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HomeMy WebLinkAbout064-200-0300 64-20-30 •- .' 2048=90B , P, E, M DAVIS;-George 605`Carnegie' Rd,- Magaliae Contr: Robert Davis (new single family) '0,)ol FAR- MAR � d RESIDENTIAL 64-20-30 2048-90B,P,E,M DAVIS.,'-George dvss�l,�c Crr� LCL(-imlec� Contr: Robert Davis (new single family) jam. y y� OFFICE COPY Y 1 Address GAS DaJW� Meter B E T p eter -By D a i VGAS Dates Meter By ` ELECTRIC Dain Meter By JOB FINALED (Date) - Signature J=OK O=Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES"(Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance w ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS; GARAGES, (Plans)OK exc: pt #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7.' Electric 8. Frma: Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater -8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pane Iboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK O=Not OK -=Not y Read, Not Ready, RESIDENTIAL (Single ' = Date .UN RFLOOR Plans OK exce t #'s Hing -Setbacks -Easement food -Slope ex, Main; Soils-Elec. Gr .-4U' Ftg. Depth tg., Garage; Soils -St -Elec. Grnd.-/ " Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel -Bloc kouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors &-*t .V.; Fall -Fitting -Test -2 Way C/O -Sewer T Ga ipe; Size -Anchors 11. ater ipe; Test -Anchor -R ulator-Service T 12.ctric; nderground 1 IVPie s & Ducts; Clearance- Material -Su ppo - 14. irders-Sills-Anchor Bolts -Joists -Ven -Cripples 15. Insulation Date 0 and B-1 Date Card B -i Date and B-1 63E Date Card B-1 Date PLUMBING Permit K except #'s 1 ater Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection jJL-D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date 2 - ' - 5 I Card B-1 C_; W Date Card B-1 Date } tg4a Card B-1 Gs _/ Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22.' Fixture & Transformer Clearance -ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. a Boxes & No. of Co d'Gctors-Stapled V. Romex Installed o Edge of Studs & C.J. 2(r Equip. Ground made up w/Mech. Fastners-Bond,Gas & Warer 23"2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI- . Wire Size(O ga. or Al 29. Range Circ. / ga. orAI-O n Circ. / / ga. Cu or Al. Insulated Neutral es ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date L ' ` 51 Card B-1 ' ' Date Card B-1 Date t 1 4/ Card B-1 C S Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. C. Ducts Ins f5tion & Support ent Fan; E16Rst above insulation 367 Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date L- I' i I Card B-1 C- 5r Date Card B-1 Date S (i / Card B-1 '3 J Date Card B-1 Date FRAMING (Plans) OK except #'s 39 ils, Proper Material & Anchors 'WWalls -Nailing, Spacing & Bracing -Plates -Sound 4 . Bepring Walls over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) ,Fire Stops; Furred Ceilings -Stairs- hase ub K. ea e & Beam -Size & Bearing & Duplex) Date F MING (Continued) 4 ngers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties -Pu rlin —roof Bra ss hthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat clearance 46. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing s't' 51. Property Line Firewall & Openings 52 Ext. Doors -One T -Check Garage -3rd Story, 2 Exits W Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection p ood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 56.,Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5f Glazing Area -Glass Protection -Skylights -Plastic, 56 Shear Walls; Nailing -Bolts Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date i Card B-1 Date Card B-1 Date i 4( Card B-1 3 Date Card B-1 Date FIPAL Plans OK except #'s .Smoke E . Steps -Door & Sidelight Protection -Landings Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6 Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels [ v 6 . Stairs & Rails 6 Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 411`1. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer 74' A.C. Duct in Garage -Damper . Wtr. Htr.; Vents -Clear r(ce-Comb. Air-Connector-P.R.V. In Garage; Above or-Mech. Protection b., Elec. & quip. Listed for Location 7 Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7Y, Insulation -Foam -Looked in Attic ❑ Yes 74. Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes EV Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ucco; Brown -Finish 1.4 JAI, Plumbing A.C. Unit; Disconnect, CrEW Vents Above Roof; Pibg.-Appliance-Fireplace -Clearance to ater Well; Disconnect, Electrical, Plumbing ✓ Exterior Elec. Trim; G.F.I. Receptacle -Underground Ilf. Ventilation Throughout House . Glass Protection rrections from Previous Inspections . Gas Test -Meters Tagged; Gas -Electric M. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date R -/S - Card B-1 F3 Date Card B-1 Date M,1kJ1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matW, or need additional explanation, please contact this office immediately. W /4%6 a le e t,c , L u - 64 /Z o Ile ,1 1,.,s m J/ , ve,4r Date �� r �� Inspector C— 4A, 1".— COUI,�LTY OF BUTTE DEPARTME OF PUBLIC WORKS - 196 Memorial Wa hico —Phone: 891-2751 • 7 County Center Dr Orovi I le —Phone: 538-7541 747 Elliott Road aradise — Phonpw 872-6307 ' CORREC- ON NOTICE �j•��is 2 o yt4 - g o OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matW, or need additional explanation, please contact this office immediately. W /4%6 a le e t,c , L u - 64 /Z o Ile ,1 1,.,s m J/ , ve,4r Date �� r �� Inspector C— 4A, 1".— `�'o`r�n''7�'�•c-�+,F'�"r".a.--x•�,' "�-�>_'ib" v"Tr�„-. R �, --ssc: n <_- a�'S..�,''��5= COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751, 7 County Center Drive, Orovi Ile — Phone: 538-7541 f T' 747 Elliott Road, Paradise— Phone: 872-6307 ' RRECTION NOTICE ER HLRMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Date /ll Inspector `= i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 4 CORRECTION NOTICE .11S OWNER .. t 0 V9 •910 3ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contactthisoffice immediately. kAnJidL Ga �.cr�a.J / l�e0ca �- I• �/ 2� ioJ� dC Woa{1i•�5 Ay±Ge mon- C,/►s 9LoSr f 3) /�j �•J � t� (. 0 � � b. � ✓8 .D.A?.� J� !if ✓Ai.1/!� IC r.J 0 it Date- 11 - ti 1 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /��y d -5 JWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt r; or need additional explanation, please contact this office immediately. Leo et f X52 s o ta. 4 G -J19 i •y'l 10,41 p-,/ `Bs •t M e/f. 'C- Date— Date 2 /` �� Inspector � CERTIFICATION LOCATION A. P. NO. ROOENERGY F MATERIAL MATERIAL- BRAND NAME ce OT rp THICKNESS y- � THERMAL RESISTANCE EXTERIOR WALL ------- MATERIAL FIBEGLASS BRAND NAMECERTAINTEED THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE) CEILING ------ BATT OR BLANKET TYPE FIBERGLASS BRAND NAME___CEqTAINTEED THICKNESS—THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE—FIBERGLASS BRAND NAME CERTAINTEED -------' ' MINIMUM THICKNESS (INCHES) `Z- NUMBER OF BAGS T PER BAG 25 LB AREA COVERED (SQ THERMAL RESISTANCE (R VALUE) FLOOR, ELEVATED ------- MATERIAL FIBERGLASS BRAND NAMECERTAINTEED THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE)_______ FLOOR, SLAB MATERIAL BRAND NAME THICKNESS (INCHES) THEgMAL RESISTANCE (R VALUE) FOUNDATION WALL --------- MATERIAL BRAND NAME__ THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE)_ I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ' HAWKINS INSULATION 379407 FIRM NAME/OWNER ' STATE CONTRACTOR'S LICENSE NO. / /// L lqb SIGNATURE DdfEET I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. ^ SIGNATURE"GEN- CONT ACTOR/OWNER DATE -1- ..;: �.......:, vi ..V.:.rA..:",6C. ����.��,�..�:. 7Z_O%z5 672__04z5 t_iima[e Gone 11 Insulation Location/Cpmments - Project Title (attic, to garage, =icr., etc.)' 00er- P4(./, -s Uo �T u'r L Foe D e*'?', —1 wA•t�s Project Address c� _ Building Permit # rA Q1LCIt Checked By/ Date Documentation Author Telephone Enforcement Agency Use only Roc perA41-� 2p��—�Q Floor .............. BUILDING DATA .. North Glass Area % Glass 67 516 ---- O' Conditioned Floor Area 0 Number of Stories East Shading Devices i :Slab, tit 3Floor Number of.Units = South —_36 - �K Single Family Detached (SFD) - `. [ ] Addition -Alone West 2 I I • �} (] Single Family Attached (SFA) [ ] Existing Building Skylight 12 8 [ ] Multi -Family (Iv1F) (] Existing -Plus -Addition Total /55 B UILDING SHELL INSULATION - 7Z_O%z5 672__04z5 Comoonent Insulation Location/Cpmments TyL+e R -Value (attic, to garage, =icr., etc.)' 00er- P4(./, -s Wall .............. e*'?', —1 wA•t�s Wall .............. �P �y_� • 630 Roof ............. Roof ...........» Roc perA41-� 2p��—�Q Floor .............. .. Slab Edge..... ---- - - GLAZING . Shading Devices Glazing Area Glass Type Interior . Exterior Overhang Framing Type Orientation (sf) (single. double) (roller blind etc.) (shadescrem etc) (yes/no) (metal/wood) No r- (✓S Z L N, �(!'� ,too JAA. North East (✓f _� I i i I I East SouLh 35 - South 5 -South West l West Skylight....... t— THERMAL MASS -Type/Coveting Area Thickness (slabiemoosed. tile, etc.) (sf) (inches) Location/Descriotion (kitchen, bath etc.) /v HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SB. SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 5.7 53, 'SQO T Maximum Furnace Heating Output: Btuh HOT. WATER SYSTEMS Tank Manufacturer/Model # SYstem Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) V SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) I 1 I` COUNTY; OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 .APPLICATION#AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 064-200-030 ONING RT -1 BUILDING PERMIT OWNER eDavis877-5422 TELEPHONE SO. FT. OCC. BUILDING VALUATION " 150Q R 60 000 OWNER' MAILING ADDRESS W 850 Howe Lane Paradise 95969 480 M 6,720 CONTRACTOR'S NAME TELEPHONE 872-0125 O (7 80 COV O 000 CONTRACTOR'S MAILING ADDRESS 474 Castle v Paradise Fireplace "All 1 000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 75 720 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 361.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 180.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS cir Permit fee $ 566.50 PLUMBING PERMIT Filing Fee 10.00 Magalia QS Yo Ind �rC Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 214 SUBDIVISION NAME Paradise Pines PARCEL MWater I_3S1_3V piping 5.00 ' 00 Each gas water heater or vent 5.00 5.00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other • SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 0.00e TYPE OF WORK New 9 Addition ❑ Remodel ❑ Uti Iities ❑ Instal Iation ❑ Other ❑ Describe work: SFR 3 bedrooms _ Permit Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10 .00 Main service EA. ADO'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. qQ Cq S Classification F1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) F -1I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR AODNS. ACC. BLDGS. , �20sgft 49.50 NEW CONSTR ULTI-OUT NON-RESID BRANCH CIRC ITS .50 ea POWER APPARATUSe SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES 20¢ 0?50 SA 930 30 EX. Occup. OUTLETS IPRESID IFIXED APLNS.KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Dual Pak -propane 6.00 Cooling 3 T 6.00 Hood 3.00 3.00 Ventilation F 3.00 6.00 Permit Fee $ 31 .00 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X � � � Date 612oZg0 � Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demo t' o�Fstruct- ion of structures over 3 stories in height. (// Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 c �-3 c NTTYPE � E TOTAL F E $ 759.50 HAz CUA PARK $ FL P R D/ t/ HD I E This permit is hereby issued under Bions of the Butte County Code and/or work indicated abo for which fees DI C R O PUBLIC By, PER IT EXPIRES to the resolutions le to do resolutions to do have been paid. WORKS ate Receipt No. ' '93 I) WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APPLICAN PDO 2 . � �y� � 1 .1 � �,: �. � � .. z,.,..r. _ � . ' � t i � ' � _ �S _ .._..__ _ r ` .: _ . � , _ , awn COUNTY 0.5 BlftYE - DEPARTMENTOF PUOLIC WORKS - BUI`LDING DIVISION 7 COUNTY CENTER,DAIVE - OROVILLE. . LIFORNIA 9596- TELEPHONE: 916/538-7541 PERMIT A0t C ON DATA SHEET Permit No. OWNER ?G�O�,. YJuutS d A. P. No. 0(04- 2o6-630 Proposed Building Use SE 12 3 l4ckv m Building Inspector Date 26-90 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans ........ Complete plans in duplicateltriplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. Q 2Engineered truss details and layout in duplicate (required prior to plan check) %-Z4T- 96 Y 9. Mobilehome installation data including manufacturer's installation instructions. Fees of $ 5 34, ................................................ I t) 11. Chico Urban Area fees paid ....................................... 12. Par fees paid .................................................. 13 �AV mIS(:� School District fees paid .............. 71177 Sanitation approval from PAVAAsC Health Department ' 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18 Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 20. Pre -inspection for required Pre-inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classification) ... 2 Certificate of Workmans Compensation Insurance .................. ' I v *23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 25. tter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone g12-6125 and hold for pickup at _office. Deliver w/inspector. Other ;,, ,/,,�,/ Applicant J ° """! l oa4l� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submittedprior tor �4�e�w tem not checked above).1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_�honenall—counter by�W ..date F7 Contractor, designer, owner, was advised of above required data by—phone �hone—mal l—count r by r" date Plans checked by Pdte Plans approved by Date Sets of plans on hold in Copy—DPW Filecabfi t`s�as ��'�lold r too8''�2-15 TO Buildina Department FROM: Environtental Health SUBJECT: Sanitation Clearance Owner Location APO Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for bedroom mora -i- re -home. NOTE sem* anitarian Other Water Supply Water Supply are TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location Driveway permit si ature AP # has been issued for the above property. date P _I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC. WORKS p Aysl I;fA - 7 County Center Drive • Orovilie, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER s�/n A' 0,J� �^ 1^ ZONING OWNER'S CONTRAC CONTRAC CONSTRUC LENDER'S ARCH TEC AR CHITEC BUILDING PERMIT NO. BUILDING PERMIT - TELEPHONE S0. FT. OCC. BUILDING VAI UA ADOR ESS Z 7M we Cam Parte ¢�c 959 1 JVIaJ ti TELEPHONE .I LING ADDRESS 72'0 12S ur ION LENDER AILING ADDRESS OR ENGINEER OR ENGINEER'S MAILING ADDRESS )DRES %(nWn YYIa oa Q.1 0 UNKNOWN LOT NO. SUBDIVISION NAME 2k4 /�Ce 0%ta/ PARCE�MAP �I �JUvSEE OF STRUCTURE SFR Duplex[] Mobilehome❑ Other SPECIFY TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: I Fireplace Total Valuation $ TION CeO, n7'S7� 0 Filing Fee $ 10.00 Permit Fee $ Plan Checking Fee $ ' Energy Plan Checking Fee $ Penalty $ Permit fee e . PLUMBING PERMIT Filing Fee 10.00 Each Trap Solar or heat pump water heater Water piping J6 200 20.00 5.0 Z0,6b S Each qas water heater or vent Gas piping system 1 - 5 outlets 5,00 5.00 IdD , Building sewer Mobile Home I S I G W 5.00 0.00 e D (POWER APPARATUS e� SINGLE OUTLET CIR. Code and my license is in full force and effect. Permit Fee $ Ex. Occup( OUTLETS OR FIXTURES 200300 eALO 30 Contractor ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is Ex. Occup. our LETS PIRESID DREA.� 2,QQ ELECTRICAL PERMIT n�,:.. Filing Fee 10.00 --- — -• ruu AMP OR LESS IU.UU CONTRACTORS LICENSE LAW Main service EA. ADD'L too AMP 2.50 I declare under penalty of perjury (check one): NEW CONST. (DWELING OCCUP.11 /22sgft OR AOONS. _C LOGS B - LDGS, // !7� ElONSTNO I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions N.R ESLD R. BRANCH CIC RTITS 2.50 ea ,V (POWER APPARATUS e� SINGLE OUTLET CIR. Code and my license is in full force and effect. License No. Classification Ex. Occup( OUTLETS OR FIXTURES 200300 eALO 30 ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is Ex. Occup. our LETS PIRESID DREA.� 2,QQ Temporary service 10.00 10� not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I am exempt under Sec. , Business and Professions Code Misc. Wiring 15.00 for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare underenalt p Y of perjury (check one): ❑ The permit is for $100.00 (valuation) less. MECHANICAL PERMIT Filing Fee 10.00 1 or ❑ 1 have placed on file with the County of Butte Building Department Heating - 1 a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Hood 3.00 Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith 1 Ventilation `L 3.6b Permit Fee comply with such provisions or this permit shall be deemed revoked. ; i Contractor ` I certify that I have read this application and state that the above information$ is correct. I agree to comply to all County Mobile Home Installation Fee Ordinances and State Laws relating to building construction, and hereby authorize representatives the Energy Inspection Fee $ of Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also occ CONST TYPE agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, TOTAL FEE $�5 r Sa 12s,� costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. HAz CUA PARK scHL FLo PAR PD H ISSUE X Date This permit is nereby issued under the applicable provi- Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ sions of the Butte County Code and/or resolutions to do work indicated above for An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. which fees have been paid. DIRECTOR OF PUBLIC WORKS Receipt No -462r c2 yllS, By Date PERMIT EXPIRES Date WNITC-D.P.W., YELLOW-ASSE33OR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUTTE MUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL•PERMIT 196 MEMORIAL WAY 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95926 •747 ELLIOTT:ROAD OROVILLE, CALIFORNIA 95965 Phone: 891-2727 PARADISE, CALIFORNIA 95969 Phone: 872-6308 phone: 538-7281 i-,: Date Issued EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to .�1 ► D41 (/I -P To construct a sewagedisposal system for: �/C /-/die. Located SEPTIC TANK SYSTEM REQUIREMENTS Septic Tank (Inside Measurements) Leaching Field Length: . . . . .. . . . . ft. Total Length:. .,ft. Width: . . . . . . . . . . . ft. Trench width:. . . . inches Liquid depth: . . . . . . . . ft. Minimum No. of lines . Z . . Liquid capacity: . ,�UQ . gals. �i Rock under the . . . .i�.' inches Special conditions: -n/ Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satfactory inspection by the Health Department is required before backfilling or putting theystem into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee S 70, �J Penalty Fee S Total Fee S ?�� Od Building Sewer Fee S Issued By: 944,e - Sanitarian Receipt No. S31 -278R 7. BUTTE MUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL•PERMIT 196 MEMORIAL WAY 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95926 •747 ELLIOTT:ROAD OROVILLE, CALIFORNIA 95965 Phone: 891-2727 PARADISE, CALIFORNIA 95969 Phone: 872-6308 phone: 538-7281 i-,: Date Issued EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to .�1 ► D41 (/I -P To construct a sewagedisposal system for: �/C /-/die. Located SEPTIC TANK SYSTEM REQUIREMENTS Septic Tank (Inside Measurements) Leaching Field Length: . . . . .. . . . . ft. Total Length:. .,ft. Width: . . . . . . . . . . . ft. Trench width:. . . . inches Liquid depth: . . . . . . . . ft. Minimum No. of lines . Z . . Liquid capacity: . ,�UQ . gals. �i Rock under the . . . .i�.' inches Special conditions: -n/ Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satfactory inspection by the Health Department is required before backfilling or putting theystem into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee S 70, �J Penalty Fee S Total Fee S ?�� Od Building Sewer Fee S Issued By: 944,e - Sanitarian Receipt No. S31 -278R COUNTY 01" BUTTE - P* 2artment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-53$-7541. OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) V e�_. 2. I ha e/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number $" Date - 'v 0 y(� NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 5""+'^s'�z`���f Q"7�"T"yw-..':"'7.'Eiry�"`/`�,"t+«'!yi'v'���'�-•- - ,....4 r-+...'..' r -.r _ _,q-__ Yom. ..." -_... ..- ..- -n. F BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Forint per Building). A. P. Number 0 1 200 - 030 Building Department No: School District `�Q�IaQ City n County © Jurisdiction Property Owner 12ahk b/l,�)ic �(dI�AC �QGt�L( Project Location/Address Qjl�l�i(Qtl1P Subdivision Pa.I64 12JA A Lot Number Residential Development: O Sq. Footage 1546 # of Living MHI Addition (Group R). Units r Commercial/Industrial: Sq. Footage- New ootageNew .,,,Addition (Including Exterior Roofed Areas) 20- 96 Building Department Representative Date (F1oor.Plans reviewed by School District Personnel) District Id No. 9� School D istrict certifies that (Applicant Name) (Phone Number) ( t "-eet Address) (City) .(State) (Zip Code) has complied with the requirements of Resolution No. y ..by the pant of $ pC��Q� representing -_square feet. • q11-1 Ignn Sch of District Representative .Dat PAID BY CHECK NO. REMARKS: BANK NO PAID-BY""CASH=— white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Customer Address p6-qONGF L OW AP-#' D 64— 2 °d- 0 30 L -UMBER. hof' Z1�1 ility •Truss Design f and Floor Systems ■ 89 Loren Ave. Chico, --Ca 95928 916-893-0112 FAX 916-893-0140 4� z. Ir I dB: 18492 TNIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SI18M1IFTED BY TRUSS MFR. .0p, rH^RO :?N4 FTR-I.?6P-H *l IOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 IIR-LARCH STANDARD 4 DU IRE14ENTSAOFS IMCSB .OE RESEARCHUT BO10 REPORTC#29WITH 49. nLL PLATES ARE TO BE CEPTERED ON THE JOINT. LEFT TO RIGHT AND lop TO BOTTOM. EICEPT WHEN LOCATED BY CIRCLE OR DIMENSION. `:EE DRAWING 131.IOR -PLATE LOCATIONS ON TYPICAL JOINTS.' lop CHORD SHAL_ BE LATERALLY BRACED WITH PROPERLY CONNECTED FURL!14S SPACED A" A MAXIMUM OF 24' O.C. Note:.2KNI 13 trese-Eiz or better corrttuvous lateral bottom chord bracing 672" O.C. tsar.. reitticed. Attach a/2 -1.6d nails. 8ra:_oq is not required iE a rigid ceiling lirdis tand attacbedta both ends toatosa dsuitab suitable caterlal to be scup by erection contnctor. tote: Pnttow cbOr4 resigned with an adr,,. LIOnal 19 P;' ceilloa load_ ;X3 ✓!.� y .;Io 2x: /-- -- --- - 3X4 3X0 r 2-C 0 TTPE--RLQ TC X-inr. 1. -Pt N.70 5.41 1R.RR 14 50 10.71 C 8C X -LOC L -R: 9.29 6.94 13.86 19.71 SINGLE CUT NEB !-TCr1.4 N V til) BOTTOM CHORD CHECKED FOR 19 PSF LIVE L(IAD. OJ CD N AtL BOTTOM CHORD SPLICES',OCCURRING BETVEEet PANEL POINTS ARE TO BE LbCATED.AT APPROXIMATELY cn I/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12-1 AND C3 SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. � NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. 4X4 10-0-0 1 10.0-0 ----------..0-0-0 OVER 2 t;P"M = Xs 12 3X4 I -905e W- 3.511 pI�CT I ON r-WTMW TGR SEQid- -224917 FURtl:3i A COPY CF 1"up [gSiUl TO gPltl e�FUEFIr! mitts. ILC. tr16SS oaelrRE EXIMIM Ove E>sVN1PMTR%T*r, esu Nw � rsewoex-rw twr VFRNINv Il -w, ac. erFrtm. ac fvtwnoe r�vc ttEsti 9FC is eDtt lett: to Ir wrin"'w ream ow"t-IE -=I 16-.fsf♦ m ww �= NLS :LW= oe M OdUm t0 e1ltD IK So= M 011111, CL �1w I� I�vLwgI l� ES-�1PII 7E Tru tw W4.1 tr =- ti , 91 1Pt. w", awler11RS ftti5161trr roe ItmrtltMa. tatllrl RIPIt CA E meffocra" dam M Ma fXlwl.M Stfa W&CI9 Aw WE 86 flr n"n'rr5. tftm tpmwwt3 R o,wi i 94M. IF;!Tfm wwftwx s of M om =1`11 1 9"". 1! 0O 9111 tL IA t f 0 t~lt f9�tcrdtL !e rota IRIS At E.'P ml me Lacpin rct stwr rgmgj .v -8-a "Imm yHltMlrtC. iM am,w /loss M ,R- reeOR- -ES "'w"wlf! :rdr.1 Oirlrt fft is 11 SIMMIann tl�llit of aZiri ESlol wnwo w O/iMM VTTu ts'tum: r%WZsll6 OF 6 guffto mr QSIrrL. 1D 1pt IIOS .Y- ORC .ew "-n. ._.RI _ .tdt Bart INat11UfE rm - tnrta/r. LEStoI 9ltu'I0r1ar LTi vm) 0=16111111A., am pai i/R 4i -:11u o 2.0-0 I i R-9CS1 W- 3.50- Cr CJ c cr c1 c C3 C.7 CJ Cr TC OL j[1.0 PSF. DIM ULM4y WZ?5D e t= 5.0 PSE C7 TOT.LD. 35.0 PSF a DLR -Fgc. 1.15 ?ITCH 4:0/12 SEQid- -224917 FURtl:3i A COPY CF 1"up [gSiUl TO gPltl e�FUEFIr! mitts. ILC. tr16SS oaelrRE EXIMIM Ove E>sVN1PMTR%T*r, esu Nw � rsewoex-rw twr VFRNINv Il -w, ac. erFrtm. ac fvtwnoe r�vc ttEsti 9FC is eDtt lett: to Ir wrin"'w ream ow"t-IE -=I 16-.fsf♦ m ww �= NLS :LW= oe M OdUm t0 e1ltD IK So= M 011111, CL �1w I� I�vLwgI l� ES-�1PII 7E Tru tw W4.1 tr =- ti , 91 1Pt. w", awler11RS ftti5161trr roe ItmrtltMa. tatllrl RIPIt CA E meffocra" dam M Ma fXlwl.M Stfa W&CI9 Aw WE 86 flr n"n'rr5. tftm tpmwwt3 R o,wi i 94M. IF;!Tfm wwftwx s of M om =1`11 1 9"". 1! 0O 9111 tL IA t f 0 t~lt f9�tcrdtL !e rota IRIS At E.'P ml me Lacpin rct stwr rgmgj .v -8-a "Imm yHltMlrtC. iM am,w /loss M ,R- reeOR- -ES "'w"wlf! :rdr.1 Oirlrt fft is 11 SIMMIann tl�llit of aZiri ESlol wnwo w O/iMM VTTu ts'tum: r%WZsll6 OF 6 guffto mr QSIrrL. 1D 1pt IIOS .Y- ORC .ew "-n. ._.RI _ .tdt Bart INat11UfE rm - tnrta/r. LEStoI 9ltu'I0r1ar LTi vm) 0=16111111A., am pai i/R 4i r 2.0-0 I R-9CS1 W- 3.50- tiE•' t1.D R 4nE - ��� DESIGN CRIT r R9 -- TC LL 20.0 FS DATE 1001/8B TC OL j[1.0 PSF. DIM ULM4y WZ?5D e 8C oL M 5.0 PSE CR -ENG en w TOT.LD. 35.0 PSF 0/0 LFN. 20-0-0 DLR -Fgc. 1.15 ?ITCH 4:0/12 SPACING 24.0' TYPE GUMN-- ! T A VVV• � - TOP CHOP 2XG FIR -LARCH #1 BOT CHOP& 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH S1 AMANO CONNECTOR REOUIREMEN SAOFSMUST BE I-C.S.O. FESEARCHDREPORTCf2949. WITH ALL PLATES ARE TO BE CEKTEE_-AE0 ON THE JOINT. LEFT To RIGH( AND TOP TO BOTTOM. ExCEPT t1HEN LOCATED BY CIRCLE OR UINENSION. SEE. DRAWING 1:30 FOR 'PLATE LOCATIONS ON TYPICAL JOINrS.' CONNECTOFl PLATES OESIGW-.0 FOR G;=EN LUMBER PEA NOS 'rA@LE B.1B_ (ii) Recwwfdod cormec'_ioo at Val; plate: Slipson TC.24. See catalog C-899-•1 for rMilinq snecificatious. PUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. -C Y. -LOC L -R: 0.29 5.02 8.66 12.34A 1E.00 20.15 25.65 31.71 eC I -LDC L -R: 0.29 5.02 8.68 12.90 2C:75 25.51 31.71 SINGLE CUT WEB 0-2 ENDS. 1.3.8. 10 PROVIDE FOR HORIZONTAL MOVrMENT AT LEFT SUPPORT. (U) BOTTOM CHORD CHECKED FOR ID PSF LIVE LOAD. i0P CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PL;At.INS SPACED AT A MAXIM: OF .24' O.C. ATE: 2X4 #3 HEM ---!:IR OR BETTER CONTJPPUCUS LATERAL BOT10H rrORO BRACING @ 72 ' MAX. O.C. RE(VIRED. ATTACH WITH ?-16d NAILS. BRACING IS tkIT REGUIFEO IF A RIGID CEI! rS aTTACHED DIRECTLY TO BOTTOM CI.OR;rj. FRACING MATERIAL ; B BE IJPPL IED AND ATTACHED AT BOTH EMD`-• TO A SUITABLE c 'jUvIPOF0 8Y ERECTION COWRACTOR. -.'3A4 2-0- 1E-0-0 1 12-10-i2 .2-7-x ---32-0-C 3VER 2 SLVIORTS R-122-31 t7_ 3.50' A T _ TYA _-ALPINE SEEN-- 50141 FUMGSH A COP1 OF THIS DESIGN1TV E;ECTION ALfnm 17t•Tw0w D .000UM ITC wtAG Fafaw Cv"~ rArf 0 0 0 0 o aE;MP0RTANT** Dai wm +r ms"w eec fv% ' ARNING n uaswa ats — .1f O O O O 1zLI>lr it►r Tw(♦ wlSr iFL1rIG�11wS aA NK WIPUTTa. f wor06 9£ 'orf -Ir. fmc waw r>�S O C3 O C twrc 9MVIN Of AM rAuft f0 91110 K TrffS rw CVM ngs � sum� R� WML IfL rHrm- 0 O p rl rtr of `W/I.IR 31NMrrO gmmo- 0r' rPt. mrm fDw! ,^ O -� .K rYIKi/wD rWw 70 swim 60-TYIlm STM RMr flims! Temp tK£9L 1rrll��Ji pT o+atf�aa �r jamrm rtroum4.e�rs tv 45tH a.m aaofl 4 yaw r� 00o srlGCf•A"RNA.V ea#n O Ah'lT C0X=9 RS rOfrlrM fAQL A! RJt7r ADyt ro IDCRTE .i wr1M nvaT►r .Tw. w) mvww y4rAvmw. C [= yfdw. IFJRfli f!01f6Art A' !forgrw go"= OnOSL� 9Tfw ;:;.E offs wm [® cru tts a%= =-i j QCs � .i5I1� Swia4�R: m� MI- of IL"Paw 40r(6 � 9'ECIrrM a fsM M .a� rrGE AR am Tni !rf r1 . tf9tif wrtM i0E GrJOfff 11FIrPO tlfaEw p O C7 O O Em f.rof - fY6S K All rwarrwna. wm - w►rrea. (4'.IITf ssslrzu*[a� a Era GW+rwQr1� 2-0-0 ! 6-6-0 1 A-12281 W- 3.517' CA 9) i vlfv� 0 D D•. V m Q1 N N CD 0 0' w ;:Ey 15 i.2 SCALE - 0.1675 DESIGN CRIT- USC IaEr A427--35612 ITC LL 20.0 PSF $DATE 09/15/09 TC 10L 10.0 VSFr(), M6 C�27 8MOW3 BC DL (U) 5.0 PSFAS-EN6 cT0T.L0. 35 0 PSFA LlEm, 32-0-0 OVR.FAC. 1.15 �-- $PACING 21.0' TYPE SPEC -- V TOP CHORD 2X4 FIA -LARCH f1 BOT CHORD 2X4 FIR-LARc,H 01 WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOWN :WI -2X4 FIR -LARCH 61 CONNECTOR PLATES MUST BEINSTALLED IN ACCORDANCE WITH L REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 62949. ALL PLATES ARE To BE CENTEREO ON THE JOINT. LEF TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE OPA14ING t30 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - NOTE: 2X4 63 HEM -FIR OR BETTER CONTINtY-AJS LATERAL BOTTOM CHORD SRAC.ING @ 72' MAX. O.C. REOUIRED. ATTACH :PITH 2-160 NAILS. BRACING IS NOT REGuIREO IF A PIGID CEILING, IS ATTACHED OIRECTLY TD BOTTOM CHORD. BRACING MATERIAL TO- BE SUPPLIED AND Ai'TA''W0 AT 6011 ENDS TO A SU11ABLE '-UPPORT BY ERECTION CONTRACTOR. 0)) Ll W 5 X 4 1.5X4 TC X tOC L -R: 0.29 4.43 7.50 11.75 16.00 23.59 '31.71 n ' D BC X -LOC L -R: 0.29 7.50 SA.72 19.71 23.59 31.71 C SINGLE CUT W-6 6 -TC: 1 :2 ENDS: 2.5. 8 D QU) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. I TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. iC r.' CONNECTOP PLATES DESIGNED FOR GREEN LUMI£R PER NCS us TABLE 9.12. 0 0 12 `o0 3x6 8X 12 J^CJ 2-0-0 ;6-0-0 t6-0-0 e�? 0„0 7--6-4 1-7-2-e 17-3-8 4 I- OVER 2 SUPPORTS R -1228f k- 3.5D" . PLT. TYD.-A2,PIf1E SEUN-- 50147 FLMISH A COPY OF THIS DESIGN TO ER£CT10N CONTRACTOR REV 15.1.2 SCALE = 0.1875 8427--3561 0 0 0 o cm o �umwwm wmcm oc MOMS amoE awisoc nm **IMPORTANT 9&rA mi ae aearons MT nOl AtYWARNING a m cuw- a�na� ro DESK CRIT: UBC REF 20.0 PSF DATE 09/15/89 ssa + �es�uur.6 oa .w+ WITH W ,aap: w.ea Aar. -is. a+�mc amO name TC LL �.r. ►Ansc A sutao T.e r+us .. corv..ai m�wen�av ao a®amC..aartae+� . � TC DL 1Q.0 P5F ORMCa CAU6iU27 80256005W= OEC FW AMTS WOL 3Maa sreza aaa.. erucse �sros.es uat� oa.rFaaaa8CDL (U) fl PSF C4EN5o AFROU .e arm..rns� naw �e c.ra . ,Aa..,sewjwmne c. is" A+ae � A scm fs C"m gp.aL EE t4www" aati�s Wn" �T A...om.LI+om ns.a�ut CAQ TOT.LD. .�+. 35.0 PSF o/A LEN. 32-4-0O ,�,. �.R>, ., .� Le" mAm km ma WaoaC W18M AE .' �UW YIPS d1WETMIg VMM. 60"M OSO Wl" WC30 � lle ea&VentQTS+ DUR.FAC. 15 :rwa�w� awwa� wf s. arm amuLsos .s svatrmb of Ot-m ro •�, •�,+ E6W. RT f VE ��� rtsal� toO01. SPACING 2, . c' . TYPE SPE C-- 0 o a u C-3 o .—.n - MM MAZE MV'( a+E. sMuc¢.rma RN MOM =ftn8Cn0- `pq IPUTER INPUT (LOADS 6 ClIMENSZOHS) SUBMITTED BY THU55 W H. P CHORD 2X4 F[R-LARCH 55 T CHCRO 2X4 FIR -LARCH #i WEBS 2X4 F[P-LARCH STANDARD NNECTOR -PLATES MUST BE INSTALLEO IN ACCORDANCE WITH OUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. L PLATES ARE. TO BE CENTERED ON THE JOIE(. LEFT TO RIGHT AND P TG 80rTOM. EXCEPT WHEN LOCATED 8Y CIRCLE DR DIMENSION. CRANING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.' 3X6 12 a_oo� .e 5X.4 16-0-0-1tra—Q—o TC X -LOC L -R: 0.29 8.41 16.00 23.59 31.71 n D BC X -LOC L -R: 0.29 8.41 16.00 23.54 31.71 C rA SINGLE CUT MES 0-BC:3 :2 ENOS: 1.5 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. v TOP CHORD SHALL BE LATEPALLY BRACED WITH PROPERLY CONNECTED �y PURLINS SPACED AT A MAXIMUM OF 24' O.C. m CONNECTCR PLATES DESIGNED FCR GREEN LUMBER PER NCS TABLE 8.18. 0 . 01 01 i -a 32-0-2 OVER 2 SUPPORTS R-1262# W- 3.50' LT. TYP.-ALPINE SEON-- 62171 FURNISH A COPY OF THIS DES16N TO ERECT10 a o 0 0 o v **IMPORTANT** 9lai � rs � no m rptams Aw �� � AANING at I..oufa taaTtor .. C O c Itrt�tiol i4 orfs 91EvtOrrtwa w aw WTExrm TIIIIcim.sm 'off -M'. wActw WM TTIIls6� O C7 an$ � v YR s anc � NVA vw now U �a[+aaw aao fi�lBONtOi-•�RI . is C O O r %tra nE laarlIiv StAM00 e1o' W tlS. APTE "M Caail M *=fflOK WUCU PERM- _ .O * o w ••r•••ct w® SOW A aa�c sft aw= SWM .err %%Ness rQ1i1a84"M. uaAm anarm — Ai.P1 a 01WMISE cool atom 43KOt OM s AM "AS OWE a loci Ili► Oso SWL GE WOOLLY COMM C .t/��7 Ca�BIT1R efM FJ® a FJa1 .Diff Io {QBE wrim �@=F Y aYTap® Rrr®.}aCNMM TFaS O 3MM. MOWS IQA16 .EE r 1vo.1� ayes otlraicE 7wr wtTa1 oao 1811 .Lim lE1L➢! A oncas octal st laorlas tasloal n/a uoltaat nlpt�af. ! .s 9mste. a arsm. an rat wa TMIC '7 rroa aro wM em. CESM 1971 POE oWtAq% R HEAT® UA10M. O O O r' Cl ^J .�. _ .e.... u.� nr<. rn�re rw air cera% �zazsa asrafl'�77� F'Rr ® CA TfnjcTcm 12 . 3X6 N& C09384S 2-0-0 EM 6-3043 R-12520 !h 3.50' 6CTOA REV 15.2.5 SCALE - 0:1875 DESism cam UBC DEF R427--4913` TC LL 20.0 PSF DATE 11/20/89 TC DL 7.0 PSF CP'MG CwAW7 89[2 wl% CA BC DL (U) 5.0 PSF CA -Em TOT.LD. 32.0 PSF O/A LEN. 32-0-0 MA. FAC. 1.15 PITCH 4.0/12 SPACING _27.0' TYPE CCMN-- u O r M )P CHORD 2X4 FIR-LARG?i 01 )T CHORD 2X4 FIR -LARCH 41 WEBS 2X4 FIR—LARCH STANDARD )NNECTOR PLATES Nusi BE INSTALLED IN ACCORDANCE WITH :OUiREMENTS OF _T.C_8.0. RESEARCH REPORT 02949. L PLATES ARE TO. BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 1P TO BOTTCK EXCEPT WHEN LOCATED BY CIRCLE OR DINENSIDN. :E DRAWING 130 FOR 'PLATE LOCATIONS CN TYPICAL JOINTS.' }P CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED ISLINS SPACED Ar A MAXI" OF 24" O.C. 3vectional framing is not the responsibility of the truss designer, ate manufacturer, nor truss fabricator. Persons erecting trusses e cautioned to seet advice by local professional eogineer garding conventional framing. is truss is designed to support additional concentrated load(s) ere shown. )'Bottom chord ebecked for 10 PSF live load. i0-0-0 t.. 150 12 A4: 4.� R-1105 f W- 3.50 - IPUTEA INPUT [LOADS 6 DIMENSIONS] SUBMITTED BY TRUSS MFR. _ TC X -LOC L -R: 0.29 5.02 8.68 12.34 16.00 20.79 25.57 in BC X -LOC L -R: 0.29 5.02 8.68 12.90 20.79 25.57 D C SINGLE CUT WEB 9-2 ENDS: 1. 3. B. i0 D / A Contractors Warning: N This truss is designed to bear,and/or support 4 additional loads at specific locations. m Particular care is advised during installation r0, to ensure that this truss is erected properly. rr CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS W' TA2LE 6.18. O O d Note. This t-uss designed to support additional cmxentrated load per truss fabricator's specifications. 5X8. :6-0-0 i2 -l0-12 � 12� 1 0 -iO-5 OVER 2 SUPPOR 9-:0-5 T. TYP.-ALPIM SEAN-- 62919 Ft"ISH A COPY OF THIS OESISN TO ERECTIC 0 ** I MP`0RT AN T * * . Ile i Fm WARNING as a«Ga� e�oo� am 7 O O O aEvc/f!a cis 7Eg waxnrAs Iva Ot A r nEyLTUn Pow mfmeda.sm ma -mer. we ® "Kamm C=3 C= o INis stn+ 04 AM 6A3LLFE a UMD flE intoe a COWORMOM CUWCrPff AND iQOOOO.imti-�t� . W1 C= O O RAs 11E *WAL1TI STAKDAM Q=W a7 rT. MJOE CO M6 flss wzm Wt oaozr mL OOZn. PvwA_ 7 O O C! WE %~ACTuAW Af01 10 LNC "%AKE= %T8. &MUU +stltr 4 AOMMOMM. tri aTst:A w =1 j1 PT C=3 0TWO M 7T EETDC SMVO M� 99MA*S CY1C.. 9OR TIP QOO OWL E LASFNLLT drCM �L i AVftI CDWDGW M W OWM 1145 al 9104 0= 00 UXAM AS VCM AOPEIIt LTfl%D4M PlwOM 9EAnnW. ::I Tms:s Q mum. 46.00a Doane ME 4- %==*L Ua® ar"rN Q Sow. I ODT rat Mau Inas sato .Imung as wacne nmmm s+A+aum Oram .Tn AA0.TOeiE 000"Sme Oq Aa VMW9m a iqZO m ter .mw -ens 4X3 F134 2-4-6 :xe 2x4 1 P-9420 W- A.38" 0100A REV i5.2.5 DESIGN CRIT' UBC TC LL 20.0 PSF TC OL X10.0 PSF CA 6C OL �._ (11)5 . Q PSF TOT.LD. 35.0 PSF rsm car_ 1 _ 15 x.wut - V. REQ A427— DATE 11/2 DRM6 CAtrMQ7 CA -ENS MSS O/A LEN. 25 e�ao100� �' u^ ds: 18492 op r11^R0 2`(4 FTR-L-?M -H . tl IOT CHORD. ZX4 FIR -LARCH 91 WEBS 2X4 IIR-LARCH STANDARD THIS DWrQ. PREPARED FROM COMPUTER INPUT tLOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. :ONNECTOR PLATES MUST BE INSTALLED 10 ACCORIANCE WITH 41:OUIR.EMENTS Of I.C.B.O. RESEARCH REPORT 02°49. 3LL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND 1OP TO BOTTOM. ETCEPT WHEN LOCATED BY CIRCLE Ott DIMENSTON. SEE DRAVI11G 131 fOR 'PLATE LOCATIOKS ON TYPICAL JOINTS. - 10P CHORD SHAL_ iE LATERALLY BRACED WITH PROPERLY CONNECTED iuRtI11S SPACED A" A MAXIMUM OF 24' O.C. Rote: 2:C4 113 befit -Fir or better eolttiulxouS lateral Deno: chard Sracin4 If2a O.CCldd txlling ti5at'.actt+edhdirectla totbottom Ck*�rd- Bracinis not 9�irEd eatertal to be saWlied and attzcbed a Moth ends to a suitable support UY erection ooatz3ctor_ Fate- .Fntttm chor3 fesigned with no aWALLODal it) P:' ceilloa load. 3X4 UKv, TC V-inC 1,-P! 0.7f1 5.41 !R.RN 14 STt la-�T 22 C BC X -LOC L -R! 9.29 6.94 13.86 19-71 SINGLE CUT wEB !-TCtl.4 N 4 40) BOTTOM CHORD CHECKED FOR 1B PSF LIVE LOAD. CD N ALL BOTTOM CHORD SPLICES',OC.CURRING BETWEEN! PANEL POINTS ARE TO BE LOCATED. AT APPROXIMATE! Y N 1/4 OF PANEL LENGTH FROM PANEL POINT !WITHIN 1Z-) AND 0 SHOULD NOT OCCUR 1N PANELS NEXT TO A PANEL POINT SPLICE. CD NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 9-9Z- �\ X3 X4.00 !� 10-0-0 1 10 -0-17 ,, i ----------- 70 0-C OVER 2 '.;Wv iRTS--- :rn 1-905D Y- 3.55' i~tt ATF TY?E--11"IBE _ SEUN--224917 FL14ti:24 R=.:DF'Y OF 1141S MSIGN i-3 EA'ci: ION CONTROCTUR .� consc E ERR one c.= o C= 0 0 o u o 1 o ca t 3 G I t _= o 0 � 0 t of11E Fw"k ! frSxmrs. NIC. t RRItPOeTM1'TAR Aoki kW RE �a61AF-v ae VMNINv !n wBatt,c. 1Rftm me 1RTUIt1t71 f4m nom SVF.L1F LERIMIG WSW 0t7lRft4lf F6W Ql NCZE lar 71—.mw aC OW 4"t—: IWS :LSM to AT falluM. M QUID 1L tt n B1 OW=TBZ Oa .mv fm 01cwt 7Cnt wms F!rt% WE Inal nE-WQ.itt 7DItIm1. fFfaUL' 9R WI. RPM rjmEmm rAn=UN roe matt �� o,1 wwo- CA 1w "mag C10" 'BM+ 20 � taL.� S1En 0"m Nor OOLVC 01mm" �w m ug mwtgg nna:v ?K Swam. IFFTt16 IEMRMxm ti P7 am SKM R Vd M1. sw Con 0"Lm tSIRB C=g !a WM F895 1n EX3 AVS 00 UOTM rG n," pgmwLv Qt BIDED ft vw= ➢B11B1tIC. iAc" am1FL• f1wHS m q- MrwvL 0"s.-Im ix two -m Otn" 04wo nim UtLiR cmtoc at WWMC f Ic"301 smumaA man VTTM P7twi: fBOr2SWAS 6 6 9ELo'tm Ow QSIE1lwan wt TIQS ��� I1� •1�' �--n w-;f.� NAM �1-T �7�'�'^ tt'�!` 1,!�� wAfE afr,lluir, Im - Mftdi. tttsua g"tolOTim fBR rtal molal 2-0-0 R -3C5! M- 3.5D" asY TC LL 20.0 PSI=DATE 10/9110 TC O 1 tI.O PSF- m cmisR%v ny= am 8C OL PSFIN M -ENG /1t m.m. 35.OPs>FO/R LEN- 20-0-0 out-Ffc. 1.15 TCH 4:0/12 SKL I NG 24.0' 1 TYPE GUMN - - UV[J• � TOP CHORD 2XA FIR -LARCH 101 BOT CHORD- 2X4 FIR -LARCH 111 WEBS 2X4 FIR-! ARCH SI ANDAF10 REOUIREMEN SPLATES INcB.O PESEARCNDAEPORI #2942. WITH ALL PLATES ARE TO BE CErj'� E13 ON THr JOINT. LEFT TO RIGHT AND TOP TO SOTTON. EXCEPT %HEN LOCATED BY CIRCLE OR 01MENSION. SEE DRAW114G 130 FOR 'PLATE LOCATIONS ON TYPICAL JOIN(S.' COHHECTOP PLATES DESIG►4-D FOR GP.E"f LUMBER PER NOS TABLE 6.1B. (H) ReconT—ndea ceonectioa at valf plate: Simpson TC24. See catalog C -89R-1 for aaiTinq specifications. 1 PUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS 14 A. _C Y --LOC L -R: 0.29 5.02 8.66 12.3A 1E.00 20.75 25.65 31.71 eC X -LOC L -R: 0.29 5.02 8.68 12.90 2C.75 25.51 31.71 SINGLE CUT WEB t-2 ENDS: 1.3.8. 10 PROVIDE FOR HORIZONTAL MOrMENT AT LEFT SUPPORT. (if) BOTTOM CHORD CHECKED FOR SJ PSF LIVE LOAD. ,0P Ci-nPd) SHALL BE LATERALY BRACED KITH PROPERLY CONNECTED "1 -INS SPACED AT A MAXIMLW OF 24- O.C. +TOTE: 2X4 ;3 HEM -f: IR OR BET rER CONT IN UC -L'S LATERAL BOTIOH rHORC BRACING @ 72' MAX. O.C. FIE(.A)IRED. ATTACH WITH 3-15d MAILS. EI:lACIn'ti TS rk'1T REGUIPEO IF A RTG:O CEILIMG r,S ATTACHED DIRECTLY TO BOTTOM CARO. ;RACING MATERIAL (0 RE S+JPPLIED AND ATTACHED AT BOTH Et(D`_ TO A SUITABLE BY ERECTION COWRACTOR. f .:) 7,44 CD ' O O G: 2-0-0 1E-0-0 i6-0) ?.- 0-0 12-10-12 112-7-4 16-6-0 }�—--32-0-C 3vt►T 2 SUP��7RT5 cas1229# a= 3.50' R= i2Z'3D 4i� s.50' aEv 15 1 SCALE 0.1675 PLT_ TYP:-ALPINE ��% -50141 F4 r1�:I5N A COM OF THIS OE069 TL' E ECTION CON'TRACTOA rrF .2 GESIGN CRIT: UBC REF 8427--3561 0 o aaYUE [tc•ocE7Eo �L PC TiiQ F7YOr f7T1fr6 * I MP0RT ANT* * teat Poo er RSC61StE sa p RANI NG was- aEsrsvn aY ITC LL 20. B F`rsF DATE e9/ i 5 e r� 0 o c+ C o �c r.ttu.r� .esr sFcvser1+1r11c a ON Evurq. • wvvs SIX yr-rc. wmcnw. m Mamm fwFS to C"""Oft r.o 4D1l/�.fL+R•�rW . �I x `TC �. 1Q. 0 �.� DAK6 CAtJ5 789254003 O o.sr! C7 r,us VrStW T� 1M fAAAM m 9+tla K Tw VawtTT swwearea eT rot.rinc natt ats+A rat arr�wa WMIA6 rgrt- ,rIr"'so'*IF""S{K£$ Tl7�Ji 13C Dtill 5.0 PSF CA --ENG tC3 —PWss1Y/.C:7/mrW k2;; 70 C►t11W GOLTYIIm "M OF 4"111 AO6 OrM n glaw Top CAM S l..W_ t ifFAM.IT 10"amuCA •TIbi71a+..+eD 9ERT,O6Cypq 1�E1ErTS �!, 3G-0-0 zz.LD. 350 PSF o/A LE wtT tvf�rlac m�M, r.¢z •r earn +0trr .o uetuE w. .cM, gp{flT n0E AR 6JRlfi •fprRSuE �� !ortrun O...... ,CA" earva, o4O VT M Trim am rm Q1 IF&CJ <.�j=7 p(JR,T=AG. �`�c SSrA -mm"an r�or �A �/RTC1tF �Of6.1116 16 .yK9rrr11d E<Sti1 6101 r.ssal.s,Msoerrsari +rt,Teo1areE� $PACIW ]24.0- TYPE SPEC -- O =am O C) O O C7 +o...s !R11, —.Tpt 10dlK�rC Tw"Imtr!• OW - 110UPWA. CO&M 9iFrMCAr1O, Ni'C7 (O++rr�Ttdr /�(p� JOB: ,25337 THIS DWG. PREPARED FROM TOP CHORD 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR-LAKH 31 WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOWN :M1 -2X4 FIR -LARCH 01 - 'CONNECTOR PLATES KJST BEINSTALLED IN ACCaqOANCE WITH 11 REQUIREMENTS OF I.0-B.O. RESEARCH REPORT 92949. ALL PLATES ARE TQ BE CENTEREO ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE ORAWING 130 FOR "PLATE LDCATIONS ON TYPICAL JOINTS.' NOTE: 2X4 g3 HEN -FIR OR BETTER CONTINLy_XIS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH :PITH 2-'164 NAILS. BRACING IS NOT REQUIRED IF A ;;IGCD CEILING IS ATTACHEO DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TU BE SUPPLIED AND ATTACHED AT 601H ENDS TD A SUI'A3LE UPPORT BY ERECTION CONTRACTOR. i . 5X4 BX 12 3X.0 5X4 link_9 PUTER INPUT (LOADS 6 01MENSIONS) SUBMITTED BY TRUSS MFH. - TC X -A -0C L -R: 0.29 4.43 7.50 11.75 16.00 23.59 31.71 BC X -LOC L -R: 0.29 7.50 1A.72 19.71 23.59 31.71 SINGLE CUT W-8 S -TC: 1 :2 ENDS: 2.5. 8 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD - TOP CHORO SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 2d' O.C. CONNECTOP PLATES DESIGNED FOR GREEN LUME:R PER NOS TABLE 8.12. A 00 �. 3X6 J CNt �(tr•. • ..�C. if n D C �n D A N v tcI RJ (A CD0 0 <r ° 2-0-01 _ 16-0-C 15-0-0-� 7-6-07-7-2-8 17-3-8 I u -32-0-0 OVER 2 SUPPORTS - R -12.28f 01- ?.�0• R-1220/ M- 3.50' . PLT. TYP.-AL PIN1E SEi1N-- 50T47 FURNISH A CORY OF THIS DESIGN TO Ei_CTION CONTRACTOR REV 15.1.2 SCALE - 0.1675 A.Pac DESIGN CRIT: UBC IREF 8427--3561 o a a o a a * * l W0RTANT * * br �wonsaE .�.MARNI N6 w wwuns e�srrar ro 20.0 PSF DATE 15 95 aErurn" "M ..� Waera.jiwC oa u.+ W"AlUM , w.em s on-�. apo.ms 11= .w�a TC LL Vwm oOMM m rn rAyunc .o Amo 1w news r. a»nrwrre .earoo+rta6-.rt1.g TC DL 1 Q. Q PSF DANG rALS 127 99258005 wnw rM lQR L Tv Oswmm mtw of rA "OE vows ae%M FOP PMR DOW& 9EOY VOW - "IN V6Veom'a sr@L 0"" eo.css ramroMpolm valet On[ER.Q� (U) �.0 P5F Ck-EN6 A=3 me smov cris® Aw 2e � ErIps �w"t �r �,., >� awE . �..� ,v Oleo �..� ..-ft- cA DL 0 32-0-0 IrpLTC@ Ct06'o0"" s/CFs •VSoe" wr.c ry 16AW Gra. a.OrRt Artlodwokn000 ws/al4 TOT.LD. 35- PSF 0/A LEN. 9Ow. rAeomm ollon am 1' .sant "ten alwP-Ig vom. mrd ous am w=5 QYf�B ca wacr a OM"N mfQy tlE mm DUR.FAC. 1.1 omm vimumm wwoom MI• ArmscOLi ao.mas /s 9mccrKo a. os w �� E611o. RTr FOE r�'rYONr fR4r� tao. SPA :IMG 2� . 0� , TYPE SPEC -- a CES e u c� a acre arra tow't" � *m - -.:� CFsr WEUOF=6rs rR m.erwirna. CHORD 2X4 FIR -LARCH SS f CHCRO 2X4 FIR -LARCH 01 WEBS 2x4 FIR -LARCH STANDARD 4NECTOR•PLATES MUST BE INSTALLED IN ACCOROANCE WITH )UIREMENTS OF I.C.8.0. RESEARCH REPORT $2949. PLATES ARE. TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TG BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ORA:VING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' 3X6 a_a0✓ 3X4 1.5X4 5X4 5X8 IPUTER INPUT (LOADS 6 OIMENSIONSI 5UBMI I itu t5T IHUa7 PW-". TC X -LOC L -R: 0.29 8.41 16.00 23.59 31.71 BC X -LOC L -R: 0.29 8.41 16.00 23.59 31.71 SINGLE CUT WES #-8C: 3 :2 ENDS: 1.5 (U) BOTTOM CHORD CHECKED FOR 10 PS= LIVE LOAD. TOP Ci-tOM SHALL BE LATERALLY BRACED 'WITH PROPERLY CONNECTEe PURLINS SPACED AT A MAXIMUM OF 24. O.C. CONNECTOR PLATES DESIGNED FCR GREEN LUMBER PER NDS TABLE 8.18. 16-0-016-0-0 3X4 4.00 3X6 1.5X4 I 12-0-0 — 1 32-0-0 OVER 2 SUPPORTS R-1252# W- 3.50' .T. TYP.-ALPI>•E SEGM-- 62171 FURNISH A CGPY OF THIS CESISN TO EfECTIG =3 0 0 0 o a * IlIRORTAHT�E 9wL iot weiratsi[a��rei ARMING no "VoLom as=1 1 w AA Wn"tM foes MEN WUNtdrtos w rre wMarM sWti.i.3M fro -W. 900CM .m r Pimm fen$ a� a oR F^UAW 'M OVA 9W UNM n rsAEv "WMeRa"19dWtaW �tRi .t8 vita etc •Urate. summa astn' W te4. LltE Tws tdirst ria amIrAK VOAL PH"'I mE ..� ar•v m aw[ aamats SWG vorr wces rmttee.a. kdO tMd trrt W= 01WMISE q=Ka � FMo�loWn t/ AM ...a t7l M A "M ta. mm SWA se tATOKAY ma m WLv r�6TaR CC MM foil® R SA=r/a .A UWAQ .ItTM "w%pLy ArrAo® OLMOM Bttfm 910vi1.ff-AAM SUN= ASE 4' AofoitL Oats 6T UME 2M WrIMoatsVIN .bite CER -00 CK ttatnee a=m 3URAyQ. ms7lUv /►m Aomrcx t o"walac S As 9E!!/tst w tate. m vat ma rots roc Rio rent vR1 _ gone etu POW 1FtAmw ImAlm umm. =3 O O O C=3 =3_ �... e.� ,,,e.ra..s vAts Aur rATUt M w %MM"rAr= Fag .OW "W rtftkyam f� • Em 63P91 4' R-12520 W- 3.50' kCTOR REY 15.2.5 SCALE - 0:1875 DESIGN CRIT: 1180 iEF R427--491 TC LL 20.0 PSFDATE 11/20/89 TC OL 7.0 PSF ORIf6 cAuw<eT A!>o2al CA 8C OL (U) 5.0 PSF CA -ENG TOT.LD. 32.0 PsF o/A LEN_ 32-0-0 Mq.s:AC. 1.15 PITCH 4.011 SPACING 27.0- TYPE COMM -- u 0 r .S F P CHORD 2X4 FIR -LARCH Ot T CHORD 2X4 FIR -LARCH 11 WEM 2X4 FIR -LARCH STANDARD 4NECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITS; OUIREMENTS OF _I.C.B.O. RESEARCH REPORT #2949. _ PLATES ARE TO. BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' CHORD SHALL BE LATERALLY BRACED WITH PROPE;�_Y CONNECTED ;LINE SPACED Ar A MAX I" OF 24" 0. C. ventianal fraslaq is oat the respoosibilitp of the truss designer, to manufactures, nor truss fabricator. Pessoas erecting trusaw cautioned to Beet advice by local psofesslocal engineer arding conventional framing. s truss is designed to support additional concentrated load(s) re shown. Bottom chord checked for 10 PSP live load. 10-0-0 t 1501 12 4.OU� R-l�05f k- 3.50" sN1-u1 tH 1NF1U1 ILOADS 9 OIFAENSIONS) SLUNITTEO BY TRUSS MFR. TC X -LOC L -R: 0.29 5.02 8.68 12.34 16.00 20.79 25.57 n BC X -LOC L -R: 0.29 5.02 8.68 12.90 20.79 25.57 D C SINGLE CUT �IEB 9-2 ENDS: t. 3. S. tO D A Contractors Warning: +u This truss is designed to bear and/or support v additional loads at specific locations. m Particular care is advised during installation m to ensure that this truss is erected properly. W CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS W TA2LE 6.18. 0 O Note: This truss designed to support additional concentrated load W truss fabricator's specificaLicros. 5X8 15-0-0-19-10-5 -i2-10-12 1 12-21-10 -10-6 OVER 2 SUPPORTS - r. TVP.-ALPIM SEAN-- 62919 FURNISH A COPY OF THIS DESIGN TO EFECTIU 1 0 0 0 0 0 **IMP'ORTANT**aawt zm tease `"WARNING =i«nwematm me 1 0k-ii wwArraf mor vEg vecrru►.nsS a, yam UET&M r UWWWO.SM M"_M'. weave ® naEMS 1 0 1MtS GM06 w rA Ah3UPt n WAW rE nun m aarormv Am wtvamroal�..frr� on 1 D ar;% nE *qvA ry srrdn taloa' a• rl. AyW COME!!Vs nos iso fel � UPCCD . PUNA- fr! ws.rns® not M c+fM s.tU1� MIL rani cele bads Ileaug �mMU. uata awaaicQ"*0U==MELTM MEWFOOM OF � #NM 4 M[ a. SOW nP 0CF0 VWL E unRW.T 61r®aft" 0"NZWM 1a ami FA= at =M Doff 0O UWAN TA M PI VM11 s�or..Eaos mnE +aE .- wart ua® antras saw. aaraM cow •car Dam MUM of Irec"a sESM" swan coram .fn usito.aY aofasme wl An sssantn as wim ao mer •am -mm "M we IT" Mm.. -10r01 S71 POW +E`alGf► t WAnD LMWQ. 4X3 13X8 7 2-4-8 5X8 cX4 � � k *� j*. P-9420 W- A.36' �+ %C7GR REV 15.2.5 SCALE - 0.2WO DESIGN CRIT: UBC REF A427--50089 TC LL 20, 0 PSF DATE 11/27/89 LO TC OL 1 10.0 PSF caws � eMmA . r+ CA eC OL �. 115.0 PSF CA-ENGMS0►, v, TOT .i0. 35.0 PSF O/A LEN. 25-10-6 DW . FAC . 1. 15 1 __. Return_ -to 1DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ;� `O "'# Q FOR RESIDENTIAL DEVELOPMENT ' 9 Section 215=8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned j Re:c F-ee 7:.00, 90-040093-' for agricultural purposes, and residents i 1 Check of this property may be subject to incon- 5 Recorded veniences or discomfort arising from the f Official Records to use of agricultural chemicals, including, !County. of�� r ; but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit , Candace J. Grubbs -j of agricultural operations including, Recorder but not limited to cultivation, plowing, .1:21pm :18 -Sep -90 X spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: State ofCalifornia ) SS County of Butte ) OFFICWL SEAL VALERIE E RICHARDSON NOTMY PUBtJC • CAUFOftN1A WYM CCUMY J%V My Cann Escpae. hb. 18, 1992 PROPERy OWNERS: On this the 18th day of Sppt _ , 199()_, before me, the undersigned Notary Public, personally appeared GEORGE T. DAVIS and ANNA T. DAVIS E] Personally known to me. 0 Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. INN WlTNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 030.000 V CcJ�� ���Publi�c�� Notary n 4 NC ORA H3 I �.i:�3 , IHNAV VAA, CM Policy Numbe.c_ 334914 SCHEDULE C 90-40:0-91 o-4O.li91 :9 a Order Number- 6991 The land referred to in this Policy is described as: All that certain real property situate in the County of Butte, State of California, described as follows: Lot 214, as shown on that certain map entitled, "PARADISE PINES UNIT 14", which map was filed in the office -of the Recorder of the County of -Butte, State of California, July 15, 1971 in Book 38 of.Maps, at pages 37, 38, 39, 40 and 41. EXCEPTING THEREFROM all minerals, 011, gas•'�asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside of the surface area of the land herein described, and that no damage shall be done to the surface of said land. END OF DOCUMENT CLTA Standard Coverage Policy -1973 Page 4 EUV-Owo 52 6° _. _..... _ .._ _�.._.�..�..�.... S Z 6 sc«e.� . 2 72 Rim- f�36 Xre. �rgcdP�s 6 S. Infiltration (Air Leakage) Specification _ . Points SUmdard 0 6. Glass Heat Loss Total 1. Ceiling Insulation 1 na 2 Number of stories ' Percent R -value One Two Three .41 to R-0 -103 -49 32 Double R-19 -8 -4 .2 less R30 .2 -1 -1 -39 R38. 0 0 0 i� 1 U -value 37 -26 -14 3 0.50 •176 -84 -54 -29 -19 0.30 -102 -49 -32 " ' f 0.10 -26 -13 -8 ? 12 - 0.08 -18 -9 -6.. . l 0.06 -11 -5 -4 28 0.04 4 2 1 P 0.02 - -4 2 1 -52 -17 0.00 11 -'" 5 3 13 26 -49 -15 2. Wall Insulation -1 ' . 14 Single- Single - -46 -14 -7 Family Family Multi - 14 R -value Detached Attached Family -5 R-0 -68 -51 34 23 R-11 0 0 0 2 R-13 2 2 1 37 R-19 . 8 6 .: 4 9 U -value 21 34 -7 0.80 -153 -114 -76 15 0.50 -91 -68 -46 0 0.30 ' -47 -36 -24 a .. 0.10 0 0 0 6 0.08 4 3 2 h : "!. 0.06 9 7 5 12 0.04 14 it 7 .. -1 0.02 19 14 10 17 0.00 24 18 12 4 3. Raised Floor Insulation 13 17 - Insulation in•Floor 1 6 10 Number of stories 17 14 R -value One Two Three 10 R-0 -17 -8 -5 -12 R-11 -3 .2 -1 - R-19 0 0 0 6 R-30 3 1 1 19 U -value -6 7 - --.0.60 , -144 -70 -46 10 0.50 -120 -58 38 14 0.40 -95 -46 9 -1 0.30 -69 -34 _22- 17 0.20 43 -21 -14 12 . 0.10 -17 -8 -5 20 0.08 -11 -6 -4 Two +. 0.06 -6 -3 .2 2 0.04 .1 0 0 3 0.02 4 2 1 Single -Family Detached 0.00 10 5 3 _ -4 25 or -24 to -14 to to Controlled Ventilation Crawlspace SE HSPF less -15 . -5 _ +5 Number of stories more 0.72 R -value One Two Three 0 R-0 -11 -7 -5 2 R-5 -4 -4 3 8 7 6 5 R-11 -2 -2 .2 • R-19 -1 -2 .2 0.90 •i- Slab Edge Insulation 17 15 13 11 9 - Number of Stories -- 20 18 15 13 R-value One Two Three 3 R-0 0 0 0 (SE or HSPF x duct efnciency) R-5 8 5 2 +610 16 or R-7 8 6 3 0.30 F2 factor -73 -64 -56 -47 -38 -30 0.90 -4 3 -1 -24 0.80 -1 -1 0 -34 -30 -26 -22 0.70 2 2 1 4.58 0.60 6 4 2 0.56 0.50 9 6 3 0 0.40 12 8 4 S. Infiltration (Air Leakage) Specification _ . Points SUmdard 0 6. Glass Heat Loss Total 4 1 na 2 U -value ' Percent 2 5 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 - 22 37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26. -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 '3 9 11 14 17 19 9 -1 10. 13 15'-' 17 20 _8.__2 - 12 . 14 16. 18 20 7. Shading (Shade Open) --Etfectlre Percent Glass (percent Stan x SC) Effective % Glass North 18 5 16 4 14 4 12 3 11 3 10 2 9 2 8 2 7 1 6 1 5 1 4 0 3 0 2 0 1 -1 0 -1 na = not allowed East South :.West Skyl' ht 1 4 1 na 2 5 1 na 2 5 1 na 3 5 2 na -- 3 5 2 na 3 5 2 1 3 5 2 2 3 5 2 2 3 4 2 2 3 4 2 3 2 4 2 3 2 3 1 3 1 2 1 3 0 1 0 3 -1 -1 -1 2 .2 -4 -2 0 1B. Shading (Shade Closed) 9. Interior Thermal Mass Systlm Effective Percent Glass Interior • Slab Floor Raised Floor (percent Stara x SQ Mass Effective Stories Stories b. East Q /CFA One %Glass North Etat South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 .29 -40 37 na 11 -7 -26 36 33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 35 8 -5 -17 .23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 .-15 .-14 38 5 -2 -9 -11 -10 -30 4 .1 3 -8 -7 .23 3 0 -4 -5 -4 -16 2 1 1 -2 -1 -9 1 1 1 1 1. -4 0'' 2 3 4 . 3 0 9. Interior Thermal Mass Systlm Interior • Slab Floor Raised Floor 5. S Mass Stories Stories b. East Q /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 .5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2. -1 1 2 2 0.9 -5 -1 0 2 3 - 3 1.1 4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 .1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3• 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass . -5 Exterior Single- .: Single - 3.1 .2 Wall 0 Family Family Mutt 0 Mass 8.0 Detached AttadW Family 0.00 4 0 0 0 16 0.20 9 3 2 1 10.0 0.40 19 16 5 4 3 7 t 0.60: 26 8 - 6 4 12 0.80 12.0 10 8 5 18 1.00 9 13 10 7 29 24 1.20 15 13 12 8 Zonal Control Adjustment 1.40 2 12 13 9 6 1.60 3 10 13 11 ...,... 1.80 I 10 12 12 4.7 200 5.1 10 it - 13 i 11, Heating System -3 -2 -2 Two +. SE or HSPF 3 2 2 2 1 (assumes ducts in attic)... 2.6 3 3.2 3.4 Sum of 1.6 Single -Family Detached and Attached 4.5 _ -4 25 or -24 to -14 to to +6 to 16 of SE HSPF less -15 . -5 _ +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3. 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 4 3 Efrective SE or HSPF 1.8 WSB (SE or HSPF x duct efnciency) 3 Effective -25 or -24 to -14 to 4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3- 3 2 0.70 6.42 17 15 13 .11 9 7 0.80 7.33 25 22 19 •16.. 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 IE Zonal Control Adjustment -28 -19 System Type .9 4.5 Solar Resistance 10. 9 7 6 4 3 Other POU 6 5 4 3 2 2 12. Cooling Systlm SC Eff. % Glass a. North 5. S SEER b. East Q (Lmmei ducts In attic) c. South r Stm of 7-10 " d. West -25 or -24-10 t14lo -410 +610 16 or SEER lesi -15 t -6 +5 +15 more 8.0 -14 -12 -10 -8* -6 -4 j .. 8.5 .9 .7 .6 .5. ' -4 3 d 8.9 -5 .4 4 3 -2 -2 ; 9.0 -4 -3 -3 -2 .2 -1 ; 9.5 0 0 0 0 0 0; ' 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10' 9 7 6 4 3? -:-..12 0 15 13 11 9 7. 5 '- 13.0 20 17 14__.12 90% 9 6 I 0% 0 -EPfedlve SEER 0.4 0.6 0.8 (SEER xauct eMclency) 1.5 1.7 1.9 21 Sur of 7-10 2S 2.7 Effective -25 or -24-to -1410 410 46 b 16 or SEER less -15 -5 +5 +15 more 5.0 30 .25 -21 -17 -13 -9 6.0 -12 -11, -9 -7 3 4 6.6 -5 -4 .4 3 ---2 3.1 .2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 t 11.0 26 23 19 15 12 8 12.0 30 7.6 22 18 14 9 13.0 33 29 24 20 15 10 1.4 Zonal Control Adjustment 1.8 2 10 8 7 6 4 3 3.2 No Cooling System Installed 3.9 I - Stories 4.5 4.7 4.9 5.1 5.3 One -5 -4 -4 -3 -2 -2 Two +. 3 3 2 2 2 1 26 2.6 3 3.2 3.4 3.6 Single -Family Detached and Attached 4.5 4.7 C Unit Size (sQ 5.1 Water 5.5 f139 i12X `1700 2200 2700 Heater Credit or • 1 10 to io or Type. Type loss 1699 2199 2699 more SG None 0 ' Ill. 0 A. 0 0 or Solar 12 ' 8 6 5 4 - HP - -HWR 8 5 4 3 3 1.8 WSB 5 3 3 2 2 3 POU 8 5 4 3 3 SE None 37 -24 -18 .15 .12 5.6 Solar -1 -1 .1 0 0 1.2 HWR -18 -12 •9 -7 -6 25 WSB. ',25 -16 -12 -10' -e 3.8 POQ -18 _;12 -9 -7 .6 IG None -5 • -3 .2 -2 •2 6 3 Solar 7 ; 5 4 3 2 1.9 POU 3._ 2 1 1 1 IE None -28 -19 _ -14 -11 .9 4.5 Solar 8 5 4 3 3 5.7 POU =10 -6 -5 4 -3 . 1.4 Muld•Family (Individual units) 2 22 25 Unit Size (SQ 2.9 Water 3.3 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 21199, more SG None 0 0 0 0 0, or Solar. 14 7 5 4 3 HP HWR 9 5 • 3 2 2 5.1 WSB 9 4 3 2 2 6.3 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 3.3 Solar 2 1 1 01 0 45 HWR -23 -12 -8 3 '-5 5.8 WSB =25 -13 -8 -6 -5 FQU.. _23 12 •8 -6 -5 IG None -8 -4 -3 -2 1" -2 - Solar 6 3 2 1 P 1 5 POU- 0 - ( 0 0 IE None -30 -15 -10 -8 -0 2 Solar 18 9 6 4 -4 3.2 POU -8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 . SCORE CARD Measures 1. Ceiling Insulation 9-3CPS or 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. _ Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) ,-, % I or R -value (11J U -value (0.0981 or R-value(191 U-value(0.0371 Standard 17�L (double] or F2 factor (0.77] /o.3 U -value [0.651 96 Total Glass [ 16] % Glass SC Eff. % Glass a. North 5. S x b. East Q x Interior MasslCFA c. South 2.3 x d. West %.TM 2 Puss e. Skylight x = P 61 8. Shading (Shade Closed) •< % Glass SC Eff. % Glass a. North 57.6 x 1 !0 6 = 3,482 b. East 0 x _ 1L.MINC14.21 Ic.cp.t.d .1.b1 c. South 2 , 3 x __T__ I d. West , - x It TYPE 1 KhSS WInC 4.2• lesed s exposed slab) 9. Interior Thermal Mass O TYPE i MASS AREA = © B Interior Nass/CFA 0% 5% 10% 1S% 20% 25% 30% 35% 40% 45Y. 50% 55% 60% 65y. 70% 75% 80% 85% 90% 95% 100% 105% 110% 115Y. 120% 125- 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2S 2.7 2.9 32 14 3.6 3.8 4 4.2 4.4 -4.6. 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 26 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.6 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 .50% 0.9 1.1 1.3 13 1.7 1.9 21 23 2S 27 3 32 3.4 3.6 3.11 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9-- 6.1 55% 0.9 1.1 1.4• 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 25 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.8 4.8 5 5.2 5.4 5.6 5.9 6.1 6 3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 25 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 ' 15 1.7 .1.9 21 23 25 27 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7. 5.9 6.1 6.3 65 BOY. 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 45 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 BST. 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 90Y." 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68•• 95% 1.6 1.8 2 2.2 25 27 2.9 3.133 3.5 3.7 3.9 4.1 4.3 4.6 4.0 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 1009. 1.7 1.9 21 2.3 25 28 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5S 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 222 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 1101/. 1.9 21' 2.3 2.5 27 29 3.1 3.3 3.8 3.8 4 4.1 4.4 4.6 4.8 S 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 ,• 7.3 125% 21 23 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.1 7 7.2 7.4' Point System Summary: Climate Zone 11 . SCORE CARD Measures 1. Ceiling Insulation 9-3CPS or 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. _ Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) ,-, % I or R -value (11J U -value (0.0981 or R-value(191 U-value(0.0371 Standard 17�L (double] or F2 factor (0.77] /o.3 U -value [0.651 96 Total Glass [ 16] Type (SGl - -::'.` :-`'" Credit [none] Point Scores 0_ C . 0 ¢ -t 9 Sum I.6 O Sum 7.10 +3 -t- 2 - Point Point Total: % Glass SC Eff. % Glass a. North 5. S x b. East Q x = c. South 2.3 x d. West x e. Skylight x = P 61 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North 57.6 x 1 !0 6 = 3,482 b. East 0 x _ . d c. South 2 , 3 x __T__ I d. West , - x e. ' Skylight tlg x 9. Interior Thermal Mass O TYPE i MASS AREA = © B Interior Nass/CFA GOND. FLOOR AREA 10. Exterior Wall Mass 0 TYPE 2 KASS AREA- = D $ Exterior Wall Mass ND. FLOOR AREA 11. Heating System . 72 x Zonal Control? ( Y/ N) SE or HSPF - Duct Efficiency [0.781 Effective SE or [0.72!6.61 HSPF (0.5615. 151 12. Cooling System x _ Zonal Control? ( Y / N) SEER (9.51 Duct Efficiency (0.741 Effective SEER [7.03] 13. Water He Type (SGl - -::'.` :-`'" Credit [none] Point Scores 0_ C . 0 ¢ -t 9 Sum I.6 O Sum 7.10 +3 -t- 2 - Point Point Total: VA r.4jiu.YA4auic: !%ca1UC111 "A it—timate Leone 11 rro)ecz naarew Build ng Permit M 92 Checked By / Date Fntorccrnent Agency Use Only 1 BUILDING DATA North r Conditioned Floor Area Number of Stories ( East e : Siab4,&!Z�a Floor ; Number of -Units South �K Single Family Detached (SFD) -': [ ] Addition -Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (NM [ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION - 'Component Insulation Locaffon/Cpmments Type R -Value (attic, to garage, typicel. etc.) Wall ............. .-11T wl�.�LS Wall .............. _. .Roo ...:...:..... —3e. _ Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING.. ....Glazing .. ' Area Glass Type . Orientation '_` ` ' (sf) _(single, doubt % Glass 3 - Shading Devices Interior Exterior Overhang Fratning Type (roller blind- etc.) f-tr 1 /...e/....1 No rth ... (� 2 11'DL_ ' �. I 0 Wt North ( ) East East ( ) South ('v) �— Sou th West West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile. etc.) (sf) (inches) Location/Description (kitchen, bath etc.) N� HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SH, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or aooroved enual) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank' Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) ST-o>P,g & 6-t4S Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures rcgard1eu of theeomPliance approach used Items marked with an asterisk (-)maybe superseded by mac stringent compliants requirements fisted on the Certificate of Compliance. Whet this checklist is incorporated into tine Permit docurnuus, the features notodshaU be considered by all panics as binding minimum component performance speenficaucins for he mandatory measu= whether they are shown elsewhere in the documents or on this checklist only. DESCUPIlON DESIGNER ENFORCEINIENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b}- Loose fill insulation manufacturer's labeled R -Value. • 12.5352(e): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior man walls). §2-5352(k} Slab edge insulation - water absorption rate no greater than 03%. waw vapor transmission rate no V=ter than 2.0 perrnlinch. ' §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards Indicate type and form. 12-5352(fr vapor barriers mandatory in Climate Innes 14 and 16 only. . §2.5317: Infilaation/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows ccnifned. e Doors and windows weaherunpped. all joints and penetrations caulked and sealed §2.5352(e): Special infiltration barrier installed to comply with 12.5351 mase CEC quality standards 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: ' a. Tight fitting, closeable metal or glass door D- Outside air intake wicontrlt damper and conal c. flue damper and ol 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2.5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations - §2 -5352(h) and 2-5315: Setback thermostaton all applicable heating systems. • 12-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 LRdC. §2.53I6(br Exhaust systems have damper controls - §2.5314(e): Gat -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheadt and faucets certified by he CEC. 12.5352(1): Water heater insulation blanket (R-12 orgreater) orcombined intexiorlextrrior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater), §2.5312(Hxccpdon 1): Pipe insulation on steam and seam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. system has: a. weir switch on heater. b. Weatherproof instruction plate on heats: c. Plumbed to allow for solar, 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. S. Directional water inlet Lighting and Appliance Measures e §2.53526): Lighting - 25 lumcns/wait or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas rued appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tlx building feamits and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. auptrr2. Subchapter4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner, who shall main a copy of it and transmit the certificate to my subsequent purdlaser of the building. Designer Name: Addn=: Tekphone J tx. r: t(si;nanttic) i (date) Building Owner Name ThkJ wm- Address: Telephone: 0,r %(sisnature) _...'--• (date) t Documentation Author Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) N""` Name: . Titk/Fizrrt: _ '::'ACcracy:-�"' Address: :r Tckpl-= A -/G ^7r c_ 5".iZ6,,gGi_ Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank' Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) ST-o>P,g & 6-t4S Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures rcgard1eu of theeomPliance approach used Items marked with an asterisk (-)maybe superseded by mac stringent compliants requirements fisted on the Certificate of Compliance. Whet this checklist is incorporated into tine Permit docurnuus, the features notodshaU be considered by all panics as binding minimum component performance speenficaucins for he mandatory measu= whether they are shown elsewhere in the documents or on this checklist only. DESCUPIlON DESIGNER ENFORCEINIENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b}- Loose fill insulation manufacturer's labeled R -Value. • 12.5352(e): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior man walls). §2-5352(k} Slab edge insulation - water absorption rate no greater than 03%. waw vapor transmission rate no V=ter than 2.0 perrnlinch. ' §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards Indicate type and form. 12-5352(fr vapor barriers mandatory in Climate Innes 14 and 16 only. . §2.5317: Infilaation/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows ccnifned. e Doors and windows weaherunpped. all joints and penetrations caulked and sealed §2.5352(e): Special infiltration barrier installed to comply with 12.5351 mase CEC quality standards 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: ' a. Tight fitting, closeable metal or glass door D- Outside air intake wicontrlt damper and conal c. flue damper and ol 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2.5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations - §2 -5352(h) and 2-5315: Setback thermostaton all applicable heating systems. • 12-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 LRdC. §2.53I6(br Exhaust systems have damper controls - §2.5314(e): Gat -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheadt and faucets certified by he CEC. 12.5352(1): Water heater insulation blanket (R-12 orgreater) orcombined intexiorlextrrior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater), §2.5312(Hxccpdon 1): Pipe insulation on steam and seam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. system has: a. weir switch on heater. b. Weatherproof instruction plate on heats: c. Plumbed to allow for solar, 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. S. Directional water inlet Lighting and Appliance Measures e §2.53526): Lighting - 25 lumcns/wait or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas rued appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tlx building feamits and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. auptrr2. Subchapter4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner, who shall main a copy of it and transmit the certificate to my subsequent purdlaser of the building. Designer Name: Addn=: Tekphone J tx. r: t(si;nanttic) i (date) Building Owner Name ThkJ wm- Address: Telephone: 0,r %(sisnature) _...'--• (date) t Documentation Author Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) N""` Name: . Titk/Fizrrt: _ '::'ACcracy:-�"' Address: :r Tckpl-=