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042-130-026
,.., i • S; 45rt. sr ry..._ ,.�(ro!1411N,51.1.1,1 pya'1:t:_'t���w9a q�.t,�z;ivs Sf 5 • i ` '� , .%S i i - • jf L ` �tt j: '.I t. h �' - ,. _ ;.. 1 ,' � e .i y� .4 • � x �d• #1. �P h '�{I''tf �'�d }f `ii +� �r � e? •- `FS d�4,tit" 3 �� I y,s- ,'�}. t Y i�.,• • �fl�' "� 1t " N , ,. � � t � + 1r . ��.:. `*� -r ..� +�' �, t � �� � . ._ � ..� 7�a n •3�;t��. NOTES VC4� LJ JL- Rressoal RESIDENTIAL A * 042-130-026 01-0809 CARPENTER, BRENT 2239 OAKWAY, CHICO CONTR: TIM SIMENSKI NSF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL,JNSPECTION ITEMS VERIFY 'USE PERMIT CONDITIONS SUB -STANDARD- HOUSING LETTER t in OFFICE COPY Address i FBY c o, By Date TRIC Date `Gl JOB FINALED (D Signature 1 f. r,r ;r t a f .I RESIDENTIAL A * 042-130-026 01-0809 CARPENTER, BRENT 2239 OAKWAY, CHICO CONTR: TIM SIMENSKI NSF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL,JNSPECTION ITEMS VERIFY 'USE PERMIT CONDITIONS SUB -STANDARD- HOUSING LETTER t in OFFICE COPY Address i FBY c o, By Date TRIC Date `Gl JOB FINALED (D Signature ./=OK. • , - f , 0 = Not OK ' - = Not Applicable MOBILE HOMES * = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except '#'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Water and Sewer Connected -C/O to Grade -HD Approval 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve-Conneclor 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1- Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable, RESIDENTIAL (Single & Duplex) = Not Ready Date f Underfloor (Plans) OK except #'s 7 j5org., Main; Soils-Elec. Grad.-/ &Ftg. Depth it ace Ties or Type A Flue -Fireplace Throat Clearance F ., Garage; Soils-Steel-EIeeYGrnd.-/ r' Fig. Depth 4 Ftg Porches & Decks; Soils -Steel-/ r' Ftg. Depth 5. oKemwalls, Main; Ste el- Blockouts- Wrapped Card B-1 Date Card B-1 Stemwalls, Garage; Steel-Blockouts-Wrapped 6 old owns and Special Anchors 7 b, Steel -Wrapped 8. Pi -Fireplace Ftg.-Steel 3 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- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Date Card 13-1 ate Card B-1 Date Card B-1 Date Card B-1 Date PL BING (Permit) OK except #'s at tr.; Vent -Access -Combustion Air Baffle ate ipe; Test & Anchor -Nail Protection i o ^ W.V.; Test Fittings & Anchor -Nail Protection Shower an; Test, First Floor -Tub Access 21. Test b & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Be ng Walls over Girders & Floor Nailing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s 3 re & Jransformer Clearance -Ins. Protection Elec eceptacles Spacing -Lights & Switches at Doors rzees & No. of Conductors Stapled 2 . om nstalled Close to Edge of Studs & C.J. qui round made up w/Mech Fasteners -Bond Gas & Water 2 App' rice Circuits in Kitchen & Conductor Size GFI teed Wire Size / / ga. Cu or AI-A.C. Wire Size / ga�or AI 30. Range ' cle / / ga Cu or AI -Oven Circ. / / ga Cu or At I fated utral ❑ Yes ❑ No Serv' -Riser Conductors & Ground Main Disconnect 'q. ip earances Panels-Motors-Mech. Equip. 33. gJdthes Closet Light -Shower Light -Spa Light Smoke Detector Date / ;FRAMING (Continued) 4Z/CI . Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. it ace Ties or Type A Flue -Fireplace Throat Clearance Date Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Line Firewall & Openings M H ICAL (Permit) OK except #'s xt. D rs-One 3' -Check Garage 3rd Story, 2 Exits 5 A. ucts Insulation & Support 5 3 Ve an, Exhaust above insulation ding -Nailing Veneer 57. o nsate Drain & Overflow, Size & Grade le_fur a-Vent Access -Comb. Air -Return Air Vent 115 outlet ar Walls; Nailing -Bolts 3 ttic Access & Platform it Furnace in Attic rc.0IV Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 4 Sil per Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound Be ng Walls over Girders & Floor Nailing 4 Stop ' Walls (rat proof) Fire ps, Furred Ceilings -Stairs -Chasers -Tubs 4 aders & Beams -Size & Bearinq Date / ;FRAMING (Continued) 4Z/CI . Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. it ace Ties or Type A Flue -Fireplace Throat Clearance Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Windows or Exiting Doors -Sill Ht. & Dimensions Ga a Fire Protection Framing L2-15'roperty Line Firewall & Openings xt. D rs-One 3' -Check Garage 3rd Story, 2 Exits 5 air Width Protection 5 od on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer 57. St o Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. ar Walls; Nailing -Bolts �p 6. race Interior/Exterior Wall Panels rc.0IV Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 7 — ` Card B-1 Date Card B-1 Date � .I& Card 6-1 Date Card B-1 Date FINA (Plans) OK except #'s EXe. Steps -Door & Sidelight Protection -Landings S ke Detector Furnace Vents -clearance -Comb, Air-C9nnector In rage; Above.Floor- Ducts- Mach. Protection Wo'Be Exiting F . & Bath Fixtures & Tub Access -Spa Elec. Trim $13'ubpanel, Breaker Sizes & Labels 69. Stair Rails fireplace or Stove, Clearance -Hearth e . Outlets at Wood Panel, Int. & Ext. it. xt. & Appliance; Ground -Air Gap -Cooking Clearance I . Outlets & Receptacles at Kit. Counter Garage Fire Door; Swinq-Landinq-Closure 75. A.0 ct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection Ib lec Mech. Equip. Listed for Location I eceptacles in Garage (F.F.I.)-Ramex Protection Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under poor O Yes 82. Following Instid./Drive 5 -les J No/Walks s J No/Planters — s J No 83. Stucco Brown -Finish 941"A.C. U9 Disconnect, Electrical -Plum ; ^ , /F5/Yers.Above Roof, Plbg-Applian -F' e- learance to Openings ac. Trim, G.F.I. Rec Throughout House 96rGor ctionrom Previous Inspections Gas e - ers Tagged, Gas -Electric a Sewer Connected -C/O to Grade -HD Approval ergv Compliance Certificate -Other Certificates 9>f Address Posted Date — Card B-1 Date Card B-1 Date � &-t Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM BUILDING DIVISION, Q. A FROM: DATE: 1141) ENVIR. HEALTH, CHICO RELEASE ENV. KEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �� _SEPTIC: WELL: AP##: ADDRESS/LOCATION:� Comments: GUmemos/mleasehold r�a- CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS Tit m�� LOT # ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 MELODY ROAD, MARYSVILLE, ,1309 CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 j� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 eI 1` DATE I SULA ION COMPLETED ( 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.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF h OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CER HAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIO S. • SIGNATURE — TION CONTFITOR TITLE MANAGER DATE (/Fo/ SIGNATURE —G A OR TITLE DATE REMARKS: SIC -303 BUILDER COPY " COUNTY OF BUTTE ...... BUILDING DIVISION ' . k ; DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE L (- vy 1 L,c.. 'OWNER PERMI NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contaSthis office immediately. Date Inspector 't REV 10/92 ....--+ems-• �.- ,.,ns � a.t4e•yf�r'-r�wR 'a,�,� :ta 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 F 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 completed. If you have any questions pertaining to this matter, or need additional explanation, r t please cont t this office immediately. 1A APZ Li CZ 9' ()e t)1/lZ' za e(L` /#2 l t Date [/ r.� `% ' G� Inspector REV 10/92 y COdJ4T1Y`OF BUTTE - DEPARTMENT OF'DEVEL'OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT rn-0909 /SSESSUfTCJ�U 386 ZONING 5 BUILDING PERMIT OWNER BRENT AND SUSAN CARPENTER TELEPHONE 893-5511 SO. FT. OCC. BUILDING VALUATION 1658 R3 89,532.00 .OWNER'S MAILING ADDRESS #20 RAIN TREE LN, CHICO608 U 10,944.00 cGM TIM SERMINSKI NAME TE_891E1250 504 C 6,552.00 cGMRACTORS MAILING ADDRESS 1.185 HILL VIEW CHICO 95926 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1, 500.00 Total Valuation $ 108 528.00 ARCHITECT OR ENGINEER LICENSE NO. —FlingFee $ 20.00 Permit Fee $ 671.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 436.15 BUILDING ADDRESS 2239 OAK WAY CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1150.15 LAT NO. 62 L SUBDNAI ISION'9:N27 BIDWELL 2ND .J�SUB PMCT IAPAC J PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap Q 7-00170.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New JP Addition ❑ Remodel ❑ UBlides ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 2 BATH W/2 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 5 • QQ Building sewer 15.00 19.00 Mobile Home ISI G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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 iII force and effect. License Class Lic. No. s CCC�JJ ��� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service tow TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT. Y. NON-RESIU MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FDRURES BAL @ .50 OR Ex. Occup.DUTIETS PR D.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating I 5 -on Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (rhe above sections need not be completed if the permit is for work of a valuation nehundred dollars ($100) ss.) I certify at in the perform a of th work for which this permit is issued, I shall note loy any so In any man er so as to become subject to workers' c pe sation I s o al'rfornia, and gree that if I should become subject to the o ked c sati rovisions f section 3700 of the bor e, I shall h I .c y ith ose s. <5of Date - i ndigre of Applican - Owner ❑ Con actor ❑ Agent A O HA per it is required for excavations over 60" de and molition or construction of uctures over 3 stories in i ht. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC R3 CONST. TYPE VN TOTAL FEE $ 1533.96 HA IMP FLOOD - CDF PAROEL X pp X HD ISSU This permit is hereby Issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ��'e D to PERMIT EXPIRES ON / / 0.Z D fa Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN CTOR OL ROD -APPLICANT FFA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r rf 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ' P RMIT 1Rev.t2/e6) APPLICATION AND PERMIT. ASS!SSORPARCa NUYsa OL/a - 30 -- Oa( �M BUILDING PERMIT l f -5' �( OWNER TQLIYNON! SG. FT. OCC. i BUILDING VALUATION 3-S5/ I av OWN ' Aoortss � CO NTRACTO2 ` T! N! 444-1 1 CONMIS MAAM!� NO Co. o a m CONSTRUCTION us+oa . Q LENOWS MAlLINO ADORM Fire lace/500 F , ARCN�cTOR uelNseNo. Total Valuation $ Filing Fee S 20.00 Main Service ( aoon on tEss Main ServiceA TO I000A % ,a�wa�c uui�c� un > EX. Occup. FIXTURES OR fURES Ex. Occu ArPINs. IR �J Temporary Service Se Mobile Home Facilities Misc. Wirina =long Feel 20.00 7.00140,,Z 23.001 1 15.00 15.00 15.00 15.00 ' S' 0►9. §20.00 g Fee 20.00 23.00 46.00 .50-nFr. P7.50 5.00 23.00 20.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating % .0.0 Cooling %J • ov VQ'� Hood e.50VentilationSo n PERMIT FEt S 'S t Mobile Home Installatlon Fee S Energy Inspectlon Fee $ °C TM°s TOTAL FEE $ NAZ IYP rtAOO I COI PAY& I V M MUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work Indicated above for which fees have been paid. i By Date PERMIT EXPIRES ON (Dar-) Permit Fee, 0 S ARCHrMCr OA ENORAM s MALM O ADM PAR Plan Checkin Fee $ eusnv+oADORESB 2qQF�17 Oak b, Energy Plan Checking Fee $ g PERMIT FEE _ LOT No./ C7 [a sue Na" NME C^ + ,�� �3?'D '� LL a� ��A � � RAWEL YAP I S x1L PLUMBING PERMIT SIX Duplex O USEOFSTRUCTURE Mobllehome 0 Other 1F1 Each Trap Solar or heat pump water heater Water piping New,A Addition Describe Work: w f TYPE OF WORK 0 Remodel 0 UtiGHes 0 insulation 0 Other 0 C—aA Each as water heater or vent Gas piping system 1 - 5 outlets 1 Building sewer Mobile Home S G W PERMIT FEE $ f Main Service ( aoon on tEss Main ServiceA TO I000A % ,a�wa�c uui�c� un > EX. Occup. FIXTURES OR fURES Ex. Occu ArPINs. IR �J Temporary Service Se Mobile Home Facilities Misc. Wirina =long Feel 20.00 7.00140,,Z 23.001 1 15.00 15.00 15.00 15.00 ' S' 0►9. §20.00 g Fee 20.00 23.00 46.00 .50-nFr. P7.50 5.00 23.00 20.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating % .0.0 Cooling %J • ov VQ'� Hood e.50VentilationSo n PERMIT FEt S 'S t Mobile Home Installatlon Fee S Energy Inspectlon Fee $ °C TM°s TOTAL FEE $ NAZ IYP rtAOO I COI PAY& I V M MUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work Indicated above for which fees have been paid. i By Date PERMIT EXPIRES ON (Dar-) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached �— Floor Plan Attached Sent to 8.01-4.,L2.44 74/ ptf�oi-o��s T ��iQx��Trasq Llgz Owner Loc tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well &-f_ Clearance for dwelling. Other _�A. r Hold final for: 0. K. for: NOTE: ti / Environmental Health Specialist 8/96 Date T COUN- OF BUTTE -DEPARTMENT OF DEVEPLOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: "fes Odd t� Proposed Building Us : Building Inspector: ' Date: - / 3' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.------------------------------------------------------------------------=-------- �ufactured Home data and installation instructions including Tie Down Specifications.----- ---------• Impact fees as shown on the attached schedule. - ---- <"-+-------------- --- eX'- ❑ 12. California Department of Forestry plan approval/fees.-------------- tu -------------------------- 0 N� $� ❑ 1lbod elevation certificate. --------------------------------------------- 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: _Q jC-' (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage', egal Parcel. ----------------- 01 , 9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑2. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑9-0 ter of signature authorization. ----------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ---------------------------- ❑ 26. Letter of intent on building use.---------------------------------------=---------------------. ❑27. Manufactured Home utility clearance. ------------------------------------------------------ 028. Existing violations and/or expired permits. ----------------------------------------------- 9. 0433 A, ❑Grant Deed, P M.H. Title, ❑ Check to H.C.D 0. Other: `�PQ O � Ci When you issue tie ^,t, vro_ sss as follows ❑Mail too /❑^Mail to %�tractoorr ❑Telephone o� and h ld for is p at('J400l�f 1 ��o ❑ sr-aUc r" Aawn5 n/ ¢jW10/ �X or. /2 ,/. oaf-6ftH� s��❑ Health Department, ❑ Fire Department, ❑ Pollut'on ate: By: Copy of plans se t ❑ Health Department, ❑ Fire Department the Date: By: 1. Index permit application for the Bove items numbered: t ❑ Plan Check List 2. Additional items.reauired: Contractot�igtier, Imer, was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the abo a 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, w�/os advised of the above r data by 0 -phone, 13 mail, 13 Building MDivision counter, by Date: Plans reviewed by: L14 AA Date: . 2 . Plans approved by: /' tb Date: 5 �— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P%folder. Note transfer by: Date Yellow Copy - Department of Development Services, Building Division. ��� (Date) or. /2 ,/. oaf-6ftH� s��❑ Health Department, ❑ Fire Department, ❑ Pollut'on ate: By: Copy of plans se t ❑ Health Department, ❑ Fire Department the Date: By: 1. Index permit application for the Bove items numbered: t ❑ Plan Check List 2. Additional items.reauired: Contractot�igtier, Imer, was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the abo a 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, w�/os advised of the above r data by 0 -phone, 13 mail, 13 Building MDivision counter, by Date: Plans reviewed by: L14 AA Date: . 2 . Plans approved by: /' tb Date: 5 �— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P%folder. Note transfer by: Date Yellow Copy - Department of Development Services, Building Division. ��� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE DING PERMIT FEESL 9 7 O Balance Due ................. $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- evised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) 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. W5. 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 A. P. # ()L_TLd - / 3�-� Jaw"DATE LJ' J3,— O i RECEIPT # DATE REC At time of permit application, I was advised the ab a fees are required to be paid prior to issuance of the building permit. These fees may be c d dur' g th plan ch ing process. APPLICAN / DATE Z �- Pursuant to Government Le Section 66020, yo re 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 o roject 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). 1. Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) I 4 4fa p (T"73 vr.IL,7,7,41 T 1. 4411 �.- ,*•% BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District' Building Department No. A.P. Number QTc;� -1'30 l 0-1-60 Jurisdiction: City County a Property Owner Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation 5 t Commercial/Industrial New Addition Building Department Repi Lot No. ................ Addition/ 'Supplemental to Conversion Permit # `(No foundation inspection); (Floor Plans reviewed by School District District Identification No. 0/0 y S ti c r School District certifies that AAAV Sq. Footage �0 (Group R) ped no 04P H6vsz- W-1070 �Gfkr2 Ffl�i ®Rr Sq. Footage (Including Exterior Roofed Areas) •5— 1—G I Date (Street Address) r (Phone Number) 9'S 73 (City) (State) (Zip Code) has complied with the requirements of Resolution No. /71? 1? / — a 0 by payment of $ �i 20g; '-0 • representing 15-8 a square feet. IFAB 2926 $ PULL MITIGATION $ Date a r , Paid by Check # % Remarks: beMo OF Io "/ 0 I Notice: You may protest the impositi n of the fees identified above b"ubmitting a written Orotest to t"istrictfn compliancefwith 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 Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm 7 t - BUTTS COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO.AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s°)'' Q�a "� 30 ` oz?_CD Property Owner-Q/rL"C Project Location/Address Subdivision Residential Development:•(check one) Lot Number(s) New Developme t _Alteration/Addition _Mobilehome(s) Non -Residential 1)e" 'De" . to 4 586,14 to Residential Total Number of Dwelling Units a. ?� Comment: gxiSll r -L ; i �`�c� e �t 1,2e -� -� 1070LJ r • � Q 'G.'�.Gtr-�'GL- C�/ �'/'6'�Yt �Ju�II�� � � f. /(•Q Q/)(,�Gi lQ . �Gy . 23.01 i Building eparxment Repre enta ive Date . * �Ir�Ar�r�t�kY�r�kyt�t�kikyt�lryr�kMryt�kyryrvYryr�r�ytYlryryt�k'xYr�rik�tYr�kytirMr�k�k,ryr�kxrYrY�ryr�k�lrit�k�k'krtyryc�kyc�k�k�k�Ir�k�rY�cY�r�Iryt�IrMr�Ar'k�lr i Chico Area Recreation a (Applican Name) (Street Address) (City) 2ti./ Park District(CARD) certifies that -:-)1g g150 T (Phone Number) (State) (Zip Code) has complied with the requirements of Butte Co.,Resolution No. 90-140 by payment for ! dwelling units '@ $1,1891for total payment�of $ o RD epresentative bat6 ^PAID BY CHECK NO. REMARKS: BANK N0.q6 O 1,2_,) 1 o I PAID BY CASH RECEIPT NO. Distribution: White --Applicant f Pink --CARD park.fee (form revised 11%90).' Yellow --Butte Co. Building Dept. �`iQ1/E11det Goldenrod--% Ch c•oj•�Buildingl,DgpV,. PLAN REVIEW RESPO E FORM -in order io expedite the review Plan; Please Complete the following WWWon and return this form with this form is not complete, as to all Conation items. aro will not be able to inept your re-wbmittal for review. your m� °1J response to every item requested in our plan Correction letter.. By otbef is Cot Considered a valid response. p� jud� response to each item and the location wbere the inform don an be found on the plandcala. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LITTER AND RlTURN WITH REVISED AND DRIC 1 PU JOWNERS NAME DATE: -- C 'E)Zlotll SL -t 2_ �Z D ASSESSORS PARCEL NUMBER o4lz 6 KtJrVPIJt rVK rLAN L;NtUK z-5 G ( ?RMIT NUMBER Q'w 090 ^_ PLAN CHECK ITEM M RESPONSE BY;. r,�C n Ej�-7570 .� -I-,-�Z�SS LOCATION ON PLANS/CALCS: C� ' C COMMENTS: ' :5� _1A N _ PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: IAF Kofi emsr, G E CoNN�2.-r_ ✓��r�� �-� 'Ppov)Vqe A-V,91T-7o�A-L- KW aN VVA;CC C1NC a T " 14,Aer S AC (N C I?► -w N Y3W s l S �- S s t � ---�- , .2- N z I - . w444,L L, ( Ne 2 t s 3' Wive. AA T)'3G- CoM � �n1 �4v I�6 �) PA144E�L- 15 v S� 0 P! � kNf 23Zo4, -Dscussk---V `N� 6yz� ��Ol-r-z 4J2,�b l • 4120 Dublin Blvd., Suite 400 Dublin, CA 94568 Fax Number 925 875 0826 Phone Number 800 925-5099 • 1. Simpson Strong -Tie To: (/^1 f . F"°"': Car! Kuo; PE Research and Development Engineer Branch 29 Fax:. Pages: pages Including this page phone, ( ) - Date: 4 /Is 101 cc: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Pleaie Reply C7 Please RezyNe • Comments: H L�7 A i0 'd 'ON M Wd 65:I0 031 10 -5Z -add April 23, 2001 Brent and Susan Carpenter #20 Rain Tree Lane Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-130-026 Building Permit Number: 01-0809 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: 1. Truss T-2 and Truss T-5 both call for continuous bearing at the ends of the trusses. Neither one has been provided with this bearing. Show continuous bearing on the roof framing plan and size these beams appropriately. Provide a letter from the truss company regarding the loads from the furnace located in the attic. V/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. 2. Provide Health Department Clearance. 3. Balance of building permit fees is $997.09 4. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz Tim Serminski r , APPLICANT: OWNER: PERMIT 1: A. P. WORK DESCRIPTION: PRC -ECT PROCESSING R r.ORD O O(a& Cb Le — Owner: 40 ���/!' Building Permit Number: Plans Examiner. l�V A P. Number------------------ GENERAL: _V1 Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing' violations on the`property. Recorded' notice of violation.. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. Other buildings or structures. Grading, fills and/or drainage. 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 PLAN: All Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows, (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). .Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Unifortr 'Buiilding Code section 310.6). GFCI in baths, garage, kitchen, wet bar; and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). X Prohibited locations of gas heating equipmeint'(Uniforin Mecbanical Code 304.5). Garage f mm-all separation - ntt 'wed oa garage side'i 644ding supporting walls and posts (Uniform Building Code section 302.4 exception #3). -' jX. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). -LNVater closet clearances (Uniform Plumbing Code 408.5). . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 2V� b;yq Cg STRUCTURAL DETAILS: 1. Conventional construction Unusually shape��� ngsniform Building Code section 2320.5.4). 2: Standard bracing or engineer g Code se6tion 2320.11.3). 3: Clerestory requiring balloon framing and/or engineering. . 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. / Rafter ties or bearing ridge beam. no % Fireplace construction details and calculations if necessary. 1 Garage door header size(s). 2. orch header size(s). �� e =nl x/cD Stud heights. Expansive soil — special foundation design required. 1 ,,Ode lekKOm tr Retaining walls requiring design. V a/� CO � -gay, 16. Special Inspection requirements. , ry1oj--e tji a, -dl L J 17. Header sizes.. 2 Cb� i O� 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).- Guardrails 006):Guardrails (Uniform. Building Code section 509). .Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Roofpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - Roof coveiing1type - (fire hazard). Foazn 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). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. :: Sound requirements. 14. Energy 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. Page 2 of 2 • � _.-....,-�.r•-ar.o...++s<:.+•vxw.�F�a:S'za'+4'SC-'.'".'I�.o'.7f0.3i�+•fi`hF!�%'r"""'w s:w+vr�c#•rare+•--+�w-...�-v-..�....,-•....�..,,^r.; .<=r. COUNTY OF BUTTE - DEPARTMENT\OfF;.DEVELOPMENT SERVICES - BUILDING DIVISION" •_ 7 County Center Drive -.• Oroville, California `95965 •, Telephone (530) 538=7541 PERMIT NO. (Rev.12/96)APPLICATION AND -PERMIT' ASSESSOR PARCEL NUMBER G I/J\ i w r+; 13;� .�� J 10 ZONING BUILDING PERMIT OWNER J �e � ,otio e•w tm.. • TELEPHONE ' �6S`f SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS �.. y2 ©0 L.Jt G ,t_-> C# CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ -- ARCHITECTORENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS gy Ener Plan CheckingFee $ pile, O PERMIT FEE $ 3 LOT NO.SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ncJ� SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each aS water heater or vent. 15.00 ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe' Work: .0nuo 5; rA ---e,r�.4-P, � Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following. reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. el, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑' I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any, manner so as -to become subject to workers' A compensation laws of California; and agree that if should become subject to the workers' compensation provisions 'of section •37,001of the Labor Code, I shall forthwith comply with those provisions. r;� X 1 1' �' Date �%' �6 Signature of Applicant - ❑ Owner ❑ 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 TO lOooA 46.00so NEW CONST. DWELLING OR ADDN3. 6 ACC. BU)OCCUP. SO 3. 3.5QFT. Nt:w uu 1p ' MULTI.OUTLET Qu 7,50 POWAPPARATUS SINGER LE OUTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL ®I.SG Ex. Occu OFlxurLEEDrs RLNS oR� 5.00 Temporary Service - 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Doc CONST. TYPE TOTAL FEE $ ; HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD „>. UE This permit is hereby issued -under of the Butte County Code and/or indicated above for which fees have ,, / ,, By __ 000 s c/� •. PERMIT EXPIRES ONu the applicable provisions Resolutions to do work been paid. , ,Date ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 042-130-026 01-0825 CARPENTER, VERNA 2239 OAK WY. CHICO CONT: UNK DEMO ki m 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER p �7 A „ dl ZONING BUILDING PERMIT OWNER e-,+�� TELEPHONE 3 SO. FT. OCC. BUILDING VALUATION . OWN - I I 'L 5 MADDRESSJ2- dL , c0 Ck CONTRACTOR'S NAME V,4 #.,10�,l;l TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAULING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Alin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 22-5? ®� / ' ' ./O/1... (� Energy Plan Checking Fee $ PERMIT FEE S 3 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE n SF ❑ Duplex ❑ Mobilehome ❑ Other a ltp SPECIFY Each Trap 7.00 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 0Other ❑ Describe Work: 0r%-)e_f -� ��, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 0-11, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation sof 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. Q /� _/6 _ O ( Date 77 Signature of Applic nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction,Q of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. s0 OR ADONS. a ACC. BLDs. 3.5¢x: NEW G NON-AOSIO. NST ANCHOUTLET @7.50 F. APPARArus a SINGLE OIIfLET CIR. 20 � 1 � Ex. OCCU rLE(TU ouroR FDREs eAL @ .50 Ex. Occup. DLIRETS pD°FR, 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ �c CONST TYPEp_ TOTAL FEE $ 3 S� Haz. D. FEES IMP FLOOD CDF PARCEL PD HD G UE 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 / — L Date / 4C PERMIT EXPIRES ON I Ie ReceiptNo.. _- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 042-130-026 OWNER CARPENTER BRENT ZONING A 5 BUILDING PERMIT TELEPHONE SO. FT. OCC. BUILDING VALUATION _ . OWNERS MAIUNG ADDRESS 3120 SHADY GROVE CT., CHICO CONTRACT�LJI'�RT HIS, TELEPHONE 891-0394 CDNTRACTLI .9EASTSHAVE. CO CA 95973 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation ARCHITECT OR ENGINEER • LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADD s Plan Checking F e $ BUILDING ADQJF b SHADY GROVE COURT. ICO 3 [,�J Ener g Energy Plan eckin Fee $ $ PERMIT FEE $ LOT NO. 137IMSIONSNAME PARCEL MAP UMBING PERMIT Filing Fee 20.00 USE OF STRUCTURE SF ❑ Du ex ❑ Mobilehome ❑ Other SPECIFY Eac rap 1 7.00 S91ar or heat pump water heater 23.00 star piping15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑❑ POOL HOUSE 688 S FT. 24 . FT STO Q• Describe Work: � SQ STORAGE FOR POOL EQUIPtIOU Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 bW&npoof S t& 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 'OOVOR LESS Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pr visions of apter 9 (commencing with Section 7000) of Division 3 of the Business a Professions ode, and my license is i II force and effect. / License Class — Lic. No. SV / OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt fr the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wa s as their sole compensation, will do the work, and the structure is not intend or offered for sale. ❑ I, as owner of the property, am exclusively co acting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Bu ess and Professions Code for this reason Main Service TO 10ooA 46.00 NEW CONST. OVYELUNG OCCUP. DWE200ALLING OR ADDNs. s ACC. BLDS. SO 3.50 NEW CONST. MULTI.OUTLEr NON-RESID. @7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. OCCU OUTLET FaruREs � ®I � SAL @ .so Ex. Occup.ounFrs RM.) E 5.00 Temporary Service 23.00 obile Home Facilities 20.00 c. Wirin 23.00 PERMIT FEE $ WORKERS' COMPENSAT N DECLARATION I hereby affirm under penalty of perjury one f the following declarations: ❑ 1 have and will maintain a certific a of consent to self -insure, for workers' compensation, as provided for b,I section 3700 of the Labor Code, for the performance of the work for whi this permit Is issued. ❑ 1 have and will maintain workers' ompensation Insurance, as required by Section 3700 of the Labor Code, for the erformance of work for which this permit is issued. My workers' compensation i surance carrier and policy number are: Carrier Policy Number (The above sections nee not be completed If the permit is for work of a valuation ne hundred dollar ($aI or. SS.) I certify that in the pe or men e o he work for which this permit is issued, I shall not employ any p son in n manner so as to become subject to workers' compensation la of Calfforn' , and agree that If I should become subject to the wor ' r ' comp ;on provi ions of section 3700 of the Labor Code, I shall fo i c ly h those pr isions. X I Date 7_)o Si ature of pplicant Owner 01nntractor ❑ Agent An OSHA per it is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. M CHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Instal tion Fee $ Energy Inspection F $ occ CONST. 11 T TAL FEE $ HAz. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date ERMIT EXPIRES ON Palo) Receipt No. s (01 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT , y..... r:i .-. �-., j.:-...-r'••'\�;r-a�-�'�w.�,�iFiir�-,r•.�r....�v'iPe'�i9 .YM^�Yn4��,`.. rt'4+"M:r'\f��-Y�'7k`G�.�y""i�l�,�TFS`�1?.�'��.,,".�f"\.e'+I9'7 `.r" .µ ..,.i�'-Y.-��-. / rr•{ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ; APPLICATION AND RERMIT I� V ASSESSOR PARCEL �- _ 042-130-026 _— nye-; ZONING ! A 5 " BUILDING PERMIT OWNER CARPEN'T'ER BREW TELEPHONE SO.. FT.. ,OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 3120 SHADY GROVE Cr.,CHICO 1- CONTRACT" TELEPHONE 1891 0394 coNrgACTo�§§AIuPE��S A AVE. QdGO, CA 95973 ;. CONSTRUCTION LENDER' LENDER'S MAIUNG ADDRESS Fireplace Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filin ' Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING A799S '\ - Plan Checking Fee $ BUILDING ADORES 31Lt) SHADY/GROVE COURT. *()O Ener Plan eckin Fee $ sy os s '$ _[PAR PERMIT FEE S LOT NO. SUBDIVISIONS NAME \ ARMAP PiUMBING PERMIT Filing Fee 20.00 / y USE OF STRUCTURE , SF ❑ Duplex ❑ Mobilehome ❑ Other l SPECIFY Esc Trap 7.00 lar or heat pump water heater 23.00 Oater piping 15.00 Each as water heater or vent 15.00 r TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ er ❑ Describe work: POOL HOUSE 688 SQ. FT. 2 SQ. FT STOI STORAGE FOR POOL EQUIRgTT' Gas Piping system 1 - 5 outlets 15.00 Building sewer 15.00 M bije bm S , Gj I W @20.00 PERMIT FEE S �- ELECTRICAL PERMIT I Filing Feel. 20.00 Main Service a�oa� oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION ` YI hereby affirm under penalty of perjury that I am licensedd6der pr •visions of apter \\\ 9 (commencing with Section 7000) of Division 3 of the Business a Professions •ode, ' and my license is in II force and effect. / (( X License Class t ^- Lic. No. j_' r _. ' . N - - i' OWNER -BUILDER DECLARATION L,' I hereby affirm under penalty of perjury that I am exempt fro the Contractors License " Law for the following reason: "'' ❑ I, as owner of the property, or my employees with we s as their sole compensation, will. do the work, and the structure is not intend or offered for sale. acting with licensed contractors to construct the project. ❑ 1, as owner of the property, am exclusively cZess ❑ 1 am exempt under Sec. Buse and Professions Code for this reason � - WORKERS' COMPENSATION' DECLARATION I hereby affirm under penalty of perjury one' f the following declarations: ❑ 1 have; and will maintain a ceirtificpife of consent to self -insure for workers' compensation, as provided for b section 3700 of the Labor Code, for the performance of the work for whi this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the erformance of work for which this permit is issued. My workers' compensation i surance carrier and policy number are: Carrier Policy Number (The above sections nee not be completed if the permit is for work of a valuation ,�,�of-one hundred dollarV(($100) or Less.) ,,' certify that in the pe Orman e o �he work for which this permit is issued, I shall not employ any pe son in , IV manner so as to become subject to workers' " compensation law of Californi and agree that 'rf I should become subject to the work r ' com�tion prove Ions of section 3700 of the Labor Code, I shall fo it co ply w h those pr tiisions. ,L� ( X� Date ! ! Si mature ofpplicant ' ❑ Owner ,Q'Contractor ❑ Agent ' An OSHA per; it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To +000A 46.00 , NEW CONST. - DWELLING occuP.� 3.5Q�' Y; OR ADDNS, y, a ACC. BUDS. CONS :� MULTI.OUTIET i , NON RESID. 1 / @7.50 r POWER APPARATUS #' a SINGLE ounEr cIR. rr 20 ® +.00 EX. 3OCCU ovnE_r QR,R TCAES BAIL .so Ex: Occu ounFrs AEsIDUNS °Fqa 5.00 "Tem Iorar Service. 23.00 obile Home Facilities 20.00 c. Wiring 23.00 {'PERMIT FEE S M CHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi_ $ Mobile Home Install tion Fee $ f Energy Inspection Fe $ Occ CONST. TYPE T TAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) - Receipt No. 51:9(r 9:?- WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev .12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive * Cirovil : le, California 95965 * Telephone (530) 538-7541 APPLICATIONAND PERMIT ' PERMIT NO. ASSES SORPM-S '"'t—M R- 042-130-026 I I .. 7 �_ I— ZONING A 5 BUILDING PERMIT .WN:PZ? CCOMUt BRW TELEPHONE SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3120 SHADY GROVE Cr, CHICO- CONTRACTStSLFA&E JJJ �T 1� TELEPHONE 1891-0394 CONTRACTCr,S99 MAIUNG ADDRESS I : Ewr 91J,A AVE. qffCO, CA 95473 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation ARCHITECT OR ENGINEER 75ENSENO. Filing Fee $ 20.00 Fee ARCHITECT OR ENGINEERS MAILING ADDRESSPermit \1 I Plan Checking Fee BUILDING A.324 t) DDRES3Wy"�GRoM,& 10C)'VQaCD Energy Plan aecking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME MAP P KuMBING PERMIT Filing Fee 20.00 /USEOFSTRUCTURE\ 'S9lar SF 0 Duplex 0 Mobilehome 0 Other' kSF �IFY� Eac rap 7.00 or heat pump water heater 23.00 Aater piping 15.00 0' Each as water heater or vent 15.00 • TYPE OF WORK New 0 Addition 0 Remodel 13 Utilities 0 Installation ❑ er E0 __/I Describe Work: POOL HOUSE 688 SQ.Fr. SQ. FT/SJX)J SIOWE FOR PWL R9MM Gas piping system I - 5 outlets 15.00 Building sewer 15.00 d i7e:Hb6 1 AWffibj iWjl S 1.) @?20 .00 I 1 PERMIT FEE $ YELECTRICAL PERMIT Filing Fee 20-00 "00 R LESS Main Service .VA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under r visions of apter k r Business 9 (commencing with Section 7000) of Division 3 of the Busin.,;18 Professio\ns-%ode,' � I . and my license is ir)-full force and effect. 1 .1 I License -C t lass Lic. No. 5&5 41 . , ! OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt fir fn the Contractors license Law for the following reason: 1%_� 7 13 1, 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. 13 1, as owner of the property, am exclusively cc acting with licensed contractors to construct the project. 0 1 am exempt under Sec. Bu Eis, and Professions Code for this reason WORKERS' COMPENSAON DECLARATION 1 hereby affirm under penalty of perjury one,46f , the following declarations: 11 1 have and will maintain a certificjile of consent to self -insure for workers' compensation, as provided for b. V' section 3700 of the Labor Code, for the performance of the k for Cro whip this permit Is Issued. 0 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the,6erformance of work for which this permit is issued. My workers' compensationurance carrier and policy number are: Carrier Main Service 200A To 1000A 46.00 NEW CONST. DW NO OCCUP. OR ADDNS. C. BI S. so �3.501PT. ID C 7=.C.ONS'MU LT 1. 0 @7.50. ( POWER APPARATUS SINGLE 0. cR. Ex. Occup. OUTLIETMIFIXTURES 20 @ 1.00 SAL @ .50 NS O.MEO A OR, Ex. Occup. PPRL. 16.) E 5.00 Tern 'orary Service 23.00 NMobile Home Facilities 20.00 'sc. Wiring 23.00 PERMIT FEE M HANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed If the permit is for work of a valuation Of n; hundred dollar�'($l 00) or less.) certify V that in the pecfcrmanci'o�the work for which this permit is issued, I shall not employ any p9(son in 'any/manner so as to become subject to workers' tion lawf of California,and agree that if I should become subject to the compensation .4. - workers' compensationHAZ. prow ions of section 3700 of the Labor Code, I shall forthwith Comply witthose privisions, X1 Date Signature ofkpplicant '-'0 Owner "Oon tractor 0 Agent An OSHA per412 it is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Mobile Home Instal tion Fee $ 1 Energy Inspection F $ OCC CONST, TYPE I TTAL FEE EE D. FEES I IMP OD CDP I PARCEL I PD HD ISSUE 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 Dere" Receipt No. AIM I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1` (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •' Oroville, ,California 95965 • Telephone (530) 538-7541 APPLICATION AND -PERMIT' PERMIT NO. ASSESS^, r tY -��! r -+Ci~- OWNERTELEPHONE _ BPM/'rf ZONING BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION '. . OWNERS +AlUflG A Dj7lS7�1i�1 4i • MCG_,, CONTRACTOR��! TELEPHONE a91-0394 .. �S ��p �y;Np{ ("�,7"'�'�y\ y�� (�L�n CONTRACTQ�iI7 I a<I'M .rs- A AVE., CdOD, �,�t1 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire lace Total Valuation $ ARCHITECT OR ENGINEER ` LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking0-18, $ BUILDING GAD SMS' Gr ��,� � IMCO Ener Plan eckin Fee $ Energy 9 $ PERMIT FEE $ LAT NO. SUBDNLS IONS NAME � PARCEL MAP P UMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ' SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each/Trap 7.00 Soar or heat pump water heater 23.00 Ater piping 15.00 IFEach gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ er ❑ Describe Work: POM 688 SQ+fT` , sq. FT s1 s' STOP= POM mmm Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 A`m:p7jbile Flort em. S A, e i m; ""' .920.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service OA 600VOR LE83 23.00 LICENSED CONTRACTOR'S DECLARATIO/Professions I hereby affirm under penalty of perjury that I am licensed under pons of apter 9 (commencing with Section 7000) of Division 3 of the Business a • e, and my license Is in,full force and effect. // !� License Class Lic. No. V �� 1 „ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fro the Contractors License Law for the following reason: s as their sole compensation, will do the work, and the structure is not inor offered for sale. ❑ I, as owner of the property, or my employees fess ❑ I, as owner of the property, am exclusivelyting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Bund Professions Code for this reason WORKERS' COMPENSAT NDECLARATION I hereby affirm under penalty of perjury one f the following declarations: ❑ 1 have and will maintain a certific a of consent to self -insure for workers' compensation, as provided for b. section 3700 of the Labor Code, for the performance of the work for whi this permit Is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the erformance of work for which this permit is issued. My workers' compensation itsurance carrier and policy number are: Carrier Policy Number �/ (The above sections neeI1 not be completed if the permit is for work of a valuation of one hundred dollar ($100) or, less.) �,- I certify that in*the performance of the work for which this permit is issued, I shall not employ any p rson in any manner so as to become subject to workers' compensation lawn of California, and agree that if I should become subject to the workers' compeKsation provisions of section 3700 of the Labor Code, I shall i forthwith comP`Ij with those provisions. U X . L ✓ �. Date �t 1 ! Signature of Applicant ='❑ Owner ,Ea'Contractor ❑ Agent u An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. IA Main Service 200A TO +000A 46.00 NEW CONST. DWELLING ACC. OCCUP. SO ORAODNS. BACC. BIDS. 3.5Q�: INjpµgalp, " - MULTI -OUTLET SRANCH CIRCUITS @7.50 POWER APPARATUS (ASINGLE OUTLET CIR. 00 Ex. Occup. oLmEr,oR FaTUREs L x'.50 ! BAL w FlXED APPINS. OR Ex. Occup. ovrLETs RESIO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 sc. Wiring 23.00 PERMIT FEE $ M CHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Instal tion Fee $ Energy Inspection F e $ occ coNST. TYPE T + TAL FEE $ HAZ. D FEESIMP FLDOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date)' Receipt No. m 3/qI?,s,1100 Ga.R:7. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT' ri AFe Butte County, Envkarnertal Heaith r [ 05782155 1 Customer SURMINSKY-CARPENITER Y, Tue Apr 3 13: 57: 09 2001 Project #: 43SUR Truss -ID T-1 Family # 104 Span 30-0 Quantity 10 Top Pitch 6/12 ACES -32 Ver.2.0, Bld (3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j7-3, 2), 3; TROJAN I 7-9-5 15-0 22-2-11 30-0 1-6, 7-9-5 7-2-11 7-2-11 7-9-5 4X4 3 5X6 3X4 I 10-0 20-0 30-0 .10-0 10-0 10-0 —' L. HL TO PK: 16-9-4 JU ��� LEFT HEIGHT: 0-4-2 SPAN: 30-0 y�{0�co 1 Loy LOADING (PSF) MAX STRESSES v. L D TOP 1-2-0.435 ?3tis� TOP 16 10 BOTT 5-6=0.602 � Ay M DPri BOTT O B LL.DEFL.@7=0.06 < L/24 STR.INC.: LUMB s 1.25 PLATE - 1.25 REPETITIVE STRESSES USED DEFLECTION(IN.) L.L- 0.06,D.L-0.06.T.L=0.12' REACTIONS. SIZE: 1--1112.3.50 5--1112, 3.50 UPLIFTS (LBS): 1-44,5-44 HORIZ. (LBS): 1=81 FORCES - LOAD CASE i1 TOP CHORD: 1-2--1604, 2-3--1414, 3-4--1414, 4-5--1604, BOTTOM CHORD: 5-6= 1426. 6-7= 969. 7-1= 1426. WEBS: 2-7--328. 3-7- 533. 3-6- 533. 4-6--328. IX5 s R. HL TO PK :16-9-4 RISE:7-10-2 RIGHT HEIGHT:0-4-2 MINIMUM GRADE OF LUMBER PLATES:M20-220,190 TOP CHORO:2X4 No.16Btr GR OF -L BOT CHORD:2X4 No.16Btr GR DF -L O WEBS :2X4 STANDARD GR DF -L SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1 TRUSS CHECKED FOR 80 M.P..H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF OL. 100.00 MI FROM OCEANLINE (ASCE?-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16—B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, INHERE REQUIRED, ARE AS SHOWN ABOVE. FOR JU ��� ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB BRACING WOOD TRUSSES y�{0�co 1 Loy -91 v. COMMENTARY AND RECOMMENDATION. ?3tis� � Ay M DPri A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building. designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall' structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouelity Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 - MiTek Industries, Inc. APR 0 4 2001 �j,9�CNIL R��P Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8" CY C3 J5 2. Cut members to bear tightly against each 0 5 �� �, 3 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane " v at joint locations. For 4 x 2 orientation, locate 0 4. Unless otherwise noted, location chord splices C7 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in plates. 6. Unless expressly noted, this design is notconnector applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others,unless shown. TM BEARING M1 13. Do not overload roof or floor trusses with stacks of construction materials. • Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer = I ® . ?, 15. Care should be exercised in handling, erection' and installation of trusses. TM HYDRO-A/R C�IPEb ©1993 Mitek Holdings, Inc. GANG-NAILQD I( 05782156 1 Customer : SURMINSKY-CARPENTER Tue Apr 3 13:57:11 2001 Project #: 43SUR TrOss ID T-1GE Family # 104 Span 30-0 Quantity 2 Top Pitch 6/12 ACES -32 ever . 2.0. B10 (3/30/1999) BOTT CHORD SPLICES:7-8-3X6; ,1-6, 7-9-5 15-0 22-2-11 30-0 ,1-6. 7-9-5 7-2-11 7-2-11 7-9-5 T, 4X4 3 10-0 20-0 30-0 r 10-0 10-0 10-0 TROJAN 5X5 5 L. HL TO PK: 16-9-4 R. HL TO PK :16-9-4 LEFT HEIGHT:0-4-2 SPAN:30-0 RISE:7-10-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D. TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 B LL.DEFL.@0-0.00 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB v 1.q5 PLATE —1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION (IN.) L.L- 0.00. D.L-0.00, T.L-0.00 NOTES: (1) -Gable studs spaced at 15 inches0-c- (2)-Brace o.c.(2)-Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG., WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C.IS(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 4 i" #1 ` rIc . `O1JVG 1) jE N o APR 0 4 1001 -I On A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of „ component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual NO (9 web members only. Additional�lemporary bracing to insure stability during construction is the responsibility of the erector. -30-04 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- r Cn 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss(�- Plate Institute, 583.D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. �'V -`�Q ✓° Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f--1 3/4 ` Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/s/a+ `Z C3 J5 0 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p" v at joint locations, For 4 x 2 orientation, locateI a 4, Unless otherwise noted, location chord splices C8�, �, O plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of - lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. b. Unless expressly noted, this design is not _ applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless-''- nless-'•shown. shown.ks •".�- '�� BEARING 13. Do not overload roof or floor trusses with stacks of construction materials: !TM M14. Indicates location of joints at Do not cut or alter truss members or plate_without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL CLIP , ©1993 Mitek Holdings, Inc. GANG -NAIL Customer SURMINSKY-CARPENTER [ 05897121 1 Tue Apr 24 15:15:48 2001 Project M: 43SUR Truss ID T-2 Family # 104 Span 30-0 Quantity 1, Top Pitch : 6/12 ACES -32 ver.2.0. BIO (3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j3-4, 2.5), , 1 1=61 T-9-5 ( 15-0 22-2-11 30-0 7-9-5 T-2-11 7-2-11 7-9-5 3) 6X8 U—Q STUD SPA�►N1��i 3X4 3X4 ) rf r 10-0 ) 20-0 ( 30-0 10-0 10-0 10-0 L. HL TO PK: 15-9-4 R. HL TO PK :16-9-4 LEFT HEIGHT:0-4-2 SPAN:30-0 RISE:9-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.19C L D TOP 1-2-0.435 TOP CHORO:2X4 No.16Btr GR OF -L TOP 16 10 -BOTT 5-60.802 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 6 LL.DEFL.@7-0.06 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - .1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.06, D.L-0.06, T.L-0.12 REACTIONS, SIZE: 1--1112. 3.50 5--1010, 3.50 UPLIFTS (LBS): 1-44, HORIZ. (LBS):1-81 FORCES - LOAD CASE #1 TOP CHORD: 1-2--1604, 2-3--1414, 3-4--1414, 4-5--1604, BOTTOM CHORD: 5-6- 1426, 6-7- 969, 7-1- 1426, WEBS: 2-7--328, 3-7- 533. 3-6- 533, 4-6--328. SPACING ' 24.0 in. o. cUBC 97-ICBO.ANSI/TPI95 NO. OF MEMBERS - 1 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18(10+8) PSF DL, 100.00 MI FROM OCEANL I NE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 JUR TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD g �L44 Y. Y. 7 2001 CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR �ti n ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS (���t�`� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES Daft Sll COMMENTARY AND RECOMMENDATION. O OFESSIOk'gl A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE m Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 4M19 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of .. 77 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual E web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. m Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 1 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- � ��.9 CIVIL �P 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �Ofi f'At�EO� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/a Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 'A" Cz J5 2. Cut members to bear tightly against each other. 17-71 V_ 40 ZC3 ct �,3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane = " U at joint locations. - ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices cA C6 0 plates '1 /8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of ' lumber shall not exceed 19% at time of "This symbol indicates the fabrication. required direction of slots in - connector plates. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to theis the responsibility of truss fabricator. General = MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N12. Anchorage and/or load transferring connections . to trusses are the responsibility of others unless '� shown. BEARING 13. Do not overload roof or floor trusses with stacks, of construction materials. • . : = Indicates location of joints at 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MITek IndUSh IeS, InC. prior approval of a professional engineer. ® 15. Care should be exercised handling, erection and installation of trusses. TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG'NAIL Customer SURMINSKY-CARPENTER Tue Apr 3 13: 57:21.2001 Project #: 43SUR Trus ( 05782158 ] s ID T-3 Family # 106 Span 36-0 Quantity 6 Top Pitch 6/12 ACES -32 Ver.2.0. B10 (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): [j9-4.21. 3; r1-6 6-1-12 12-2-3 18-0 23-9-13 29-7-9 r 36-0 6-1-12 6-0-7 5-9-13 5-9-13 5-9-13 6-4-7 4X4 4 3X4 3X4 5X8 3X4 6-1-12 -3-5 18-0 26-8-11 36-0 6-1-12 -1-9 8-8-11 8-8-11 9-3-5 L. HL TO PK: 20- 1 -B LEFT HEIGHT:0-4-2 SPAN: 36-0 R. HL TO PK :20-1-6 RISE:9-4-2 RIGHT HEIGHT:0-4-2 K5 7 TROJAN t_uAUINt,o lrsr) MAX 511-11=55t5 MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP 1-2=0.387 TOP CHORO:2X4 No.16Btr GR OF -L TOP 15 10 BOTT 7-6-0.672 BOT CHORD: 2X4 No.16Btr GR OF -L BOTT 0 B LL.OEFL.@8-0.05 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.05, O.L-0.05, T.L-0.10 REACTIONS, SIZE: 1--110, 3.50 7--971,3.50 11--1450.3.00 UPLIFTS (LBS) : 1-89, HORIZ. (LBS): 1-97 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 426 , 2-3--369 3-4--803 , 4-5--803 , 5-6--1390, 6-7--1602, BOTTOM CHORD: 7-8- 142J, 8-9= 1081, 9-10= 618, 10-11--379, 11-1--379, WEBS: 2-11--1377, 2-10- 998. 3-10--673, 3-9- 145, 4-9- 416, 5-9--526. 5-8- 378, 6-8--268 , WEB 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED@ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL 4E BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR 3' s _ C [1„yc+ ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS �4 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES � /V COMMENTARY � � � COMMENTARY AND RECOMMENDATION. a 44 P ■/ 5 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional:temporary bracing to insure stability during construction is the responsibility of the erector. ee Additional permanent bracing of the overall structure is the responsibility of the building designer. -For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. APR 0 4 2001 'CJ�L I Symbols Numbering System A General Safety Notes - PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. . /8 �/a cz ca J5 2. Cut members to bear tightly against each o other. 0 �. , 0 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane -UX:at p � joint locations. ' For 4 x 2 orientation, locate7� � a 4. Unless otherwise noted, location chord splices C, C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.] truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of _ lumber shall not exceed 19% at time of 'This symbol indicates the fabrication, required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials., Indicates location of joints at 14. Do not cut or alter truss members or plate without' which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� TM HYDRO -A/R PANEL ©1993 Mitek Holdings, Inc. CLIP r GANG -NAIL ® ' C05799628 1 Customer : SURMINSKY-CARPENTtR IFri Apr 6 07:00:33 2001 Project #: 43SUR Truss ID T-30 Family # 106 Span 36-0 Quantity i Top Pitch 6/12 TROJAI` ACES -32 ver.2.0, Bld (3/3o/3E3WW) PLATE OFFSETS (X -LEFT, Y -TOP): (19-4, 21, (110.3, 1.51. 31, 1- 6-1-12 12-2-3 18-0 23-9-13 29-7-9 36-0 6-1-12 6-0-7 5-9-13 5-9-13 5-9-13 6-4-7 4X4 4 K8 7 3X4 3X5 7X8 3X4 6-1-12 -3-5 18-0 26-8-11 36-0 6-1-12 -1-9 8-8-11 8-8-11 9-3-5 L. HL TO PK: 20- 1-6 LEFT HEIGHT:0-4-2 SPAN:36-0 R. HL TO PK :20-1-6 RISE:9-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.366 TIOP CHORD: 2X4 No . 16Btr GR DF -L TOP 16 10 BOTT 7-8-0.600 BOT CHORD:2X6 No.2 GR DF -L BOTT O B LL.OEFL.@8-0.05 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LOMB - 1.25 PLATE - 1.25 SPACING24.0 int o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED M: - DEFLECTION(IN.) L.L- 0.05,0.L-0.05,T.L-0.10 THE MODELING OF TRUSS TO CHECK LATERAL LOAD (DUE TO REACTIONS, SIZE: 1--B17, 3.50 7--973.3.50 11--1628.3.00 TRANSFER OF SHEAR FORCE) SHALL BE REVIEWED & APPROVED B UPLIFTS (LBS) : 1-695. 11-100 HORIZ. (LBS) : 1=3320 QUALIFIED BLDG. DESIGNER OR ARCHITECT. FORCES - LOAD -CASE 01 TOP CHORD: 1-2- 408 . 2-3--392. 3-4--816 , 4-5--816 , 5-6--1421, 6-7--1641• BOTTOM CHORD: 7-8- 1466• 8-9- 1101. 9-10= 637• 10-11--364• WEBS: 2-11--1362. 2-10- 993• 3-10--660• 3-9- 135, 11-1--364. 4-9- 428• 5-9--535• 5-8- 392. 6-8--2B7 , WEB 3-9: 4-9: 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 15-B, UBC -94 TRUSS HAS BEEN CHECKED FOR 3320 LBS DRAG FORCE (DOL -i.33) BETWEEN JOINT 1 and JOINT 7 AN- 'r TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD AN-� i� co CONTINUOUSLY BRACED@ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL /fir BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS <P'4 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 9��►�_))ION If t� ( A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB - TM 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. APR 0 6 2001 4(10FESSIpNq 2 m� 7a 149919 -A- C `@`�� ChL� Symbols Numbering System A General Safety Notes - PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Va/4 CZ Ca 2. Cut members to bear tightly against each 0other. 0 �plates 0 ZlbJ5 3. Place on each face of truss at each joint and embed fully. Avoid knots and wane 0 U at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices M C7D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of _ lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of Join Is at ® w® 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. M ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQD ( 05790967 Customer : SURMINSKY-CARPENTER Wed Apr 4 '14:45:19 2001 Project #: 43SUR Truss ID T-4 Family M special. Span 44-0 Quantity 4 Top Pitch 6/12 Top Pitches: G -B 3.003/12, ACES -32 Ver.2.0. B1d (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): [j 7-3. 1.51, ()10-4.2.5), BOTT CHORD SPLICES:10-11-3X6: 3: 1-6 6-1-12 ( 12-10-12 18-0 23-1-5 228-1 35-10-4 44-0 ,3-0 6-1-12 6-9 5-1-4 5-1-5 4-11-11 7-9-4 8-1-12 4X4 4 1J 1Z 11 tV a 3X4 3X4 3X8 4X9 3X4 6-1-12 9r0 18-0 28-1 35-10-4 44-0 6-1-12 2-10-4 9-0 10-1 7-9-4 8-1-12 TROJAN L. HL TO PK:20-1-8 R. HL TO PK :16-4-14 LEFT HEIGHT:0-4-2 SPAN:44-0 RISE:9-4-2 RIGHT HEIGHT:0-3-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,i90 L D TOP 7-80.646 TOP CHORO:2X4 No.i6Btr GR OF -L TOP 16 10 BOTT 10-11-0.404 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@10-0.05 < L/240 WEBS :2X4 STANDARD GR OF -L SPACING : 24.0 in. o. cUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.05, D.L-0.06, T.L-0.11 REACTIONS. SIZE: 1--101, 3.50 8--463.3.50 13--1456.3.50 9--1383.3.50 UPLIFTS [LBS): 1-87, B=203, HORIZ. (LBS): 1-97 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 446'. 2-3=-295 , 3-4=-794 , 4-5--794 . 5-15-1504• 6-7=-1388. 7-8= 179 , BOTTOM CHORD: B-9--174• 9-10--174. 10-11- 1012. 11-12- 638, 12-13--396, 13-1--396, WEBS: 2-13--1386, 2-12- 974• 3-12--726. 3-11- 116, 4-11- 444, 5-11--488, 5-10- 549, 6-10--695, 7-10- 1572, 7-9--1257• LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 6- 52 6- 8- 60 8- 1- 16 WEB 4-11: 5-11: 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD APR 0 5 2001 CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEAIBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ,Rs 1v� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES +� COMM- ENTARY AND RECOMMENDATION.01 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Vc Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual -A NO. 119 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of , •yr f� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual > �� web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancMITM regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Cf!• C, j MiTek Industries, Inc Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ``~` . Symbols Numbering System, A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1.3/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 J5 2• Cut members to bear tightly against each 47 4 0 0 �.0 ZC7 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O U at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce C6 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19`Yo at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks. of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. ® TM PANEL HYDRO A/R CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL oL4 ►3b-� 3X4 3X4 3X8 3X4 .9 1X4 ( 8 1 12 15 11 23-0 ( 30-631:,10;4 - 8-1-12 7-9-4 7-1 7-6 1-4-4' 6- [ 05897122 J Tue Apr 24 15: 15: 49 2001 PK Customer L. HL TO PK:16-4-14 L. LEFT HEIGHT:0-3-13 Truss ID T-5 Family N special RIGHT HEIGHT:0-4-2 Project �: 43SURSURMINSKY-CARPENTER 43SUR Quantity i Top Pitch 3.003/12 GR Span 36-0 .TOP 10 1-2-0.627 BOTT- 9-10-0.298 BOT CHORD:2X4 Top Pitches: 3-6 6/12, OF -L OF -L TROJAN ACES -32 ver .2. O. BIC 03/30/1999) .. STANDARD 3-0 _ - 8 1 12 8-1-12 15 11( 23-0 ( 7-9-4 7-1 30-6 38fi 7-6 3X4 3X4 3X8 3X4 .9 1X4 ( 8 1 12 15 11 23-0 ( 30-631:,10;4 - 8-1-12 7-9-4 7-1 7-6 1-4-4' 6- REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.03, D.L-0.04, T.L-0.07 REACTIONS. SIZE: 1--500. 3.50 6--100,3.50 11--1146.3.50 7--1148, 3.50 UPLIFTS (LBS) : 1-206, 6-9. HORIZ. (LBS) : 1-81 FORCES - LOAD CASE Ii TOP CHORD: 1-2- 31 2-3--1063, 3-4--615 4-5--616 5-6- 304 BOTTOM CHORD: 6-7--270, 7-B- 120. 8-9- 120, 9-10- 1031. 10-11-730, 11-1--30, WEBS: 2-11--1020, 2-10- 1098. 3-10--162• 3-9--552, 4-9- 171, 5-9- 483. 5-8- 71, 5-7--1156, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM t- 3- 60 3- 6- 52 6- 1- 16 WEB 3-9 BRACED at 1/2 POINTS AS SHOWN ABOVE A PR % n n TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HGT. 10 FT, BLDG. -CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 1 0: OZI F20% EANLINE (ASCE7-S TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL �•.1IR+�1� BRACING OF WEB MENMERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FORQROFE II ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS SS�p REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �'o `3�� ONS i COMMENTARY AND RECOMMENDATIO A WARNING - Verify design parameters and READ .NOTES ON THIS AND REVERSE SIDE BI X F a - i Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual I building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 04 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual Q 0-04web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �_'M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- till, CIVIL \C, 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss * �' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719OF CAL% MiTek Industries, Inc.) ` � R. HL TO PK :16-9-4 L. HL TO PK:16-4-14 L. LEFT HEIGHT:0-3-13 SPAN:36-0 RISE:9-4-2 RIGHT HEIGHT:0-4-2 LOADING MAX STRESSES MINIMUM GRADE TOP CHORO:2X4 OF LUMBER No.16Btr GR PLATES:M20-220,190 DF - L(PSFD TOP 16 .TOP 10 1-2-0.627 BOTT- 9-10-0.298 BOT CHORD:2X4 No.16Btr GR GR OF -L OF -L QnTT n R LL.DEFL.@i0-0.03 < L/240 WEBS :2X4 STANDARD REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.03, D.L-0.04, T.L-0.07 REACTIONS. SIZE: 1--500. 3.50 6--100,3.50 11--1146.3.50 7--1148, 3.50 UPLIFTS (LBS) : 1-206, 6-9. HORIZ. (LBS) : 1-81 FORCES - LOAD CASE Ii TOP CHORD: 1-2- 31 2-3--1063, 3-4--615 4-5--616 5-6- 304 BOTTOM CHORD: 6-7--270, 7-B- 120. 8-9- 120, 9-10- 1031. 10-11-730, 11-1--30, WEBS: 2-11--1020, 2-10- 1098. 3-10--162• 3-9--552, 4-9- 171, 5-9- 483. 5-8- 71, 5-7--1156, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM t- 3- 60 3- 6- 52 6- 1- 16 WEB 3-9 BRACED at 1/2 POINTS AS SHOWN ABOVE A PR % n n TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HGT. 10 FT, BLDG. -CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 1 0: OZI F20% EANLINE (ASCE7-S TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL �•.1IR+�1� BRACING OF WEB MENMERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FORQROFE II ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS SS�p REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �'o `3�� ONS i COMMENTARY AND RECOMMENDATIO A WARNING - Verify design parameters and READ .NOTES ON THIS AND REVERSE SIDE BI X F a - i Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual I building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 04 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual Q 0-04web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �_'M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- till, CIVIL \C, 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss * �' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719OF CAL% MiTek Industries, Inc.) ` � Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/4 ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each other. o �, 3. Place plates on each face of truss at each 3 0 joint and embed fully. Avoid knots and wane = p �y " U at joint locations. * For 4 x 2 orientation, locate r a 04. Unless otherwise noted, location chord splices CB C7 CA plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication, required direction of slots in 6. Unless expressly noted, this design is not - connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless' - shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicatcs location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Indust T s, Inc. prior approval of a professional engineer.' 15. Care should be exercised in hari_dling, erection and installation of trusses. TM HYDRO -A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL : --� ' Customer SURMINSKY-CARPENTER ( 05790968 Wed Apr 4'14:45:21 2001 Project #: 43SUR Truss ID T-5 Family # special Span 38-0 Quantity 2 Top Pitch : 6/12 Top Pitches: 4-6 3.003/12, ACES -32 Ver.2.0.B1cf(3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [)11-3, 21, BOTT CHORD SPLICES:8-9-3X6; 3, ,1-6 7-6 15-0 22-1 29-10-4 38-0 ,3-0 7-6 7-6 7-1 7-9-4 8-1-12 4X4 3 r. ry a o 1X4 3X8 3X4 3X4 5X6 6-1-12 7-6 , 15-0 22-1 29-10-4 38-0 6-1-12 1-4-4 7-6 7-1 7-9-4 8-1-12 L. HL TO PK:16-9-4 R. HL TO PK :16-4-14 LEFT HEIGHT:0-4-2 SPAN:38-0 RISE:7-10-2 RIGHT HEIGHT:0-3-13 5 s TROJAN LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 5-60.627 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT B-9-0.298 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 B LL.OEFL.@6-0.03 < L/240 WEBS :2X4 STANDARD GR OF -L SPACING : 24.0 in. o. cUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.03, D.L-0.04, T.L-0.07 REACTIONS, SIZE: 1--202.3.50 6--500.3.50 7--1146.3.50 11--1148.3.50 UPLIFTS (LBS): 1=98.6=225, HORIZ. (LBS): 1-81 FORCES - LOAD CASE #1 TOP CHORD: 1-2- 304•, 2-3=-616 , 3-4=-615 , 4-5--1063, 5-6= 31 BOTTOM CHORD: 6-7--30, 7-8--30, 8-9- 1031. 9-10- 120, 10-11- 120, 11-1--270, WEBS: 2-11--1156. 2-10- 71, 2-9- 483, 3-9- 171, 4-9--552, 4-8--162, 5-8- 1098, 5-7--1020. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 4- 52 4- 6- 60 6- 1- 16 WEB 4-9 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: APR 0 5 2001 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL �5I BRACING OF WEB MEMIIERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR 014 �w-*ys ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ��. REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �L7T COMMENTARY AND RECOMMENDATION. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE JET() Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- '89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. )7y A. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ` Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. __0'.8� C3 J5 2. Cut members to bear tightly against each 0 other. c a 0 �. Lr.6 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane oU at joint locations. 4 x 2 orientation, locate aFor 4. Unless otherwise noted, location chord splices C7 plates 1/8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol Indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 4010 WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with `stacks of construction materials' - Indicates location of joints at 14. Do not cut or alter truss members or plate without , which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a professional engineer. ; 15. Care should be exercised in handling, erection ® and installation of trusses. ' TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL ® - 05790970 Customer SURMINSKY-CARPENTER Wed Apr 4'14:45:33 2001 Project #: 43SUR TrUss ID T-7 Family # special Span 38-0 Quantity 1 Top Pitch 6/12 Top Pitches: 4-6 3.003/12, ACES -32 Ver.2.0. BSd (3/30/1999) BOTT CHORD SPLICES:8-9-3X6: 7-6 15-0 22-1 29-10-4 ( 38-0 r 7-6 ( 7-6 7-1 7-9-4 8-1-12 4X4 3 1X4 3X8 3X4 3X4 3X4 -1-1 15-0 -1 29-10-4 6-1-12 1-4-4' 7-6 7-1 7-9-4 8-1-12 L. HL TO PK:16-9-4 R. HL TO PK :16-4-14 LEFT HEIGHT:0-0-8 SPAN:38-0 RISE:7-6-8 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 5-6-0.557 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT B-9-0.309 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 B LL.OEFL.@6-0.04 < L/240 WEBS :2X4 STANDARD GR DF -L SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.04, D.L-0.04, T.L-0.08 REACTIONS, SIZE: 1 --BB, 3.50 6--302.3.50 7--1136.3.50 11--1165.3.50 UPLIFTS (LBS): 1-7.6-21, HORIZ. (LBSI: 1-77 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 353 . 2-3--637 3-4--637 , 4-5--1151, 5-6- 10 BOTTOM CHORD: 6-7--9, ' 7-8--9, 8-9= 1117, 9-10= 111, 10-11= 111, 11-1--319, WEBS: 2-11--1187, 2-10- 71, 2-9- 506, 3-9- 190. 4-9--617, 4-8--136, 5-8- 1154, 5-7--1009, LOADING STRESS INCREASE LOADING PANEL•(PLF) / JOINTS (LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 4- 52 4- 6- 60 6- 1- 16 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I, EXP. CAT. C.IS(10+8) PSF DL, 100.00 MI FROM OCEANL I NE (ASCE7-9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD �] CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL APR 0 5 2001 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR j} ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS �`�<(j °✓U iv REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES /' ) iYT COMMENTARY AND RECOMMENDATION. �/` QpROFESSIp�! OONG W m A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE NO 49919 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual ..- building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual y web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.�� nn S Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- CF CAt�F� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -� 13/' ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 8. - ► ~other. 2. Cut members to bear tightly against each MC3 0 �03. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane = pat joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce 0 plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not _ applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93,85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections 1�e to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses.' v� TM HYDRO A/R G PANEL ©1993 Mitek Holdings, Inc - CLIP GANG-NAIL ® - J 05782163 Customer SURMINSKY-CARPENTER Tue Apr 3 13:57:51.2001 Project #: 43SUR Truss ID T -B Family # 104 Span 26-4-8 Quantity 4 Top Pitch : 6/12 ACES -32 Ver.2.0. Bla (3/30/1999) BOTT CHORD SPLICES:6-7-3X6: Ki ,1-6, 6-10-7 13-2-4 19-6-1 26-4-8 r 6-10-7 6-3-13 6-3-13 6-10-7 4X4 3 .)A'► JAY '5 5 IHUJAN 8-11-11 17-4-13 _ 26-4-8 1 8-11-11 8-5-1 8-11-11 L. HL TO PK:14-8-15 R. HL TO PK :14-8-15 LEFT HEIGHT:0-4-2 SPAN:26-4-8 RISE:6-11-4 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2=0.333 TOP CH0RO:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 7-10.620gOT CHORD:2X4 No.16Btr GR OF -L SOTT 0 B LL.OEFL.@7-0.04 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE m 1.25 SPACING : 24.0 in. o. CUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.04, D.L-0.05. T.L-0.09 REACTIONS. SIZE: 1=-989. 3.50 5=-887, 3.50 UPLIFTS (LBS): 1-50, HORIZ.. (LBS): 1-71 FORCES - LOAD CASE /1 TOP CHORD: 1-2--1399, 2-3--1224, 3-4--1224, 4-5--1399, BOTTOM CHORD: 5-6- 1244, 6-7- 851, 7-1- 1244, WEBS: 2-7--287, 3-7= 454, 3-6- 454, 4-6=-287, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.SLOG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, IS (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ,,''/ d ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS C REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES 3 ¢ `` vv COMMENTARY AND RECOMMENDATION. �h(f ) F �Alm 4 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE � A Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. APR 0 4 2001 QRn�ESSlt�i� s� crvlL \\F CAt1FCR% Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8, ~ C2 2. Cut members to bear tightly against each a � 5 c �� "sOjoint MC7C6 other. 3. Place plates on each face of truss at each U and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without • which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. . 15. Care should be exercised in handling, erection ® and installation of trusses. M� TM PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ® ' ( 05782164 ) .Customer : SURMINSKY—CARPENTER Tue Apr 3 13:57:57.2001 Project 0: 43SUR Truss ID T-9 Family 106 Span 32-4 Quantity 12 Top Pitch 6/12 ACES -32 Ver.2.0, B1O (3/30/1999) BOTT CHORD SPLICES:8-9-3X6: 3: ,1-6 6-1-6 10-11-9 16-2 21-4-7 26-2-10 32-4 ,1-6 6-1-6 4-10-3 5-2-7 5-2-7 4-10-3 6-1-6 4X4 4 X5 7 IHUJAN 3X4 3X8 3X5 8-0-12 16-2 24-3-4 32-4 8-0-12 8-1-4 8-1-4 8-0-12 L. HL TO PK:18-0-14 R. HL TO PK :18-0-14 LEFT HEIGHT:0-4-2 SPAN:32-4 RISE:8-5-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 5-6-0.313 TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 10 BOTT 10-10.534 BAT CHORD:2X4 No.16Btr GR DF—L BOTT - O B LL.DEFL.@10-0.03 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING : 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.03, D.L-0.03, T.L-0.06 REACTIONS, SIZE: i=-874, 3.50 7-223.3.50 8--1286.3.50 UPLIFTS (LBS): 1-52, 7-94, HORIZ. (LBS): 1-87 FORCES - LOAD CASE #1 TOP CHORD: 1-2--1203, 2-3--1054, 3-4--501 4-5--501 5-6- 363 , 6-7- 211 , BOTTOM CHORD: 7-8--1138, 8-9- 171, 9-10- 771, 10-1- 1069, WEBS: 2-10=-236, 3-10= 370, 3-9=-470, 4-9= 177, 5-9- 404, 5-8=-1064, 6-8=-256, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ I0'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS APR 0 4 2001 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATION.CC OgOFESS/o AA4� 7 r� # a 70 Al WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE 11A� i. N 1. :C -4Q919 Design valid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an individual % •�J-(7d building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility. of building designer — not truss designer. Bracing shown is for lateral support of individual �+ •\ ������ L R web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� nn \ `�j�- �-. ��a• Additional permanent bracing of the overall structure is the responsibility of the building designerjor general guidance 0f Cr�t'4�% regarding fabrication, quality control, storage, delivery, erection, and brazing, consult OST -88 Quality Standard, DSB- �' 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. �/8 /8" cz J5 2. Cut members to bear tightly against each ZC3 0 0CfLC.6 other. 3. Place on each face of truss at each plates joint and embed fully. Avoid knots and wane pat joint locations, For 4 x 2 orientation, locate 4. Unless otherwise noted, location Chord splices G8 plates 'I /8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. ` `t Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection'! ® and installation of trusses. v� TM CVA RSPANEL CLIP ©1993 Mitek Holdings, Inc. GANG•NAIL ( 05799529 ] Customer SURMINSKY-CARPENTER Fri Apr 6 07:00:36 200'1 Project #: 43SUR Truss*ID T -9D Family # 106 Span 32-4 Quantity i Top Pitch 6/12 TROJAI ACES -32 Ver. 2.0. B10 (3/30/]yay) PLATE OFFSETS (X -LEFT, Y -TOP): [j9-4, 2], 6-1-6 10-11-9 16-2 21-4-7 26-2-10 32-4 6-1-6 4-10-3 5-2-7 5-2-7 4-10-3 6-1-6 4X4 4 Wrap 3X4 5X8 3X5 8-0-12 16-2 24-3-4 32-4 I 8-0-12 F 8-1-4 8-1-4 8-0-12 THE MODELING OF TRUSS TO CHECK LATERAL LOAD (DUE TO TRANSFER OF SHEAR FORCE) SHALL BE REVIEWED & APPROVED B QUALIFIED BLDG. DESIGNER OR ARCHITECT. L. HL TO PK: 18-O-14 H. HL TO SPAN:32-4 RISE:8-1-3 RIGHT HEIGHT:0-0-3 PK 18-0-14 LEFT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 OF -L LTOP 5-6-0.302 TOP CHORD:2X4 No.16Btr GR TOP 16 10 BOTT 10-1-0.546 BOT CHORO:2X4 No.1&Btr < L/240 WEBS :2X4 STANDARD GR OF -L GR OF -L BOTT 0 8 LL.OEFL.@30-0.03 STR.INC.: LUMB - 1.25 PLATE- 1.25 SPPACIINGM: 24.0BERS in. o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF DEFLECTION (IN.) L.L- 0.03. D.L-0.04, T.L-0.07 REACTIONS• SIZE: i--768. 3.50 7--533,3.50 8--1313,3.50 UPLIFTS (LBS):7-412. HORIZ. (LBS): 1=2090 FORCES - LOAD CASE #1 TOP CHORD: 1-2--1308. 2-3--1138. 3-4--514 4-5--514 , 5-6- 419 6-7- 256 , BOTTOM CHORD: 7-8--232, B-9- 167, 9-10- 812, 10-1= 1187, WEBS: 2-10--294• 3-107 422, 3-9--497, 4-9- 189• 5-9- 413, 5-8--7111. 6-8--247, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TRUSS HAS BEEN CHECKED FOR 2090 LBS DRAG FORCE (DOL -1.33) BETWEEN JOINT 1 and JOINT 7 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD APU n 2001 CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL ipD Lv �Ile1 1� o BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR r} ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS�0�� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES `JJ COMMENTARY AND RECOMMENDATION. Oell $(2�F����Ai _ ONG A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE , u' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual N 9919 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of y 0-04 web component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual �\ web members only.. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance f �I V I�w regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� .Slj� l� -` t COZY 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss ,` F CN AC Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 - MiTek Industries, Inc.��r� zr•*�"' � =. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1A8 4C2 c3 J5 2. Cut members to bear tightly against each 0 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locateFLC, D 4. Unless otherwise noted, location chord splices plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. IIndicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. , continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. ®�® 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO A/R 0 PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NAIL ( Customer SURMINSKY-CARPENTER 05782165 ] Tue Apr 3 13:58:02.2001 Project #: 43SUR Truss ID T-9GE Family # 108 Span 32-4 Quantity 2 Top Pitch 6/12 ACES -32 ver.2.0. Bld (3/30/1999) BOTT CHORD SPLICES:8-9-3X6: 3'. ,1-6 6-1-6 10-11-9 16-2 21-4-7 1. 26-2-10 r 32-4 ,1-6 6-1-6 4-10-3 5-2-7 5-2-7 4-10-3 6-1-6 4X4 4 8-0-12 16-2 24-3-4 32-4 8-0-12 8-1-4 8-1-4 8-0-12 X5 7 I HUJAN L. HL TO PK: 16-0-14 R. HL TO PK :18-0-14 LEFT HEIGHT:0-4-2 SPAN: 32-4 RISE: 6-5-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10gOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 8 LL.DEFL.@0-0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LOMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00. D.La0.00, T.Lm0.00 NOTES:(fl-Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end.detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless Otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT. BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. I -- A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE . Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onefrlo Drive, Madison, WI 53719 MiTek Industries, Inc. APR 0 4 2001 Q oFEss(ON� ooNC- 0 sp CiVI�- apt O} CA0F�� l = Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i 1 3/Q ` Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. V8 — ► V8+ C2 J5 2. Cut members to bear tightly against each 0 other, 0 03. Z_t Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 0 plates 1/8" from outside edge ofat 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 199'6 at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17,08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N ' .* . ' 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. js TM BEARING 13. Do not overload roof or floor trusses with stacks 1 of construction materials. r Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. N MITek IncluslTles, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection 0 and installation of trusses. v� TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL STANDARD GABLE END DETAIL 80MPAGE 1�OF 2 �W - DIAGONAL OR L -BRACING 3/8/00 VARIES REFER TO TA13Lt UtLOW TO COM. 1 2 2X4 NO.2 OR BTR. DF -L TRUSS 4x4 =/,' lX4 OR 2X3 (TYP) i 6' LIDG 11 Tj=f°.t A� A f � n _�� - SHEAT HING 1 1/2" (BY OTHERS 3 1/2" NOTCH AT 24" O.C. (MIN.) TOPCHORD NOTCH DETAIL CONT. BRG-- T '___SPAN MATCH CMMSNTRUSS "I 1 VERTICAL STUD \ / TYPICAL 2x4 L -BRACE NAILED `�'�✓ - TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINQpsf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANS195 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 3x5 = :4., MAx�j ��jj 24 vP.c. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 1 � END �• WALL RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 -� 12 INCH O.C. 6-3-0 OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACE WITH L - BRACE 12 INCH O.C. 6-3-0 12-6-0 0- - 1890 10-11-0 =16INCH o.c. ;_ 1 NCH _6-3-0 X26-0 Za INCH O.C. 5-5-0 1.0-10-0 6_3_0 .- CLO 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6-. TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24- O.C. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. APR 0 7 2000 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4)'NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. "' TN G n�-,� _ � ' _ eiFEssfo,,, . AlVARNIN(; - Yrvil rlr,vien /aurrnrr)r r: rnul Rini!) NOTES (hV 1711.1' ANI) l 1':I�IiR.SI Design vali(I Inr usn only with MITek connectots.'I his design is based only upon par, meters shown, and is loran individual building rmrgx+nenl to W� inclnlle'd and Inmind vmlirally. Applicabillly of design paramelors and proper incotpornlion of rompvnenl 11 responsibility of building designer - not Iruss designer. 13racing shown Is for laloral support of individual web members only, Additional temporary bracing to insure stability during construction is the responsibility of the erector. Addllional permanent blaring of the overall slnlclure is the responsibility of the building designer. For general guidance te(1•anfinil Inhrtraltun• rlualily control, ,Inralln. Ohvmy. orarllnn. and bracing. cnm:ull OST -00 Quality Slfindard, DS8- n0 13rnehtg sporlllanllo11, (1110 11113.01 Ilnndllng Innlnllallon find Drncing Recommendation avallnblo from Truss I+Inle Instlluln, 503 13'Onolrta nrive, Madison.. 53719 0 Iff" MiTek Industries, Inc. r� MiTek' February 12, 2001 Trojan Truss Company P.O. Box 85 County Road 25 between 99 West and I-5 Orland, CA 95963. RE: Trusses supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have an Ins, please call me at 1-800-772-5351. Sincere W' -MF, 19 Redo P. .7 Chief i CIVIL Western 07 CA"W Ry/ek I n s_ t [_'STA_NDA_R_ D GABLE END DETAIL VARIES . TO COM �2 TRUSS A H + DIAGONAL OR L -BRACING REFER TO TABLE BELOW -- 2X4 NO.2 OR BTR. DF -L 4X4 --/i — 1X4 OR 2X3 (TYP) 11 �► 80 MPH, EXP B, 30 PSF SNOW PAGE 1 OF 2 SHEATHING 1 1/2" (BY OTHERS) -- 3 rte\ NOTCH AT / 24" O.C. (MIN.; TOPCHORD NOTCH DETAIL CONT. BRG— T --�TO MATCH COMMON�I VERTICAL STUD \/ TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgpsf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 3x5 = 24"4"MAx ,. II /% CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 Project Address........ Oak Way ******* Chico, California *v5.10* Documentation Author... Donna Wallace ******* Climate Zone.. ..... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS5 v5.10 for 0/-08,69 Tu -Ill Fermi" I� - o/ P an C ec Da e Fie C ec Date 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Carpenter Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1658 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Slab On Grade 16.3 % of floor area 0.6 Btu/hr-sf-F 0.65, 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 Door n/a R-0 Roof Wood R-11 S1abEdge n/a R-0 SlabEdge n/a R-0 R-0 R-13 0.088 Typical, Garage R-n/a R-0 0.330 Family Room, Garage Service Porch R-27 R-38 0.025 Typical R-n/a F2=0.760 to Outside R-n/a F2=0.510 to Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 15.0 0.600 0.650 Standard Window Front (N) 15.0 0.600 0.650 Standard Window Front (N) 15.0 0.600 0.650 Standard Window Front (N) 15.0 0.600 0.650 Standard Window Front (N) 15.0 0.600 0.650 Standard Window Front (N) 15.0 0.600 0.650 Standard Window Left (E) 15.0 0.600 0.650 Standard Window Left (E) 15.0 0.600 0.650 Standard Window Left (E) 15.0 0.600 0.650 Standard Window Left (E) 15.0. 0.600 0.650 Standard Window Left (E) 15.0 0.600 0.650 Standard Door Back (S) 20.0 0.550 0.650 Standard Window Back (S) 16.0 0.720 0.730 Standard Standard None Standard None Standard Yes Standard Yes Standard None Standard None Standard None S cAppard None Standard? None Sta dard None S"ta�ndard) None &andard ygYes Yes V A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 MICROPASS v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Carpenter Residence FENESTRATION Over - SLAB SURFACES Area Slab Type (sf) Standard Slab 1658 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Furnace ACSplit 0.800 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type 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 Water Heater to meet minimum CEC Standards ftp REMARKS Conditioned Floor Area = 1500 sf (House) + 158 sf (Service Porch) = 1658 sf. CEC default U -values and default SHGC-values were used for all fenestration. Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Back (S) 17.8 0.550 0.650 Standard Standard Yes Window Back (S) 15.0 0.600 0.650 Standard Standard Yes Window Back• (S) -15.0 0.600 0.650 Standard Standard Yes Door Right (W) 7.0- 0.550 0.650 Standard Standard Yes Window Right (W) 15.0 . 0.600 0.650 Standard Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 1658 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Furnace ACSplit 0.800 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type 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 Water Heater to meet minimum CEC Standards ftp REMARKS Conditioned Floor Area = 1500 sf (House) + 158 sf (Service Porch) = 1658 sf. CEC default U -values and default SHGC-values were used for all fenestration. I C CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Carpenter.Residence Date..03/30/01 15:03:08 MICROPAS5 v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Carpenter Residence 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 Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... 530-894-5719 License. _ Z Signed.. a e ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. �lr'""`a aot_ R- 3130 1 a e MANDATORY MEASURES CHECKLIST:,, RESIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings sub1ect 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-13 framed walls (does not apply to exterior mass walls). N/A *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/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, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Instal Cation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control N/A c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE,.SMACNA or ACCA. Attached 150(i): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor 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 system, 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 By Contractor systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts.and Fans 1. All ducts and plenums constructed, installed, insulated, 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 UL1818 and other applicable specified tests for longevity given in Section 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. By Contractor 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. Residential Compliance Form WVLI July 1, 1999 "PP% VED MANDATORY MEASURES CHECKLIST:,, RESIDENTIAL (Page 2 of 2) MF -1R 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. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall 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. By Contractor 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 Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY - Page 1 C -2R Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 Project Address........ Oak Way ******* Chico, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Plan C ec Da e Field Check/ Da e Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Carpenter Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 17.32 18.06 -0.74 12.98 11.46 1.52 14.72 14.72 0.00 45.02 44.24 0.78 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 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..... Floor Area Volume Zone Type (sf) (cf) HOUSE Residence 1658 13264 1658 sf Single Family Detached New Front Facing 0 deg (N) 1, 1 ReducedYear Slab On Grade 1 13264 cf 1658 sf 16.3 % of floor area 0.6 Btu/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION # of Dwell Cond- Units itioned Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 1.00 Yes Setback 2 /0St-nd!a d . �V Ino f� No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 MICROPAS5 v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Carpenter Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 290 0.088 13 0 90 Yes W.13.2X4.16 Typical 2 Door 20 0.330 0 0 90 Yes None Family Room 3 Wall 232 0.088 13 90 90 Yes W.13.2X4.16 4 Wall 164 0.088 13 180 90 Yes W.13.2X4.16 5 Wall 132 0.088 13 180 90 No W.13.2X4.16 Garage 6 Door 20 0.330 0 180 90 No None Garage 7 Wall 272 0.088 13 270 90 Yes W.13.2X4.16 8 Door 13 0.330 0 270 90 Yes None Service Porch 9 Roof 1658 0.025 38 n/a 0 Yes R.38.2X4.24 Typical PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 SlabEdge 158 0.760 R-0 No to Outside 11 SlabEdge 19 0.510 R-0 No to Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 6 Window Front (N) 15.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 7 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 8 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 9 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 10 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 11 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 12 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 13 Window Back (S) 16.0 0.720 0.730 180 90 .Standard/0.76 Standard/0.68 14 Door Back (S) 17.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 15 Window Back (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 16 Window Back (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 17 Door Right (W) 7.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Right (W) 15.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 'Ju ` co l� 1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 MICROPASS v5.10 File-CARPENTR Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Carpenter Residence OVERHANGS AND SIDE FINS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit Tank Type Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards No 0.737 No 0.645 Tank External Size Window- Overhang (gal) R -value Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 15.0 n/a 5.0 7.5 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 n/a 5.0 7.5 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 20.0 n/a 6.7 9.5 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 16.0 4.0 4.0 9.5 0.6 7.8 9.5 n/a n/a n/a n/a n/a n/a 14 Door 17.8 2.7 6.7 9.5 0.6 2.8 9.5 n/a n/a n/a n/a n/a n/a 15 Window 15.0 n/a 5.0 1.5 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5.0 1.5 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 7.0 n/a 3.0 9.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1658 HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit Tank Type Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards No 0.737 No 0.645 Tank External Size Insulation (gal) R -value REMARKS Conditioned Floor Area = 1500 sf (House) + 158 sf (Service Porch) 1658 sf. CEC default U -values and default SHGC-values were used for all fenestration. HVAC SIZING Page 1 HVAC Project Title.......... Carpenter Residence Date..03/30/01 15:03:08 Project Address........ Oak Way ******* Chico, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPASS v5.10 for Plan C ec Da e Fie C ec Da e 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARPENTR Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Carpenter Residence GENERAL INFORMATION FloorArea ................. 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....... 1658 sf 13264 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Sensible Load .................... 30359 22298 Latent Load ...................... n/a 4460 Minimum Total Load 30359 26757 Note: The loads -shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12239 4177 Glazing Conduction ............... 6973 3892 Glazing Solar .................... n/a 7345 Infiltration ..................... 8388 2756 Internal Gain .................... n/a 2100 Ducts ............................ 2760 2027 Sensible Load .................... 30359 22298 Latent Load ...................... n/a 4460 Minimum Total Load 30359 26757 Note: The loads -shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. t t GREGORY A. PEITZ - ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894=5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect Structural Calculations For: CarpeAtr qOU $L ARC R Y A. NO. C 21283 REN. i OOL D R40 DEPARTME s APPROVED LOAD SUMMARY Wind Anal Normal force method, exposure B, 75 mph wiiid speed P=CeCgQsI WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 --1*•:3 * 14.5 * .1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 1.4.5 * 1.0 = .0143 ksf @ 30 ft. „1..:..... ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 = .4011 ksf.,@ 25 .ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5* 1.0=.010 ksf @ 15 ft. P = .67' * 1. I * 14.5 * 1.0 =.01 1 kst @ 20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads : ,,.,:.•.., ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding s 4 O22-141 50 SHEETS amvno 22-142 100 SHEETS 22-144' 200 SHEETS 22-141_ 50 SHEETS nmvan 22-142 100 SHEETS 22-144 200 SHEETS to a! Al cv OQ e - ,r V to ,'' ..11 N 4�- o !N$ 19 Lo i 22-141 50 SHEETS 4 - 22-142 100 SHEETS 22-144 200 SHEETS v I DQ i j, Vj I 1 70 `C �� - G _ 22-141 50 SHEETS AM 22-142 100 SHEETS 22-144 200 SHEETS r Oti � NI. N r rr� t + 22-141 .50 SHEETS 22-142 100 SHEETS O 22-144 200 SHEETS lS �f � . 6 ci �-j r, s.d .6r 7 AND WHEN RECORDED MAIL TO: 4 BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 26 -Apr -2001 2001-0017037 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 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: the following described real property located at 2239 Oak Way, Chico, County of Butte, State of California, containing approximately 15..00 acres: Lot 62. of'the Second Subdivision of the Johis Bidwell Rancho, according to the official map of said subdivision filed in the Office of: tt,o Recorder of the County of Butte, State of California, September 17, 1900, in Book 5 of Maps, page 27, together with any and all oil, hydrocarbons, minerals and fissionable materials. Date 1� / U l PROPERTY OWNERS: `erhGt ��'�v��_✓ State of California County of ) I 1 (p 'job 1 before me, personally appeared rin C CA,- - personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(spihmwsubscribed to the within instrument and acknowledged to me that he(ltl� executed the same in hbfi CeWtheir authorized capacity(ies), and that by hisAOtheWsignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m and and official seal Signatu Seal: LISA M. MC Al COMM. # 1289743 D r`� t j � _ 5 0 — O c ^ 0 ` � ` Q ® NOTARY pUBU F BU`ffE N A.P. # y 'j v�--/u'p uU � . COUN'TY OF BUTTE w Comm. Expires Jan. 7, 2005 i{ SITE PLAN REVIEW APPLICATION Date: y —) 7 — p AP# Permit Number (if applicable) 0 g Qq APPLICANT INFORMATION Parcel Size: IS) A C Owners Name: Cfl2'P� , CY2_ 2 0 S0S-AJKJ Owners Address: lt 20 RAS N T C,W co C—A 9IS92� T Telephone No.: ES I Situs Address: 2`Z3� D lalZ W 4a�) C1 CC7 Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ 'Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): 2G PSA e I jJ(r EX (S 1 ) j j &_ PCys 6— DO NOT WRITE BELOW THIS LINE DE VEL OfiVIENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval it Site Plan Stamped Approved By Date Lj —) -7-- O f Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standard's and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: _� • Flood Panel No.: O 1.1 a S C_ Index Date: L) ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A -- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 0 CTL— LSide Side Side Street ---- Rear r -- Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 1's Applicable Development Fees: jY Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff. ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ : Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: . Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: F-1 - Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 0 Subdivision Map/Parcel Map: Map Date of Recording: Lot: 6 2.. ❑ Use Permit/Minor Use Permit Permit Number: 13/ow6L,L2Nt� SU -5 I -.*$e Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 2-7 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: Ai 0MC—, This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5