L Or�/�'.-�7Z/.�/!✓,'�. �/� �T/O,U US �?> /� L—�—L-^- S !.� ��TP � /,.e'%' /, CML • STRUCTURAL 7 (916) 872-0254 FAX (916) 872-9331 BY: DATE: Z/py SHEET No. 2 OF/Q 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: PJECT Z-- 4, (r -4V77) x ellF V -,c,/2 t 6b 7,7x 6�)/z t 76 — r, 1p) . 2, (P12, Z 9 *, o/d,c g2J-x .3) Tv Z- /,rvss — ZO. //Z = /� crc{' t /, z�z = 2_ e z Al r�f j��/s � /, Ob •i , .321! �`r,� � /6� -� ��� c .�.�j F LST ENWHEEMNO CML -STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 iv,WECT: STRUCTURAL C ALC ULAMONS W. �L % DATE: 2 J SHEET No. 3 OF 4�) CHECKED BY: DATE: JOB No. 1713 ABJECT: G /rU ;7 7 — 1 _5� s , �1 < / 2 � . a-4rx (cT; /2) c� _ � 2?,* IV 7 rtcjt, e he �3iz 20 7r G sT�4 �2 �' firs mss G/rvs� 2 7 CML • STRUCTURAL T O (916) 872-0254 FAX (916) 872-9331 BY: DATE:9 / E: Pp SHEET N0. p OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: FJECT F LT ENOWEEMNO CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 flMECT: STRUCTURAL CALCULAMONS BY: �G r DATE: 2�� / SHEET No. rOF /D CHECKED BY: DATE: JOB No. SUBJECT: t F LST ENWHEERNM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 EJECT: STRUCTURAL C AL CUL ATPOO NS BY: )` r DATE: —7 19 SHEET No. (; OF A9 C CHECKED BY: DATE: JOB No. !P%3 SUBJECT: vf'7q--x A 33 /6W1 c l 33 = Z3.71� l rJ.L ,Sins ED ow ,F00/� Ole- �vi'or"y OF - All _ x Z?, � 1 /D y � x ia��'= "177 O 72 "�/ C 072,E ,,;r x 'p, t F LT EMMMEERNM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 rWECT: STRUCTURAL CaC LULCaMSIS W.lr i7- DATE: 0/ I`Q al SHEET No. 7 OF Q�D CHECKED BY: DATE: JOB No. / a/3 SUBJECT: �oT- _ , O�crx 2• tax �• �� % � �`C 2 1331, 10,V D T lg - Alt 3 76 /c NO 0,l- lei 911 7?/' ?,a Z.���� 3� t Zx �f 2� 3rc�`t Z 7-�(l't �" /fG7 • (% t lg - Alt 3 76 /c F LT EMOOMEER�G M . CML • STRUCTURAL (916) 872-0254 FAX (916( 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 P1ECT: STRUCTURAL C ALCULATOONS BY: /F DATE: 0/ •n SHEET No. OF %U CHECKED BY: DATE: * JOB No. SUBJECT: Xz G' • r3 , a;�Qr;Z e 7 4z,4 slaE LlvE 9 — /Z;-. oVu�t x7 =, c USE- .ms s c- /io 2- o,4 • � [//ns9F ��� ��Y c.DX .w Sv�� � E fit y � ��- �T�io,� . T '�-- � 3 /6ln-1� Tc7 •.. � .. _ - psp� a•: � : � ---�i�o�- ; �� y,.�-�.�; - ��� TP _ G'naea- oma- Aov - L ,vim ,� C G�� z� � �• � � ��'�' Tvss�-� , e ;��.^..... / lea•, F 1Y f. � Ev..a' r 2 -D 4 (f C -)z le,2 T7 .Doo, To -fx L S1774 a !p F LT EMMMEEG3 NO STRUCTURALS CALC ULQMNS, CML • STRUCTURAL BY. DATE: Z �! SHEET No. 9 OF �v (916) 872-0254 FAX (916) 872-9331 p 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: f WMECT: OF .DUTL'H��-� /�vss Com� O T 6 V/0 Of' .� r b LOG/C �L �LY• L�DI�'�� //j'l't7`, ,�5�'izr>. �- ¢ — lis'•- �� y�Y�. �o� �/ rP� �X y� tJ`66�L f8&7ZL) , 01,4 G1vE s- cows. — Z� ` C•�/16c� � cP a mac• � -. ,�DlT'� �/[=L J� iv .I�G.�4' s . To Tom �v�/6a/ c34<g5 7a � l2 ` Tri �vcJJo. % GsT,t Az 4> F LST E( GMEERPHO • CML • STRUCTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 rMECT: STRUCTURAL CALCULAMON's DATE: `�` . SHEET No. /o OF /0 CHECKED BY: - DATE: JOB No. 90/3 SUBJECT: r f. fir. /Z� }�'2 cox /, 2�t'. d t!I> /'� -x �Z 145,- 1X"=2�2dU©c %Sid• lr/¢ Z7D,e) /,U It z / tom- " // ° �vI2 - o oc 1'1-2 �o7 V,vc/ --- _ .��3 f�z f Z� f, O/d x Fes -/ . are 9r 17x /Z — �,� • ZD,c `�6' x ZZ, iz i 4. z LAND DEVELOPMENT l/ OE / HI 99 BUILDING / ENVIRONMENTAL H -PERMIT CLEARANCE Building Permit No. NAME OWNERS / ►' Lb l� IC L S / I.� NUMBER D -55 J76—i) PRINT LAST NAME FIRST ADDRESS / LOCATION: % ' I ��tJ �/� A a COUNTY ZONING n DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL* PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTSICONDITIONS:__� Ul�/� %L�iri//=��t/G TpM S$- S 7 8 7 BB 51P -M cor h BE 1 EV cVME *M9 M/1Gf,�F�M AIII/Minl �4 u112e rE:'r6 _ T GD 45741AA57s CoA412c V O v,4 e-- 77A,44.. ,7—PNI. MAP INFORMATION: DATE OF RECORDING: LOT---/ BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS A - PAGE 23): YES, NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW. A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING WS/ON UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 fL building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 fL leachfield setback from all eAsting wells. —5. Maintain a R leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. X10. Automatic fire suppression sprinkler systema shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and'mobile homes, NFPA. Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. -11. Pay T.D.D. (Therrnalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. — the � as stated in the 14. A traffic Area T on fee for each F a Aogr eadditional living uPaym�ll to paid. de to the Planning Division. All now Area TrsfAc Mitigation with the requirements of the Uniform Building Code for seismic safety. _ 15. All new residential buildings shat be constructed to en foundation system which complies with the Seismic Zone 3 requirements of Mobile homes shat be constructed on a permanent the Uniform Building Code• paid, if such fees have been adopted by the Butte County Board of Supervisors. 16. Deer Mitigation fees are to be . X _ 17. Pay school impact mitigation fees• X 18. A development impact fee for shertff facifities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ EPA approved and designed to meet the emission requirements of the California 19. Wood stoves and flreplaos insects 9W be Clean Air Act of 1988 as amended. 20. If any resources aro encountered dw" ground dist<abing 8*Atkw. an work shalt cease to the area of the tinct pending — examir>ation of the site by a professional archaeologist This person would then be able to assess the site significance and suggest appropriate mitlgadon mom• 21. 22. 23. 24. 25. 26. N 311(18 AO,J�u. o N� 6661 £ 0 dVW a3A130311 LD 8/98 FORMS\BLDG PERMIT CLEARANCE BUILDING PERMIT • SITE PLAN CHECKLIST APN: Building Permit No. 99'oY) Proposed Use: SFD U MH ❑ Res. Accessory 0 Ag. Bldg. 0 Commercial O Industrial O Other: Zone District: T=g - 1 ® General Plan: The Proposed Use Is: Permitted: -'— Not Permitted: Requires a Use Permit: Requires -a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: n Parcel Created By Map? No: Yes: Book/Page Li •- Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire - rev ntion Subdivision Map Front 0-P Side Side, street Rear 1 D Height IVA Parcel in Land Conservation Agreement? No:� Yes: , Check Use Parcel in North Chico Specif! Plan? No: � Yes: , Check NCSP Zoning Parcel in Floodplain? No: Yes: , Zone: ' X' Panel No.: 41>001 `J - 2)SS0 Parcel in Enterprise Zone? No:-Zk, Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other: Landscaping Requirements: OK as shown Other Comments: Reviewed By: Date: 3-,�- -1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. "The RPZs shall be maintained atter the completion of constriction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate.' _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish di: Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. _ 13 14. K:\BLDCCF(4.FR.t 2 �y TABLE OF CONTENTS TOC Project Title.....-. MORRIS RESIDENCE- Date- 0:2/21/99 Project Address........ CALENBAR WAY ******* _____________________ PARAD3SE *x4.51* ff' 0 f '5 Documentation kuthor... Robert A. Man rum ******* g Budding P rm � # Paradise Mechanical �� 5655 Almond Street Plan Check'/ Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate. Zone........... Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. --_-_---MICROPAS4-v451- File-3HALL Wth-CTZ11S92 Program -TOC User.#-MP1342 User. -Paradise Mechanical Run -MORRIS TITLE 24 ------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C=2R................. 6 HVAC SIZING ............... 10 tjtLIDING APP AA, •Y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page l CF -1R Project Title......... MORRIS RESIDENCE Date . 02/21/99 Project Address........ CALENBAR WAY ******* --------------------- PARADISE *x4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Stree=t Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date -- Climate. Zone-........... 11 ------- Compliance. Method...... MICROPAS4 v4.51.f.or 1995 Standards by Enercomp,. Inc. MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 ------------------=------------------------------------------------------------ GENERAL INFORMATION ------ Conditioned Floor Area..... 2465 sf Building Type .............. Construction Type ......... Building Front. Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 16.9 Os of floor area 0.66 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-17.8 -------- R-0 ------- R-17.8 ------- ------------------------ 0.065 FRONT WALL, LEFT WALL Orientation ------------------- (sf) ----- value es BACK WALL, RIGHT WALL Shading Fins Type Window Front GARAGE WALL RT 112.0 ----- 0.740 ---- 2 --------------- None ----------- None GARAGE WALL FT Door n/a R-0 R-n/a R -O- 0.330 .GARAGE DOOR Roof Wood R-27.8 R-11 R-38.8 0.028 ATTIC Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation ------------------- (sf) ----- value es Description Shading Fins Type Window Front (E) 112.0 ----- 0.740 ---- 2 --------------- None ----------- None ---- Yes --------- Metal Window Front (E.) �0.0 0.740 2 None None Yes Metal Window Front (E) 5.0 0.740 2 None None Yes Metal Window Front (E) X10.0 0.740 2 None None Yes Metal Window Front (E) x12.0 0.740 2 None None Yes Metal Window Front (E) /12.0 0.740 2 None None Yes Metal Door Front (E) --20.0 0.510 2 None None Yes Glz<50o Window. Front (E) X12.0 0.740 2 None None Yes Metal Window Front (E)-- X12.0 '-5.5 0.740 2 None None Yes Metal Window Front (E), 0.610 2 None None Yes Metal Window Front (E) -16.0 0.740 2 None None Yes Metal Window Front (E) -2.0 0.610 2 None None Yes Metal Window Front (E) --6.0 0.610 2 None None Yes Metal Window Front (E) 2.0 0.610 2 None None Yes Metal Window Left (S) ,-12.0 0.740 2 None None Yes Metal Window Left (S) X16.0 0.740_ 2 None None Yes Metal Window Back (W) 1-5.5 0.610 2 None None Yes Metal m El CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page2 CF-1R ---------------------------------------------------------------------- Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 ------------------ MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342. User -Paradise Mechanical. Run -MORRIS TITLE 24. ------------------------------------------------------------------------------- FENESTRATION HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency --------------------------- # of Interior Type Over - Crawlspace ------- R-4.2 ----=------- Setback ACSplit 10.00 SEER Area U- Pan- Shading/ Exterior hang/ Framing Orientation ------------------- (sf) ----- Value ----- es ---- Description --------------- Shading Fins Type Door Back (W) /18.0 0.510 2 None ----------- None ---- Yes --------- Glz<500W Window Back (W) 16.0 0.740 2 None None Yes Metal Window Back (W) -,24.0 0.740 2 None None Yes Metal Window Back (W) 24.0 0.740 2 None None Yes Metal Window Back (W) /5.2.5 0.740 2 None None Yes Metal Door Back (W). /36.0 0.510 2 None_ None Yes Wood Window Back (W) 12.5 0.740 2 None None Yes Metal Window Back (W) %12.3 0.740 2 None None Yes Metal Window Back (W) 4'1.5 0.740 2 None None Yes Metal Window Right (N) 16.0 0.74.0 2_ None. None. Yes Metal Door Right (N) � 18.0 0.510 2 None None Yes Wood Door Right. (.N) X33.0 0.510 2 None None Yes Wood Skylight Horz 6.0 0.750 2 None None None Metal HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency --------------------------- Location ------------- R -value Type Furnace 0.800 AFUE Crawlspace ------- R-4.2 ----=------- Setback ACSplit 10.00 SEER Crawlspace R-4.2 Setback - WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.60 EF 50 R-0 SPECIAL.FEATURES./REMARKS ------------------------ CERTIFICATE.OF COMPLIANCE: RESIDENTIAL- Page -3 CF -1R ----------------- ------------ Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24. ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regrulations to implement them. This certificate has been signed by the individual with overall design- responsibility. When this certificate of compliance -is submitted for a single building plan to -be built-in multiple orientations, any shad-ing feature that -is varied is -indicated in the Special Features/ Remarks -section. DESIGNER or OWNER Name._-_ ._ . VERN HALL. Company. HALL & YOUNG CONST. Address- . PARAD-ISE,_,CA 95969 Phone.... _-5?l� 41IAo License. a Signed.. *1110 ate) ENFORCEMENT AGENCY Name..... . Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name_....... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone..-. 916-877-8882 _-2 i q Signed \. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ----------- Project Title.......... MORRIS RESIDENCE Date........ 02-/21/99 Project Address........ CALENBAR WAY ******* --------------------- PARADISE *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Da-te. Paradise, CA 95969 916-877-8882 --------------------- -FieldCheck/Date Climate. Zone............ 11 - --- Compliance Method....... MICROPAS4 v4.51 f.or. 1.995 Standards by Enercomp,. Inc. MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 Lowrise residential buildings subject to the Standards must contain these measures. regardless of the compliance approach -used. Items marked. with an asterisk (*) may be superseded by more stringent compliance requirements listed on the. Certificate.. of Compliance-.- When this checklist is incorporated. into. the permit documents, the features noted shall be considered by all parties as binding- minimum component perf.ormance-spec.i.fi-cations for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE -MEASURES -------------------------- *150-(x): Minimum -R-19 ceiling insulation. 150(b)-:- Loose -fill insulation manufacturers -labeled R -Value . *150-(c) :- Minimum -R-13 wall insulation in framed- walls (does -not apply to exterior mass walls). *150(d): Minimum R-13 raised floor- insulation in framed floors; minimum R-8 in concrete raised floors.. Design- Enforce- e� ment 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and. Infiltration/ exfiltration controls a. Doors and windows between conditionedand.unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have.l.abel with certified U -value, and infiltration certification. c. Exterior_ doors and windows wea.thers.tripped; all joints and penetrations caulked and sealed. 150ng): Vapor barriers mandatory in Climate Zones 14 and 16 only. Special infiltration barrier instal.led.to comply with Sec. 151 meets CEC quality standards. 150(.e): Install.ati.on of Fireplaces, Decorative.Gas Appliances and gas logs 1. Masonry and factory-bui.l.t.f.i.repla.ces- have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous. burning gas pilots allowed.. MANDATORY_ MEASURES CHECKLIST.: RESIDENTIAL. Page -5 MF-1R ------------------------------------------------------------------ Project. Title....._._.....-... MORRI.S. RESIDENCE Date......... 02./2.1/99 MICROPAS4 v4.51. File-3HALL Wth-CTZ11S'92' Program -FORM MF -1R (. User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE.24 ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- 110-13: HVAC equipment, water heaters, showerheads and faucets- er certified- by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 15-0-(i): Setback thermostat on all applicable heating systems-. 150(j-): Pipe and Tank 'insulation 1. Indirect hot water tanks (e.g.,- unfired -storage tanks or backup -solar -hot water tanks) have insulation blanket -(.R-12 or greater). or_ combined.. interior./exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All. buriedor exposed piping insul.at.ed.in.recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect / hot water . tank . V/ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601.and 603; ducts insulated to a.minimum installed value of R-4.2 or ducts enclosed entirely within condi-t.ioned. space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either_ automatic or readily accessible-,. manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch., weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a.. At Least 36 inches pipe.between.f.ilt.er and heater for future solar heating.. b. Cover for - outdoor pools. or. outdoor- spa. 3. Pool system has directional inlets and a circulation pump.time-switch. 115: Gas-fired central furnace, pool heater, spa heater or household -cooking appliance have. no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Enforce- ment Design- Enforce- er merit f COMPUTER METHOD SUMMARY Page 6 C -2R ---------------------------------------------------------------------- Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 Project Address........ CALENBAR WAY ******* --------------------- PARADISE *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. -------------------------------------------------------------- MICROPAS4 v4.51 File--3HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = = Space Heating.......... 12.88 13.33 ---------- - -0.45 = = Space Cooling.......... 13.41 13.03 0.38 = - Water Heating'.......... 10.53 10.11 0.42 = = Total 36.82 36.47 0.35 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2465 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor.Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Zone Type -------------- HOUSE Residence Raised Floor 1 26976 cf 2465 sf 2465 sf 0 sf 16.9 0 of floor area 0.66 Btu/hr-sf-F 10.9 ft BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) . (sf) 2465 26976 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R ---------------------------------------------------------------- Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 ---------------------------------------------------------- ------------------------------ MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 ------------------------------------------------------------------------------- OPAQUE SURFACES FENESTRATION SURFACES --------------------- 90 Area U- --------------- Insul Act 0.740 Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments HOUSE 90 ----- ----- --- ---- ----- ------------ -------------- 1 Wall 422 0.065 17.8 90 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 436 0.065 17.8 180 90 Yes W.19.2X6.16 LEFT WALL 3 Wall 472 0.065 17.8 270 90 Yes W.19.2X6.16 BACK WALL 4 Wall 301 0.065 17.8 0 90 Yes W.19.2X6.16 RIGHT WALL 5 Wall 96 0.065 17.8 0 90 No W.19.2X6.16 GARAGE WALL RT 6 Wall 54 0.065 17.8 90 90 No W.19.2X6.16 GARAGE WALL FT 7 Door 18 0.330 0 90 90 No None GARAGE DOOR 8 Roof 760 0.028 38.8. 90 14 Yes R.38.2X4.24 ATTIC 9 Roof 1735 0.028 38.8 n/a 0 Yes R.38.2X4.24 ATTIC 10 Floor 2465 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR FENESTRATION SURFACES --------------------- SC U- Act Glass value Azm Tlt Only ----- --- --- ---- SC Interior Int Shading/ Shade Description 0.740 90 90 # of 0.78 Vent 0.740 90 Area Pan- Frame Open Surface (sf) es Type Type HOUSE 0.740 90 90 0.88 1 Window 12.0 2 Metal Slider 2 Window 10.0 2 Metal Slider 3 Window 15.0 2 Metal Slider 4 Window 10.0 2 Metal Slider 5 Window 12.0 2 Metal Slider 6 Window 12.0 2 Metal Slider 7 Door 20.0 2 Glz<50% Hinged 8 Window 12.0 2 Metal Slider 9 Window 12.0 2 Metal Slider 10 Window 5.5 2 Metal Fixed 11 Window 16.0 2 Metal Slider 12 Window 2.0 2 Metal Fixed 13 Window 6.0 2 Metal Fixed 14 Window 2.0 2 Metal Fixed 15 Window 12.0 2 Metal Slider 16 Window 16.0 2 Metal Slider 17 Window 5.5 2 Metal Fixed 18 Door 18.0 2 Glz<50% Hinged 19 Window 16.0 2 Metal Slider 20 Window 24.0 2 Metal Slider 21 Window 24.0 2 Metal Slider 22 Window 12.5 2 Metal Slider 23 Door 36.0 2 Wood Hinged 24 Window 12.5 2 Metal Slider 25 Window 12.3 2 Metal Slider 26 Window 7.5 2 Metal Slider 27 Window 16.0 2 Metal Slider 28 Door 18.0 2 Wood Hinged 29 Door 33.0 2 Wood Hinged 30 Skylight 6.0 2 Metal Fixed SC U- Act Glass value Azm Tlt Only ----- --- --- ---- SC Interior Int Shading/ Shade Description 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.510 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.610 90 90 0.88 0.78 None 0.740 90 90 0.88 0.78 None 0.610 90 90 0.88 0.78 None 0.610 90 90 0.88 0.78 None 0.610 90 90 0.88 0.78 None 0.740 180 90 0.88 0.78 None 0.740 180 90 0.88 0.78 None 0.610 270 90 0.88 0.78 None 0.510 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.510 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 270 90 0.88 0.78 None 0.740 0 90 0.88 0.78 None 0.510 0 90 0.88 0.78 None 0.510 0 90 0.88 0.78 None 0.750 90 0 0.88 1.00 None N COMPUTER METHOD SUMMARY Page 8 C-2R ------------------------------------------------------------------- Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS System Type ---------------- HOUSE Furnace ACSplit HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 R-4.2 0.830 R-4.2 0.860 Tank External Energy Size --Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 12.0 4.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 10.0 5.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 5.0 3.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 10.0 5.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 6.0 2.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 6.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 6.6 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.0 6.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 6.0 2.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 5.5 2.5 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 16.0 4.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 2.0 1.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 2.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 2.0 1.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 4.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 5.5 2.5 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 18.0 6.6 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 24.0 6.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 24.0 6.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 12.5 5.0 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Door 36.0 6.6 5.6 7.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.5 5.0 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 12.3 3.5 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 7.5 3.0 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Door 18.0 6.6 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Door 33.0 6.6 5.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE Furnace ACSplit HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 R-4.2 0.830 R-4.2 0.860 Tank External Energy Size Insulation Factor (gal) R -value -------- ------ 0.60 50 ---------- R-0 COMPUTER METHOD SUMMARY Page 9 C-2R ------------------------------------------------------------------------ Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 ------------------------- MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 ------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ HVAC SIZING Page 10 HVAC ------------------------------------------------------------------- Project Title.......... MORRIS RESIDENCE Date........ 02/21/99 Project Address........ CALENBAR WAY ******* ------------------=-- PARADISE *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone.. -- ....... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-3HALL Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -MORRIS TITLE 24 --------------------------------------=---------------------------------------- GENERAL INFORMATION Floor Area ................. 2465 sf Volume .. ..... ............ 26976 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ PARADISE Latitude. ..... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 72 F Summer Outside Design...... 99 F Summer Inside Design....... 75 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY 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. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 11881 ----------- 5617 Glazing Conduction ............... 11602 6630 Glazing Solar .................... n/a 10779 Infiltration ..................... 16478 5605 Internal Gain .................... n/a 2100 Ducts ............................ 3996 1537 Sensible Load .................... 43958 32267 Latent Load ...................... n/a 9680 ----------- Minimum Total Load 43958 ----------- 41948 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. LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. j !! /c --/'V'+ OWNERS NAME I ' 1 ��95 CGS"" NUMBER PRINT LAST NAME FIRST ADDRESS / LOCATION: `� �-� � f2 X19 COUNTY ZONING F�/O /" nv� DESIGNATION:. FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: <3989�Es PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING:2 LOT_ BOOK PAGE C9CJ COMPLIANCE WITH OLJN6. SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. i 8. Connect to a public water supply. :1, 4. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish `& Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23 24. 25. 26. 'AICI1N3INd013A90 4N1f1 311!18 10 A1141"100 6661 10 8VW a3ns333H LD 6/98 FORMS\BLDG PERMIT CLEARANCE NOTES RESIDENTIAL 055-370-081 + �99--1426 P MIT NO..MORRIS, Mark &Stacey ` • 4644 Calernbar Way, Paradise ' Contr: Vern Hall New open deck 37/ 7a'� ,t -R J� 1 r SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V = OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.; Pool Lighting; 15 Volts-GFI 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVEF., �, RPORTS GARAGES (Plans) OK except #'s Zoni equirements-Setbacks-Easements ootin oils -Size -Depth -Spacing -Connectors -Steel ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmo.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Ro thg-Roofing Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Car Date Card B-1 Date Car 1 Date Card B-1 Date KINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .1= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� , Date Underfloor (Plans) OK except #'s Hangers -Post Caps-Anchors-Caannectois' 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rhr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive 0 Yes 0 No/Watks ❑ Yes 0 No/Planters 0 Yes 0 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps-Anchors-Caannectois' 47. Cling. Joist-Rhr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive 0 Yes 0 No/Watks ❑ Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /ERMIT NO. (Rev�12/96) ' APPLICATION AND PEWIT ASSESSOR PARCEL NUMBER 055-370-087 ZONING BUILDING PERMIT OWNER MARK & STACEY MORRIS TEV / GN 1417 SO. FT. OCC. BUILDING VALUATIOfi 170 1170 .OWNER'S MAILING ADDRESS 5770 CLARK ROAD, PARADISE, 95969 CONTRACTOR'S NAME VERN N BALL TV !-" 4215 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 1190 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ IR R5 BUILDING ADDRESS 4644 CALERNBAR WAY, PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ 67.85 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF C1 Duplex ❑ Mobilehome ❑ Other ' SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OPEN DECK Gas piping sy2tem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 800VOR ESSFiling Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ly I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation ,of one hundred dollars ($100) or less) that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date C 2 S' ure o Applican ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is requi for excavations over 60" deep and demolition or construction of structures over 3 storie in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3—wFT. NEWC9 NON-R�,p ' MULTI.OUTCV1 �a 7,50 TS 8 PSINGLE OUTLET OWER APPARATUCIR.S OUTLET OR FIXTURES 20 ° 1.00 Ex. Occup.BAL @ .50 Ex. Occup. oFlxLIT R D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST.�TYPEcertify TOT L FEE $ 6 85 HAZ. P FLOOD CD P C PD HD U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 6ate G PERMIT EXPIRES ON Dat Receipt No. 273230/$67.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville/ California 95965 A Telephone (530) 538.7541 ;Rev.12/96) APPLICATION AND PERMIT q4? 7 '00 20NNe BUILDING PERMIT GIMNaII SO. FT. OCC. BUILDING VALUATION owrai Y11NN0 AoOMee \L \ 1 ARgAIECT Oa OOMM'S wwNo AGGMS USEOFSTRUCTURE SF Ca` Duplex O Mobilehome O Other .peer TYPE OF WORK New Cl Addition O Remodel O LXJG" O Installation O Other E' od_ Describe Work: () G c— 1-,_ Q Q Receipt No. Q r WHITE•0.0.3.70. SO a1Nlr.1 avECTOR nr11 nFN Total Valuation is Firing Fees PERMIT FEE 20.00 Permit Fee i Main Service Plan CheckingFee Energy Plan CheckingFee i s Main Service loon To I000A s NEW COPD . oR.00Ns. PERMIT FEE S t PLUMBING PERMIT 07.50 Fling Fee 20.00 Each Tr 7.00 Solar or heat um water heater 23.00 water piping 15.00 Each as water heater or vent 15.00 Gas piping q9tern 1 - s oudete 15.00 Building sower 15.00 Mobile Home I S I G I W @20.00 Ex. OccU ountT on Fwnx= PERMIT FEE s ELECTRICAL PERMIT Flin Fee 20.00 Main Service aeoow oson � 23.00 Main Service loon To I000A 46.00 NEW COPD . oR.00Ns. e1O 3.5trr. N04RB10. YNITFOVMMC ` SRAMSN I C/IISlT* 07.50 Ex. OccU ountT on Fwnx= a I.!Ao 6Z �L O Ex. OccuO A°°�'e °N ovnaTs ao. u 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE _ A0 I MECHANICAL PERMIT Flip so 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEts s Mobile Home Installation Fee s Energy Inspection Fee s occ 00#6T. TMPC TOTAL FEES 7 rY NAZ 10. ►EO I W► I PXOO I COP I►aI1Ct1 b /0 RK This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date --- rim OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your Please complete and return this information at your earliest opportunity to avoid unnee�'�"'y` in processing and issuing your building permit. No building permit will be issued until oh verification is received. :..; 1. I personally plan to provide the major labor and materials for constriction of the pr*ie.d1. property improvement: YES NO Ds 2. I HAVE HAVE NOT d signed an application for a building permit for the proposed 3. I have c ntracted with the following person (firm) to provide the proposed eonsW=don:7, NYAME• }- ADDRESS: CITY:.77 PHONE: CONTRACTOR'S LICENSE NO. .. 4. Iide provide to an l p p portions of this :work, but I have hired the -following person to .. supervise, and provide the major work: • ~• NAME: _..r. ADDRESS: SITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to prprtr�de the work indicated: NAME ADDRESS PHONE TYPE OF WORK " SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: 0 DATE:�a NOTE: This Owner -Builder Verification is required by Section 198.11 -and 19832 of* California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION � Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. Foryour protection, you should be aware that as "owner -builder" you are the responsible party ofjecord on such a permit. -Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself lzom possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a bufiness license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you ihould-: be aware of the following information for your benefit and protection: . N. = ♦ if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If .you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes; workers compensation insurance, disability insurance cotts, and unemployment compensation contributions ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only undef limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814.• Please complete the "Owner Builder Verification" pn the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. I4NIger, , '�1 C. Vi ira, C.B.O. Building Inspection NOTE: This Owrter-Builder Information is required by Section 19830 of the California Health and Safety Code- OVER oda OVER E.H. USE ONLY Plot Plan Attached ' Floor Plan Attached / Sent to B.D. (o' /}o TO: Building Department FROM: Environmental Health SUBJECT: iSanitation Clearance n A s a QYY - 37o -087 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Other ram.. Hold final for: Final clearance O.K. for: NOTE: �ca2�6 Jet.= --w / lZ E ltS Environmental Health Specialist Date r. rg 0, `COUNT"' OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET OWNER: AAP-fC' Af L(2- l f ASSESSOR PARCEL NUMBER: Proposed Building Use: Z� Building Inspector: ,A�;C-- Date: At time of permit application, I was advised the following data must be submitted prior to permit processing'and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. -------------------------------------- -------------- El 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. F. Flood elevation certificate. ----------------- 7 --------------------------- ❑'I4. Sanitation and plot plan approval/,/( G(%Health Department. ❑ 15. City of Chico plumbing permit. ----- ---------------------------------- El 16. Plot plan and business license approval from the City of Biggs. --- 1117. -- ❑17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 1120. Pre -inspection Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number ------------------------- E123. -----------------------❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI).- 024. Letter of signature authorization. --------------------- $6--------- 025. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------- ---------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .------------- 7- E130. - ❑30. Other: ------- (Date) Whh7elhone u issue the ernvt rocess as follows ❑ Mail to owner, []Mail to contractor. TU and hold for pickup at office. ❑ Deliver with inspector. Applicant Date: � a� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di Sion counter, by Date: Plans reviewed by: Date: Plans approved by: - Date: 7- l Sets of plans on hold'in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: NOTES t RESIDENTIAL f 055-37 -:Of pt 99=0445 1+ PERMIT NO. MORRIS, Mark & Stacey _ `4644 Calernbar Way, Paradise • Contr: Vern Hall Fire Sprinkler for BN 99-0371 ,L.y►S; DE -�,. 0 3 7 Z_ z d J O uT S k D x 4S so/. - II SPECIAL CONDITIONS CHECKED BY - +J JOB FINALED (Date) / Signature A ' � � � .. � 'f•. " t t :\ V = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. ' Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall- Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive =1 Yes :J No/Walks J Yes D No/Planters ] Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer -Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continues)", 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive =1 Yes :J No/Walks J Yes D No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer -Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERI NO. APPLICATION AND PERMIT 6/� ©� ASSESSOR PARCEL NUMBER 055-370-087 PT. ZONING FR 10 BUILDING PERM Ir/ -1 OWNER MORRIS, TELEPHONE SO. FT. OCC. BUILDING VALUATION 2465 3,944.00 .OWNERS MAILING ADDRESS 5770 CLARK ROAD PARADISE CONTRACTOR'S NAME VERN HALL1877-4815 TELEPHONE CONTRACTORS MAILING ADDRESS 7166 beverly, Paradise CONSTRUCTION LENDER Butte Community >3anlc LENDER'S MAILING ADDRESS 672 Pearson Road Fireplace Total Valuation $ 3, ARCHITECT OR ENGINEER Frank T ukos LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.95 BUILAINGADDRESS 644 Calernbar Way,Paradise Energy Plan Checking Fee $ $ PERMIT FEE $ 123.95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Fire Sprinklers SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Fire Sprinklers for BP#99-0371 3 bedroom Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 W:U200A CCU000A NEW coNsr. DwELLNG occuP. 3.5aF°; ADDNS. ( S. NOR EW CONST. MUACC-0 R NDN.RESID, C ITS @7.50 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES @ I'� Ex. Occup. BAL Q .so ED Ex. Occup. ou�T RAID,°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 27.50 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date �� 10 re of Appli Qb Owner ❑ Contractor ❑ Agent An OSHA permit is r uir d for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEE $ 186.45 fHAZ. D. FEES IM FLAOD CDF oo HDLSScompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic e e for hich fees have been paid. !�^ By Ditto PERMIT EXPIRES ON efe rReceiptNo. HITE-D.D.S.- .D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IN { COUNTY OF BUTTE , DEPARTMENT OF DEVELOPMENT SERVICES -.BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA►, 95g6,5 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET sf o _��7 OWNER /% 'tog-cCyi �%j/J,Q/ f' ASSESSOR PARCEL ER: ,� Proposed Building Use: Cp,[,a�&]Belding Inspector: Date: — 2P — F4P ;At;*e of permit application, I was advis�ollowing data must be -s initted prior to permit processing and/or issuance: -JA Date Received By --- -�'< 1 ---------------------------=--- ems'lave been submitted.--------------------------- r.'= ------� + ---- ------ Plot plans, 3/4 sets, signed by the preparer of plans. I f ------------------ -------------------------------------- 0 ------------------------------------------- ❑ 3. omplete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------- —=e-- f gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plains. -------- ` Wngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------3 ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------=------------ ... ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ �9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the, attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. . ❑ 13. Flood elevation certificate. ------------------=------------ 1114. Sanitation and plot plan approval fi. Health Department. ❑ 15. ;City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- •""^» ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 1122."Workers' Compensation- carrier and policy number. ----------------------------------------------------------- ❑23:.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------. ❑24. Letter -of signature authorization.------------------------------------------------------------------------------- " ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------ ❑ 26. Letter of intent on building use. -------------------------- =--==--------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------s-- ❑28..Existing violations and/or expired permits.-------------------------------------------------------------- -------- 11 29. ------❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: .00,------- Wh you issue the permit process as follows 11 Mail to owner, ❑Mail to contractor. Telephone _ �� and hold for pickup at office. ❑ DelivFer�with inspector Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: 3y: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: ,. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, d mail, ❑ Building Divisiori counter, by Date: Contractor; designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D�ysion counter, by Date: Plans reviewed by: Date: Plans approved by: _ Date: o/ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder: Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. „L � ng requirements. T ..Would you please advise, by signing this memo, when you have cleared the improve- ments and storm''drainage facilities for this project so'we may issue the required permit. F. Glander JFG:dd Chief Building Inspector Improvements and.drainage plans approved for construction: Improvements and drainage not required for construction: Other (specify) (Rev.12/9G) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. "SESSOR`MHUM ' _� —i -- �NO �- BUILDING PERMIT °NNEA ` TELIEPMONE SO. FT. OCC. BUILDING VALUATION OWNERS MAUNG ADDREBB CONTRAM" X16!TELEPHONE CONTRACTOR'S MA UNII \ LENDER 77�L ER'9 MAALwG A7a CM -1 Fireplace Total Valuation S ARcijM9'grOR ENGINEER —� 05 LICENSE NO. Flinn Fee $ 1 20.00 ARCWMCr OR ENGNEWS MM1NG ADDREt Permit Fee $ Plan Checking Fee $ EULDWO ADORESs Energy Plan Checking Fee $ S PERMIT FEE _ LOT NO. 9UeDIVBpN7lNA66E PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF -3r Duplex O Mobilehome O Other J v % / a K I e `~ Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK M New t� Addition 13 Remodel O Udrrties C3 Instilliation O Describe Work: "Z,� Other Gas tin stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISIGIWI @20.00 PERMIT FEE _ /%tee IAJ(e 71 ELECTRICAL PERMIT R I I n g±ee 20.00 Main Service ODOVOA OOR1E89 23.00 ReceiptNo. Main Service 200A TO BSA 48.00 NEW CONST. DwE1LNG OCCUP. SO OR ADDNS. i ACC. elDs. 3.50Fr. NON-RESIO. MULTH CIRCET @7.50 POWER APPAMTUB i SINGLE OUTLET CIR ounEr OR FOmJREB 20 0 1.00 Ex. Occup. RAL .50 FDGiD APPLNB. OR EX. Occup. OM, M.16.) EA 1 S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ . MECHANICAL PERMIT Filing -Fee . 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE; r N fHAZl! FEES IMP fiA0 0 COF PARCEL PD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (o WHITE-D.O.S.-B.D., SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY Or BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIOWAR 3 1999 7 my Ge -rater Drive Oroville, California 95965 • Telephone (530) 538-7540 PERMIT NO. (Rev.12/96) , APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 7 -O 0 / ZONING IF-; e /U BUILDING PERMIT OWNER I z- �< r i TE NE 7-z / SO. FT. OCC. BUILDING VALUATION n (� J 2- 1 . / O- OWNERS MAIUNG ADD" 7C) c a e 3 /eyo" CONTRACTOR'S NAME TELETHONE CONTRACTORS MALING XD0 / t Y ( 14 46A 1. CONSTRUCTIO EA t LENOER•S O ADDRESS A Fireplace Qc! • r Total Valuation $ %OUS ARCHITECT OR ENGI � UCENSE NO. Filing Fee S 20.00 Permit Fee S S / ARCHITECT OR ENOINEFAS MAJUNG ADDRESS Plan Checking Fee $ c SULOLNO ADORESS / (1 Energy Plan Checking Fee $ �- Ll 41 C le/1-n ar tp, q " '` S PERMIT FEE $ /4/3 3. i3 LOT NO. SUBDIVISIONS NAALE PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF'i4---,Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 4aa Solar or hent pump water heater 23.00 Water piping 1S.00 S w Each gas water heater or vent 15.00 • C") TYPE OF WORK NewQ ldIcl ion ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: i^iy — Other ❑ Gas piping system 1 - 5 outlets 15. 0 0 S LL; Building sewer 1 S.00 ' , GL Mobile Home I S I G I W (9?20.00 PERMIT FEE $ -- ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2ooA OR LESS 23.00 2j, Cc7 INEW d 1 vT'V C /L 'YIJ//_Jj}I %� 3 L f� I �•11i 0 '3 C.j CA r i v \ I J t -Ib Main Service 200A TO LOOOA 46.00 CONST. OWFILNO OCCUP. so.Q� OR ADONS. a ACC. &Ds. 3.50FT. ' NONRESID. MULTI -OUTLET RANCH IRCUrTS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FORLRES 20 ®I.yO FlXED APPINS. O.R. Ex. OCCU OUTLETS PINS 5•00 Service 23.00 —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 3 MECHANICAL PERMIT Fling Fee 20.00 Heating ,j ,Gra tJ Cooling UE7 c� ood 6.50 6. o Ventilation PERMIT FEi: S G Mobile Home Installation Fee L Energy Inspection Fee $ UO Dcc CONST. TfPE TOTAL FEE $ NAZ. 0, FEFS IMP FLOOD COF PARCEL PD 6SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date /c Receipt No. ,5 6 .�� WHITE-D.O.S.-B.D. C ARY•ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL 055-370-087 - - — 99-0784 .r s4M4�f C -�—� ^' PERMIT NO.. MOSS, Mark & Stacey, 4644Calernbar Way, Paradise �� "�✓�, r Contr:Owner 10 X 20 pump house SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date G' Signature V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE CARPORTS GARAGES (Plans) OK except #'s 3. / P Nat. or / /"L"ft./ /'LPG 4. 7. Well Clearance 8 Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance lectric g.; Sills-Anchors-Studs-Rttrs-Trusses 9 mg; Nailing -Veneer -Stucco -Mesh Date -Ko -of; Shthg-Roofing Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require ments-Setbacks-Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE CARPORTS GARAGES (Plans) OK except #'s 3. Zo ing Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carpo ' Windows -Doors lectric g.; Sills-Anchors-Studs-Rttrs-Trusses 9 mg; Nailing -Veneer -Stucco -Mesh 1A, -Ko -of; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card Date Card B-1 Date r t Card B- Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 48. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 49. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 50. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 51. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 52. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 53. 6a. Hold Downs and Special Anchors 54. 7. Slab, Steel -Wrapped 55. 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings PLUMBING (Permit) OK except #'s 64.. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter ELECTRICAL (Permit) OK except #'s 74. 23. Fixture & Transformer Clearance -Ins. Protection 75. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 76. 25. Size Boxes & No. of Conductors Stapled 77. 26. Romex Installed Close to Edge of Studs & C.J. 78. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 79. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 80. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 81. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 82. 32. Equip. Clearances Panels-Motors-Mech. Equip. 83. 33. Clothes Closet Light -Shower Light -Spa Light 84. 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date • Card B-1 Date Card B-1 Date Ventilation Throughout House MECHANICAL (Permit) OK except #'s 89. 35. A.C. Ducts Insulation & Support 90. 36. Vent Fan, Exhaust above insulation 91. 37. Condensate Drain & Overflow, Size & Grade 92. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 93. 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearina jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47: Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64.. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Q COUNTY OF BUTTE - DEPARTMENT O DEVt=L�PMENSERVICES - BUILDING \ - sT DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI � (Rev.12/96) APPLICATION AND PERMIT 4w dvo ASSESSOR PARCEL NUMBER 055-370-087 ZONINGFR10 PUR BUILDINGPERMIT OWNER MORRIS, MARK & STACEY TELEPHONE SO. FT. OCC. BUILDING VALUATION 20 OWOWNER'SMAILING "°°KESS 5770 CLARK ROAD, PARADISE, 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MNUNG ADDRESS Total Valuation $ 2 160 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4644 CALERNBAR WAY, PARADISE Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE NEW PUMP HOUSE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap J 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10 X 20 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with those provisions. 1 , _` ) Date `-� a "�F [Va eof Appr - ❑ Owner O-C&6actor ❑ Agent An OSHA permit irequ ed for excavations over 60" deep and demolition or construction of structures over 3 s cries in height. Main Service TO 46.00so DWE200ALLING CCU000A NEW CONST. DWELLING OCCUP. 3.5QF°; OR ADDNS. ( , ACC. NEW CONST. OUTLET NON-RESID. @7.50 POWER APPARATUS & SINGLE OUTLET CIR. 1 Ex. Occup.OUTLET OR FIXTURES 20 @ I.50 BAL p .w Ex. Occup. ovTLEE°rs(RREESID.°EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Enery Inspection Fee $ ° TOT L FEE $ 109.191, HAZ D Es IMP C PV I till5r4lr This permit is hereby issued under of the Butte County Code and/or indicated ab f hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �pf Date �3 81e Receipt No. 264805 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 6 �k 7 County Center Drive Oroville, California 95965 Telephone (916) 538-7541PERMI�O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER S70 _ =,INGv BUILDING PERMIT gwNF!l TELEPHONE SO. FT. OCC. BUILDING VA UATION OWNER'S MAILING DRESS CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CUs CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ , aO ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ , BUILDING ADDRE S r l ll Cr Energy Plan Checking Fee $ $ PERMIT FEE $ , 161 LAT NO. SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE �� SF Duplex ❑ Mobilehome O'Other s aFv Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 / TYPE OF WORK New Cil Addition ❑> Remodel ��e7 ❑ Utilities ❑ Installation ❑ Describe Work: / Other ❑ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE i ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2.*ooaoALEss 23.00 .. - 5 I 4 i , Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3 Soso. OR ADDNS. ( & ACC. BLAS. FT. NEW CONST. MULTI -OUTLET NON-RESID. @7.50 POWER APPARATUS & SINGLE OUTLET CAR. Ex. Occup. OUTLET OR FOCTURES 20 O 1.00 BAL @ .50 Ex. Occup. OFIxUT1 ET5 R6 oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ /e� j,41,19 HA2. D. FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dale Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY a Plot Plan Attached f� r Floor Plan Attached Sent to B.D. 4 Z TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance n/( v 46414 414 c�tr'Prh�t�r' USS -370 Ob7 O ner Location AP## Plan Approved for: Sewage Disposal -,y Water Supply: Public Private Well Clearance for ------dweftmg. Other /Or y 12' lc�c,Cl dwuse . Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 4--2-7- 4)9 Date �i. iY�"L"�V�'Oji!fF1'.. .yt , .Di1FiJ. x"�i .�'SL`•�S/?na4r':4 i�? Sk,�i..a�y!� x_ .'�euwa� ..=;c`.4.;w''1�fi7JZ'�kL� h4�. �9R �:''1�,'!s�"'S:'-"��•±:.�''r:'f . ;. w`�.' �i`.t� tN •: �;G2�+ c�+.� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: v ASSESSOR PARCEL NUMBER: Proposed Building Use: PBuilding Inspector: Date: ZD At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By El1. All items have been submitted .-------------------------------'---------------- ----------------------------t- ------ 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation.-------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- :--------- ❑8. Hazardous Material Form. --------------------------------------------------------------- --------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 1 JImpact fees as shown on the attached schedule.-----------------------------------------------------% O12. California Department of Forestry plan approval fees.p ,,�17 ----->----- ❑ Flood elevation certificate. ------------------------------------------------------------------------------------- \' 14. Sanitation and plot plan approval Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit.----------------------------------------------------------. ❑ 16. Plot plan and business license approvalfrort� the City of Biggs. ---------------------- 7. Planning approval for (A) Use: (B) Parking: -- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1322. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• 1124. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use.---------------------------------------------- 1127. ---------------------------------------------❑27. Manufactured Home utility clearance. --------------------------------------- 1328. Existing violations and/or expired permits. --------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, Lb1Mail to contractor. r (Date) ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: - Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 11Other:y Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building is'on counter, by D Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signaam Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. ; 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO D 2• I HAVE F HAVE NOT 13 signed an application for a building permit for the proposed w� 3. I have contracted with the following person (firm) to provide the proposed construction:: NAMEi ADDRESS: CITY: 4. PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to' cootdinat-,� .. supervise, and provide the major work: :. NAME: 77 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. ;.will provide some of the work but I have contracted (hired) the following persons to provide tlie'work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE:- C -k —1 NOTE:, This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection. you should be aware that as "owner -builder" you are the responsible party oflecord on such a permit.. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself.from possible, liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you shduld . be aware of the following information for your benefit and protection: ♦ Ifyou.�employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. : ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you -are subject to several obligations. including state. and. federal income tax withholding, federal social. security taxes, :... workers compensation insurance, disability insurance costs, and unemployment compensation contributions: ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especiallyzerious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information' about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs maybe obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" �n the reverse side of this form so that we can confirm that you . are aware of these matters. The building permit will not be issued until the verification is returned. 4Micly, '�, l C. Vi ira, C.B.O. r, Building Inspection NOTE. This Owner-Builder.lnjormation is required by Section 19830 of the California Health and Safety Code. OVER 05g— 3-70 — 087 parce.l - 20.00 ACASS CAI Onto ALL STpUo7'"p_",l �C Ii "CLUD0NQ 7 - S. PT_�;,�� Q� S - ,y AG1�D 10RA 2 IzT. 4 \ \ 4CJ %OOQ 44�T41. •(M 1nl) . . SoiO Cs�k(, . I m 7-1 I it h2 Yr S2 ;Vj RT tr it h2 Yr 'I S2 ;Vj tr 'I S2 'I tr 'I P Izo sED.�, WELL Nous ' MARk STACEY MSS jk-RLL S . y .9 C.AC.FRNBAR _W,t_Y__ fel? n:s�,-170 - 087 J 8@ ILDING DEPARTMN AP+PPOVL=.D 1�Xb� i ENTpo4NCE , . ELL�T. P14NEL.:, 10. h 1� M, MOTOR, ti P�T pRessw�E n1 dc rye' FLOOR, PL , -3v4r, t•���Yf;,�+i �`z �'et, i. i. S' i �9 � _ tl,i+ `•T r a i �t'A..[� .s. l�. ' Kv'' � glum �- �.' ^r _ �"i� 1K .^ 44 k.'•�y •.. , ` a •.- 1 � cA ..y '.Y. .,v tb >�_t,. .r.. ,.r It ."+�'.`�`IZ ��'S�iX:A .Z n •�-/Jy/7�(��/ e � i %. y,rv'ti is .�i'T� .. .+ �cx..+ � n`s h 'f.., � ,y 'R �?c`� �r ,d" ' { a � - -r •� �. �5 "6,.,,k 1 Cy �} '/M .�� t :•�� ` 'rL, �. �.'1'.' y •r .x"9F.ia.Aa�c'%7f � a.�-.'+��,�"$c �,,.r�.C� .ti�Yfi �''�r�'w�0 1.' '�* �' c+i^ � �+.5_c:�3:?'c,�,�y,.�. N •+' ter' ,P � 'n�"sG � .. .. ' � � _. r.% • r+.e d.,�.' Ya- �•e .� ik�--5 �1?. -a. •s+'i2^ �-C"+C�� ii. � �V�`a "tl LI BUILDING PERMIT SITE PLAN CHECKLIST APN: Building Permit No.: Proposed Use: SFD 0 MH 0 Res. Accessory O Ag: Bldg. O Commercial 0 Wustrial O Other: Zone District: General Plan: Aba The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: !!L Book/P e �^^ Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. A rreement: Applicable Setback Zoning Code Streets & Hwy. Fire Preve tion; Subdivision Map Front 2rJ L Side ® O Side, street Rear Height rarcei in Lana conservation Agreement? No: —' Yes: , Check Use Parcel in North Chico Specific Plan? No: -!"C Yes: , Check NCSP Zoning Parcel in Floodplain? No:—s Yes: , Zone: Panel No.: O (=, Cie) d Parcel in Enterprise Zone? No: � Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: j Reviewed By: Date: a'ECK SPECIAL CONDITIONS WIRaf APPLY TO PARCEU AIJ. EMS rQ RE PAID To THE RULLDLVG D FUNLESS aOTHERWISE 7NV •rI/ —I. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a am with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by p 8 replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak tray which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During conatrtictton, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to @tet dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. "Irm RPZs shall be maintained after the completion of construction in order to continue to protect the oak tress, but the gracing d an be removed. • . _3. Fencing for area other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entidlements must be obtained; a California Fish and Game 1604 Streambed Alteration permit and an Army Caps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction .will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K:\BIDGCH4.FR.H 7 "- BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P MIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. (-- ASSESSOR PARCEL NO. \ ZONING OWN�Mo.sr- OWNER'S ADDRESS LACO \e-llcs a C ��(- . LOCATION OF BUILDING USE qF,BUILDING SIZE OF STRUCTURE ' X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL �� CONCRETE OTHER(Specify) TYPE OF SIDING ROOF COVE NG FLOOR TYPE ESTIMAT,EeD COST OF CONSTRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:/ -- Q� - 2.-0 FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. 11 AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupan y. Date — _ Signature of Owner Permit Fee - $60.00 The above described AG Building empt frgni a builldifig permit. Receipt No.(D� Manager Building Divisio By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FLOO I PARC P.D. ROOp G I. ISSUE Date l . • aa.. � i. , .- .....rl•.. � - r• � � y "..+.-... _..G- ' r• .r..aT__ s - � _ •. .-..•. 1. - r r � r ' 17 rte 4 $ '1 1 .. • • + i µ 1�. `�• ter• � _ • � f 3-70 0 87 t jj 1060 ,r,R . , � .. <:.. .r.-..�,f •r .... �...-. ... • yv. ..._.:a --vl»•r-�:s!y-F�•.� _ ... ..-,r•..:- _ � .. - ' . ,... •t j 1 G'-'-- Fr L n4• .. S •t • Jj/ S • \ 7 WELL 6 .J v«....,. -• V.: r.`=•� �.r� '`"--'^'• tr"` %�' `_ \ �'•�'.,«-_`.•.`.•+'Y .'v- A� - ,t"r. ... ... - ... r"►'T�"� -- . - j - 77 ,'�• t 1- `.1 —1999 °;;a>• ., ' V Chico, Califomia \ APPROVED Butte County Environmental Health Date p Signature i I I - 1 APPROVED Butte County Environmental Health Date p Signature i , ., ,�` �� � �.`` � i m a ThM AOt Of plans and ope ,qt4�%-g6ns WRM be kev: on the job at all time` A if! to ma l,u any changes or altera-tics 6111. 8a"alae PrP ftho4t written permission L-01'the' _D*,-3pwjmpnt of.Pu Works. Ce=ta of Btge. A AII'Matwifals r, or)mbnsbdp Miall Be tft zed Good PrastR*9- and ,,,, Acdordan;ewifth -Racogni of alQulah'y Pres.--ribed for the Specited u,41. f OWM.'-W in the uniform Bmidinag, Piumbing & M -haniGa; Codee and the Ifeuomal II ootileal Code. A ion _-4 -M 7-STRUTq _CURes4 AND EQUIPWNT WCUDINO 13 OVERH ' ANOS'6HALL—.0.LEAR OF ALL EASEMENTS .1 A SET BACK OF ' 'F- T. FROM THE SIDE -AND FT. FROM THE jkiEkFj,PROPERTY LINES At! -50 FT. FR6M THE ROAD CENTERLINE SHAD. in, CLEAR OF 6TRUCTUik8S AND CfN" ir IV) _4 POR -A 2 Fr. EA VE OVERHANG. 1A Z< - vi elf" .1197 AQ\ 4 t >hp \ \ _ .t t -«� Y: APPROVED Butte County Environmental Health __ 30__90 Date Signature 4 Pik v t -v "?"r, Io' tit dAlt BUTTE C04J N I RUILDIN&DEPARTMEN?' A, P R0 VF 10+5 001 I/X-S ____1 � ^, / .� �`,� � ' . � . ��..�,. ,. . . . ` ,. ^' � . ^. . . .. . .. . ''r � ,. . . . ` ` � . ' .. . � � . ' ' — 'r .. v . / . .^, � ^, / .� �`,� � ' . � . ��..�,. ,. . . . ` ,. ^' � . ^. . . .. . �� ^ . . , . 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I i �--- "' � �-=c GIRV T¢U ' K II' 3 1Z VAut_�i GElt'.1 0 I ..t_srAIZ`jTfeAp OGT, _ 140440 xo ` Z05-0� T'SO - + ZOSD �'� `; � I ( •�v1b D+C. oPr�•16R ( I �$ E1.E Vkrl oN N i c _M APPI:JVED , Butte County j I 244 Gar¢, 6XT. wkw t. j Environmental Hea 2 O ' G -`__ toNtr • >s E , Trf I I Date x(, "OILPA�1PL I , I Signature 1�1 10 I�LN 40110 15-0 4040 X0 ---. ,!c -__. _,�r_I 1 MAR 0 41999 l '���� S Chico, Califomia ._14&5 j� I I _— D �7