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030-250-061
030-25-0-061 00-2341 HOLLINGW TH,JIM (iz SP AVE. OROVILLE CONTR: ECONO BUILDERS /? NEW SINGLE FAM �% -,ly 030-250-061 01-0716 HOLLINGSWO , JIM 656 SPAR AVE OROVILLE CON . X COMPANY 7_01 FIR- SPRINKLER b E.H. XdN Plot Plan AttachedFloor Plan A hedSent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance —Aaffi Owner Loca 'on AP# Plan Approved f : Sewage Disposal L-� Water upply: Public Clearance fordwelling. Other��� Hold final for: Final clearance O.K. for: NOTE: Private Well L—/ Environmental He 8/96 NOTES RESIDENTIAL 030-25-0-061 00-2841 HOLLINGWORTH, JIM SPARKY AVE. OROVILLE CONTR: ECONOMY BUILDERS NEW SINGLE FAMILY I,k.)/ 4 ® 'S (.,v lA- SPECIAL ONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY i i Address GAS Meter By Date ! ELECTRIC Meter By / ► / � .OFFICE COPY Address GAS Meter By Date `3 - ELECTRIC Meter . JOB FINALED (Date)— '� _%_ - �Signature V=OK 0 = Not OK - = Not Applicable * = 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- Bea ms- 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 3 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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- Bea ms- 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 ./ = OK ' 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date U rtloor (Plans) OK except #'s Date FRAMING (Continued) Zoning -Setbacks -Easements -Flood -Slope . Hangers -Post Caps -Anchors -Connectors n; Soils-Elec. Grnd.-/ Ftg. Depth 9flng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. g., Garage; Soils-Steel-Elec. Grnd.-/IFtg. Depth FWeplace Ties or Type A Flue -Fireplace Throat Clearance if 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth !VAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockows-Wrapped . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Block:)uts-Wrapped 6a. Hold Downs and Special Anchors Date EL RICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection ceptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled Roraex Installed Close to Edge of Studs & C.J. C-_23/quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 A nce Circuits in Kitchen & Conductor Size GFI Subf!q d ire Size I / g or AI-A.C. Wire Size / / ga Cu or At ange Circle/�gaar AI -Oven Circ. / / ga Cu or At lnsutated Neu mires ] No Conductors & Grot.nd Main Disconnect 92. Kquip. arances Panels-Motors-Mech. Equip. C194es Closet Light -Shower Light -Spa Light moke Detector Datta/ rilILS/O/ Card B-1 //ff/ Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s i& A ucts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 3 rnace-Vent Access Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date ��l Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sill oper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound Beari g Walls over Girders & Floor Nailing top in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Fire Protection Fra Line Firewall & Oi 52' X yf. Doors -One 3' -Check Garage 3rd Story, 2 Exits t 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection lywo6d on Roof Overhang -Attic Vents -Rafter Outriggers d ng -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GI ing Area -Glass Protection -Skylights -Plastic �( . S ar Walls; Nailing -Bolts /60 rate Interior/Exterior Wall Panels Infiltration -Walls -Windows Da1gPIr1^lV I Card B-1 LIM Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 3. Steps -Door & Sidelight Protection -Landings 4. Saxoke Detector 66'. -Furnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection W. Be room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 6B'—Elec. Trim & Subpanel, Breaker Sizes & Labels 6 t -airs & Rails 7 Fire ce or Stove, Clearance -Hearth 7 Elec tlets at Wood Panel, Int. & Ext. 7 'Kit_ & Appliance; Ground -Air Gap -Cooking Clearance 7a--Elec. Outlets & Receptacles at Kit. Counter 7 arae Fire Door; Swing -Landing -Closure 75 CC uct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 7,117 Plb ec. & Mech. Equip. Listed for Location 7. Slab, Steel -Wrapped 79sulation•Foam-Looked 8. Piers -Fireplace Ftg.-Steel uao Rails & Deck Construction -Post Caps 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test . A.C. Unit Disconnect, Electrical -Plumbing 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. or Elec. Trim, G.F.I. Receptacle -Underground 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 8 15. Access & Ventilation CSu tions from Previous Inspections 16. Insulation r Sewer Connected -C/O to Grade -HD Approval 9 Date 94 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WJ PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Battle er Pipe; Test & Anchor -Nail Protection D.W.V; Test Fittings & Anchor -Nail Protection AZO^ oVVor an; Test, First Floor•Tuo Access 1. Xt Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe Anchors Date Date Card B-j0q Date Card B-1 Card B-1 Date Card B-1 Date EL RICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection ceptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled Roraex Installed Close to Edge of Studs & C.J. C-_23/quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 A nce Circuits in Kitchen & Conductor Size GFI Subf!q d ire Size I / g or AI-A.C. Wire Size / / ga Cu or At ange Circle/�gaar AI -Oven Circ. / / ga Cu or At lnsutated Neu mires ] No Conductors & Grot.nd Main Disconnect 92. Kquip. arances Panels-Motors-Mech. Equip. C194es Closet Light -Shower Light -Spa Light moke Detector Datta/ rilILS/O/ Card B-1 //ff/ Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s i& A ucts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 3 rnace-Vent Access Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date ��l Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sill oper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound Beari g Walls over Girders & Floor Nailing top in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Fire Protection Fra Line Firewall & Oi 52' X yf. Doors -One 3' -Check Garage 3rd Story, 2 Exits t 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection lywo6d on Roof Overhang -Attic Vents -Rafter Outriggers d ng -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GI ing Area -Glass Protection -Skylights -Plastic �( . S ar Walls; Nailing -Bolts /60 rate Interior/Exterior Wall Panels Infiltration -Walls -Windows Da1gPIr1^lV I Card B-1 LIM Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 3. Steps -Door & Sidelight Protection -Landings 4. Saxoke Detector 66'. -Furnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection W. Be room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 6B'—Elec. Trim & Subpanel, Breaker Sizes & Labels 6 t -airs & Rails 7 Fire ce or Stove, Clearance -Hearth 7 Elec tlets at Wood Panel, Int. & Ext. 7 'Kit_ & Appliance; Ground -Air Gap -Cooking Clearance 7a--Elec. Outlets & Receptacles at Kit. Counter 7 arae Fire Door; Swing -Landing -Closure 75 CC uct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 7,117 Plb ec. & Mech. Equip. Listed for Location 7 . Elec. R ceptacles in Garage (F.F.I.)-Romex Protection 79sulation•Foam-Looked in Attic 8 uao Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes &-31.-FqWing Instld./DriveZ-Yes J No/Walks_D.YA<:] No/Planters J Yes se -Brown -Finish 8 . A.C. Unit Disconnect, Electrical -Plumbing 8 � Above Roof, Plbg•Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87. or Elec. Trim, G.F.I. Receptacle -Underground 8�. gXtilation Throughout House 8 GI rotection 9 CSu tions from Previous Inspections 91. est -Meters Tagged, Gas -Electric r Sewer Connected -C/O to Grade -HD Approval 9 ergy Compliance Certificate -Other Certificates 94 ddress Posted Date 9 7 Card B-1,ej Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r * REV 10/92 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 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 corn ted. If you have any questions pertaining to this matter, or need additional explanation, plea cont this office immediately. 09A I AJ 0& r- 4CAT 617- r * REV 10/92 ..-- .- �..�„ -•- _ rw+-• -.- ....-..-P-.m �.-..w.-rr-- •++-v- � .__„r,.•v,. �,.-..�.._..1,,,+_ vti,l. __^_.^'-.1-�^ v •"fir--✓.�....r-.---......_� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDZ541 7 County Center Drive • Oroville�, Calif€�'rnia X5965 • Telephone (530) 5PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 41 ASSESSORPARCELNUMBER 030-290-061 ZONING -10 AR BUILDING PERMIT OWNER HOLLINGWORTH JIM TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 970 MITCHELL AVE. OROVILLE CA 95966 2400 R 129.600.00 16 128.00 CONAME ECONOMY CO. _ TENTRACTORS 532-8038 13HNE 728.00 CONTRACTORS MAILING ADDRESS .0 Box 150. OROVILLE CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 150.00 Total Valuation $ 160 956.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 853.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 554.45 BUILDING ADDRESS 656 SPARKY AVE. OROVILLE CA95966$ Energy Plan Checking Fee $ 23,0 PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O 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 19.00 TYPE OF WORK New ■ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RESIDENCE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMITTEE $ 16,.00 ELECTRICAL PERMIT I Fling Fee 20.00 800VOR LE Main Service 20.A OR LESS 23.00 23. OC 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 B Lic. No. 653-238 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. ❑ 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 STAR FUND Policy Number 1442672-00 (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 forthwith comply with those provisions. X Date r' - % Z- Signa re of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ov r 5'0" deep and demolition or construction of structures over 3 stories Jin height. Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADONS. 8 ACC. BLDS. 3.50PT. 115.3 NpµgESID MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. OCCU . OUTLET OR FD=RES B L p I.w Ex. Occup. OEFIXEDrs p glD°2A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 158.36 MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling Hood 6.50 Ventilation 1 4.5 4.50 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc vANSV TOTAL FEE $ PE IMP D CDF PARC PD HD ISS 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 h ve been paid. B Date 1-12-2001 PERMIT EXPIRES O 1-12-2002 Date Receipt No. - 3o 13=79 WHITE-D.D.S.-B.D. CAN RY-ASSESSO PINK -INS ECTO G L EN -APPLICANT 'i26) C$UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 .• Telephone (530) 538-7541 Rr No. APPLICATION AND PtRMIT - ��✓�`~� 2 6) =� momnF_,o BUILDING PERMIT SO. FT. O C. BUI DIN VALUATIO JU 4 1� a/> /1 nn N W %L ti �-1 � Ojn— MNlM AWPZSS :wn:cr OR ENMW -M ►fTlCT OR pJO�•ElA7 UO UNG ADORE" u.orHo AooREss 9 c T� ueonsxx+% NAAE USEOFSTRUCTURE F ZDuplex ❑ Mobilehome ❑ Other TYPE OF WORK I Addition ❑ Remodeell ❑ Utilities ❑ Installation ❑ Other ❑ )ascribe Work: Total Valuation = ts-E Filing Fee Permit Fee JJ• 0 Plan Checking Fee Energy Plan Checking Fee PERMIT FEE PLUMBING PERMIT Each Trap Solar or heat ;pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sower Moble Home I S G W PERMIT FEE ELECTRICAL PERMIT '— ;0.V0-=S- Main ow oA ues Main Service ( ;0.V 0- =Ss - Main Service (► To ,000A Ex. Occup. ( ovnET OR F'REs FLXEO APPL16. OR Ex. Occup. ( otmEM (RE91DJ EA Temporary Service Mobile Homo Facilities Wisc. Wiring =W. PERMIT FEE MECHANICAL PERMIT__ Moble Home Installation Fee Energy Inspection Fee Fling Fee 1 20.00 7.00 23.00 5.00 15.001115- `1j — 15.00 15.00 15- 15.00 1�- 15.00 1 s� (j20.00 20.00 23.00 46.00 3.52 " @7.50 NAL . fE W 8.000 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 (Dab) • NAL . fE W 8.000 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 (Dab) T Wjvjr;r - e. __rr' #,r -� 'v-• "� "4: `.� '-' i�4'� II { '{i' T' `��iY '{ `�`=1i � T"�i�+!! 411.44 4, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIly�DV 7 COUNTY CENTER DRIVE - OROVILL, , ALIFORNIA 95965 -TELEPHONE (530) 53541� K --PERMIT APPLICATION DATA SHEET ASSES ��R ARC NUMBER: D �D [���� l Y I Proposed Building Use: AP5 Building Inspector: i Gi At time of permit application, I was advised the following data mint a auhm►tfed;p 'or to Am*-py P 9.ccLs aLng and/or issuance: -- • __I2ate.Receixed By ! ❑ All items have been submitted .---------- ------------------=--------------------'-----------=------------------- . ; of plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------------! _ .-_-- -. _ T omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- A0M ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans'gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------- `----- — �--Jgy Design Compliance and supporting documentation.---------------------------------------------------- --------------------------------------------------------- 118. ._ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- -- - ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------------=--- ., a`r-� v CJ t ❑ 9. Manfacture`d Home data and installation instructions incl din ie own Specifications. ------------------ Y d .Fees of $ --- -- ---1 -=-- 1--------=--------=---------------------- A 11. Impact fees as shown on the attached schedule. f Ff------------------------------ �1 California Department of Forestry plan approval/fees- --------------------------------------------------------- ❑ -'Flood elevation certificate. -------- ------------ - - ---------- ------------------------------------------------------ ' Sanitation and plot plan approval t alth De artment.----------------=- -----� ----f --- � --- • 1115. City of Chico plumbing permit. -------------------------------------- ---- r ❑ 16 Plot. plan and business license approval from the City of Biggs. -------------------------------------------- ' f -_ EIA 7. Planning approval for (A) Use: (B) Parking: -------------- 8. Contact Land Development about Improvements, ❑Drainage, VLegal Parcel: ---- --------------- • F - 19. Encroachment Permit for driveway (construction approval prior to Occupancy). ------------------------=---- i, l"l ❑20. Pre -inspection for , required. -Request to'Building Inspector on' .' (Date) ..,�..- 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. -----------------------------------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- "` ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0). -------------------`-------_________-- a ❑ 4. Letter of signature authorization. -------------------------=------------------------------------------------------ 25. Recorded copy of Agricultural Acknowledgment Statement. -- �=`'= =---- ------ = - = ==---- �� r:, t ....�,, ,.,,.�..: .- ❑26. Letter of intent on building use: --------------------=-------------------------------------------------------------- f �. Y -,y Afr ❑27v nufactu)red Home utility clearance. --------------------------------------------------------------------------- -_ • .1 x, I ❑28. Existing violations and/or expired permits. -------------- -------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ • _______________ _ ❑30.Other: ' LUQ ,r' cr 4n( `tZn �t'r . .a-�1nl,�c� en you is e eV#tne8�llows ❑Mail to owner, trc o . Telephone and hold for pickup at �ffice ❑ Deliver with inspector. STYZL) C T F' 24EFVi arW //s/a 1' H. t. A licant: Date Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pol By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:.7:; 1. Index permit application for the above items numbered: 10d \+ _ _Cl Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the) Ivo ` . %,M' Eby 'phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the ab ve 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 sed of the above rV;"A ❑ phone, ❑ mail, 13Building i +isio co ter, by Date: Plans reviewed by:* Date:Plansapproved by: Date: Sets of plans hold in o Plan Cabinet, 0 A.P. folder. Note transfer by: x Date: h IS 011 E.H.U USE QNLY Plot Plan Anec.4:4, Floor' 4611 A Sent to 8.0.`• �. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner T Loca'6n AP# Plan Approved: fo Sewage ewage Disposal Water Supply: Public Private Well Clearance W for"' 'dwelling. Other oy Hold final for: Final clearance O.K. for: NOTE: Environmental HeiLth Specialist 8/96 nate COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 S DULE OF FEES DUE l OWNER A)0�A.P. # PROPOSED BUILDING USE DATE ' JRECEIPT # DATE REC 1. BUILDING PERMIT FEES '7 -- Balance Due ................ $ ` 6S -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES © f (paid at District Office) 4AtI 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 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) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 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. PPL2, ICANT PursuesaanttjGovernment Code Section 66020, 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) a -a1 R•' 'Af` �r School District n. A.P. Number Property Owner .e.- � n -. :> . -� .�.. .- r .,., r,F •r v .'4�.r, y.:.7 `� w�'' - "Y.r �-> -. - T. - .....a -s _. N n:�.. BUTTE.COUNT;FEE.0 TY SCHOOLS IMPAeERTIFICATION FORM (One form per Bullding) Building Department No. Q 3 4 �5 Q - Owrisdiction: -City County Property Location/Address �Q S 1. �. Subdivision Lot No. " Residential Development .................................................................................................................. Sq. Footage .c� C283 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ' '(No foundation inspection): Commercial/Industrial New Addition (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) Date r kJ District Identification No. �(p School District certifies that J L-rm P-6 / vl W O4k IA plicant) L iQ er, S06Lr1 .r f-_ 803V �- IStreet Address) I (Phone Number) (City) (State) (Zip Code) has complied with the requirementsAof(Resolubon No. n� by payment of $ A.�� n j), r7a d� representing i1 0( C 3 TT �I►► tt square feet. B 2926 $ a FULL MITIGATION $ IJalot School District,laepresentaj e U q Date -� Paid by Check # Remarks: Notice: You may protest the Imposition of the fees identified above by submitting arwritten protest to the District, in compliance with Government Code Section 66020(a), 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 ICEQA). ihis 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.xis (10/98) .dmm CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 Project Addr.ess........ Sparky way ******* OROVILLE CA *v5.10* 60 -Z8�(/ _ Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 1.)2.01 5263 Royal Oaks Dr. Plan Check / Date Oroville; CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 x5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Per.centage......... Average Glazing U -value.... Average Glazing SHGC....... .Average Ceiling Height..... 2400 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Slab On Grade 18.2 a of floor area 0.5 Btu/hr-sf-F 0.52 8.1 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments wall Wood R-13 R-0 R-13 Roof Wood R-38 R-0 R-38 .Door None R-0 R-0 R-0 FENESTRATION 0.088 0.029 Attic 0.330 Solid wood Over - Exterior hang/ Shading Fins Standard None Standard Area U- None Interior Orientation Standard (sf_) Value SHGC Shading Window Front (N) 30.0 0.600 0.650 Standard Window Front (N) 30.0 0.600 0.650 Standard Door Right (W) 40.0 0.550 0.650 Standard Window Right (W) 6.0 0.600 0.650 Standard Window Back (S) 6.0 0.600 0.650 Standard Door Back (S) 40.0 0.550 0.650 Standard Door Back (S) 40.0 0.550 0.650 Standard Window Left (E) 30.0 0.600 0.650 Standard Window Left (E) 30.0 0.600 0.650 Standard Window Front (N) 16.0 0.400 0.350 Standard Window Front (N) 16.0 0.400 0.350 Standard Over - Exterior hang/ Shading Fins Standard None Standard None Standard None Standard None Standard None sl 99441-d None f;Sanda None Slt None da None Ma � ,fone Sta None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE FENESTRATION Over - Equipment Type Furnace ACSplit SLAB SURFACES Area Slab Type (sf) Standard Slab 1200 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.780 AFUE Attic 10.00 SEER Attic R-4.2 No No Setback R-4.2 No No 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 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, a rTE *** verified during plan check and field inspection. This building incorporates a Housewrap/Air Infiltration Rehr Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 16.0 0.400 0.350 Standard Standard None Window Right (W) 16.0 0.400 0.350 Standard Standard None window Right (W) 3.0 0.400 0.350 Standard Standard None Window Right (W) 16.0 0.400 0.350 Standard Standard None Window Back (S) 16.0 0.400 0.350 Standard Standard None window Back (S) 6.0 0.400 0.350 Standard Standard None Window Back (S) 32.0 0.400 0.350 Standard Standard None Window Left (E) 20.0 0.400 0.350 Standard Standard None Window Left (E) 16.0 0.400 0.350 Standard Standard None Skylight Front (N) 8.0 0.450 0.350 None None None Skylight Front (N) 4.0 0.450 0.350 None None None Equipment Type Furnace ACSplit SLAB SURFACES Area Slab Type (sf) Standard Slab 1200 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.780 AFUE Attic 10.00 SEER Attic R-4.2 No No Setback R-4.2 No No 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 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, a rTE *** verified during plan check and field inspection. This building incorporates a Housewrap/Air Infiltration Rehr CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/ol 17.24!25 MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE REMARKS 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 regulations 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 shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JOHN CORPE SR Name.... DARREN DIVER Company. ECONOMY BUILDERS Company. Better Builders Construction Address. PO BOX 150 Address. 5263 Royal Oaks Dr. OROVILLE CA 95966 Oroville, CA 95966 Phone... 532-8038 Phone... 530-589-2574 License. 653238 Signed.. Signed.. C%' �- Q! -/1- 0/ (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) OoL,*ay DEPARTV F1P'P%0ven MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R i'ro3ect Title.......... Project Address........ Documentation Author... Climate Zone..... Compliance Method HOLLINSWORTH RESIDENCE Sparky way ******* OROVILLE CA *v5.10* DARREN DIVER ******* Better Builders Construction 5263 Royal Oaks Dr. Oroville, CA 95966 530-589-2574 12 Date_.01/11/01 17:24:25 ..... MICROPAS5 v5.10 for 1998 Standards Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE Note: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. _ L 150(b): Loose fill insulation manufacturer's labeled R -Value. V *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls).jjr *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3a, 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 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. AA 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply wifV1*J % Sec; . 151 meets Commission quality standards . y "#fes ] C4� 150(e): Installation of Fireplaces, Decorative Gas Appliance0 PA and Gas Logs Apy 1. Masonry and factory -built fireplaces have: p(:) n MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually V operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off , switch, weatherproof operating instructions, no electric����Couhq .resistance heating and no pilot light. ���� 2. System is installed with: LIWG Q�Pr a. At least 36 inches of pipe between filter and heatg for future solar heating. P1 "PROVIFr) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 1-7.24•29; MICROPASS v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM MF-iR User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. V 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances V with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce - 150(k)1: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting / shall be controlled by a switch on a readily accessible (/ lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 11SPA J I_ RO 444466!!!����-- /Aryc 1 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 Project Address a S rk Iran******* p Y Y OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.87 13.40 0.47 Space Cooling.......... 7.48 9.12 -1.64 Water Heating.......... 11.67 9.94 1.73 Total 33.02 32.46 0.56 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..._. 2400 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 19350 cf 1200 sf 18.2 t of floor area 0.5 Btu/hr-sf-F 0.52 8.1 ft COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... HOLLINSWORTH RESIDENCE nano nii„iw, ,-Y.�._'UT MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE Minimum System Type Efficiency HOUSE Furnace 0.780 AFUE ACSplit 10.00 SEER Tank Type 1 Storage Heater Type Gas SLAB SURFACES Slab Type Area (sf) HOUSE Standard Slab 1200 HVAC SYSTEMS Duct Duct Tested Duct ACOA Duct Location R -value Leakage Manual D Eff Attic R-4.2 No No 0.773 Attic R-4.2 No No 0.696 WATER HEATING SYSTEMS Distribution Type Standard Number Tank External in Energy Size Insulation System Factor (gal) R -value 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS ;Er ANG) Al CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01.17:24:25 MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE U Sketch of Construction Assembly Parallel Path Method Reference Name . W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM. EX 1. STUCCO.0.88 2. BLDG.PAPER 3c. BATT.R13 3f. FIR.2X4 4. GYP -0.50 I. FILM.IN.WLL Exterior air film: winter value 0.17 0.17 0.875 in stucco 0.17 0.17 Building paper (felt) 0.06 0.06 R-13 batt insul (cavity = 3.5 in) 13.00 -- 2x4 fir -- 3.46 0.50 in gypsum or plaster board 0.45 0.45 Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 14.53 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11. hr-sf-F/Btu DEP PPR® CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 MICROPAS5 v5.10 File-HOLLINS Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE Parallel Path Method Reference Name . R.38.2X12.16 Description .... Roof R-38 2x12 16oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... Wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = '3;4Qjgd1b-.sf -F/atu Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.0.75 0.75 in (approx) air space: heat flow up 0.75 -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.10 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = '3;4Qjgd1b-.sf -F/atu HVAC SIZING Page 1 HVAC Project Tule.......... HOLLINSWORTH RESIDENCE Date..01/11/01 17:24:25 Project Address........ Sparky wa ******* Y OROVILLE CA *vS.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check Date Oroville, CA 95966 530-589-2574 Field Check Date Climate Zone........... 12 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomn. me MICROPASS v5.10 File-HOLLINS Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE GENERAL INFORMATION Floor Area ................. Volume..................... Front Orientation.......... Sizing Location............ Latitude... winter outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2400 sf 19350 Cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 0 deg (N) Sensible Load .................... 33133 35650 Latent Load ...................... n/a 7130 Minimum Total Load 33133 42780 del I -tF r,,- . Note: The loads shown are only one of the criteria, ;aftecting�the,Vselection of HVAC equipment. Other relevant design factot9fN ch as air flow requirements, outside air, outdoor design temperatures�°�c`o' sizing, availability of equipment, oversizing safety maid- mus"ao be considered. 'It is the RVAC designer's responsibilit ;t cider all Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10322 7300 Glazing Conduction ............... 8792 5715 Glazing Solar .................... n/a 12775 Infiltration ..................... 11006 4519 Internal Gain .................... n/a 2100 Ducts ............................ 3012 3241 Sensible Load .................... 33133 35650 Latent Load ...................... n/a 7130 Minimum Total Load 33133 42780 del I -tF r,,- . Note: The loads shown are only one of the criteria, ;aftecting�the,Vselection of HVAC equipment. Other relevant design factot9fN ch as air flow requirements, outside air, outdoor design temperatures�°�c`o' sizing, availability of equipment, oversizing safety maid- mus"ao be considered. 'It is the RVAC designer's responsibilit ;t cider all HVAC SIZING Page 2 HVAC Proiect Title . _ _ _ _ _ . unT.T.TW7CG7r11DT[7 D"n rr%cnL7nn --- _ -_ _ MICROPASS v5.10 File-HOLLINS Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-HOLLINSWORTH RESIDENCE raccors wnen selecting the HVAC equipment. du I-rij Y \Qj/VG PRO V ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112* FAX (530) 893-0140 s Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 INC. Job No: r� Alpine Engineered Products, Inc. Christian W. Chappell \ 8351 Rovana Circle SOV\Q Sacramento, CA 95828-2522 \ (916) 387-0116 APPROVED.• .r ucts nspe tion, AVARTM Timber Prod ' P.O. Box 20455 Portland, OR 9722' e ?OVEI) (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. c- bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. - - ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GE Rl i■N ■I�■I Mimi INN .. ■I�■I_ I�■ ■I�■I_ - I■■ ---Mimi ion min cn - ---- ' ■I��I �I�■I_ Mimi Mimi GE Rl GABLE END DETAIL SIRONGBACK (NAIL 1D LEDGER 12' O.C.) (BRACED AT 55' O.C.) -,- . LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. r (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIWSON CATALOG C-9414-1 FOR PRODUCT AIIACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION T RU' u Ln BRACEO AT 55' 0. C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE ( STRONGDACK ) IfMDER LONGER THAN (M) 2x4 F.L. OR II.F. .12 OR 72•. ATTACH AT MIDPOINT Or EACH BRACE BTR, STP,ONGBACK BRACE d/2 -8d CCOHMON NAILS. (SI)\ \ \ \ \ \111)1 _ 24' MAX (PI) PEAK PLATE TO HATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 HIN. (SI) SPLICE PLATE TO MATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) FEEL PLATE TO MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA:/15 GA.) TOENAILEO THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), IS I ) L (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH 1X3• 2-B-0 2X4• 9-1-0 3X4• 13-6-0 ONLOOKER CRITERIA 3.5' MAX. 1YP. NOTCH E1 24' D.C. 1.5• MAX, 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGUT BRACING (N) MAX, LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 STO DRW CD112 --WARNING-- TAUSSES REQUIRE EIIREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND - 25458 DUR.FAC. 1.15 /1 7-9-0 15-6-0 BRACING. NET,IN 10 HIB -91 (HANDLING INSIALIONO ANO BRACING). PUBLISHED BY IPI (TRUSS PLATE 7-9-0 15-6-0 O O O n�Tr L' 11 r L O Q O 1:SIIIUIE. 663 O'ONOFIO DR., SUITE 200, MADE SO N, YI •67119). FOR SAFETY PRACTICES PRIOR 10 PINFORMING THESE FUNCTIONS. UNLESS OIHENYISE INDICATED, TOP CHORD SHALL HAY( PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CRON0 SNAIL HAY[ A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHAH N01 BE RE SPONSIBII F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUIlO THE IR USSfS IN CONf ORMAMC[ YIIN IPI: OR FABRICATING• HANDLING, SHIPPING. INSTALLATION OR BRACINO OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNICIORS ANE NAB[ OF TOGA ASIR A66I GR31 GALT. STEEL, CICEPI AS NOIEO, APPLY CONNECTORS TO IACN FAC[ OF to US S. AND UNLESS OIHERVIS[ LOCAIEO ON THIS DESIGN, POSITION CONNECTORS PIN OF A OHI G TRUSSI'DISO A" NINE 160 RAND SHALL NR01[ BE , RELIED UPON THIS IN ANY MING OTHER APPLIES ONLY 10 THE DESIGN ti yA t l O!TTRRUSS 3.5' MAX. 1YP. NOTCH E1 24' D.C. 1.5• MAX, 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGUT BRACING (N) MAX, LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 DATE 03/19/98 DRW CD112 SEAN - 25458 DUR.FAC. 1.15 /1 7-9-0 15-6-0 01 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESS/pyo w 9A yc * ql AL11 TC LL TC DL BC DL BC LL TOT AD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW CD112 SEAN - 25458 DUR.FAC. 1.15 FROM POC SPACING • 4: 12 STANUA110 JACK IIETAII_ OUT a 'c 16 16 SPACING n 24"• 0. C. en .10 15 10 15 miF1_ECTION CnITEIIIA: 15% v 15% 15% 1,3X7 (LIVL: LUAU) OC= to nAFTI'll SLOPES < 4: 12 a I_/24o to OO fIAFTl.11 SLOPES > 4: 12 < 12: 12 - L/100 fu steel. M.111110 A.. en 1 fsclrl !f Iloilo. J11t 1 cmoitcilrl3 10 SAW Me or a111ygleH. Olo.l{f nnn.11se bulc41A1 e1+r10 slull of CEILING JOIST L/240 o= IIAFTEII• �I�:�� IT 1S TIIE nESPONSIUILITY (IF 1111: ItU1LU114G DESIGNER AtJO IA1t11A1.11 sllACell oil Ill 1 �• 1;36 - ' ' -JS -MUSS FAUNICATUII 10 IIEV1EF1 11118 UIIAWINU PnlUll TU CItfTING IocAlln a1 IIIb nlflpl ros111a1 (al!yclons rin p11r I1Gf 130. 110 s 1roA•r. 11111u11111uA1uf LU14BEII TO VEIIIFY IIIAT ALL UA'IA. INCLUDING DIMENSIONS CA -ENG C=3 AND LOADS, CUNFOnM TU '111r AI1CIIIIC-ciUnAL SPECIFICATIONS � I • I AND FAMICATUfI'S MUSS LAYOUT. - 2X4 I 11111 1101:1111+7 AN\Ire10 Iu1 rd@q+r01 OlrlclfO ltlK 0111/@All A1•11.Ic411141. ItO+11N1 A ell•1 Or 1111r= ; (-7 1�Cl 10 ff IN 01111, /IY 711111 Iql 01 Illi ll 11 Ilrlrl 111 1111 011101 MAI, ••18.1 - lurft r1 Tit wall iln 1, lo: - I'1'1IM IInnAI 11 SlIji ' f .• I MAXIMUM CLEMI SPAN --------...-......�_..-----• I.GX3 --_� 2x4 HEM-FIII STANDAnn 1 -nFfflllnl=D IF nnFTEn 1.1D'r CEILIIJG.JOl51 SUPPUf17EU AT ENO LIVE LOAD (PSF) DEAD LOAD (PSF1 OURAT 1014 FACTUn SIZE GnADE nAFTEn 'SLOPE_ 4: 12 nAFTEn SLOPE > 4: 12 OUT 16 16 30 30 16 16 30 30^ 10 15 10 15 .10 15 10 15 25% 25% 15% 15% 25% 25% 15% 15% 2X4 11 FL 9-2-0 0-7-0 _0-11-0 -13-1-U 7 -II -0 0-5-0_` 10-9-0 -11-10-0 2X4 SS FL —9-6-0 2X6 11 FL 13-4-012-6-0-- 2X6 SS FL 13-11-0 CEILING JOIST 5 1.00 --MAXIMUM CLEM S11A14-- 7-5-0 _ _ 0-11-0 0-4-0_ 7=10=0_ .7.=?_�.__.. 1120 0-0-0_ — 9-3-00 °=L. _ _4=2-00_ ..7. ...... 10-2-0 - 10-2-0— — _ 12-3-0 11-6-0 10-9-0 10-3-0 _- -- 13-11=0 11-4-0 12-8-0— II -II -0 II -4-0 10-10-0 _ 13-11-0 T - ALP114LWOW two - - ev 0 0 1= 0 1= 1-I HHIMPOnTANTHH4Irnit tlglly11y0 rlrtlgr:ls. IIA. WARNIhIG11rK7tf IEeVlllt tfI11t1E t _ �/ y nEF n992--90913 OO C=3An= 1= f11A11 ImI nt lyfl•18nllta IloI A1II ntrllllal IIlo11 title 11t71c11 en hest [1tcIrL1:4111An. til Ara 111 IIAultllq, enlcl ll@1 auellla. alt 11(0.01 71 Irl. 7411 tills u �� y ~ /� DATE 02/ 17/93 OC= rAJlunt IO luno tit 1ltrff tle cararulcl rltn eflnn of 1811. III file eaAyelonf Alit NAn( or f/r,A aA11. AfIN la1 Almlllaul e1•telA1. r1.11"I ill 7n1c _ OO steel. M.111110 A.. en 1 fsclrl !f Iloilo. J11t 1 cmoitcilrl3 10 SAW Me or a111ygleH. Olo.l{f nnn.11se bulc41A1 e1+r10 slull of I • I JACK DE TA I L � UIIH CD10) - o= Inus1 " t" s1 Otltloll51 IA1t11A1.11 sllACell oil Ill 1 �• 1;36 - ' ' -JS C— IocAlln a1 IIIb nlflpl ros111a1 (al!yclons rin p11r I1Gf 130. 110 s 1roA•r. 11111u11111uA1uf 11 Aflutter rllrlNrl sIf:411 ill; eoIt I InQ CA -ENG C=3 � calant " rit ICAntl Mollflan 7r 1417 t Irl. 181 Ilollcl n'/Islip. @file rIIIN•tme, AIIAIYfn nlalll 64...111 -• F I111IIICAI 18.11411. 11/1/711 flln r9lol011 �� ���' 11111 1101:1111+7 AN\Ire10 Iu1 rd@q+r01 OlrlclfO ltlK 0111/@All A1•11.Ic411141. ItO+11N1 A ell•1 Or 1111r= (-7 1�Cl IN 01111, /IY 711111 Iql 01 Illi ll 11 Ilrlrl 111 1111 011101 MAI, ••18.1 - lurft r1 Tit wall iln 1, lo: - I'1'1IM IInnAI 11 SlIji IKflcll la 11y Ilrlie IIrl C111+1 c1+1111Ac 11rl, •frli lc'411nle•rut rano talr.in—rciian f .• I 1 (HWY1017-ECONOMY BLORS / HWY 162 WEST - HWY1017--ECONOMY BL/Al CDM *) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L X11 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC P1 BBOT CHORD 2x4 DF -L X11 24.00. OC, BC @ 12.00` OC. zz WEBS 2x4 DF -L Standard cl]DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. )LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i10 PSF BC LIVE LOAD PER UBC. o ' z W4X4 Ew W1.5X4 @ WI. 5X4 0 .cn �-. 6 6 v >� A A - ._ W W2.5X4 W2.5X4 _ w W4X4 (A2) @ W4X4 (A2) is :z c7 W3X4 e z t. W 24 0- 2-0-0 L 14-0-0 I 14-0-0 I 28-0-0 Over 2 Supports R-1036 W-3.5' a R-1036 W=3.5' L ' L c� L" PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 19 7-4-3 +-0-0 x #TWILY Com'' �.n - ■ - - - r JGN Ie -.10/0-- rL.. � [� C� N [T o z .-WARNING.. TRUSSES REQUIRE EXTREME CARE IY FABRICATION, NANDl1Y0, SHIPPING. INSTALLING AND BRACING. REFER TO tlIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE INSTITUTE, SN7 O'ONOFRIO OR.. SUITE EDD, MADISON, NI 57119). FOR SAFETY PRACTICES PRIOR TO`7( �p� EwEO.Yi_ TC LL 16.0 PSF REF R427--17175 DATE 11/09/00 PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE IKDICATEO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD TC DL 10.0 PSF SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT** FURNISH A COPT 0i THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDBC 1 DL PRODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TROSSEG 11 CONFORNABCE To - 7.0 PSF DRW CAUSR427 00314024 ALPINE WITH TPI; OR FABRICATING, MANGLING, SNIPPING, INSTALLING ANO BRACING OF TgUSSEG. TM16 OESION CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r' B C L L 0.0 PSF CA -ENG BY THE AMERICAN FOREST AND PAPER ASSOCIATION) TP). ALPINE SPECIETCATION PMADE * * /CWC SEQN - 496 2 OF CONNECTORS ARE MADE OF LOW ASTM AES7 GNLO GALE. STEEL. IlCfPT AS NOTED. APPLY CONNECTORS TO GAL D. EAC tl /ACE OF iR065, AND UNLESS TOT. LD. 33.0_ PSF ��LI,,,, y,,,,.,,.�..A�,,,,,F,,r. "'r���cnto. C 95828 `�" SRaRmealD,(.A95828 OTIERYIft LOCATED ON THIS DESIGN, 105IT10N CONNECTORS PER ORAWINGS ]60 A•I. TME SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPOMESIDILJTY SOLELY $I FOR ANY PARTICCUULARETRUSS BUILDINGOIS THETRESPONSIBILITY OF THE BUILDINGSIGN SHOWN. THE TY AND 951 OF DESIGNER. PER THIS ANSI/TPI 3•1995 SECTION E. `RLnL NYNY• /ft w v. V D UR . FAC : 1.25 SPACING 24.0° WWY1017-ECONOMY BLDRS / HWY 162 WEST - 81 CON THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 ":SIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ SNOT CHORD 2z4 OF -L 1 24.00" OC, BC @ 72.00' OC. WEBS 2x4 OF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. i10 PSF BC LIVE LOAD PER UBC. N 0 P W4X4 Es E~ +_ A 0 rx - rs, ra ,w .a w .z z w Le -2-0-0---J a L< 6-0-0 1 6-0-0 1 I fe 12-0-0 Over 2 Supports R-508 W-3.5" R-508 W-3.5" PLT TYP., Wave TPI -95 R Desi gn Criteria: TPI ST 0 ••VARNING•- TRUSSES REQUIRE EXTREME CARE U FABRICATION. HANDLING. SHIPPING. INSTALLING AND C=D- BRACING. WU TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE C=3 PINSTITUTE. S ERFBS "0:11RIO ... SUITE I.C. MADISON, VI 55719), FOR SAFETY PRACTICES PRIOR TO N ORMING TVESE FUCTIOYS. UNLESS OTHERVESE INDICATED, TOP YNORD.SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q7 IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINCERID PRODUCTS, IRC. SMALL NOT BE RESPONSIBLE FOX ART DEVIATION FROM THIS DESIGN; ANY ►AILURE TO BUILD TOE TRUSSES IN CONFORMANCE VITR TPI; OR FABRICATIM6. HANDLING. SNIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS VITN APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN O SPECIFICAT10: 1DBLISBED BY THE AMERICAN FOREST AND #`APEX ASSOCIATION) AND TPI. ALPINE .may CONNECTORS ARE MAD( OF 2O6A ASTM A653 G240 GALY. STEEL. (LCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 07SERVISI LOCATED ON THIS DESIGN. POSITION CONNECTORS PER [:AVJ*e DRAWINGS 160 A•E. TME SIAL ON THIS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING JEW�� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOVN. TME SUITABILIIV AND USE OF THIS GA 95818 COMPONENT FOR ANE PAATICIILAR BOI101 N6 IS THE RESPONSIB7l1T1 OF THE BUILD..l DESIGNER, PER MSI JTPI 1.1995 FICTION E. 19, 3-4-3 I I. . DEPAM APPROVED CA - 1 = - F Scale —.375"/Ft. TC LL 16.0 PSF REF R427--77178 TC DL 10.0 PSF DATE 11/09/00 BC DL 7.0 PSF DRW CAUSR427 00314025 BC LL 0.0 PSF CA -ENG /CWC * TOT.LD: 33.0 PSF SEON 49664 DUR,FAC, 1.25 SPACING 24.0" 1017 -ECONOMY BLORS / HOLLINGSWORTH - C1 COM HVAC TOP CHORD 2x4 DF -L #198et. BOT CHORD 2x4 DF -L #1 c�1 WEBS 2x4 DF -L Standard C'V LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; TSUPPORTED BY 3 TRUSSES. rn ' CZ W5X4= E~ o Q-= rz. - r� ' w rx w W4x4(AZJ w - z W3X6 = z w z 2-0-0, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4(AZ) 21� 0-2 I. 15-0-0 _1_ 15-0-0 1 30-0-0 Over 2 Supports R=1182 W=3.5" Co R=1162 W=3.5' CI 16-0-0 ft�-#k 0 vi� �1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. CA - 1 - F Scale =.1875" Ft. p O C= N - "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIW6. REFER TO HIB•91 (HAIIDLING INSTALLING AND BRACIOG). PUBLIISHED BY iPl (TRUSS PLATE .ST TE. 503 O'O"OFR IO DR., SUITE 200. "ADISOR. NI 93719). FOR?SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOHS. UNLESS OTHERWISE IHDTCATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fESS/pf,� • C �y� 1 TC LL TC DL 16.0 10.0 PSF PSF REF R42 7--30569 DATE 12/18/00 CO ^� U 1sT ALPINE •"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATI011 CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD Tllf TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HAHOLIHG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (HATIONAL DESIGN SPECIFICATION PUBLISHED BY TUE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 OR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO � af7 yA 15 Yn OC 7 * * BC. DL BC LL 7.0 0.0 PSF PSF DRW CAUSR427 00353030 CA -ENG TSB/CWC TOT. LD.' 33.0 PSF S E O N - 51871 Q IDRAWINGS LAI P ine En ' eered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELY FOR THE TRUSS CONPONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENTIF1995NSECT10ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C �p�RaUV K �6r v D U R . FAC . 1.25 SPACING 24. 0 (HWY1017-ECONOMY BLDRS / HOLLINGSWORTH - C2 TSC TOP CHORD 2x4 DF -L #1&Bet. :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W5X4= W1.5X4 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Y1.3Ao (H1) -- W4A4 (AZ) Ca 7-10-3 N C=1 0 0 0 } 15-0-0 15-0-0 6-9-4 6-5-12 16-9-0 30-0-0 Over 2 Supports R=1102 W=3.5"te ' Aa _ R=1102 W=3.5". c -o - N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 CA - 1 - - - F Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE ETTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16.0 PSF REF R427--32597 BRACING. REFER TO HIB -9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE peeQTE,S /Q INSTITUTE, 563 D•ONOFRIO OR., SUITE 200, HADISOH. NI 53719), FOR SAFETY PRACTICES PRIOR TO ♦T• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY,ATTACHED �' TC DL 10 . 0 P S F DATE STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. y "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDH CONTRACTOR. ALPINE ENGINEERED p� BC DL 7 .0 P S F D R W CAUSR427 00354017 iv PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNI PP IMG, INSTALLING AND Er r B C L L 0.0 P S F CA -ENG CWC L N BRACINSPECIFG QF TRUSSES. THIS 0ES IGH CON FOR HS NITII APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ CONNECTORSIAREPMABES0FD20GATHE AKEASTH A653AGR40REST AND PAPER GALV. STEEL. eXCEPTIASION INOTE1). TPI APPLYACONIIECTORS TO # * LPINE 63UM TOT.LD. 33.0 PSF. SEAN - 52141 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OWINGS 160 A-2. THE SEAL ON THlS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENG[IIEERING C D U R .FAC . 1.25 - Alpine Eoginee,T Products, IE1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS SBCFBIDCn[O, CA oduct COHPONERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD114G DESIGNER, PER _c ANSI/TPI 1.1995 SE MON 2. . SPACING 24.0" 7 -ECONOMY BLDRS / HWY 162 WEST - D1 MONO CARR ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IT,OP CHORD 2x4 OF -L #1 OT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard Ln LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1n-. (SPECIAL LOADS: TOP CHORD SUPPORTS 2-0-0 SPLIT TO EACH FACE, BOTTOM CHORD -r UPPORTS 2-0-0 SPLIT TO ON FACE AND 6-0-0 SPLIT TO OPPOSITE. c— d ' z W1.5X4 N T, 6 r 3-3-3 Q O - cl. 16-0-0- , w W1.5X4 N - ca W2X4(A1) re w _z c5 •w w QP L-2 -O-D----1 ' I 1---5-10-0 Over 2 Supports R-375 W-3.5' ri. R-203 00 , LL A Lrn ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IO.PSF BC LIVE LOAD PER UBC. DI 3-3-3 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 CA - 1 - - F Scale =.375" Ft. C I ••WARNING" TRUSSES REOULRE IITRENE CME IN FABRICATION, MANGLING. SHIPPING, INSTALLING AND TC LL 16.0 PSF C� ,:ACING. REFER TO WEB•91 (HANDLING IISTALLING MD BRACING), PUBLISHED BY TPI (TRUSS PLATE IASTI NTE. 503 O'O:OFRIO DR., SUITE E00. MADISON, NI 53719), FOR SAFETY PRACTICES .�f1FES,ffO REF R427--11180 C� N FRIOR TO PERFORMING THESE F0 TRI US. UNLESS OTBIRNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 11/09/00 Qj STRUCTURAL PANELS, BOTTOM CHORD SMALL RATE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FU0.IIfH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OA BC DL 7.0 PSF DRW PRODUCTI. I:C. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO CAUSR427 00]14027 - BUILD INI USSES IN CONFORMANCE WITH TPI: 00. FABRICATING, HANDLING. SHIPPING. INSTALLING AND 5 �o BC LL 0.0 PSF ALPINE BRACING Of TAUSSES. NIS DEStBY COHfO:Mf NITN APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN CA -ENG /CWC C=> •�, SPECIF,,AT[ON PUBII SHED BY THE ANE0.7CAN fO:IST AND PAPER ASSOCIATION) AND TPI. ALPINE CON:ECTORS ME MADE OF ROGA ASTM A653 G240 EALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD . 33.0. PSF SEON - 49660 Alom0.CSPONSIB SB •i.l� 958 ��' . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 100 A,I. THE SEAL ON THIS OAARING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ILITY SOLELY FOR TUE TRO SS COMPONENT DE S[GN SHOWN THE SUITABILITY ARD OSE 01 THIS CO"PONENT NOR ARY fAATICULAl BUILDING IS THE RESPONSIa II ITT 0/ TM( BUILDING DESIGNEI, PER ANSI/TPI 1.1995 1 CTtON 2. M Ny D UR .FAC .- 1.25 SPACING SEE ABOVE This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° His the responsibility of the installer(builder, building contractor. licensed contractor. erectoror erection contractor) to properivreceive. unload, store. handle. install am brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structur3: material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. 1. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. f TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. k'i- RUSS-STORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded om rough terrain or un- even surfaces which could cause damage to Bye truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation . DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame DF - Douglas Fir -Larch SP - SouWern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir R, 11 /-001 Diagonal brace also required on end verticals. Top chords that are laterally braced canbuckle tagetherand causecollapse, if1here isnodiago- bracing. Diagonal bracing be ...... ...... ...... ..... nal should nailed .... . .. .. .. .... ... ....... ...... . ... ......... ...... ............ .. ......... . H0.Q . ..P....... ...CHORD..,....., T......O... .. ,. .... . . .............. ...... TOP CHORD: ... DIAGONAL ,BRACEMINIMUM 2' 36" - ;LATERAL E SPAC NGQ SPAN � V SPACING(LBS) - :. trusses] 1-1/4" . SP SPF HF...' Up to 24' 3/12 81 17 12 1 Over 24'- 2' 3/12 7' 10 Over 42'-3/12 91 6? 6 Over 54' 9 See a registered professional engineer DF - Douglas Fir -Larch SP - SouWern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir R, 11 /-001 Diagonal brace also required on end verticals. Top chords that are laterally braced canbuckle tagetherand causecollapse, if1here isnodiago- bracing. Diagonal bracing be 50" nal should nailed 12" totheunderside of the top chord when purlins are attached to the topside of the top chord. Or 0a, I'AONOiTRUSS 1/2" PLUMB Truss n.mh =45* 12 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace i Required 10" or Greater Attachment I Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A& i T V" BOW Length L(in) .......... ............ Lesser of L/200 or 2" L(in) L(in) C........ 3 D(in) Lesser of 1_1200 or 2" is Lesser of D150 or 2" ±'/s=11 Maximum Plumb Misplacement Line 50" 1/4" 12" 1/4" 11 24"_ 1/2" 2' 36" 3/4" 3' 48" V 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 64" 1-3/4" 7' 96" 1 2" 8' 1081, ; 2" 91 i T V" BOW Length L(in) .......... ............ Lesser of L/200 or 2" L(in) L(in) C........ 3 D(in) Lesser of 1_1200 or 2" is Lesser of D150 or 2" ±'/s=11 Maximum Plumb Misplacement Line L 200" V' 16.7' 250" 300" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L 200" V' 16.7' 250" 300" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 WARNING: Do not attach cable3, chains, or hooks to the web members. L6Oso° or less INSTAL T.a.a Approximately Approximately Tag Line/ '/2 truss length '/2 truss length Line Truss spars les; than 30'. spreader Bar Toe In Toe In Apptoximalely 1/2 to ?'ilruss length r Less than cr a ual to 60' \ 1AWARNING: Do not lift single trusses with spans greaser than 30' by the peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. q Tac ° .Lina Tag 1 Line Spreader Bar Strongbackf SpreaderBar roe In T':e In At or above mid -height r ApplroArnalely 3/2 to 7i lrus 3 length _ r Less than-cr egLal to 60' Tag Tag Line Lire i� 10 Approximetely� 2/3 to 3/J truss length Greater than 60' Strongback/ SpreadeliBar CAUTION: Temporary bracinc shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer If a diffarent bracing arrangement is deshed. The engineer may design bracing in accordance with TPI's Recomr nded Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-99, and in same cases determine that a wider spa:Ing is possible. Top brace Typical vertical End Wall s aftschment Plan i ' Blocking .. Ground Brace �1 Verticals jGBV) t \ Ground brace ! - diagonale (GBD) 1 °� truss of bra - araup al trusses I / �1 Ground brace End brace (EB) \` vertical (GBV) / Groubra lateral (LBG) �� 1 s` ruse of braces oup of trusses 6roun brace lateral (L'B Ground b ' � -End hr ceiEB) �dia ala (GBD) S` / Note: 2^� rladsystem dhall have adeqvale- capacity b suoport ground aces. Strut Backup IST) n .��-2ndfloor J ground � stake _ - f Driven / 1 Typical harizorttal lie member with tat floor around stakes f - i multiple stakes (HT) CAUTION: Ground bracing required for all Installations. Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Ham -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aWessetial fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to followhese recommendations could result in severe personal injury or damag3 to trusses or buildings. Top chaoris that are laterally braced can buckle together:nd cause collapse if there isno diago- nal bracirg. Diagonal bracing should be nailed to the unAerside of the top chord when purlins are attached to the topside of the top chord. is Tr 3p (DBS) �Sses All lateral / I braces lapped at least two ` trusses. End diagonals are essential for fY stability and must be duplicat don both ends of the truss system. Frame 5 Continuous Top Chord —\ Lateral Brace Required 10° or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD • TOP CHORD DIAGONALBRACE l MINIMUM LATERAL BRACE SPACING (DBS). ISFANf DEPTH SPACING(LBs) #trusses Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 1 6 4 Over 48'- 60' 48" 5' 1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Ham -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aWessetial fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to followhese recommendations could result in severe personal injury or damag3 to trusses or buildings. Top chaoris that are laterally braced can buckle together:nd cause collapse if there isno diago- nal bracirg. Diagonal bracing should be nailed to the unAerside of the top chord when purlins are attached to the topside of the top chord. is Tr 3p (DBS) �Sses All lateral / I braces lapped at least two ` trusses. End diagonals are essential for fY stability and must be duplicat don both ends of the truss system. Frame 5 Continuous Top Chord —\ Lateral Brace Required 10° or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. A Top chorda that are Laterally braced can buckle togetherand cause collapse Hthere Is no diago- nal gracing. Diagore, bracing should be nailed to the underside of :he top chord when purlins are attached to the tc paide of the top chord. 12 ----1 4 or greater 1 11 Over 32' - 48' 4/12 6' 1 10 7 11 Over 48' - 60' 1 4/12 5' 1 6 4 11 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. _ trusses. 10' or Greater nalbracing. nalbraeing. Diagonal bracing should be nailed Attachment i Attachment are attached to the topside of the top chord. Required o<�eas 32 / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 28' 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 1 9 1 6 Over 42' - 60' € 3.0 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous To Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' or Greater nalbracing. nalbraeing. Diagonal bracing should be nailed Attachment i Required —� Frame 3 P. pOO� @10 �y �Q Top chords that are laterally braced can buckle togetherand cause collapse ifthere, is no diago- nalbracing. nalbraeing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recoinmendations could result in severe personal injury or damage to trusses or buildings. A .� / Cross bracing repeated at each end of the �s 'Po building and at 20' ssc� ° �' Intervals. .10 Permanent osSP moo. s continuous?. lateral bracing °o as specified by the truss engineering. Frame 4 =45° LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112e FAX (530) 893-0140 89 Loren Avenue Chico; CA 95928-7434 Customer: Address:w� (o �iocjti\\ Q. AN: • •V� Call i 0 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Ins f f,41e.DEPARTMEN P.O. Box 20455 Portland, OR 97220 (503) 254-0204 F -Fl. z I li m NA KA 0 0 A A A L. ------------------------------- lot I Ewe -T] Zo s 71 bw 0 1017 -ECONOMY BLDRS / HWY 162 WEST - EW THIS nwa PRFPARm FRnM rnUDI1TFD rUDIrr n nwne ■ niucuefnue. TOP CHORD 4x2 OF -L 01 SEE HIB -91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 02 DF -L #1 ac WEBS 4x2 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ ca PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 24.00. OC, 8C @ 72.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN MITI TOP CHORD UP. �N• C o ' P f 30" Typ. J W1.5X4 III A a W2X4 AI W3X10 B W2.5X4 s Wl . 5X4 N W3X10 Ea W2X4 III " 0-8-8 _z W1.5X4 (R) N3X6 Ea W2.5X4 a WM em c5 W3X8 w W3X6B w - z - a. Q I f6 13-6-0 Over 2 Supports R-797 rz, R-810 L.c-a Lr' PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD I "WARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, BARDLING. SHIPPING. INSTALLING AND [� BRACING. REVERTO NII.91 (HAN011N6 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O TNSTI TUTS. 993 D'ONOFR10 OR., SUITE 200, MADISON, WI 53119). FOR SAFETY PRACTICESPHIOR TO O PERFORMIII THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD .SMALL HAVE PROPERLY ATTACHED N � STRUCTURAL PANELS, BOTTOM CHORD $NALL HAVE A PROPEILT ATTACHED HIM CEILING. V •IMPORTANT•• FURMISN A COPY Of TN15 DE5161 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q) PRODUCTS, INC. SMALL NOT BE NESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TAISSES IN CONFORMANCE WITH TPI; OR FABRICATIAG, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HIS (NATIONAL OESIGH 0 SPECT FI_AT►01 PUBLISHED BY THE AMIAIC►N FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE Z CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 QALY. STEEL, ETCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TRIS DESIGN, POSITION CONNECTORS PER e L,, ORAW 11 GI 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EAGINEEAIN6 ime E pfO&CtS. IDC- NESPONSI RBil 1TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S-Enemlo. CA 95928 COMPONENT FON ANY PARTICULAR BUIL0116 1S THE RESPOISIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. � 1 1-0-0 4-8-0-0 -, AJ rrE 0OL-V, 19.Ob2 CA - 1 - - - F FES S/p, TC LL 40.0 PSF . , TC DL 10.0 PSF 8C DL 10.0 PSF 5 EIC LL 0.0 PSF TOT.LD. 60.0 PSF � DUR.FAC. 1.00 SPACING 24.0' Scale–.3750/Ft. REF IR427--77182 DATE 11/09/00 DR W CAUSR427 00314028 CA -ENG /CWC SEAN - 22888 4WY1017-ECONOMY BLDRS / HWY 162 WEST - FF2 ) THIS WG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO,BRACE TC @ m BOT CHORD 4x2 OF -L #1 24.00" OC, BC @ 72.00` OC. WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. c- 5-4-8 C- A O _ a W2X4 01 W3X6 = W1.5X4 01 W3X6 Ea W2X4 III `.w 1-0-0 1-0-0 .w W3X6 a W2.5X4 in WM Ea w W1.5X4 01 w rs. 9-1-8 Over 2 Supports R-547 R-547 w L cs PLT TYP. Wave TPI -95 11 - Design Criteria: TPI ST **WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANOLIIG, SHIPPING, INSTALLING AND O BRACING. REFER TO MID -91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE, S03 D'OROFl10 OR., SUITE Y00. MADISON, M1 11116). FOR SAFETY PRACTICES PRIOR TO . O PER PORN ENO THESE FUICTI0IS. UNLESS 07HE0.VISE INDICATED, TOP CHORD. SMALL MAY PROPERLY ATTACHED N STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 07—IMPORTANT— FURVISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED. 07 PADDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAILURE TD NU ILD THE TgUSSES IN CONFORMANCE WITH TPI; OR FABLICATIRG, HANDLING. SNIPPING, INSTALLING AND .?� A L PINE ttAt TNG O! TRUSSES. THIS OE SIGN CONFORMS V1TN APPLICABLE FROPISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISII(D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF YOGA ASTM A653 GA40 QALY. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO IAC B FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI DRAWINGS I60 A -I. THE SEAL OR THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL 116INEERING Alone Ended D,,,,N.,c% �, RESPONSIBILITY. SOLELT FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �"1'� , A 95929 COMPO FOR All PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, fit ANSI TPI 1.1965 SECTION 2. � �a p1-0-0 I ;f'& G DEPAR I"VYE-i 19.Ob2 CA - 1 - - F Scale —.375"/Ft,. TC LL TC DL BC DL 40.0PSF REF R427--77183 10.0 PSF DATE 11/09/00 10.0 PSF DRW CAOSR427 00314029 E1JE1110**) ZIP BC LL 0.0 PSF CA -ENG /CWC TOT.LD. 60.0 PSF SEON - 22890 DUR.FAC. 1.00 SPACING 24.0' RWY1017-ECONOMY BLDRS / HWY 162 WEST - FF3 TOP CHORD 4x2 DF -L #1 m90T CHORD 4x2 DF -L 41 WEBS 4x2 OF -L Standard m �1LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IDEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. c- - P - -P SEE HIB -91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS, C— o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. MAX JT VERT DEFL: LL: 0.42" DL: 0.20' RECOMMENDED CAMBER 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 24.00" OC, BC ® 72.00. OC, TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. j- 8-0-0 ---}6" 8-0-0 30" Typ. W3X14 a WM IA W3X10 Es W1.5X4(R) a : 16-6-0 Over 2 Supports R-990 W-3.5" a R-977 —8 1 0 -0-0_8 8 �8-0-0 UITE �,LANlV frZALFING DEP PLI TYP. Wave TPI -95 R Design Criteria: TPI(ST 19.0152 CA - 1 - - F Scale ®.375"'Ft. p ••WARRINO" TRUSSES REQUIRE EITREME CMTC LL 40.0 0 P S F R E F R427--77186 E IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND FES p BRACING. REFER TO HIS -9L (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C=) INSTITUTL, SBS D•ONOFRIO DR.. SUITE 200. HADISOR. N1 55719). FOR SAFETY PRACTICES PRIOR TO- C i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL SAYE PROPERLY ATTACHED TC DL 10.0 PSF DATE 11[09/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CJS STRUCTURAL FOINISS A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1014EtRED • ,O BC DL 10.0 PSF DRW CAOSR427 00314030 PRODUCTS. INC. SMALL IDT It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING, SNIPPING, INSTALLIBG AND PINE N E :! BRACING OF TRUSSES. fMIS DESIGN CONFORMS NITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN EIC L L 0.0 PSF CA -ENG / CWC CONNECTORS PUBLISHED OF Bf THE AMERICAN FOREST AND PAPER ASSOCIATION) D. TPI. ALPINE : �' I * TOT.LD. 60.0 PSF SEQN - 22892 CONNECTORS ARE MLO[ OF 20GA ASTM 0.655 GRID GALT, STEEL. ESCfPT AS NOTED. APPLY CONNECTORS TO EACM FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER W1.5X4 III 0 o - o� W2X4 In W3X14 W2.5X4 ® W1.5X4 III W2..5X4 a (wY 1-0-0 W3XB s W2.5X4 le W3X8 = ' W3X10 Not W2.5X4 n w a ' W3X14 a WM IA W3X10 Es W1.5X4(R) a : 16-6-0 Over 2 Supports R-990 W-3.5" a R-977 —8 1 0 -0-0_8 8 �8-0-0 UITE �,LANlV frZALFING DEP PLI TYP. Wave TPI -95 R Design Criteria: TPI(ST 19.0152 CA - 1 - - F Scale ®.375"'Ft. p ••WARRINO" TRUSSES REQUIRE EITREME CMTC LL 40.0 0 P S F R E F R427--77186 E IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND FES p BRACING. REFER TO HIS -9L (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C=) INSTITUTL, SBS D•ONOFRIO DR.. SUITE 200. HADISOR. N1 55719). FOR SAFETY PRACTICES PRIOR TO- C i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL SAYE PROPERLY ATTACHED TC DL 10.0 PSF DATE 11[09/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CJS STRUCTURAL FOINISS A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1014EtRED • ,O BC DL 10.0 PSF DRW CAOSR427 00314030 PRODUCTS. INC. SMALL IDT It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING, SNIPPING, INSTALLIBG AND PINE N E :! BRACING OF TRUSSES. fMIS DESIGN CONFORMS NITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN EIC L L 0.0 PSF CA -ENG / CWC CONNECTORS PUBLISHED OF Bf THE AMERICAN FOREST AND PAPER ASSOCIATION) D. TPI. ALPINE : �' I * TOT.LD. 60.0 PSF SEQN - 22892 CONNECTORS ARE MLO[ OF 20GA ASTM 0.655 GRID GALT, STEEL. ESCfPT AS NOTED. APPLY CONNECTORS TO EACM FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �i 2) This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resoonsibility of the installer(builder, building contractorr licensed contractor, erectoror erection contractor) to oronerlyreceive, unload, store handle install and brace metal plate connected wood trusses to protect life and propertx The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. a DANGER: A DANGER designates a condition where failure to follow instructions or heed wan- ing will most likely result in serious personal injury or death or damage to structures. WARNING:' A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS°PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must,' due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright O by T'-uss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. { yTRUSS;ST.ORAGE s CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to tie truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. JAWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- properly braced. Do notbreak bands until bundles moval to avoid shiftingof individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1. 1 Up to 24' 1 3/12 18"1 17 12 Over 2c' - 42' 1 3/12 1 7" 1 10 1 6 Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Over 5t-' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine v HF - ?fieri, -Fir SPF - Spruce -Pine -Fir 0 typo ee��i Diagoial brace also required on end verticals. PLUMB I I I Truss De th 12 —13or e greater \ 8• _ sJ All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" 1;4" 1 1' 24" 1;2" 2' 36" 34' 3' 48" 11. 4' 60' 1-1/4" 5' 72"_! 1-1/2" 6' 84" 1-3/4" 7' 96" i Z. 8' 108" 2 9' P D(in) , I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATICN TOLERANCES. ±1/ 1 T L(in) L(In) "U200 L(n) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of U200 or 2" L(in) ..........:::::::::::::::::: Lesser of L/200 or 2" L(in) U?00 L(ft) 200 1" 16.7' 250" 1 1-1/4" 20.8' 300 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WAPNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 Y 1 WARNING Do not attach cables, chains, orA WARNING: Do not lift singletrusses with spans x hooks to the web members. 11 greater than 30' ':)y the peak. 160° � or less Ta Approximately Approximately Tag Line '/Y truss length 1/z truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In App.oximately Less tb3n or equal to 60' Approximately 'Allo 'ntruss length Less thin or equal to 60' Toe In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. St•ongback/ SpreaderBar i_ Approximately i r< 3/3 to 3/, truss length Greater than 60' Tag Line Tag Line a Strongbaric, SpreaderBar Toe In At or above mid -height Tag Tag Line Line 10' 1 10` V3 to 3h truss lergth Greater than 6J' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recorvrfended Design Specification for Temporary Bracing of Metal Plate Connected Waod Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Frame 2 jGROUNm BRA. 0-11 N. BUILDING EXTERIOR 1 Typical horizontal 6e member with l muNiple stakes (HT) �Irussol b®ced p of trusses ;EB) DF - Douglas Fir -Larch SP - Southern Pine HF - -lem-Fir SPF - Spruce -Pine -Fir 9 Q,OSI L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL..: TOP CHORD I CHORD TRUSS 70P; CHORD DIAGONAL BRACE- MINIMUM LATERAL BRACE SPACING (DBSIN SPAN DEPTH SPACING(LBS) #trusses NO SP/DF S.PF/HF; L p to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 1 6 4 Over 48'- 60' 48" 1 5' 1 4 12 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - -lem-Fir SPF - Spruce -Pine -Fir 9 Q,OSI L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two — trusses. = 45° End diagonals are- s Tial for / stability and must be dup on both ends of the truss system., Attachmer Required 20'(013 10 rr SPF/hFF 2 o c. fess g2 o/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle together and cause collapse if is no dlogo- nal bracing. Diagonal bracing should be nailed to the wnderside of the top chord when purlins are attached to the topside of the top chord. 1� 0 All lateral braces lapped at least two End diagonals are ess tial for stability and must be duplr y both ends of the truss system. 1ST 3p,�,Da asses °C� =450 Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required 10" or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL..: Continuous CHORD TRUSS Top Chord Lateral Bract Required Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord.. All lateral braces lapped at least two — trusses. = 45° End diagonals are- s Tial for / stability and must be dup on both ends of the truss system., Attachmer Required 20'(013 10 rr SPF/hFF 2 o c. fess g2 o/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle together and cause collapse if is no dlogo- nal bracing. Diagonal bracing should be nailed to the wnderside of the top chord when purlins are attached to the topside of the top chord. 1� 0 All lateral braces lapped at least two End diagonals are ess tial for stability and must be duplr y both ends of the truss system. 1ST 3p,�,Da asses °C� =450 Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required 10" or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 \0� 4 or greater B � _ a / � �s �s 0. J •t` t 11 'opchords that are latemllybraced can buckle togetherand cause collapse Ifthere is no diago- ' salbracing. Diagonal bacing should be nailed -14 to the underside & the top chord when purlins 4i are attached to the topafde of the top chord. I Over 32' - 48' 4/12 1 6' 1 101 7 1 Over 48'- 60' 4/12 15'1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. —�- 10' or Greater Attachment Required i of leas 32 / AWARNING: Failure to follow thEse•ecommendationscould result in A Frame 3 1, 45° 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF Spruce -Pine -Fir a L�5 All lateral brads lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A .10Permanent ossa, r'o. s continuous ��, lateral bracing °� as specified by the truss engineering. Frame 4 =45° Cross bracing repeated at each end of the building and at 20' Intervals. Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph Of 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.SCaIW/1.4R C.,=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot 01 Friction = 0.35 Lateral bearing = 250 psf/ft. 00 00.:�/ LD1NG DEPARTME:�t k DDDn\� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 00-09-125 Page l� Job Name Hollingsworth/Economy Builders Date 11/15/2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation .1 1/2" Gyp 2.5 15 psf. 16 psf. _ Wall Lap siding 1.5 Plywood 1.5 Framing 1.5 1/2 gyp 2.'5 Insulation 1.0 8 psf. Floor Plywood 3.0 40.0. • Framing 2.0 Gyp Bd 2.5 8 psf. Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph Of 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.SCaIW/1.4R C.,=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot 01 Friction = 0.35 Lateral bearing = 250 psf/ft. 00 00.:�/ LD1NG DEPARTME:�t k DDDn\� 39 IN TH U-0 KHOO 1 15691, M, ©m r,r rr m 0 z 0 u III C-01 D �:I Cr y. �.1 s ��� �9�`1; . �- 7xr �z S" EM WnU Cees A Q � � �' � �`J' � �cs�awty des -4. M-fvu taco Vj Ra Weo Z2 LJ-Dquj.�.w� N� qg V,� -�� lis L� Z, -o Ham'. wiv, k2- \-� CF'Zv.[,z P. V�,*-] 1� /2- C-2-- Zvi 1�- di12 Cols a�� . �. I -3 -3(s4aL 'IT -0 AV & 6 St ft -7 2.27` -SW-R 2z -rVJ 0 PWi, bA VK - (-22;Lkq((� 4--f -2) L43 V,,8 -i- .(Z'S�12fti,,3HCZ i 0.3/2, r 2,4 v^ L OvI- 5VO"e- RM �� z 0 z7Y"--7 ~` 1MICHAEL MOONEY CIVIL ENGINEER RCE 20647' 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 11/15/00 TIMBER JOIST & RAFTER DESIGN DESIGN DATA 1 2 - Timber Section 6X12 --- ....Depth in 11.50 12.00 ....Width in 5.50 5.13 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi 875.00 2400.00 Fv- Allow psi 85.00 165.00 Elastic Mod. ksi 1600.00 1800.00 Load Duration Factor 1.25 1.00 Stress Ratio ->> 0.42 .0.48 CENTER SPAN -OK- -OK- Span Length ft : 8.25 11.75 Uniform DL plf 284.00 135.00 LL plf 267.00 540.00 RESULTS Mmax @ Cntr k -in 56.25 139.79 X -Dist ft : 4.12 5.87 REACTIONS Left: Dead Load # : 1171.50 793.12 Live Load .# : 1101.37 3172.50 Right: Dead Load # 1171.50 793.12 Live Load # 1101.37 3172.50 STRESSES -OK- -OK- Fb.. Allow psi 1093.8 2400.0 Fb.. Actual psi 464.0 1136.5 Fv.. Allow psi 106.25 165.00 Fv.. Actual psi 41.68 79.96 DEFLECTIONS Center... Dead Load in -0.027 -0.044 X -Dist ft 4.12 5.87 DL Ratio 3730 3235 Live Load in -0.025' -0.174 X -Dist ft : 4.12 5.87 LL Ratio 3968 809 Total Def] in -0.051 -0.218 X -Dist ft : 4.12 5.87 Ratio 1923 647 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 ' ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE 4t Permit Date: Genera/Inforn�ab%on ' Owners Name: Owners Address: Building Site Address: AP# Parcel Acreage: [ O `F' a G r�roperiylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home [ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: — Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Ee LA'a Parcel Is In: Land Conservation Agreement 14L1 No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area V No ❑ Yes Specific Pian] No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone�No E] yes, check use Floodplain CkNo ❑ Yes Zone:_ Panel Number: Watershed Protection Zone No F1 Yes Pr000sed Use Complies With: General Plan Ck Zoning Subdivision Ma Front Pr000sed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other _K2Ling Code Street & Highways Fre Prevention Subdivision Ma Front / 5 Side D Side street Rear D / Heioht n 0 Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:, Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes j Map Date of Recording: Q �Qg- �� 12 q q Lot: Block: Book: Page: 4 5 e et 3 5 M . ®, IZ . �4S /� o a'� 'q'i t s 1 �l Conditions Tha ust be Met Prior to �6�t u� of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: fi-1 '�- J l 1�4 z AND'%1HEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-0048611 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON b� Assistant 12:13PM 11 -Dec -2000 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 Maureen Page 1 of 2 Section 26-8 of the Butte County Code required 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 County 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 / 34 ZQ:L) State of California County of On _,Voy- „ before me, personally appeared Mk d Q %eR_; personaw Imean4o-mv(or proved to me on the basis of satisfactoryevidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that heA"they executed the same in hisAwr/their authorized capacity(ies), and that by hkAh*r/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 ha d and official seal. U , Ell, S. GRID p 4 COMM. # 1178395 ,/n , l Q NOTARY PUBLIC -CALIFORNIA Signature ��N/// SeHl: BUTTE COUNTY (� COMM. EXP. APRIL 24, 2002-+ A.P.# 3n- as -�I �5- 11935 ORDER NO. BU -147958-3 DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: Pl1RC8L Z t IAT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HIGH SIERRA ESTATES", WHICH HAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1994, IN BOOK 135 OF MAPS, AT PAGES} 45, 46 AND 47. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORK DRAIN AND PUBLIC UTILITIES, AS SHOWN ON -SAID MAP. P71XC$L II t AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITY EASEMENT OVER LOTS 1 THRU 9 AND 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HIGH SIERRA ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 45, 46 AND 47. MICHAEL MOOIb�Y 5 A M4DROVE A VE. CIVIL ENGINEER OROvr LE, CA 95966 RCE 20647 (916) 533-2131 Butte County November 17, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Hollingsworth/Economy Builders I have -reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds.. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds -per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 MICHAEL MOON* • 5 A MADRONE A VE. CIVIL ENGINEER OROvff.LE, CA 95966 RCE 20647 (916) 533-2131 Butte Countv Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Jim Hollingworth 1970 Mitchell Ave. Soils Permit # 00-2841 December 20, 2000 On this date I made a site inspection of the soils on subject property. The soils on site are best classified as UBC Class 4 soils, silty gravel, or gravelly silt. The soil is compact and undisturbed. No evidence of expansive soil. Thank you for your consideration. Yours, ku;j� Michael Mooney v My license expires 9-30-01 *AN REVIEW RESPONSOORM In order to expedite the review of your plain% please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your rye -submittal for review. There must be a va; response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER— / 1 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 �o RESPONSE BY: kAt K -e LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: S PLAN CHECK ITEM N RESPONSE BY: PLAN CHECK ITEM # BY: jT) ���J �I V -e Y RESPONSE BY: COu.u� �- �►.1eer LOCATION ON PLANS/CALCS: COMMENTS: S PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: C' e -p -� /)- 0 I15 ") -' -g PLAN CHECK ITEM # BY: jT) ���J �I V -e Y RESPONSE BY: COu.u� �- �►.1eer LOCATION ON PLANS/CALCS: COMMENTS: S Ae� p PLAN CHECKRESPONSE BY: jT) ���J �I V -e Y LOCATION ON PLANS/CALCS: COMMENTS: S'� �' C . f C PLAN CHECK ITEM # RESPONSE BY: o 0 �P r— LOCATION ON PLANS/CALCS: COMMENTS: *AN REWW RESPONSO'ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to. all correction items, we will not be able to accept your re -submittal for review. There must be a va: response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL. PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: C- o,� -� .._ LOCATION ON PLANS/CALCS: C�- G COMMENTS: , PLAN CHECK ITEM # Z RESPONSE BY: G LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N � RESPONSE BY: C' LOCATION ON PLANS/CALCS: p 6 Z C COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C- December 14, 2000 Jim Hollingworth 1970 Mitchell Ave. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 030-250-061 Building Permit Number: 00-2841 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1J----frovide location of FAU. If located in the attic, size truss for mechanical loads. !Provide attic access. /3!Provide stairway details, rise and run, handrails and guardrail. 4eam rovide garage door header size. earn which is to support truss 131 is not shown in it's entirety on the plan. The size for this is also not shown on the plan. Provide both beam and size of beam. Parcel is located in area of county which may have highly expansive soil. Provide a soil test with an index rating of the soil. If rating is 20 or above, provide a foundation design for conditions. Foundation design is required to be done by a licensed architect or registered engineer. , Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX ,VFront of house at open entry appears to be ballooned framed . Provide height of studs along with size. Provide calculations for this wall. This building is unusually shaped according to the Uniform Building Code because of an opening in a floor diaphragm per Section2320.5.4.4. In addition, floors are not supported on braced wall lines per Section 2320.5.4.2 of the UBC. 9. his house faces north, not west, as shown in the energy calcs. Fenestration is noted in front oor but is not calculated in fenestration area. Skylight has not been included in the fenestration area and thermal mass area shows 1200 square feet as exposed when it is actually covered in carpet. Revise energy calculations for these items. In addition, section detail A -A is to show requirements from the energy calculations including housewrap and also note that all windows designated in the calculation, including patio door, must be provide with blinds before the house can be finaled. i 10. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form. Sincerely, Martha Whitney Plans Examiner cc: Economy Builders • APPLICANT: OWNER: PERAM #: A. P. #: WORK DESCRIPTION: P%CT PROCESSING =r:ORD DATE f s/o DESCRIPTION OF STEP 7rn-✓G�'- �i� A/ - AJ c�FV Duv v A&dA Ji 4 -�E yrs-e-6� � v 2 • 0 n Owner: Building Permit Number: Qo a (f ] Plans Examiner. rY AO A P. Number: 10 -30 GENERAL: - requirements — (number of permitted living units). �,PZoning Building permit valuation. Plans signed by the designer. 141' Proper description of work_ on the application. ,5! Existing violations on the property. Recorded notice of violation. OT PLAN: Complete parcel size and dimensions. 2' Setbacks, side yard, easements, Etc. Other buildings or structures. /1 Grading, fills and/or drainage. r/" 'Flood hazard - Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAIN: �1! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). . - .. . .:_ 2. 10% of nahn-9 light and 5% of ventilation (Uniform Building Code section' I203). , 3. Egress windows (Uniform Building Code section 310.4). ' 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). - - f Required room sizes and ceiling heightslUniforin Bfiffdirig-Code section 310 6) GFCI in baths, garage, kitchen, wet bac, and exteiior receptacles (NEC 210). 8. Prohibited locations of 'water heaters nrf5i'm- mib"""Code 509& 1213.5 9. Prohibited locations of gas he "." 'equipment (Uniform Mechanical Code 304.5). Garage fiall separation -rewired oagarage stde`mctdii"siipportmg walls and posts (Uniform re�z Building Code section 302.4 exception #3): . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). . Smoke detectors (Uniform Building Code section 310.9:1). '. Water closet clearances (Uniform Plumbing Code 408.5). �K. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 UCTURAL DETAILS: ri 716onventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code section 2320 1.3).. 3 ' Clerestory requiring balloon framing and/or engineering.,ItLrt- X.i Three story building requiring engineered calculations and plans. ` oundation plan complete enough to construct budding. Floor construction details complete enough to construct building. e Elevations and wall construction details complete enough to construct buil ' 8.' Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ��G r- FStuld lace construction details and calculations if necessary. 11.door header size(s). header size(s). heights. 4: ansive soil — special foundation design required. . Retaining walls requiring design. Proof �p_' f 16. Special Inspection requirements. 1 er sizes..G�� sum wallboard nailing inspection required.��- CELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails(Unif�Building Code sectiffif" ` ioo6): Pro c/ 2. Guardrails (Uniform Building Code section 509). Bnck or stone veneer (Uniform Building Code section 1403). F.xterior plaster— weep screeds (Uniform Building Code section 2506.5). fOV RQofpiich for roof covering (Uniform Building Code Table 15-B-1 & 2, _15-D-1 & 2). f�' - hoof covering type = (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). . Uaderiloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 c access and ventilation (Uniform Building Code section 1505). Pro it d-p� Combustion air for fuel burning appliances — LPG regi&=e eats. - -.1 wand requirements. - 4, ergy design compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special. Inspection requirements. 17.5. = Use Permit conditions. 17.6. Sub -Standard Housing letter. i i 0 I MOTES i RESIDENTIAL 030-250-061 01-0716 HOLLINGSWORTH, JIM 656 SPARKY AVE OROVILLE CONT: FOX COMPANY FIRE SPRINKLER ' o q 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) / Signature .n �5 CHECKED BY V= OK 0 = Not OK - = Not Applicable =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- Bea ms- 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. / • /'Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9'. Tie Downs -Type -Installation Cen. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche 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- Bea ms- 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 (S Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Bloc-,outs-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 17. PLUMBING (Permit) OK except #'s W ter Htr.; Vent-Access-Cgweustion Air Baffle 64. Water Pipe; Test 8 or-Nail Protection 19 D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tib Access 21. Test Tub & Shower, Second Floor-Tub Access Date 22. Gas Pipe; Sixe & Anchors P,>R12- A-ZL_ Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge cf Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Ligl-t-Spa Light 34. Smoke Detector 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No Date 83. Card B-1 Date Card B-1 Date 84. Card B-1 Date Card B-1 Date 85. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Date 93. Card B-1 Date Card B-1 Date 94. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Date 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound Date 42. Bearing Walls over Girders & Floor Nailing Comments at Final: 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 -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brat. -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 -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 Cl Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J 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: wII CERTIFICATION OF INSULATION ADDRESS OR TRACT - SACRAME14TO,INSUTATION CONTRACTORS,.,,; • �/ l� �C�� LOT K ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 UC. #2020 309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #20202 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 Z�+�1 ��`� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 3326 A PON ❑ O DEROSA WAY, LAS VEGAS, NV 89118 LIC. #1067 max• DATEJ%$Ur-LA 10 `OMPLE ED ( 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 APPLIED R - VALUE APPLIED WN. INST LLD R - VALUE APPLIED' , 'INSTALLED THICKNESS INSTALLED THICKNESS WEIGH FPER OOT INSTALLED THICKNESS 1/9 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER + FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER f�A— M I W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT_ HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIG NATURE -INSU LATI ONTRA TOR TITLE DATE q MANAGER / SIGNATURE -GENERAL NTRACTOR TITLE DATE REMARKS: ( I s� White - Builder copy, Green - Builder copy, Yellow - Customer copy �s SIC -303 Pink - Attic copy, Gold - File copy COUNTY OF BUTTE BUILDING N.0 DIVISION DEPARTMENT OP DEVELOPMENT SERV I ICES 411 Main Street • Chico, CA - (530) 891-2751 7 County Center Drive • Ciroville, CA • (530) 538-7541 CORRECTION NOTICE &kNER 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 completed. It you have any questions pertaining to this matter, or need additional explanation please contact this office immediately. yY e I. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 0/- Ona/ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERIC IT ND. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 030-250-061 ZONING AR 10 BUILDING PERMIT OWNER HOI-LINGSWOR TELEPHONE SO, FT. OCC. BUILDING VALUATION 2400 3,840.00 . OWNERS MAILING ADDRESS 1970 MITCH17. OROVITI.E., CA 99966 CONTRACTOR'S NAME FOX COMPANY TELEPHONE 1913-2710 CONTRACTORS MAILING ADDRESS 3995 OLTVE HW GROVITIE, CA 99966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 140-95 BUILDING ADDRESS 696 SPARKY AVE- 0IRMIDIE, CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 123.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y] 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 NewX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20DA 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. ` c License Class [�-/�o Lic. No. `�(�7�.7 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, 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 S7�jF-F(/�1/%i Policy Number 27Z UN Z3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 forthwith mply with th provisions. X oI Date ''i '� ,o / Signature o Applicant ner Contractor ❑ Agerd An OSHA permit is required for excavatioAs over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS.BLDs. 3.5¢x: NOµgESID MULTI -OUTLET @7.50 DWELL APPARATUS & SINOLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES BAL @ 1:50 Ex. Occup. GFucsRE,S OR PS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D FEES IMP .� FLOOD ,�_ CDF PARCEL PD HD _ ISSU 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. _�4Ii) , ,/ /�1) V —1 , �16�0 7 ID,t ReceiptNo. 315172/123.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '. . 7 County Center Drive • Oroville, CalifDrnia 95965 • Telephone (530) 538-7541 PERMIT NO. 162 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER A C�/� zGNI BUILDING PERMIT OWNER A� - w _ TELEPHONE SO FT. OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS q -'?0 1AA TG[E�c_ CONTRACTOR'S ME TELEPHONE CONTRACTORS MAILING ADORED L /✓G D Y/LLE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 7/_ BUILDING ADDRESS �' /TYC `,� ✓� , -76 ((gyp Energy Plan Checking Fee $$ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USE OF STRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um 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:iQE�O/Z/(/rf%�GL/�7?d.(J Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OR LE Main Service 2a Oa00A 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.POWER License Class C /6 Lic. No. 3r/1 � 3/., 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, 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. I 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 -:52MM /'—f-44,4422 Policy Number AS54t Z 72 CIN Z 3 (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 forthItki comply with thos provisions. X Date ',ZZ7 9 Signature of Applic t ner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONIS.8 ACC. BLDS. 3.50FT, NONNEOSID. MULTI.OUTLETS 97,50 APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES SAL @ .so FIXED APPLNS. OR 5.00 Ex. Occup. GurLETs RESIO. En Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 1 occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD COF w PAR PD HD U -- 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 Date Receipt No. 5� / 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C; LINTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: LL/il/ IL�%D.C? .._ _ ASSESSOR PARCEL.kRRWBER: 430 — Proposed Building Use: Building Inspector: Date: At time of permit application, I was aW.ed the following data must be submitted prior to perm' roe sing/and/or issuance: All items have been submitted. 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! 116. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and -plot plan approval 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. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 02 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ D30. Other: When you issue the permit, process as follows ❑ Mail to owner❑M,a=totractor. Q1 elephone _ d hold for pickup at ffice. ❑ Delive ith inspector. 6 x /11hi9A, APP lieant: Date: D �- `) EXPIRATION OF APPLICA Applications for which'a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant -: FOX Company 3995 Olive Aighway, proville CA 95966 ' 916-533 2730 / 916-533-1875 FAX � Lia #305365 G10, G16, C-20, C-36, G43 Residential Fire Sprinkler with damp & Holding Wank 11. Sprinkler Head 2. Spring Loaded Check 'Valve 3. 3 -Way Globe Valve 4. 3001b Gauge 5. 2 Pole Flow Switch 7. Spare Head Cabinet 8. Booster Pump .9. Pressure Switch .10.. Pump Control 11. Holding Tank 3a0'K-Fact®r o Fast Response Low Flow Residential Pendent & Recessed Pendent Glass Bulb Automatic Sprinkler Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Tel: (215) 362-0700 / Fax: (215) 362-5385 / www.centraisprinkler.com Fr Product Description The Central Model LF, 3.0 K -Factor Residential Pendent and Recessed Pendent sprinklers are decorative glass bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. They are to be used in wet pipe residential sprinkler systems for one - and two-family dwellings and mobile homes per NFPA 13D; wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancy per NFPA 13. The Central Model LF Residential Pendent Sprinklers have a 3.0 K - factor which provides very low design flow rates at reduced residual pres- sures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Model LF .Residential Pendent Sprinkler is obtained by utilizing the Model LF Residential Pendent Sprinkler in combination with the Model GB Res./ QR Recessed Escutcheon Assembly. The recessed version of the Central Model LF using a Model GB Res./QR Recessed Escutcheon provides up to 3/8 inch (9.5 mm) of total adjustment from the flush pendent position. Operation: The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. - WARNINGS The LF Residential Pendent Sprin- klers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these de- vices. Because of the above cited stipula- tions and the varied nature of residential type architecture, there will be some compartment designs which cannot be fully sprinklered in accordance with the recomendations of NFPA 13, NFPA 13D, or NFPA 13R. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufac- turer should be contacted relative to any questions. t Sprinkler Identification Number SIN C1296 - (155°F/68°C) SIN C1297 - (175°F/68°C) Approvals UL & C -UL Listed. MEA (323-98-E) (Refer to the Design Criteria Section) Maximum Working Pressure' 175 psi (12.1 bar) Pipe Thread Connection 1/2 inch NPT Discharge Coefficient K = 3.0 GPM/psi12 (43.2 LPM/bar"Z) Temperature Ratings 1550F/680C or 1750F/790C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated r_- i.,. 1 061 111. :,,' Residential Pendent am " id9` :i Pend ent Sprinklers Physical Characteristics The Model LF Residential Pendent Sprinkler utilizes a dezincification resistant (DZR) bronze frame and a 2.5 mm bulb for 175°F and a 3 mm bulb for 155°F. The sprinkler frame orifice is sealed with a gasketed spring plate (Belleville Seal) consist- ing of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a TeflonTM gasket. The compression screw is bronze, and the deflector is brass. No. 4-1.0 Table 1 -1550F LF Pendent & Recessed Pendent Hydraulic Design Requirements for NFPA 13D & NFPA 13R Occupancies Coverage Minimum Design Flow Multiple Area Single Sprinkler Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 37.9 Ipm (0.77 bar) 30.3 Ipm (0.49 bar) 14'x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (4.3 x 4.3m) 37.9 Ipm (0.77 bar) 30.3 Ipm (0.49 bar) 16'x 16' 11 GPM (13.4 psi) 11 GPM (13.4 psi) (4.9 x 4.9m) 41.6 fpm (0.92 bar) 41.6 Ipm (0.92 bar) 18'x 18' 14 GPM (21.8 psi) 13 GPM (18.8 psi) (5.5 x 5.5m) 53.0Ipm (1.50 bar). 49.2 Ipm (1.30 bar) 20'x 20' 16 GPM (28.4 psi) 16 GPM (28.4 psi) (6.1 x 6.1 m) I 60.61pm (1.96 bar) 1 60.6 Ipm (1.96 bar) Maximum Ceiling to top of Sprinkler Deflector 4 inches. Table 2 - 175°F LF Pendent & Recessed Pendent Hydraulic Design Requirements for NFPA 13D & NFPA 13R Occupancies Coverage Minimum Design Flow Multiple Area Single Sprinkler Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 37.9 Ipm (0.77 bar) 30.3 Ipm (0.49 bar) 14'x 14' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) (4.3 x 4.3m) 45.5 Ipm (1.10 bar) 32.2 Ipm (0.55 bar) 16'x 16' 12 GPM (16.0 psi) 11 GPM (13.4 psi) (4.9 x 4.9m) 45.5 Ipm (1.10 bar) 41.6 Ipm (0.92 bar) 18'x 18' 15 GPM (25.0 psi) 13 GPM (18.8 psi) (5.5 x 5.5m) 56.8 Ipm (1.72 bar) 49.2 Ipm (1.30 bar) 20'x 20' 16 GPM (28.4 psi) 16 GPM (28.4 psi) (6.1 x 6.1m) 60.6 Ipm (1.96 bar) 60.6 Ipm (1.96 bar) Maximum Ceiling to top of Sprinkler Deflector 4 inches. N Table 3 - 1550F & 175°F LF Extended Pendent Hydraulic Design Requirements for NFPA 13D & NFPA 13R Occupancies (Use with Figure 3) Coverage Minimum Design Flow Multiple Area Single Sprinkler Sprinklers 12'x 12' 11 GPM (13.4 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 41.6 Ipm (0.92 bar) 30.3 Ipm (0.49 bar) 14'x 14' 12 GPM (16.0 psi) 9 GPM (9.0 psi) (4.3 x 4.3m) 45.5 Ipm (1.10 bar) 34.1 Ipm (0.62 bar) 16'x 16' 14 GPM (21.8 psi) 11 GPM (13.4 psi) (4.9 x 4.9m) 53.0 Ipm (1.50 bar) 41.6 Ipm (0.92 bar) 18'x 18' 14 GPM (21.8 psi) 13 GPM (18.8 psi) (5.5 x 5.5m) 53.0 Ipm (1.50 bar) 49.2 Ipm (1.30 bar) 20'x 20' 16 GPM (28.4 psi) 16 GPM (28.4 psi) (6.1 x 6.1m) I 60.61pm (1.96 bar) 1 60.6lpm (1.96 bar) Maximum Ceiling to top of Sprinkler Deflector 8 inches. Table 4 - 155°F LF Pendent & Recessed Pendent UL & C -UL Specific Application Sloped Ceiling Hydraulic Design Requirements for NFPA 13D & NFPA 13R Occupancies (For use with Figure 5) Coverage Minimum Design Flow Multiple Area Sin le Siorinkler Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 37.9 Ipm (0.77 bar) 30.3 Ipm (0.49 bar) 14'x 14' 12 GPM (16.0 psi) 8 GPM (7.1 psi) (4.3 x 4.3m) 45.5 Ipm (1.10 bar) 30.3 Ipm (0.49 bar) 16'x 16' 12 GPM (16.0 psi) 11 GPM (13.4 psi) (4.9 x 4.9m) 45.5 Ipm (1.10 bar) 41.6 Ipm (0.92 bar) 18'x 18' 18 GPM (36.0 psi) 13 GPM (18.8 psi) (5.5 x 5.5m) 68.1 Ipm (2.48 bar) 49.2 Ipm (1.30 bar) 20'x 20' 20 GPM (44.4 psi) 16 GPM (28.4 psi) (6.1 x 6.1m) 75.7 Ipm (3.06 bar) 60.6 Ipm (1.96 bar) Maximum Ceiling to top of Sprinkler Deflector 4 inches. The Model LF Residential Pendent and Recessed Pendent Sprinklers are UL, C -UL Listed and MEA Approved for use in accordance with current NFPA standards on wet pipe sprinkler systems. These sprinklers with a maximum ceiling to top of sprinkler deflector distance of 4 inches, have been investigated for use under smooth flat horizontal ceilings with slopes up to 2 inches per foot using the hydraulic design requirements found in Table 1 or Table 2 as applicable. These sprinklers with a maximum ceiling to top of sprinkler deflector distance of 8 inches, have been investigated for use under smooth flat horizontal ceilings with slopes up to 2 inches per foot using the hydraulic design requirements found in Table 3. These sprinklers with a maximum ceiling to top of sprinkler deflector distance of 4 inches, have also been investigated for use under smooth flat sloping ceilings with slopes up to 8 inches per foot using the hydraulic design requirements found in Table 4 as well as the sloped ceiling "Specific Application Design Criteria" found in Figure 5. When conditions exist that do not meet all. the parameters of the "sloped ceiling "Specific Application Design Criteria" found in Figure 5, and when acceptable to the local authority, additional guidance on the placement of residential sprinklers on sloped ceilings has been provided in Figures 6 -15. This information will provide the minimum spacing requirements necessary for preventing the wetting (i.e., cold soldering) of the heat responsive element (Bulb) of a non -operated Central Model LF, which is adjacent to one, which has operated. In these situations the minimum required single and multiple sprinkler flow rates given in Table 1, Table 2, or Table 3 as applicable, should be used. Your local authority should be consulted to determine the number of sprinklers required in the hydraulic design area. The Recessed Pendent Sprinklers are only listed with the Series GB Res./QR Recessed Escutcheon Assembly. These sprinklers can be used with any metalic flush or extended escutcheon, provided the maximum ceiling to top of sprinkler deflector dimension specified in Table 1, Table 2, Table 3, or Table 4 is maintained. The minimum required single and multiple sprinkler flow rates for systems designed to NFPA 13D or NFPA 13R occupancies are given in Table 1, Table 2, Table 3, or Table 4 as a function of temperature rating, ceiling to top of deflector distance, and the maximum allowable coverage areas. The single sprinkler flow rate is the minimum required discharge from the most hydraulically demanding single sprinkler and, the multiple sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. Figure 1 - Model LF Pendent Reducing ling 11/16" .9 mm) Ret. 1-3/16' (30.2 mm) Diameter VRENCH FLAT Figure 2 - Model LF Recessed Pendent Figure 3 - Model LF Extended Pendent 3-1/2" (96.9mm) Max. 2-1/4"(57.2mm) Min. �I Finished Ceiling Line r -3/4"( s.3m / 3.3/4"(95.3mm) Max. Min. 399 Escutcheon of 399 Escutcheon Reducing educing Finish Part# Coupling Brass 1287 i Chrome 1286 White 1288 1-11/16" Off -White 1290 (42.9mm) r �u �r�,1�.1�F?'i./•1 I�I� �`- II f 1 �.�?j' 1, '�+i� a� Figure 3 - Model LF Extended Pendent 3-1/2" (96.9mm) Max. 2-1/4"(57.2mm) Min. �I Finished Ceiling Line r -3/4"( s.3m / 3.3/4"(95.3mm) Max. Min. 399 Escutcheon of 399 Escutcheon Reducing educing Finish Part# Coupling Brass 1287 i Chrome 1286 White 1288 1-11/16" Off -White 1290 (42.9mm) Figure 4 - LF Sprinkler Wrench (1025) TIA 99-1 (Tentative Interim Ammendment) with an effective date of May 22, 2000 states that the minimum required discharge from each of the "design sprinklers" for systems designed to NFPA 13 must be calculated based on delivering a minimum design density of 0.1 gpm/ sq. ft. for each of the listed coverage areas shown in Table 1, Table 2, Table 3, or Table 4. Consult the authority having jurisdiction regarding the application of this TIA to the currently adopted NFPA 13. Model LF Residential Pendent and Recessed Pendent Sprinklers must be installed using the obstruction criteria for extended coverage sprinklers found in the current edition of NFPA 13. NOTES Residential Fire Sprinkler Systems should only be designed and installed by those competent and completely familiar with automatic sprinkler system design, installation procedures, and techniques. The sprinkler must be secured in position by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. The sprinkler escutcheon cannot be used to hold the sprinkler in position. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to Central Sprinkler. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, NFPA 13D, NFPA 13R, or by the authority having jurisdiction. Figure 5 - UL & C -UL Specific Application Sloped Ceiling Design Criteria Pendents Located Along Multiple Slopes • Spacing is measured along the slope. • One row of sprinklers is shown on the sloping ceiling for clarity. Actual number of sprinklers within a compartment is unlimited. • Cathedral ceiling applications: An 8" minimum beam or lintel is required at the peak. • If a loft adjoins the sloped ceiling compartment, a minimum 8" deep lintel is required between the loft and the ceiling. • Hydraulic calculations shall conform to the appropriate NFPA standard. Calculate the two (NFPA 13D) or four (NFPA 13R) most demanding sprinklers along one slope. If there are less than two (NFPA 13D) or four (NFPA 13R) sprinklers along one slope, calculate all the sprinklers along one slope. For ceilings with adjoining lofts, add one sprinkler in the loft to the hydraulic calculations. • Openings in the perimeter walls, such as a doorway or adjoining hallway, must maintain a maximum height of 8 feet or less. SLOPE 1L JJ. IO) • a: minimum: 4" maximum: one-half the maximum calculated spacing • b: minimum: 8'-0" maximum: 20'-0" • The minimum lateral distance between sprinklers on opposing slopes is 8'-0" Figure 6 - Sprinkler Location for Sloped Ceiling Note the minimum distance between sprinklers changes by the angle of the slope. Verify the Listed flows and pressures for "maximum" and 1/2 maximum" distances. Dimensions "A" and "B" are measured along the slope. For angles greater than 600, verify with Central's Technical Services Department. A— NFPA minimum of 4" (verify "G" dimension minimum of 4"), maximum 1/2 of the Listed spacing that the sprinkler was'calculated for. (i.e., 18'x 18' spacing is maximum of 9'-0" from a wall). B — For angles 0° to 391 minimum B = F-0". For angles 400 to 450 minimum B = 9'-0". For angles 460 to 600 minimum B = 9'-6". Maximum Listed spacing that the sprinkler was calcu- lated for. C — Maximum of 3'-0" vertically from the peak. F — Acceptable for angles 00 to 600. G — Minimum of 4", for maximum, refer to "A" and measure along slope. Figure 7 - Symmetric Sprinkler Location on Opposing Slopes* The minimum distance between sprinklers on opposing slopes is measured horizontally, some difficult conditions can be solved by staggering the sprinklers, thus increasing the horizontal distance. Remember to measure along the slope for "A" and "B". For angles greater than 600, verify with Central's Technical Services Department. A — NFPA minimum of 4", maximum 1/2 of the Listed spacing that the sprinkler was calculated for. B — See "E" for minimum spacing. Maximum Listed spacing that the sprinkler was calculated for. C — Maximum 3'-0" vertically from the peak. E'— NFPA minimum of 8'-0" (when minimum of 8'-0" cannot be obtained due to "B", a baffle must be installed between these sprinklers to obstruct the discharge and prevent cold -solder).. See "B" for maximum. F — Acceptable for angles 00 to 600. * For unequal spacing down from peak, see Figure 9. Care & Maintenance The Central Model LF must be main- tained and serviced in accordance with the following instructions: NOTES Wet pipe sprinkler systems must be maintained at a minimum tempera- ture of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element (bulb) can result. Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Do NOT enclose sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT cleanse the sprinklers with soap and water, detergents, ammo- nia, cleaning fluids, or other chemi- cals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attach- ment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of which can be caused by such materials can reduce the ability of the sprinkler system to aid in the control of a fire in which they are involved. It is recommended that automatic sprinkler systems be inspected and maintained in accordance with the advice and suggestions given in NFPA 25. Automatic sprinklers must never be shipped or stored where its temperature will exceed 100°F/380C and they must tgco Flow Control Central Sprink/er never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage - both before and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). It is recommended that automatic sprinkler systems be inspected quarterly by a qualified Inspection Service. The Central Model LF must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K -factor, the same coverage area, and the same or lower flow ratings (as indicated under "Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new con- struction will not violate the installation requirements stated under WARN- INGS. Alter the new construction and/ or the sprinkler system to suit the requirements of this document. k 4 J � �• I• "5�s to ✓,•^i Ordering .r �+• � •'rte ;d�����dy;Inforlmilation Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Refer to price list for complete listing of Part Numbers. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Com- pany, or call (215) 362-0700 for the distributor nearest you. Warranty: The manufacturer warrants for a period of one year from the date of sale (warranty period) that the product(s) sold hereunder are free from defects in material and workmanship. Our obligation under this warranty is limited to repair or replacement, or, at our option, we will repay the price paid for the product(s), plus any transporta- tion charge paid by the purchaser. In the case of replacement, we will pay the transportation charges to the location of the defective product. We must be given the opportunity to inspect any product you believe to be defective. To make a claim under this limited warranty, you should contact our Sales Services Manager at (215) 362-0700. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN DURA- TION TO THE DURATION OF THE LIMITED WARRANTY SET FORTH ABOVE. The manufacturer does not assume any other obligation in connection with the sale of the product(s) by purchaser. This warranty shall not apply to any product(s), which have been installed in violation of written instructions furnished by the manufacturer, repaired or altered, misused or damaged, or not properly maintained. The manufacturer is not liable for indirect, incidental or consequential damages in connection with the use of the product(s). Some states do not allow limitations on how long an implied warranty lasts, or exclusion or limitation of incidental or consequential damages, so the above limitations or exclusion may not apply to you. THIS WARRANTY GIVES YOU SPE- CIFIC LEGAL RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. Conversion Table: 1 ft. = 0.3048 m 1 sq. ft. = 0.093 m2 1 gpm = 3.785 Lpm 1 psi = 0.06895 bar 1 gpm/ftz = 40.74 mm/min Teflon is a trademark of the DuPont Corp. Printed in U.S.A. 9-00 Grinnell ,.. (Al W J Q N Z M M Bronze Spring Loaded Check Valve %"-2rr Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Bunn-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, Oil, or Gas Fluid Pressure, Non -Shock W.O.G. 25 lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in. any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvaive. Q) Figure No. 3600SJ Figure No. 3615SJ Copper to Copper Oe �. �Si •, 3, :G'`+1�!^!cK;s,S �'=�.�('!� �" ) FAL; it ::� . Olinensioh8 — Weights Nominal SizeA Part Specification 1. Body • Bronze ASTM B•584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 5A. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy S43000 8. Body End Bronze ASTM B-584 Alloy CB4400 Nominal SizeA Dimensions Approx. et Wt. Fig. 3600 Approx. Net Wt. Fig.3600SJ B C 3/e 2 13/6 11/16 .4 .4 '/2 21/16 13/9 13/16 .4 .4 3/4 21/4 15/e 15/16 .5 .5 1 25/6 1 2 11/2 .8 .9 11/4 215/16 23/e 111/16 1.2 1.3 1'/2 35/16 23/4 2 1.6 1.9 2 33/4 33/e 25/16 2.4 2.7 V 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 Tj Product' Description Material corrosion resistance. The hand E,ARIE Description wheel is manufactured from cast iron materials to meet or exceed the Bronze requirements of Underwriters The Central Model F17 3 -Way Laboratories. Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off. Association C-509 and ASTM A-126, throttling, or drain valves. Class B Standards. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Giobe Valves provide positive Bronze Globe Valves are rated with shut-off under normal operating cold water at 200 psi, non -shock for conditions. They are recommended cold water service, and are tested for water service only. twice, air under water for consistent The Central Model F17 3 -Way quality. Bronze Globe Valves are of cast The Central Model F17 3 -Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg: Source: Non -Domestic) i 2.45 1.69.E ti 3-Way uronze Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 No. 27.3.0 HW5CH..T*R1Mj=L1NE a 10 cantyda i 800 854-1015 FIRE SPRINKLER PRESSURE GAUGE1 U.S. GUAG8, AMETEK * Use on wet or dry sprinkler systems! o Solid brass backed! • 11,11 A .NTP -LM brass fitting; 3'/z" diameter • 300 !b./sq. In. Capacity :Coons Iso �s rl gas' 50 250 ,2s a 2)S, 'L &LISTED pM APPROVE C VSA 11 -VF POTTER VANE TYPE WATERFLOW s FOR SMALL PIPE ALARM SWITCH WITH RETARD Pour Electric Signal Company potter Electric Signal & Mfg. LTD 2081 Craig Road a P.O. Box 28480 1987 Leslie Street St. Louis, MO 63146.4161 Don Mills, Ontario, Canada M3132M3 (314) 878.4321 * (800) 325.3936 (416) 441.1633 ,Y STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009880 OTHER PATENTS PENDING. The Model VBfl•8F la a vane type waterflow switch for use on wet sprinkler systems that use 1", 1 1/4', or 1 1/2" pipe Size. The unit may also be used as a emocnal water low detector on large Systeme. The unit contains two single pole double throw snap notion switches and an ad)uatable pneumatic retard. The switches are actuated when a flow of 10 gallons par minute or more occurs downstream of the device. The flow condition must exist for a perlod of time necessary to ovemorm the selected retard period. INSTALLATION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be Installed on the top aids of the pipe where they will be nocesalble. The units should not be Installed whhln I!' of a valve, drain or fitting which changes the direction of the waterflow. The unit has a V NPT tushing for threading Into a noncortosive TEE, See Mg. 2 for proper TEE size, type and Installation. Screwthe device Into the TEE fitting as Shown In Fig. 2. Cara mutt betaken to property orient the device for the direction of waterflow. UL. ULC, CSFM LIaTEb and NYMEA ACCEPTED eervloe Pressure: Up to 250 PSI Minimum Plow Rate for Alarm: 10 GPM Maximum Surges: 18 FPS Enolosurs: Dle-cast, red enamel finish. Cover held In place with tamper resistant screws Contact Ratings: Two seta of SPDT (Form C) 15.0 Amps at 125250 VAC 2.0 Amps at 0-30 VDC Coodult Entrances: Two Knockouts provided for 1/2" conduft Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1", 1 1/4', and 1 12' Note: 8 paddles are furnished with each unit one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Environnlenta 18peeiftestlons: Suitable for Indoor or outdoor use with factory Installed gasket and die -oast housing NEMA 4 Rated Enclosure - use vdith appropriate conduit fitting Ton"rature Range: 40' F/120° F (4.5° C/4W C) Caution: This device Is not Intended for aolcations In explosive environments Service Use: Automatic Sprinkler NFPA-13 One of two family dwelling NFPA-130 Residential occupancy up to four stories NFPA-13R Nabonal Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch, order Stk. No. 0090018 The vane must not rub the Inside of the TEE or bind In any way. The stern should move freely when operated by hand. The device can also be used In copper or plastic pipe Insbsttatbns with the proper adapters so that the speclfied TEE fttttng may be Imtelbd on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening i the Inspector' W vaNs at the end of ft sprinkle► line or the drain and test connection, If an Inspector's teat valve Is not provided. If titers are no provisions for testing the operation of the flow detection device on the system, application of the V8R-9F Is not recommended or advisable The haquoncy of the inspection and testing and its associated protective monitorWQ system should be In accordance with tit• ap*ib4 NFPA Codes and Standards and/or authority having iurfadictton (manufacturer recommends quarterly or more frequently). CAUTION: There are t3 paddles furnished with each unit. These paddles have raised lettering that showe the pipe size and type of TEE that they are to be used with. The proper paddle muM be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA MKT, il$r3OWN • REV I PAQH t OF 2 MIM. 49400" 3149 (0).POTTER.BELLS PBA-C &PBD -DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL d6 10 FT. MINIMUM dB @ 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 IMON IM Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description "Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. _Central S_prinkler_.Head Cabinets are manufactured of heavy gauge Model: Sprinkler Head Cabinet Style: 6 head or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 6 sprinkler heads 12 sprinkler heads Dimensions: —6 head - 5" high x 14" long x 31/4" deep 12 head - 5" high x 14" long z 4" deep Weight: 6 head - 2.3 lbs. 12 head - 3.5 lbs. steel with knock -outs to accommodate either 1/2" or 3/4'_ N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. e!• (r •.)0 K1+ Goulds \ �� m� : ,:, :.,�;,..: '' � � F �'r .SELF PRIMER•- MODEL GT APPLICATIONS Specifically designed:forthe following uses: --La wo sprirlklin,g . Irrigation ' • Air conditioning systems • Heat pumps • Water transfer • Dewatering SPECIFICATIONS Pump: • Pipe connections: 1'/2" suction 1'/2" discharge • Capacities: to 110 GPM -at 5 foot suction lift. • Heads: to 128 feet. • Reprime capabilities: to 25 foot suction lift. • Maximum working pressure: 125 PSIG. • Maximum water temperature: 160°F (710C). • Rotation: right hand ie; clockwise when viewed from motor end. Motor: • NEMA standard open drip proof. • 60 Hz, 3500 RPM. • Stainless steel shaft. • Single phase: a/4-2 HP, 115/230 V; 3 HP, 230 V only. Built-in over -load with automatic reset. - Three phase: 230/460 V. Overload protection must be provided in starter unit. Starter and heaters (3) must be ordered separately. ® 1997•Goulds Pumps FEATURES ■ Self -Priming Design: When pump is primed it never needs priming again if even water,level drops " below end of the foot Valve. It resumes pumping as soon as water level rises again. Gas or air in the water will not airbind the pump. o Serviceable: • Back pullout design allows disassembly of pump for service without disturbing piping. • Two compartment motor for easy access to motor wiring and replaceable components. a Diffuser (Guide Vane): Bolt down diffuser provides positive alignment with impeller. Diffuser also has stainless wear ring for extended performance in abrasive conditions. F.D.A. compliant, injection molded, food grade, glass filled LexaO for durability and abrasion resistance. N Impeller: F.D.A. compli- ant, glass.filled Noryl®. Corrosion and abrasion resistant. m Corrosion Resistant: Electro -coated paint process is applied inside and out; then baked on. m Casing: Cast iron construction. 4 bolt, back pull-out design. Tapped openings provided for vacuum gauge and casing drain. m Powered for Continuous Operation: Pump ratings are within the motor manu- facturer's recommended working limits. Can be operated continuously without damage. w Mechanical Seal: Carbon/ceramic faces, BUNA elastomers. 300 series stainless steel metal parts. Exclusive casing design prevents the seal from running dry. SELF=PRIMING MODELS AVAILABLE Model HP Phase GT07 3/4 1 GT10 1 GT15 1'/2 GT20 2 GT30 3 GT073 '/4 3 GT103 1 GT153 1'/2 GT203 2 GT303 3 !L Arrows show flow of water after all air has been exhausted from suction line. Effective October, 1997 BGT COMPONENTS.: .. DIMENSIONS ANO.WEIGNTS. ItemNo. De&cri tion :.. Suction Lift Model Disch. In'Feet GT073 Seal -find 4 Diaphragm 5 Machine screw' 6 Diffuser 7 Impeller 8 Mechanical seal 9 Foot 10 Bolt —foot to adapter 11 1 Motor adapter 12 Bolt — casing to adapter - 13 Bolt —.adapter to motor. 14 Deflector PERFORMANCE RATINGS Goulds IRRI-GATOR TM PRIMER -MODEL r GT - 10 Model...: PSI Suction Lift Model Disch. In'Feet GT073 Pressure 5 10 15 20 25 GT153 20 44 41136 31 24 GT07 GT073 30 34 31126.22 14 '1:•: 40 1'0 4 10 0 0 '/ 20 53 51 49'46 41 GT10 GT103 30 43 41 38136 32 40 29 22 16 8 0 20%6 20 63,59 54 49 39 GT15 GT153 30 60 55,51 46 37 40 45 38133 20 14 20 86 77170 59 46 GT20 GT203 30 80 72 7 67 544 40 65 60 57 50 43' Height. 20 105 00 88 76 60. GT30/ ..30- 92 90 84 75 57 GT303.: , 40 73 67 62 55 50 Goulds IRRI-GATOR TM PRIMER -MODEL r GT - 10 Model...: GT07 . .GT10 : GT15 GT20 GT30 GT073 GT103 GT153 GT203 GT303 °.:;HP;;:::.. :.'/�'.:.::.:';1:•„ '1:•: 2 3 '/ 1 1'/ 2 :3 LeQgth ,l'�°19'/6:,.; .;18Ja;* `, ;21_y 20%6 21'%re 19 193/ 21% 20'%6 213/6 8'/. Height. 9% Wt. (lbs.) 48 52 60 65 1 76 1 49 52 1 55 69 71 Phase Single I Three (All dimensions are in inches and weights in lbs. Do not use for construction purposes.) 1'/z, NPT DISCHARGE 1'/i SUCTION i PERFORMANCE CURVE METERS FEET 40 120 30 100 80 _U z 20 0 60 J 0 40 1 20 0 Performance ratings arp in GPM. NGOULDS PUMPS ITT Industries 00 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM 0 5 10 15 20 25 m3/hr. GALLONS PER MINUTE (0) Single and three phase have same performance. Water Technologies Seneca Falls, NY 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. • JUNE, 1980 Supersedes page P3 PUMPTROL® PRESSURE SWITCHES Dated 3/76 TYPE FSG CLA 90i MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF. The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In addition, the Form M4 low pressure cut-off feature aids in preserving the life of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open to turn off the pump.* When the condition has been relieved, the manual lever is turned to the start position and, if pressure is restored while holding there, the switch resumes normal operation.. The Form M4 manual lever also has an off position for com- plete pump shutdown.` 7 % AFF. IMPORTANT: The cut -in point must not be set lower than 19 P.S.I.: consequently. the cut-out point on rising pressure must Sr: not be lower than 30 P.S.I. Electrical Ratings — See preceding page. -- NOTE: Form M4 is not available on FYG types * Example: Switch set 2040, low water cut-out = 10 a rox. Type FSG, Fpot Form G5 M4 (ShO—ng ComnatiOn of Pilot tight and pp Low Pressure Cuton Moddicaaons) Switch set 30 -50 -low water cut-out = 20 approx Switch set 40-60. low water cut-uul = z!) apptts FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES =-IN cr 0 LL In C7 F_ Z Z 0 W Z a 0 C U T 3.93 2.78 ioo 0 m I 71 M I i I ; i U (. + NIS I 1.19 a 30 --.. �.. 2.34 1.59 FIT SgUpR@n COMPANY SWING PADIUS tS 225 W. Type FSG2.Fam Me UNDERWRITERS LABORATORIES LISTED 1 i 2.05_ 1 1.39 _ 52 35� N<:1i �.' Dual Dimuns �•: . 67 0 - co T NK UP MAN97 B "�'" "° 40023 3 I I I I_ 11 _ - -- - -- ------ - - - - --- --- Y Y 51 FL AN 5CU: I" -, 40' DEC 5 7 Go 51 FL AN 5CU: I" -, 40' rs D momm., —11 1 -011 fyp 61-011--., r-If"o /-4 X 6 P,r, #I P05f - fYF ---- --------------- ------------- ------------- --- --- ----_ ---------------- I i t 13-1/ 2 X 191MMAM - "IYP 1-011 e � ® I I \ 1 11 I II II e II C) II II 44 II I it it II II I II II II II II I II I II II II II II II IVA 1-011 6068 PAW I — 6068 PA110 II II � II I PW2HaWOWVl5 fYP AC ffmw LL5 PINING POOM lu F - � II \10 I \ SII \ II co I I \ I I � SII Iii PMP2 0 1 I v LIVING ROOM cwf \ I I/ 213AfH e 2X6 5fL7 WLL PMPZ POM 51M5 I 1 rOP MAM5 momm., —11 1 -011 fyp 61-011--., r-If"o /-4 X 6 P,r, #I P05f - fYF ---- --------------- ------------- ------------- --- --- ----_ ---------------- I i t 13-1/ 2 X 191MMAM - "IYP 1-011 e � ® I I \ 1 11 I II II e II C) II II 44 II I it it II II I II II II II II I II I II II II II II II IVA 1-011 6068 PAW I — 6068 PA110 II II � II I PW2HaWOWVl5 fYP AC ffmw LL5 PINING POOM lu F CII � II I \ SII \ II co I I \ I I � SII Iii PMP2 0 1 I v LIVING ROOM cwf \ I I/ 213AfH 2X6 5fL7 WLL PMPZ POM 51M5 I 1 rOP MAM5 i �Zo3o vs. 0/C r— VW, I I 1 ® N II II r-- PMP2 b II � II ii WCFN i fills I -----� - l O/CLAWY I I PmPZ i II I Q) PLOP LIGM1 II I AIC FW PF -1 H.W. PMP2 Z2L�3'6 I i PMP2 ` I _ II II \ ti u D II � II I 5'f WY II PMP2 POY�P CRIT MI I I I L-�' 2 �/ �L-4' II I I I I \ � I I �i I I I I II II � II I I PMPZ I I v I I I 9 PMP2 I I 6050 M,5, 2 ' 8 S,C. 6050 M5, I I II i I � II I I HOLM EXiEP10P 5MEA11 P i I W1 V 8" PLYWOOP \ II / II II � II I I I CONCWT PECK - fYP II II I ---------- ------- _ _______-________ -------- ------- ____ _____--------------- ----------- I A �7 —011 4 161-:�1I LOWER FLOOR PLAN 5cALE: v41, - r P1�1 NOT: PLATE N1'„ 6-0" I U,O,N, 1. ALL 12IM5, APE fO E,0,5, OP P,O,P, - VtP,, U,O,N, 2, WCHING IN WLL5 IN19ICM5 IN5U,A]ON, 3, EXVIOP 511.E WLL5 AT, 5WAP0 WTH 3/ 8" PLYWOOP, 4, mmomommom IMINIMUM 3/ 811 APA M91) PLYWOOP APPOW OVEP 2X I'PAMING Ar 16111 O,C, NALW U51N6i 8d (0.1 D X 2-3/ 8") A1' 6" O.C. ALL EPGE5 ANP 8d A' 8" O,G, IN FEW, COVERING 1 cY& CONPITIMP LIVING ASA 2,400 5Q, E1", f0f& UNCONPII1ONEP ASA; 1,116 52, E1', 3 5fLV 5PAGE5, SLOOP PLAt NAILEP W fH 16d NAIL5 A`1.12" O,C, (PANEL 4'-0" U,O,N) Wmk LEVEL 1,200 5Q, Ff. colfia 896 50, ff INPICAZ5 INtMOP E WALL U51N6 1/ 2" GW,5 YP5UM POAPP POTM 51OF I,PPEP LEVEL 1,200 50e Ff.PECK Ss -40 l•0 5Q. Ff 5, ----- � EZEWAY 5Q, WALL ANp M[L p U5ING 5d COMPOP WA WOAT NAL5 AT 8" OL MAXIMUM (P L +-0)" U,O,N,) , 6, O INPICM5 WALL LINE IPEMEICAIION, I.:rf2(W MOLPPOWN 16070 5t POLL -LF POOP 521,011 4040K5, DEC 7 co Pic encs( 1016 r '1111, a D A1MINIMUM 3/ 8" APA RK12 PLYWOOR CC, CP W11-1 8d (0.10 X 2-3/ 8") NAIL5 A" 6" O.C. Wa NW[9,1211 O,C, FEW NAILEP ON 2X 19Y, EKING A1" 1611 O.C. A2MINIMLIM 3/ 8" APA PAt[9 PLYWOOP, CC, CP W fH 8d ( 0,113 X 2-3/ 8") NAIL5 A' 4" O.C. W6G NAILEP, 12" O,C, EIELP NAILEP ON 2X RK EPAMING AT 16" O,C, 8070 5t MAP rook W20P 2i,Q11 1-1 / 811 COMPLY 50LOOR 12" Pl,00P `R65 13/ 4" PIMP 10" fmv 9-411— 1 5fAk prf& 5W1/4" -P-011 101 CONCMV PL00P 0 r� J (� im ?50' W?511 281-2511 261rV1 21' -611 I8'-011 `TlJ'fV 7VI.IV 21' -91 i d MI -1011 4040 N.5. 4040 N.5. NM: PLAt If,: 8' -0" U,O,N, I. ALL PIM5, AM fo F,0,5, a F,0p, - fyp,, U.O.N. 2, NAfCHIN6 IN WLL5 INPICM5 MLLACION, ?5, MUIR 9ftV WALL5 a 5VfAfW19 WfH 5/ 8" KYWOOb, 4, m m m w m m a w 0 w IMINIMUM ?5/ 8" APA M19 PLYWOOD MPMP OV P 2X I'MMIN6 Ai 1611 O.C. NUP U51N6 8d (0,115 X 2- /8" AT 6" O.C. Al Mf5 ANO 8d Ai 8'° O,C, IN FUR COWONG 3 5fLV 5W5, FLOOD PLAt W19 WI` H 16d NAI,5 Ai 12" O.C. (PAW 4'-0" LIANJ �, - ®— ® — ®- INVICAZ IWIR PW WALL USING 1/ 2" 6iT 5UM WAIT DOM 51 Pry OF WALL AND NA I R9 U51NCi 5d COUP OP WALLPOAW NAIL5 AT 8' ° O.C, NNIMLIM (WI, 4'-Q" U,O,N,), 6, 0 INPICAt5 WALL LINA IM1 1FICATION, ---I I III r ► ,: Iffill R /"F1 161-1o" DEC 0 1 Qu�ov1�1�9 0 eBROOM cam► II II 0II I e FM OfFCV CHIMMY A5 Mop' 3 mi �,N, MOCKING M5� A( �O' O.C. �W -2 0- g, m!_ Kyj- "CAI's 1 '61, FA I / OR F.OP. /.* : R / /' //' U r /N � e ---I I III r ► ,: Iffill R /"F1 161-1o" DEC 0 1 Qu�ov1�1�9 0 eBROOM cam► II II 0II I e FM OfFCV CHIMMY A5 Mop' 3 mi �,N, MOCKING M5� A( �O' O.C. �W -2 0- g, m!_ Kyj- "CAI's 1 '61, FA I / OR F.OP. /.* : R / /' //' U r /N