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017-060-007
11-52-07 25 42-90B,,P,E,,M JUHNSEN, Cliff 5037 H' er L (n. e 11-52-07 3789-90B,P,E,M JOHNSEN, Cliff 5037 Hooper Ln, Chico (new sf) 7 8 2-- 9- 90BP [5j Hooper Cliff Ln, Chico EM 0' 0 0 5- m )p r L 11-5 ermti#2561-91B P, E encl storage & covIf) decs k f) r RE I TIAL �2-07 -- _ 2561-91B,P,E JOHNSEN, Cliff 5037 Hooper Ln, Chico (encl storage & cover deck/sf) n. JOB FINALE Signature .1 OK O=Not OR Not = Not Readyable MOBILE HOMES r V ' 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/0 \. -Concrete 4. Water; Location -Test -Easement Needed (Sketch) \ 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance \, Date Card B-1 Date Card B-1 Date Card B-1 Date Card'B-.1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 N MISCELLANEOUS - ` • JV Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'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- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; 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- Panelboards-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 J=OK O = Not OK =NJot AoplicRead-yable Not Ready RESIDENTIAL (Singje = o Date UNDERFLOOR (Plans) OK except q's Date 1. Zoning -Setbacks -Easements -Flood -Slope - 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PILLARING (Permit),OK except p's ter Htr.: Vent -Access -Combustion Air -Baffle- - - -- -- 145" - -- --- ater Pipe: Test & Anchor -Nail Protection - - D.W.V : Test -Fittings & Anchor -Nail Protection- 19. - -- Sho r Pan: Test, First Floor -Tub Access ---- 20. . T t Tub & Shower. Second Floor -Tub Access -------- -- Gas Pipe: Size & Anchors -------------- ---------------------------------------------- Dateg -��-(Card B-1 --- - Date - Card B_1 Date Ca�B-t Date Card B-1 Date ELEVAICAL (Permit) OK except a's & Transformer Clearance -Ins. Protection 2';f c. eceptacles Spacing -Lights & Switches at Doors -------------- ------------------------------------------------ -------- --.-S'---B es & No. of Conductors -Stapled -- - - - - ------------------------------------ ------------- - - --------------- ---------- - - ------ --------- -- - __ R e Installed Close to Edge of Studs & C.J. 2 E ip. Ground made up w/Mech. Fastners-Bond s& r -------------- -------------------------------------------------------------- 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------------------- 28 Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ! / ga. ZSer�e-� --------------------------------------------------------------------- rc. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Neutral ❑ Yes ❑ No --------------------------------------------------------------------- i Conductors & Ground -Main Disconnect ------------ - - - - - - ------------------------------ ------- - - --- 31 uip earances Panels-Motors-Mech. Equip. -------------- ---------------------------------------------------------- . C hes Closet Light -Shower Light -Spa Light ---------- ----- -- -- Smoke Detector ------------ - ------------------- ---- - - - --- - - ---- - -- DateB_� ,Card B_1 �j'1, Date CardB-1 -- ------------------------Card-Bila - ----- Date Car B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s A. C. Ducts Insulation & Support ---------------- - - - - -- -- - - 5 ent Fan: Exhaust above insulation Condensate Drain & Overflow: Size & Grade ------------0----------------------------------------------------------..------ J� Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------- ---------------------------------------------------------- "58. i> c Access & Platform if Furnance in Attic Date -�t� Card B-1 c Date Card B-1 ----- ------------- -_g - -4L- --- ---`Lrn------------------------------------------------- Date C d B-1 Date Card B-1 Date FR IN (Plans) OK except rr's s. P per Material & Anchors ------- ----- -- - -- --------------------------------------------------- Ils S ds -Nailing. Spacing & Bracing -Plates -Sound --------------- -- - - -- --ailing.Spac--------------------- Sound d---------- B in ails over Girders & Floor Nailing ---------------- -- --- --- --------------------------------------------- Dr p in Walls (rat proof) ---------- --- --- --- - ------------------------------------------------- F' Stops: Furred Ceilings -Stairs -Chases -Tub ----------------------- ------------------------------------------------ Headers & Beam -Size & Bearing & Dupl NG (Continued) ngers-Post Caps -Anchors -Connectors Cing. st-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. F' pla Ties or Type A Flue -Fireplace Throat clearance - _At _ -cess; Size & Romex Protection -Draft Stop -Ins. Baffles B m. Windows or Exitina Doors -Sill Hat. & Dimensions 5VGarag ire Protection Framing e Line Firewall & Openings H5( . Doo -One 3' -Check Garage -3rd Story, 2 Exits ----------- ' idth-Headroom -Rise- Run -Landing -Fire Protection od on Roof Overhanq-Attic Vents -Rafter Outriqqers - -5S Siding- ailing Veneer - - 56. S co Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazin Area Glass Protection -Skylights -Plastic 58, S r Walls; Nailing -Bolts Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------ Date�fy*__Card B_1-kbj, 49-, Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------------- 64. ---------------64. Bedroom Exiting 65. G.F.I.& Bath Fixtures & Tub Access -Spa 66. Elec_ - Trim& Subpanel: Breaker Sizes & Labels - -- ----- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth -------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- -71. Elec. Outlets & Receptacles at Kit. Counter --- 72. Garage Fire Door Swing -Landing -Closer 73. A.C. Duct in Garage -Damper - ------ -------------------------------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection - -- ----- ------------------------------- 7 . Insulation -Foam -Looked in Attic ❑ Yes ------------------------------- 78.-Guard-Rails & Deck -Co nstruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------------- 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------- 81 Stucco: Brown -Finish 82. A.C. Unit: Disconnect, Electrical, Plumbing 83. Vents Above Roof: Pfbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I.Receptacle- Undergrounq - - ------------ ------------------------ -- 86. Ventilation Throughout House ---------------------------- 87. -- ----------------------------- ------ 87. Glass Protection dd Coeces-- Meftreorms TPargegvieodus Inspections -pEelcetciotrnics 89�Gas 90ater & Sewer Connected -C/O to Grade -HD w"rwTApproval ------------------- 91. 91. Energy Compliance Certificate -Other Certificates ------- --------------------------------- ---- -- Date Card B-1 Date Card B-1 ------------------------------------------ -- -- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLICWORKS,� 196 Memorial Way, Chico — Phone: 891-27511 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exiyt at the above address and should be corrected. Please notify this office w 'rn correction of work is completed. If you have any question pertaining to this tter, or need additional explanation, please contaci this office immediately. -P - C-. N/ I ' C) k1t, W-4 Datelo.-O-9/ Inspectorm COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phonb: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 0561- 91 Vily HERMIT 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 whe correction of work is completed. If you have any question pertaining to this ma er, or need additional explanation, please contact this office immediately. Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —Phone: 891-2751 7 County Center Drive, Oroville - Phone: 538-7541 747 Elliott Road, Paradise - Phone: 872-6307 CORRECTION NOTICE 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 orrection of work is completed. If you have any question pertaining to this - t a or need additional explanation, please contact this office immediately. e,,,- �e 131 e) C_ 4, /Z)O(-) K _,�; 4 Ct I, -"I N -eee Tc, W& A Iry 001 -A VIC '0,0 42P 0 L,-& zp/. I/ V 6171 0 ce 0, OF Date Inspector- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County C�ie,- Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER , 11-52-7 ZONING BUILDING PERMIT OWNER Cliff Johnsen TELEPHONE 895-3719 SO. FT. OCC. BUILDING VALUATION 177 M 3,186.00 OWNER'S MAILING ADDRESS 200 Stillwater Dr., Chico 99528 360 @ 6 2,160.00 CONTRACTOR'SNAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5,346.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 56.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 28.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $94.75 PLUMBING PERMIT Filing Fee 10.00 5037 Hooppr Lane, Chiro Each Trap 2 1 2.00 4.00 Solar or heat pump water heater 20.00 LOT NO. 6 SUBDIVISION NAME Old Centerville Estates PARCEL MAP Water piping , 1 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 0 Building sewer ±5.0:0$j2= Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: Enclose Storage Cover Permit 3789-90 Deck Permit Fee $ 24.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑NON-RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification.Ex. ElI, 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) ❑ I am exempt under Sec. , Business and Professions Code for this reason oa ADDNST ( DWEACCLLING GSCCUP.&) / yzQsgft 4,40 NEW CONSTR. MULTI -OUT LET BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. OCCupOUTLETS OR FIXTURES 20050t BAL930 FIXED APLNS. \ Ex. Occup. OUTLETS P(RESID.)REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $14-40 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 Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 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 Cou i consequence of the granting of this permit. X Date Signature A icant — Owner ❑ Contractor ❑ Agent ❑ An OSHA p rmit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST PE TOTAL FEE $ 133.15 HAz. cuA _ PARK �- SCHL LLD -- coF PAR PD i HD. -- IS/ This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By i Date PERJO E PIKES Date Receipt No. 96669 WNITE-O.P.W.. YELLOW -ASS Ee SOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 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 dat prior to permit issuance: (Circle new item not above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by ..date r Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW w --, COUNTY OFJBUT,TE - DEPARTMENT OF PO 1_I9 WORKS - BUILDING DIVI'QN,'!�_ v"*- ��- 7 COUNTY CENTER DRIVE - OROVILLE, CAYFO NIA, 5965 - TELEPHONE: 916/538-7541 / !1 P�RMit,oAPPLICA 11 N D'AT°A SHEET OWNER Permit No. / —7 l%/i/S L '- `� t A. P No. ` Z Proposed Building UseBuilding Inspector Date— ate At At timep{permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: V/ DATE RECEIVED APPROVED 1. All items have been submitted . ........................:....::::::: ' 2. Plot plans in duplicate/triplicate,, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... - 13. School District fees paid .............. 14. Sanitation approval from 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 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................:. * 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... %`•, 25. Letter of signature authorization ................................... 26. 27. When ou issue the iprmit, process as follows:A Ma' owner. Mail to contractor. Telephone f — ?Z and hold for P � pickup at office. Deliver w/inspector. Other Applicant ���"/ �� Date 42 - r 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 dat prior to permit issuance: (Circle new item not above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by ..date r Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW w --, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT- ASSESSOR ERMIT ASSESSOR PARCELER _ S � UMB— 7--0 ZONING BUILDING PERMIT OWNER � e r. TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING tDCRESS z S-70 //U, A I er- DZy CONTR A CTOR'S NAME ,opA 017C TELEPHONE -77/ CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ S Filing Fee $ 10_00 LENDER'S MAILING ADDRESS ()r -k Permit Fee $ ARCHITECT OR ENGINEER LICENSE ND. Plan Checking Fee $ a .a Energy Plan Checking Fee E. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ht v ae- L G Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 .Q Solar or heat pump water heater 20.00 LOT NO. (a SUBDIVISION NAME Ot C� - 1 PARCEL MAP Water piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW I 10.00ea. TYPE OF WORK New ❑ AdditionRemodel ❑ Utilities ❑ Installation[] Other Describe work: 6e1 -o50 57VA,44o, � C6,092'2- P:�:Wllbf /T 37S9-1?)�EC/-e Permit Fee $ Contractor ELECTRICAL PERMIT FiiingFee 10.00 Main service 810000'00AMP OR OR LESSLESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. -i ely0� Classification. R ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWC ONST. ( DWELLING OCCUP.eI\ OR ACDNS. ACC. BLDGS. / F7 /20sgft G/ NEW CONST12ULTI-OUTLET NON-RESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(O TS OR FIXTURES 800 0C 2AL030 FIXED EX. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 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. jaws 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 Fiji 10.00 Heating Cooling Hood 3.00 Ventilation perms $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count irk consequence of the granting of this permit. X Date 7.2S = 9/ Signature of Ap cant — Owner5g— Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ / '331 HAZ CUA I PARK scHL FLD I CDF PAR I PO HD • ISSUE This permit is hereby issued unser sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-O.P.W.. YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROD -APPLICANT Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control.: BUILDING SHELL INSULATIO^ Component Insul Type R -value -------- --------------- Door 0 Door CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project'Title: JOHNSEN 2116s (ENHD CASE) Run: 823 01 -Aug -91 Project Address: 5037 HOOPER LN. JOHNSEN 2116- (ENHD CAS 19 CHICO, CA. 19 Floor Building Title: JOHNSEN 2116s (ENHD CASE) Building Permit h Document Author: BOB METZGER 2 Telephone: 865-9688 or 342-9688 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control.: BUILDING SHELL INSULATIO^ Component Insul Type R -value -------- --------------- Door 0 Door 0 Hall 13 Nall 13 Wall 13 Ceiling 38 Floor 19 Floor 19 Floor 0 Slab Perimeter 0 Slab Perimeter 0 GLAZING 2116 ft2 SFD Single Family Detached 180 deg (South) 1 Raised floor CEC Standard Location/Comments Outside Unconditioned Outside Unconditioned Crawlspace Attic Crawlspace Unconditioned Grade Outside Unconditioned Glazing Thick Area (in) Orientation (ft2) -- Panes ----------------- Window North 161.8 2 Window East 96.0 2 Window South 106.0 2 Window South 6.0 2 Window West 20.0 2 THERMAL MASS Tyle Exposed? --------- -------- Floor Yes Intmassl Yes 1 nt.massI Yes Glass Type Clear Clear Clear Clear Clear Area Thick (ft 2) (in) 344.0 3.5 123.0 1.0 76.0 5.0 Interior Shading None None None None None Exterior Shading None None None None None Location/Description ------------------------- Overhang and Fins Overhang Overhang Overhang Overhang Overhang Frame Type Metal Metal Metal Wood Metal CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: JOHNSEN 2116s (ENHD CASE) Run: 823 01 -Aug -91 HVAC SYSTEMS Duct Location Output Manufacturer/Model Type Efficiency- and R -value (Btuh) (or approved equal) ------------------- ---------- ------------- ------- ----------------------- Furnace 0.78 SE Attic R-5.6 50000 RUUDE Air Conditioner 12.00 SEER Attic R-5.6 36000 RUUDE Maximum furnace heating output: 94000 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model Features/ System Type (gal) (or approved equal) Credits ----------------------------------------------------------- Storage Gas 40 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: .Residential Pa!'e 3 CF -1R Project Title: -------------------------------------------------------------------------------- JOHNSEN 2116s (ENHD CASE) Run: 823 01 -Aug -91 DESIGNER BOB METZGER O.D.S. 113 E. WALKER ORLAND, CA. 95963 916-865-9688 Lic #: Signed Date DOCUMENTATION AUTHOR BOB METZGER BOB METZGER O.D.S. 113 E WALKER ST. ORLAND, CA. 95963 865-9688 or 342-9688 Signed 61Y Date OWNER CLIFF JOHNSEN 200 STILLWATER DR. CHICO, CA. 895-3719 Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: JOHNSEN 2116s.(ENHD CASE) Run: 823 01 -Aug -91 Project Address: 5037 HOOPER• LN. JOHNSEN 2116s (ENHD.CAS CHICO, CA. Building Title: JOHNSEN 2116s (ENHD CASE) Building Permit # Document Author: BOB METZGER - Telephone: 865-9688 or 342-9688 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check,/ Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 27.50 Space Cooling 18.93 Water Heating 9.64 Total 56.07 GENERAL• INFORMATION Proposed Design --------------- 21.14 13.35 9.58 -------- Complies 44.07 Yes Conditioned Floor Area: 2116 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Number of Dwelling Units: 1 Number of Stories: 2 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total,Conditioned Volume: 16928 ft3 Conditioned Footprint Area: 2116 ft2 Ground Floor Area: 2116 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) STANDARD 2116 16928' Type ------------ Conditioned Infiltration' Control Type ------------ CEC_Standard COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: --=------------------------------------------------------------------------------ -------------------------------------------------------------------------------- JOHNSEN 2116s (ENHD CASE) Run: 823 01 -Aug -91 OPAQUE SURFACES Surface Area F2 Insul True Location/ Solar Form 3 Location/ Type ----------- (ft2) ------- U -value ------- R-val ----- Azm ---- Tilt ---- Gains ----- Reference ------------ Comments ------------- Zone = STANDARD 34'0" 0.90 0 0 Outside Covered 010" 0.72 Door 14.2 0.330 0 180 90 Yes 3068-1/2L Outside Door 13.3 0.330 0 180 90 Yes 2068Wood Outside Door 6.5 0.330 0 180 90 Yes 3068Frch Outside Door 40.0 0.330 0 180 90 No 3068Wood Unconditioned Wall 526.2 0.089 13 360 90 Yes CEC_R13-16oc Outside Wall 216.0 0.089 13 90 90 Yes CEC_R13-16oc Outside Wall 430.0 0.089 13 180 90 Yes CEC_R13-16oc Outside Wall 256.0 0.089 13 180 90 No CEC_R13-16oc Unconditioned Wall 221.0 0.089 13 270 90 Yes CEC_R13-16oc Outside Wall 208.0 0.089 13 270 90 No CEC_R13-16oc Crawlspace Ceiling 1772.0 0.029 38 180 0 Yes CEC_R38-24oc Attic Floor ==1028.0 -0.049 19 ----18& J80 No., CEC_2xR19' Crawl.space Floor 400.0 0.049 19 180 180 No CEC_2xR19 Unconditioned Floor 344.0 -- 01 180 180 No S1ab140E Grade PERIMETER LOSSES Perimeter Length F2 Insul Insul Location/ Type ----------- (ft) -------- Factor ------ R-val ----- Depth (in) ---------- Comments ------------- Zone = STANDARD Exposed 34'0" 0.90 0 0 Outside Covered 010" 0.72 0 0 Outside Exposed 64'0" 0.55 0 0 Unconditioned COMPUTER METHOD SUMMARY Page 3 C-2R Project ----------------------------------------------------------------=--------------- -------------------------------------------------------------------------------- Title: JOHNSEN 2116s (ENHD CASE) Run: 823 01-Aug-91 GLAZING SURFACES SC with FMF Glazing ------------- Glazing Area True Open Frame Charactr Shades Shades Name -------------- Type ---- (ft2) ----- Azm ---- Tilt ---- Type ------ Type -------- Name ------------ Open ------ Closed ------ Zone = STANDARD W1-N1' kind 24.0 360 90 Slider Metal DBLw/NODR.P 0.77 0.66 W2-N1 kind 24.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W3-N1 Wind 17.5' 360 90 Fixed Metal DBLw/NODRP. 0.7.7 0.66 W4-N1 kind 15.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W5-N1 Wind 24.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-N2 Wind 24.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-N2 Wind 33.3 360 90 Slider.Metal DBLw/NODRP 0.77 0.66 W1-E1 kind 32.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-E1 Wind 64.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-Sl kind 16.0 180 90 Slider Acetal. DBLw/NODRP 0.77 0.66 W2-S1 kind 10.0 180 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3-S1 kind _ .30,.:0-.- 1.80 90, Slider Acetal DBLw/NODRP 0. 7.7: 0.66 W4-S1 Wind 10.0 180 90 Fixed Metal DBLw/NODRP 0.77 0.66 W5-S1 Wind 6.0 180 90 Fixed Wood DBLw/NODRP 0.67 0.57 W6-S1 Wind 40.0 180 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1-W1 kind 16.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-W1 kind 4.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 GLAZING CHARACTERISTICS SC w/o FASF Glazing ------------- Interior SC✓ Exterior Charactr Glazing # of Glass w/Int Shade Ext Shade Name Tipe Panes U-val Only Shades Type Shade Type ------------ DBLw/NODRP --------- Clear ----- ----- 2 0.65 ------ 0.88 ------ 0.75 ---------- ------ None ' 1.00 ---------- None COMPUTER METHOD SUMMARY Area Thick Heat duct- Form 3 Inside Location/ Mass Name -------------- Page 4 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Cap ---- JOHNSEN 2116s (ENHD CASE) Zone = STANDARD Run: 823 01 -Aug -91 OVERHANGS FLR-S1 Floor 344.0 3.5 28 0.98 Slabl40E 0 TM1 Glazing 123.0 1.0 19 1.04 Tile 0 TM2 Intmassl 76.0 Glazing ------------- 0.47 Brick 0 Above Left Right Name Height. Width Depth Glazing Extension Extension -------------- W1-N1 ------ 410" ------ 610" ------ 2'0" --------- 1'4" -------=- 51'0" --------- 590" W2-Nl 410" 690" 210" 114" 33'0" 23'0" W3 -N1 7'0" 2'6" 2'0" 1,4" 27'0" 32,6" W4=Nl 390" 590" 2'0" 114" 18'0" 39'0" W5 -N1 4'0" 690" 210" 1'4" 5'0" 51'0" W1 -N2 4'0" 610" 2'0" 10'4" 13'0" 13'0" W2 -N2 618" 5'0" 2'0" ]0'4" 610" 21'0" W]. -E1 410" 8'0" 14'0" 114" 24'0" 4'0" W2 -El 8'0" 8'0" 14'0" 1'4" 710" 21'0" h'1 -S1 410" 4'0" 2'0" 114" 310" 55'0" W2 -S1 5'0" 210" 210" 1'4" 18'0" 42'0" W3 -S1 510" 6'0" 2'0" 1'4" 22'0" 34'0" .-W4-S1 - 510„ 2' 0" _ 2' 0„ 114" 30' 0" .30 "Olt.' W5 -S1 3'0" 210" 210" 1'4" 35'0" 25'0" W6 -S1 510" 890" 2'0" 1'4" 49'0" 510" W1 -W1 4'0" 4'0" 2'0" 3'10" 27'0" 3'0" W2 -W1 2'0" 210" 210" 3110" 2090" 12'0" FINS Left Fin -------------------------- Right Fin Glazing -------------------------- Exten Dist I Exten Dist Glazing ------------- Fin Fin above to Fin Fin above to Name Height ------ Width ------ Depth ------ Height ------ glzng ----- glzing ------ Depth Height ------ ------ glzng glzing ----- ------ ------------ None THERMAL MASS Vol Cond- SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction Thermal Mass Location/Description ------------ -------------------------- ------------------------------ None Area Thick Heat duct- Form 3 Inside Location/ Mass Name -------------- Type --------- (ft2) ----- (in) ----- Cap ---- ivity ----- Reference ------------ R-val Description ------ ------------ Zone = STANDARD FLR-S1 Floor 344.0 3.5 28 0.98 Slabl40E 0 TM1 Intmassl 123.0 1.0 19 1.04 Tile 0 TM2 Intmassl 76.0 5.0 22 0.47 Brick 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction Thermal Mass Location/Description ------------ -------------------------- ------------------------------ None COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: JOHNSEN 2116s (ENHD CASE) Run: 823 01 -Aug -91 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R -value Credits ---------------------------------------------------------------------- Zone = STA\DARD GasFurn.78 -Fu_rnace 0.78 SE Attic R-5.6 AC12.0 Air Conditioner 12.00 SEER Attic R-5.6 WATER HEATING SYSTEMS Tank Rated Pilot Special of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- ------- ------ ------ ------------ Storage Gas 1 40 .0.76 RE 3.64% 28000 -- _- R.EMARKS; NOTES, 'AND --EXCEPTIONAL-FEA, is None Mandatory Measures Checklist: Residential SHEET MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance app, ach 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 fear= noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION I(Reference loc . on plans or a nal Building Envelope Measures notes on s s . * §2-5352(a): Minimum ceiling insulation R-19 weighted average. Sects. E-12 §2-5352(b): Loose fillinsulation manufacturer's labeled R -Value. . Sects. *§2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls), §2-5352(k): Slab edge insulation -water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 permirnch. N/A E-12 §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. N/A §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Sxfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b: Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. E-14 §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality !standards. N/A §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. `''� HVAC and Plumbing S em Measur Info . by A/C contractor, or supplier r §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. E-5 E-11 §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. E-11 E-6 * §2-5316(x): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. E-4 §2-5316(b): Exhaust systems have damper controls. E710 §2-5314(c): Gas-fired space heating equipment has intermiamt ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. E - 6 & 10 §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). E - 9 e E -9d §2-5312(Exception n: Pipe insulation on steam and steam condensate re= & recirculating pig §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. N/A Lighting and Appliance Measures E-7 §2-53520): Lighting - 25 lumens/wau or greats for general lighting in kitchens and bathrooms. §2-5314(c): Gas fined appliances equipped with intermittent ignition devices. E-10 §2-5314(a): Refrigerators, refrigerator -freezers, fieezers and fluorescent lamp ballasts certified by the CEC. Indicate snake and model number. E-19 Form Revised Decanber 1997 IF APPLIES GENERAL NOTES SHEET E-1 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS) TO CAULKED SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. .ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY. WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE.. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO a) DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE DAMPER TIGHT -FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS -TO BE INSTALLED PER 1988 U.M.C. 8 INSULATED 0" INSUL.- GAS EQUIP.) & .(2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 7. MAIN LIGHTING SOURCE IN ALL BATHS & KITCHEN TO BE FLOURESCENT OR 25 LUMENS/WATTS OR GRATER. 8. FAUCETS & SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1-6" HIGHT PLATFORM. b) VENT THRU . R.00R. ,. _: c) ADEQUATED CONBUSTABLE AIR VENTLNG_ _ d) R-3 INSULATION 5'-0" TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) 0-3 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCED 8 DEVICED RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL. -PANE. DOORS 8 WOOS. TO BE FUL LY SPACED WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT OR -OWNER TOSUPPLYMAKE AND MODEL.`.: NTIAL 11-52-07 �C?(51 3789-90B,P,E,M JOHNSEN, Cliff 5037 Hooper Ln, Chico (new sf) Chico sfed i3�,oly� 1,t 1 „ �► a d' �i b' OFFICE COPY Address 0? 7 k002 GAS Meter v ,M (,i E r Qate JOB FINAL'. Signature Ic _�- ate 24 �P M� " 7 Dat�— ELECTRIC Meter By Date -.-- `lo 4 S� V=Ok O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ,J 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: / f L" ft. / /"Nat. or/ /' L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card. B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 except #'s 1. Zoning Requirements -Setbacks -Easements ° r 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. Frmg; Sits-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 k J 'OK O = Not OK - = Not Applicable ' = Not Ready _Date 4 ?V:UNDE5 :O RU03MJUTU'dRESIDENTIAL (Single & Duplex); { ,*--, 1 c`daytwHl tc ),OR (Plans) OK except #'s? ,?R3YLJJ ,dJ;03ti s!sG Date-,.__ _ -_FRAMING ontinued) C311iIJIIU 3PAOH BJIP:`M -Setbacks-Easements-Flood-Slope'l rnioo� .f 45. Hanawgfftst Cap Anchors -Connectors' 2niiio-:: r Main; Soils-Elec Grnd.=//V,Fig,Depth .S zifsF .rFtg.;IG e; S6ils-Steel-Elec?Grnd.-4U: Ftg?Depth rches &'Decks,,Soils-Steel-/1'VFtg:,DepthV .A ----- walls, Main; Steel -Bloc kouts= -_nul;,n,J --- ---6a.-Hold owns and Special 'Anchdr ' yr .a_ -------7.-S6r6, Steel -wrapped . --- lets- , o -c wr.on,l-cur ,{r,nn .0 '-- - .-D.W.V.; Fall-Fitting=Test`-2. Way C/O-"Sewer_Tesf"� ti Pipe; Size -Anchor --11.-Water.Pipe;-Test-Anchor-Regulato�-Service:Test'' -'-'_'__- -- -12.-Electric; Underground..-.-----__.-.-_.____ ------13.-Pienums & Ducts; Clearance -Material -Support -Ins.. -- :,'c+_ ----------14.' Girders -$Ills -Anchor Bolts -Joists -Vents ' Cripples -.-_____._ 15 t Insulation ___ c � .•t;y:l[F1 isv (r:n:.I-tl �'.JZ)V`! :i7E'., -Date!/ - CardB-1 Date---..-_.-..-.Card- Date PLUMBING Peimit OK ezce t`#'s O1 ulu,-,u,Ir, Iuu-i .o --16.-WV t ..Htr.;:Vent=Access-Combustion Air -Baffle -------- --'-'--1 ater Pipe; Test'&'Anchor-Nail Protection, -- -- t -- --- 8 esltting Anchor=Nail Protection ---- - -_ Pan; Tqirf,First Floor -Tub -Access - --- -- .,.Test Tub'&Shower:,Second Floor -Tub Access--- -'- Gas Pipe;'Size'&-Anchors, ' �- 'Date 2-Z - Card 'B -1Z", v,Date . Z7 Card B71 Date' -(&-IJ(-'Card'B-1-&C-:F---Date ---=-Card B-1---- -� -Date -ELECTRICAL(Permit)'OK except #'s- ---22.- 's- - -- ` 22:-F' ur &-Transformer Clearance -In . Protectio --'T' E :Receptacles Spacing -Lights -&Switches at Doors----- "-- - Si oxes'& No:,of Conductors -Stapled,_ , -- " 2 omex' nstalted'Close to'Edge'of C."J.- 0. 1p. Ground made up w/Meth. Fastners-Bond Gas & Water V."`2 Appliance Circuts in Kitchen & Conductor Size/914=., 28. Subfeed Wire Size 0--71ga. Cu or AI-A.C. Wire Si / / ga. Cu or Al -.I� 29. Rang I . / . Cu or AI -Oven Circ. / / ga. Cu or Al. I ated f7 Yes 0 No / Service -Riser Conductors & Ground -Main Disconnect 31. E 1p. Clearances Panels -Motors -Mach. Equip. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date'? -2 y �/� Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s Ul"A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulationIt p Q q h 36. Condensate Drain & Overflow; Size & Grade 447- 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet -Q&-AUie Access & Platform if Furnance in Attic Date -7-2</-j/ Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date FRA*KG (Plans) OK except #'s Sils, Proper Material & Anchors 0 Walls Studs -Nailing, Spacing & Bracing -Plates -Sound (4INBearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43 Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44 Headers & Beam -Size & Bearing 46. : Joist- ftr: ties -Purl in=roof Brac-Truss-Shthng. n 4Ueorireplace Ties' or.•Type'A-Flue-Fireplace ,Throatclearance } 48._At- _cess; Size'&'Romez Protection -Draft Stop -Ins. fle , _ o'e` ?Windows'or ExitinglDoors-Sill.Hgt.4 Dimensions ' 990"Garaq,e Fire Protection FramingeT-notie'soJ ,zr cv .3 - --• '64. arty -Line Firewall B - - ----- Ext. -Doors -One T-Check.Garage=3rd Story12 Exits_--.._.-__' _ I ------ S rs; Width -Headroom -Rise -Run -Landing -Fire Protection-._- :-plywood on Roof .Ova rhang-Attic.Vents-R after..Outriggers ---55.•Sidin -Nailing Veneer.__ -__.._._-._.:._._-.__-____._-_.J__ ---- X56.:S co -Mesh -Drip Screed -Fd.. Vents- Underflr.`Access.-.._--__s-r_;r a - <Gliiing Area. GlassProtection-Skylights-P-.lastic. •--58.'nShe'ar'WaIIs;.Nailin'g'Bolfs"'...'ll':lI��",..Vrl:.i(JU''ti�.,...,. t0Z on-c "1'c ;zgnuao- ------60.-Infiltration-Wells-Wiridows.`'_-_-_ -___.- -Date -7-!R y -C( -Card B-1 '-:Date ' '��' n"_' Ca rd. B-1 -- -.- -Date ---- --Ca d•B-1. '_'_'="":'_`.''Date"__G11 r'' "__`Card B-1___ _ -Date------FI P ns 'OK except N's._-�_f__ :" � `�itidi •' -- -. Steps -Door.& Sidelight Protection:Landings,`_. --- :-Smoke Detector.-_.__._._ --.-----63.-Fur ce;•Vents-Clearance-Comb.'A'ir,Connector---"r_---..__rL arage; Above Floor -Ducts -Meth. Protection i Bedroom Exiting .05 G.F.I. & Bath Fixtures-& Tub Access -Spa bisO et.d 6. Elec. Trim-& Subpanel; Breaker Sizes'&'Labels - 67. Stairs,& Rails 1 lia F place or Stove; Clearances -Hearth ) WO'Elec. Outlets at Wood Panel; Int. & Ext. I Kit.Fixt. &Appliance; Grnd.-Air Gap -Cooking Clearance 1. Elec. Outlets & Receptacles at Kit. Counter i ) Garage ' e Door; Swing -Landing -Closer uct in Garage -Damper i 41110�t%.bl4r.; Vents -Clearance -Comb. Air-Connector-P.R.V. j I ar ga; Above Floor -Meeh. Protection P ., E . & Mech. Equip. Listed for Location . EI . Receptacles in Garage; (G.F.I.)-Rome otection nsul ion -Foam -Looked in Attic es 78. and Rails & Deck Construction -Post Caps 9. Fdn. Vents & Crawl Hole Door -Drainage ood-Earth Clearance Looked under Floor GrYes 80. Following instld.; Drive C1 Yes No; Walks 0 Yes No; 1 Planter Yes Gr No �T StGs,%Brown -Finish C. it; Disconnect, Electrical, Plumbing ! ants Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openir}gs 84. W ell; Disconnect, Electrical, Plumbing *wqreriW Elec. Trim; G.F.I. Receptacle -Underground V IlatioO,Throughout House ANI.Worrections from Previous Ins do I 89. Gas Test -Meters Tagged; G s-Elec ric ' 90. Water & Sewer Connected -C/O to Grade -HD Approval 0Energy Compliance Certificate -Other Certificates 1 c ) ' Dat(, / Card B -1(I Date Card B-1- ) Date Card B-1 Date Card B-1 j Date Card B 1 I Date , I Card B-1 I Comments at Final: Ree, h o.- (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBIL IC WORKS 196 Memorial Way, Chico — Phone: 89r , -2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ? — OWNER PERMIT NO. A routine inspection indicatesk-11", 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 ,;att ,or need.additional exp . lanation, please contact this office immediately. el ufdmv a I- 67LAecl 41 P42r C;' f - U V I K, V, — 2� ,W, - I d le-':� —11116- 1/, \ c, r ",b L�C, tA r- F&:, e' Alto 4V e4 ellwl' 0 ed- n OIL 0'7 0 C' J—& mo 4, ^A zx 1p i� 0 tj t'd CO- wt - 91 -64— lnspect�� Date- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phonb: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-.6307 CORRECTION NOTICE 7 7 V? 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 correc4ion of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. ja��' %t I 'r 0, .1 rooic('e Ret,,std s' I . -4 Date 7 -!!2 Inspector DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751- 7 County Center Drive, Orovi Ile Phone: 538-7541' 747 Elliott Road, Paradise -m- 'Pfione: 872-6307 CORRECTION U.0TICE UWNLH PERMIT NO. A routine inspection i /dictes that the,following violations of County 4inance exist at the above' address and should be corrected.--I?l ease notify this office when correction of work is completed. If you have any question pertaining to this tter, or need additional explanation, please contact this office immediately- ,v7i jig --A Y10 40 Date Inspector Q� %ENERGY INSTALLATION CERTIFICATE r G� Building Owner Com/ Zi" f�j r1 se vi Building Permit # Building Location E-03-7 hope -L DESCRIPTION OF INSULATION ROOF Material 6 Thicl=ess (inches) -_7g- EXTERIOR WALL Material 6L 6 Thickness(inches) 174 CE G Bat` or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELc'VATv Material G Thickness (in hickness(in FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value)_ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)_ Brand Name . Number of Bags Wt. per bag Ib. Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value Brand Name Thermal Resistance(R Valu I hereby certify that the above insulation was installed in the above building, .is consistent with approved building department plans -and attachments -and con-_-... forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NAi/0 RSTAT: CONTRACTOR'S LICENSE N0, -SIGNA INST_ULLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment,.a5 shown on the approved Building Department plans and attachments have been installed and conform.to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDIN NT TOR/OWNER (Please Print) /(Kal N 1E) G CSham' SO k,,, SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NARE/OWNER (Please Print) -?F/4�o/ STATE CONTRACTOR'S LICENSE NO. DATE /,7,7>/ 71 - STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF VAC CONTRACTOR/ OWNER _ DATE. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 V COUNTY OF BUTTE 4DEPAATMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. k- ���4-gam �1 ASSESSOR PARC L NUMBER 11-612-7 - ZONING FR5 BUILDING PERMI OWNER J CliffOWNER'S TELEPHONE 895-3719 SO. FT. OCC. BUILDING V TION 20/.0 R 81600 MAILING ADDRESS 200 Still Water Dr, Chico 95928 700 M 9800 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 92400 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 412.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 206.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5037 Hooper Lane Chico Permit fee $ 643.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap, 11 2.00 24.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME j 61d e&4 t ,, z, E IPARCE MACPP ✓ Water piping 5.00 5.00 Each pas 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 10.00 e TYPE OF WORK New o Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 bdrm _ Permit Fee $ 54.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 1,50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages. as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason LIN CCUP.ac\ oR CONST. DWELLING ADDNSGS / 2'h0sgft 68.50 NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 12.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 201330¢ eAl@30 FIXED APLNS. Ex. OCCup. OUT ETS P(R ESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 91.00 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 6.00 Dual Cooling 3T Hood 3.00 Ventilation 3 WT 9-00 Permit Fee $ 34,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Co y in c sequence of the granting of this ppermit./n�, X Date 0� 3J1 l_ Signal of App ant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavatio o er 5'0" deep lit'on r o stru - ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ CONST TYPE TOTAL FEE $ 852.00 HAz •W- I CUA I -- PARK 'rvi I SCHL FLD PAR PD C) V1 1 1 This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY A PE EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date r��� c rReceiptNo. 84189'^ �% P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GO D ROD -APPLICANT COUNTY OF BUTTE - DEPART`�E_A y 6F hlt Nr PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNI 5965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER _ G� c O..US /t'/ A. P o. Proposed Building Use BGilding Inspector Date 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 . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ...... ......... ..................... . 6. Energy Design Compliance and supporting documentation ......... 7 Statement of Intent for Non -Heated and AC Buildings .............. D/8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation z..-; 4� V instructions..... � . f"y -4A�. Fees of $ ................... � 11. Chico Urban Area fees paid ....................................... 1 Park fees pa' id �G�i l!/� �►, tSchool Distric fees paid .............. _ �14t§a-h hat ion,,approval"from 4 e -t Health Department 15. City ofjCh� ico plumbing per,,mif.................................... '16ts,Ploti TO Building Department FROM:* Environmental Health SUBJECT: Sanitation Clearance ILO b )tk� r ik 0 (1 .- I I L4� C: L) Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold finKl for: Water Supply Final clear\ance O.K. for: Water.Supply Clearance for��> bedroom muWbi4re home. Other NOTE Date Sa arian —ti n to DPW Section requires prior to AGRICULTURAL S`TAtE1MM OF ACKNOWLEDGEMENT ' y ' s FOR RESIDENTIAL'] IVELOP`9ENT 26-8.1 of the Butte County Code this acknowledgement be -recorded issuance of a building permit. The property described herein is adjacent 91—ol2465 to land or included within an area zoned for agricultural purposes, and residents Recorded of this property may be subject to incon- j Off icial Records veniences or discomfort arising from the County of use of agricultural chemicals, including, ' Butte' but not limited to herbicides, pesticides, ; Candace J. Grubbs and fertilizers; and from the pursuit Recorder of agricultural operations including, 9:00am 2 -.Apr -91 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee_ Check ; 7.00 7.00 i XX 2 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real :property situate in the County of Butte, State of California, described as follows: S-0 3 7 Ldp-&-, Date : �G-i JOIE HS er, State of �) County of �) PROPERTY OWNERS: On this the day of 19 7/, before me, the SS. undersigned Notary Public, D09rsonally appeared LO ti OFFICIAL SEAL `JpFY MARY R. (ASEBEER NOTARY PUBLIC CALIFORNIA BUTTE COUNTY q<IFORN� W Comm. Expires Jan. 29,1993 Personally known to me. E] Proved to me on the basis of satisfactory evidence. to be the person(/ whose name( otic subscribed to the within instrument and acknowledged that— executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. NoAM/2 5 Z&) No ary Public F END OF UOCUMtNT ' EN® 07i ,DOp:' *OW N'T. .-3Y�' 1 _. __� . .`:< •tit. � ;'.: t +' 90-28568 ♦ t. " ORDER NO. BU -113971 LP DESCRIPTION ALL THAT CERTAIN REAL. PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I' IAT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CENTERVILLE ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OP THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 14, 1987, IN BOOK 104 OF MAPS, AT PAGE(S) 57, 58, 59 AND 60. RESERVING THEREFROM A 60 FOOT NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER HOOPER LANE AS SHOWN ON SAID MAP. EXCEPTING THEREFROM AN UNDIVIDED 50% INTEREST OF ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES, AS RESERVED IN DEED RECORDED MAY 29, 1980, IN BOOK 2518 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 266, AND AS RESERVED IN DEEDS FROM SPENCER LYLE SKILLIN AND MERRILL FRED. SKILLIN TO JEFFREY C. CUSICK, AN UNMARRIED MAN, RECORDED MARCH 26, 1981, IN BOOK 2607, PAGE 322 AND MARCH 26, 1981, IN BOOK 2607, PAGE 324, OFFICIAL RECORDS. PARCEL II• A 60 FOOT NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER HOOPER LANE AS SHOWN ON THAT CERTAIN MAP ENTITLED, -CENTERVILLE ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 14, 1987, IN BOOK 104 OF MAPS, AT PAGE(S) 57, 58, 59 AND 60. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. F END OF UOCUMtNT ' EN® 07i ,DOp:' *OW N'T. (0 uj x a: M(.) LL kfJ 0 ot ui 0 W RESIDENTIAL PLAN CHECKING GUIDE .(S.F., DUPLEX'& MISC. ONLY) Bldg. Permit # 7,f OWNER A:P.- # v GENERAL Zoning requirements: (sideyards and number of permitted living units). 8�.Valuation. Plans signed by designer. Energy Design and Compliance. -" Existing violations on property. - /6 Items on data sheet. ��PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc.. Other buildings or structures. Grading,. fills, drainage. _. Flood hazard. Special -conditions on. creation map or compliance document-. FAU & FAS road setback. FLOOR PLAN `.Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). a.�Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207)'. GFCIs in baths, garage, and exterior outlets (Article 210-8). 9.Smoke ht fixtures, switches, receptacles, and exterior receptacles for maintenance mechanical equipment. ations of water heater, eating and cooling equipmen other electrical or ,ggequipment, and plumbing ixtures:'� -rage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (Sec. 3304(e)). eplace and wood stove location, alcoves, and clearance. detectors (Sec, 1210). DETAILS ,,k'� Foundation.. plancomplete enough to construct building. Floor -construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction"details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). -"" Brick.-: =or-� stone. veneer =(Chapter 30) . RESIDENTIAL PLAN CHECKING -GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Exterior plaster - weep screeds (Sec. 4706). 6. Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. . Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2510. . Combustion air for fuel burning appliances. . Noise requirements on duplexes. . Adobe soils - special foundation design . Retaining walls requiring design. . Unusual shape, size, or split level house requiring lateral design. 1-9-. �lashing at all exterior openings. 5/89 I BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One -Form per Building) i -7 A.P. Number 11-57- --/ Building Department No. School District of City r__1 County' Jurisdiction Property Owner G L I FE ✓ 0 ti /t/s �-� F ! ^ �,r/ ,Project Location/Address �.,'7j 3 /"� /�/L//�% �'�i� C Subdivision !I /LL ��� //Lot Number Residential Development: / � a Sq. Footage # of Living MHI -Addition (Group R) Units # Commercial/Industrial: Sq.' Footage New Addition (Including Exterior Roofed Areas) i Building Apartment Representative Date (Floor Plans reviewed by School District•Personnel) k District Id No. 9f0LlgC ,, , U-NSchool District certifies that (Applicant Name) (Phone Number) V Do • v(Street Address) r" - (City) (State) (Zip Code) has complied with the requirements of Resolution No.�--�j� by the payment of $ �i /'93, a representing 0? 0q o square feet. school Distri�,ct Representative D"ate (4i 4 PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 0 ��le�.c Q ph rel r -e-e le, < <.- y 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 11-52-7 ZONING FR -5: BUILDING PERMIT OWNER Cliff Johnsen TELEPHONE 895-3719 SO. FT. OCC. BUILDING VALUATION 2,915 R 116 600.00 OWNER'S MAILING ADDRESS 200 Stillwater Dr., Chico 95928 660 M 9,240.00 CONTRACTOR'S NAME Same TELEPHONE 384 C 3,840.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 2,000.00 CONSTRUCTION LENDER None UNKNOWN Total Valuation I $ 131.6 .00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $513.00 ARCHITECT OR ENGINEER Gre it LICENSE NO. C21283 Plan Checking Fee $ 256.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $794.50 4.50 PLUMBING PERMIT Filing Fee 10.00 -5-03 7 H Each Trap 2.00 30.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 6 NAME Old Centerville Estates #1 PARCEL MAP �'q . S Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SF [2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer5.00 Mobile Home S G W 10.00e TYPE OF WORK New® Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 3 Bedroom _ Permit Fee $ 60.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 1 10.00 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 1 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. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) t] I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.tk) X 2yz¢sgft 89.35 OR ADDNS. ` ACC. BLDGS. NEW CONSTR.MULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. ) 20®50Q Ex. Occup OUTLETS OR FIXTURES BAL®30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $111.85 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. 1 I shall not employ any person in any manner so as to become subject 1�t 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 1 7.50 7.50 Dual Pack Cooling 4 Ton 1 11.0 11.00 Hood 1 3.00 3.00 Ventilation Permit Fee $ 31.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Cou y in consequence of the granting of this permit. 71 \ X Date Z V II Signator f plicant - Owner El ❑ Agent ❑ An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $30.00 o CONST PE TOTAL FEE $]/,027 . 8 Hq2 CUA I PARK I SCHL I FLOJ PARJ P Ho L16SUE vi This permit is nereby issued under the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date provi- to do been paid. Receipt No. 70218 $311.50 PC// WHITE-D.P.W.. FELLOW-ASsFSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTIUItR7T O UBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVYCLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA�SHEET Permit No. OWNERG- �L� / V G/��C�✓l/ A. o. 11-5-2- -00-7 Proposed Building Use S Building Inspector Date Z 3 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 . .................... .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions . le 10. Fees of $ 16i ................................. . 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... — 3. C tees Z? School District fees paid .............. 14. Sanitation approval from G>*t / �-?� Health Department:"l 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: ...... 8. Improvements may be required. Contact Land Development Section DPW A. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Insp c. re nest to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24&etter Recorded copy of Agricultural Acknowledgment Statement ......... of signature authorization /.. ` ................ �...... Q? 4n-11bt /a1- CaAl&&A 04;t l � 111rf rW19 rnf/.l i'i 1�5/ s7.e 7. When y9u issue the ermit, process as follows: Mail to owner. _ ... V Telephone 3 and hold for pickup at office. Other. Applicant Mail to contractor. _Deliver w/inspector. 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 submitted prior to permit i 1. Index permit for above items No. Zo F - . 2. Additional items required: (Circle, new item not checked above). Contractor, designer, owner, was advised of above required data by_phone_-nail counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Sets of plans on hold in Copy—DPW Plans approved by File cabinet AP folder Date Va 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER �, � i,`/ A.P. # 11—S12 7 GENERAL �I r.Y oning requirements: (sideyards Valuation. 3. Plans signed by designer. Energy Design and Compliance. " Existing violations on property. Items on data sheet. PLOT PLAN and number of permitted living units). Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. 4 Grading, fills, drainage. Flood hazard. 6� Special conditions on creation map or compliance document. . FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 1205). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and Smoke detectors (Sec. 1210). STRUCTURAL DETAILS clearance. 1. Foundation plan complete enough to construct building. 2.. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 443' Roof construction details complete enough to construct building. ,5 --Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Vt 0 Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). �. Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). 16 Roof covering type - (fire hazard). —. Rafter ties or bearing ridge beam. 8. Garage door or porch header sizes. Adequate bracing. f-2" Living area over garage - complete 1 -hour separation required on garage.side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec..3205). nderfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. Noise requirements on duplexes. 1 Adobe soils - special foundation design. Retaining walls requiring design. /unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. %I ,.J A- �, ..! i . ! SOP CHORD2XM 7157LARCH 01 30T CHOFD - 2X4 F In -LARCH #I WEBS 2X4 FIf-7-LARCH STANDARD, EXCEPT AS SHOWN -;IWJ-2X4 FIR -LAP& -it 01 -ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH qEOUIREMENTS OF I.C.B.f�. RESEARCH PEPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEOT W14EN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 F9R 'PLATE LDCA71OW ON TYPICAL .JOINTS.' Cr-"IErTOR PLATES UESIGNED FOR GREEN LUMBER PER NDS STABLE 8.15_ 1 ( j %Rnwws comuectioe at »all pats: wsan TC2b7► `See catalog C-PT90-1 for natitng sPecrf'c:aU0='-- - TC X -LOC L -R: 0.29 4.23 7.66 15.09 16.00 21.85 26.58 31.71 BC X -LOC L -R: 0.29 5.94 11.08 16.15 21.73 31.71 PROVIDE FOR "OnIZONTM- MOVEMENT AT LEFT SUPPORT. (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO -BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN W) AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPL ICE . f lop -CHOW SRALL HE LATERJALLY BRACED WITH PROPERLY C.ONNECTED FURL3f4S SpACED-AT A-MAXIMUH OF 24' O.C. - NOTE' 2X4 -4? HEM• -FIR OR BETTER CGNTI 1S LATERAL BOTTOM (:MA13 CRAC INC V 72` V10- D.C. REQUIREO. ATTACH WITH 2-15d INAILS. BRACING IS HBO REaujpEO If A RIGID CEILING IS TO BETACKO SUPPLIEiJRErtM ATTACHED AT BOTH EMS TOI&"ATERIAL SUITABLE SUPPORT BY F-MCTION CONTRACTOR. WfJIN, SX8 3x3X5 i.5Xd 2 5X4 .q S . 5X4 2 5X 1. 5xA . 5.0 - rr r `^ _ -x toz Bx12. 4X4` Axa c�v� ��� =.5x4 5X12 = 2-0-- 15-0--0 16-{)-0 32-0-0 OVER 2 SUPPORTS- - A -t p- 5.50- - CO 'P? T. TYP.-ALPINE SEaN--1O41d5 FL�ISR A CXDPY DF THIS DESI6N -10 ERECTION CONTRACTOR . G 0.1875 STALE = 7--0831 _ a a� aFP v o e.nE . oeoazes ,ac X I M?flA "f AM7 JF mni oc�m�� .Z �• Esea�e a Mata I (dr. w- swwum B x . 'AeM1'16', r Dtsl REF T,� D4 •• 16.0 - ! 1x/90 -+ p O O >Q d (� C Or cs s'E"w'8 � wm sosssermDn6 e:• acs �rtrme VMS asoma mti wr FX&M m DOW +s6 .ski ne Lues eaaE +taY 6Uil�1S ��' a3e :n. A11� Pr4�6.Eff 1010"' AO E�•�c*ya�i . � 7esi mna tela �¢eiweat soca¢ - `r : C i ® I�IUIB CMi 27 �019Y o c� � =, p Q a� as aasf ��mot® seta � AAM CaMW •. aaart suc>Aes alauo�trs. •w•V seems¢ seAV ear 17� OWL e@ 11tTOMEl'CAi sc OL �l9 t CA-EN6R$ vn1esaf sspn MET= sa aw�r cummmevps m wra asps m Fecrt aav+ am vtrww �nrnY av+aoes w�*mo se r®csc TOT _3 D . _0 O/k € EN. 3c�=o'0 Q a� L>afdF. SE00aC 7 87E Y aL' C+!!4 iAP� RIIE79AiE 67aM. seae• =moo= COW" sa.n xoeJ CME I-XW Ems ®47 1 P� Al PI am. -So tEBC.iK atT.1iCdG ss ast�erm a �>x. ee mr um "mB(tR 1 _FAC. 1-25TMSS `------ • aaea� oras_ ®6iw+elexFOEa eavtvtq. e s e SPACING 20.0' Tei E SPEC -- a= e= t-- � o ce �„e, _,e® >�rraaeE_ Cao®- n.ef ttx�a asx�srasem�oe sw .ma' 0efs7==vuw WfJIN, TOP.CHORD 2X4 FIR -LARCH 41 g0T CHORD '2X4 FIR -LARCH 41 WEBS 2X4 FIR -LARCH STANDARD .3:ONNECTOR PLATES MUST BE� 'INSTALLED IN ACCORDANCE kITH .REOUIRENENTS OF I.C.B.0. aESEARCH REPORT 02949. • i ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AM TOP TO BOTTOM. EXCEPT OR *PiLATTE LOCATIONS ONEN LOCATED BY IRCLE OR TYPICAL.. JOINTS.ON" F SEE DRAWING 130 . ,I NOTE: 2XA 03 FEN -FIR OR BETTER C014TINUOUS LATERAL BOTTOM CHORD BRACINNAILS.G 0 72" HAX..O.C. REGUIRE.D. ATTACH WITH 1.2_16d T ATTACHED DIRECOpATI TflS-NOT�ZTW OUCHORD IF A BRACING IMATERIAL TO BEOR�LIED AND JATTACHED AT BOTH ENDS TO A SUITABLE . 4X4 TC X -LOC L -R: 0.29 7.77 15.00 22.23.29.71 n BC X -LOC L -Ft 0.29 11.60 18.40 29.71 =:•.C'. SINGLE CUT WEB 0-TC:1.4 4 D e' M BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD- .4 TOP CHORD SMALL BE LATERALLY BRACED WITH PROPERLY CONNECTED. PURLINS SPACED AT A MAXIMUM OF 24' O.C.LA O CONNECTOR PLATES DESIGNED FOR GREEN LUML3ER PER NDS TABLE 8.18. 0 a . sr 15-0-0 115-0-0 . -• 1'14 C0436t5 I4 E -;L 63493 30-0-0 OVER 2 SUPPORTS R.-10240 W- 3.50' P-19240 : AA PLT. TVP. -ALPINE SEQN--101113 FUMISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR �RR� .4 49E 0.2500 •y' ,,.. as.mrro�.wuc 6 ve. ,.,�s...a....ve w. ARNING «.asa m An T REF R427--0479 1 v v cm o v o iixjW0RTANT**amu w s.sss"Lo a. Sam uM • rw samw D. a sira+o.w 7w-ar . o.oa w wawa 1 ti PSF 06/25/90 0 o a o wroar #aam smcww e.s a�atM �. w .o as s s�o .s is o..�.•.Q 10 cowmw 9�t760f3 v c o o o v a+s Im �• sum" sew• W Ws. aiac �'Miw worwa waa�'�w {� 7OMFA . o •waM a► a..c � a�..ciu so ..�. a,,,�a. �aae....s..ua�.o..®c OCU�ENGC=liap� o c vulowa t owa waTsa iaoeos sf saA ws saw • aww w. ow s+an ai Lawas Ir mare `n" .w..�.r "..rss yaw.. ar"o"� CA I.O PSF 01A l EN . 30-0-0awi. v o o ....* aa..�+.o o w ..ad aw ...R .o..na s;ava wws wE .omn a��s amoa�a oaw. •oa... Via„ w—al 'w.aaas - swv ow yam .zw Qa,.s s#..ea.C o. isw. • ww as .as .s —lam . 1 .25 PITCH 6.0 12 TRUSS .o..:c+w.r. p "'0"'"w's"'a'a �'MOAPW aasw.a� aa�.:• SPACING 24.0 TYPE comm— o cs v o s.nw cnm TOP CHORD 2X4 FIR -LARCH 01 30T CHOF0' 2X4 FIA-A_ARCH 01 WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOWN .W1 -2X4 FIR -LARCH #1 .:ONNECTOR PLATES WJST BE INSTALLED IN ACCOUIDANCE WITH 4EOUIRE4ENTS OF I_C.6.0: RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WlrEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. ;COTE: 2X4 43 HEM -FIR OR BETTER CONTINUMS LATERAL BOTTOM CHORD BRACIND @ 72- MAX. O.C. RERUIRM. ATTACH WITH 2-166 NAILS. 13RACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND A T T ACE -ED AT BOTH ENDS TO A SUITABLE SORT -BY ERECTION CONTRACTOR- connection ONTRACTOR- connection at. vd1l Plate: Sitapsoti � See catalog C-PT90-1 for na1iispecifications_ 6X6 TC X -LOC L -R: 0.29 5.54 10.27 15.00 20.06 24.73 29.71 BC X -LOC L -Pc 0.29 7.97 15.19 20.06 24.73 29.71 C PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT'SUPPORT. fl ((A BOTTOM CHORD CHECKED FOR 10 PSE LIVE LOAD. j' TO CHORD-SNALL:.BE�LATERALLY BRACED WITH-PROPERL'Y'_COIN C—TED (D O&tL-INS_SPACED-AT A-MA-XikUM--OF-24'-O:C. 0 COW4ECTOR PLATES DESIGNIED FOR GREEN LtMER PER NDS � TAKE 6.18. 0 N 2.X4 €.L_ it 15-0-0 115-0-0 tgF '1T ALT- T YP.-ALPINE SES --1041 98 F 94. A COPY OF THIS DESIGN TO ERECTIOW C(9NTMC40R T --j r twLAL = 5..t-aVU evarff&ew s S :�. »-.t�sm"En mom; AF1i� IM I C I� 7--08321 C= o ® v v v . x*jNR,*$1TANT-XX swu sw a aA m amManc �rnae an r 16 '�D 0-/10/90 v cs v v o e=x rEos aicw asp . wc�ra,aas� maa �.tas �aszxsr� mer-�6-, ®oaAtas .em sra� ums � ® � rxuaw sp 6 0tna sw rte= ns swv eio ,_ r TC ilL PSF € PMG C 7 90191099. vmanosr araoam esaw ez ws. at91Ir Itsaa est act ctaci6 epee QGmW= nWA M s� ffAa. i 6m own s aCTS w®I tG. sm_wm tiles, 0 5 J O C= q � a[S els A. QWK sssa10 ext ver CA C,LrP' PSF CArf_."i6 BC OL - i v i s� rm ung ® anew= amm 4zm. 60MUMFEM OF &M &"S QUM mwT aoo,Ee*esr. so waw rer>rs re Fsvl a�aar A� tm -orate air eme�e nasOaD S�?aattq Ste, f ARM Sao= 0� A' 1®alat C7QfRC Qi10a.ffim L'lDOR. 90R^,B7 CNOO tfimi �1�T. 69 ram TUT.LEi.31.0 PSF 0/A LEN_ 3Q-�-� 9 vmwmA s� smL a- AS �:� 0" : - ao .m tm fleet .FAC _ .25 C=3 � v o v a •ttr7 3C'a). mm "m iE..samr :aF�t:m Lu m. - nano st,W ,�,, " mm . um» to<w" tte�MAT mt fm fm, vat j v sPACTNG 24 .0 TYPE SPEC -- 71111f., L, TDP CHORD 2X4 FIRl--LARCH �1 30T CHORD, 2)f4 FIR -LARCH f WE5S 2X4 FIR -LARCH STAODAM ;DN-JEC ENT5A0F RESEARCHINSTALLED REPOR �IN A99.. WITH ALL PLATES ARE TO 8£ CENTERED ON THE JOINT. LEFT 70 RI6Pif AND TOP TO 60TTOM. £XCEPTN "PLATE �OCAFI SYONIR 3CA0L JOINT SEE GRA14ING 130 FOH ALL_ TOP CHORD BPLFMS OCCURRING iiEIVEEN ATELY FANEL POINTS ARF TO qE LOCATED AT APPROXjMIN 114 OF PANEL LENGTH 4 FIORE Pfi#iEt POINT JWITFE"Iid 12'1 AND SHmJLV NOT OCCUR IN PAWLS NEXT TO A PANEL POINT SPLICE. CONWCTOR PLATES OESIGWq FOR GPE4"N LUMER PER NOS TIDE 6-J5. (A) Refer to draw U4 3.Q�?�` for lertf2t hoop cOord outlookers. (B) This area of t--uss designed to s%WO 375 FL (§0 pPORT t J� - 3X4 5X8 1X3 uj r nun v00.... 0 TCFL- 't D.29 4.35 7.90 11.45 15. 29-73 BC X -LOC L -R: 0.29 5.58 1Q.36 35.19 2Q.06 24.73 29.71 M D . 2CbMI PEETE TRbSSES RED IREDu FASTEN -TOGETHER WITH 160 NAILS TOP CH ------------------ 16" O.C. VFEBS—------ ------ 4' O.C. STAGGERE© W15' O.C. o BOT CH ----------------- .. �t ,TOP CHOM-SHALL--6E LATERALLY BRACED UtIT}t PROPERLY L'(}ONECTE0'. N INS -SPACED- AT A MAXIMUM OF 24` 0 -C. � ALL MAILS SPECIFIED ARE COE4dON WIRE NAILS. NOTE: 2X4 A3 HEM -FIR CtTIaO LATERALeOTTt3 ITH CHOM BRACING @ 72' K&X. 0-C. AEOUIRED. ATRICH CEILING GR -2-166 NAILS- ACING iS NOT REOUIRED I�ACIt96 OATEOIALL IS ATQAt'.WD DIRECTLY TO BOTTOM CHORD - to BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SL;pp 3X4 5X4( 3X4 4AE�t 6-00 �4 f 4.00� 92.1 2 _ 5X4 12 2.5X4 Y2 2.9,X4 4x81.5X4 4x 2X4 6X8 t2-6-8 _ - 2X4 F. L. 4 { 15-1-12 1 4-10-4 10_0_0 d2=0-0! OVER SUPPORT PLT. TV33_-d1LPINE OF SEt4--104151 FUMI i C sa t�wig RTA%T *X a�ea+ �' sO J ate 7YSE L'd=LOA>9 to fNP /gtx/ItD1d' � /:."7 � t �/ flRI 61Q.IC� � 178164 Yi'e �+ in �C� C] G7 '7�7 Gt/5Q Q oo OF Algal A" 9WEALPSaa IFtrac0 cess� an atml SffiEs •e F.um iO * as usoo oolc �e a' a®In111L „Hess „�„� eQold vca. `--�n � C-3 �sol ,� ataa,E Tem I.on� - umraa� P-13450 A- S � E*,aaec 1x1 4ARNING v won -m ale 60=w, m sry-m-. 0-cros owl) ,» W.O1Porr ai p--tr+l1 VMS R� Fw xW1110IL faeCJ/l CA - newt Rr comm OWL am uwwaLv oml; Z) 01M asvmp v ani ocaa m s�/r+ 00W8WVX alam MGM IE111W ac scours Pecunm co C861M. go DW 4M %Ono Films TOWS r,�4• PIT - LL f tTE 07110 TC 0 PSF UFAIG :PJJSAQ7 S sc 5.0 PSF CA -ENG te5N 4 TQT . LO . 31.0 PSF 4/A LEN- 3f --- _6i _FAC.—�`--- SPA.CING 24.0' TrPE SPEC- 9 JP CH0 2XA f IFS --LARCH 41 ,T C;HUFre, ' 2X4 FIR -LARCH 41 WEBS 2X4 FIR -LARCH STANDARD -14dF1EC1OR PLATES MUST BEINSTALLED IN ACCORDANCE WITH .GUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 'L PLATES ARE TO BE CENTEREO ON THE JOINT. LEFT TO RIGHT AND -0P 10 SOTTOK EXCEPT WWW LOCATED BY CIRCLE OR DIMENSION. =E DRAWING 130 FOR `PLATE LOCATIONS ON TYPICAL JOINTS. OPsGHOM Si4ALL--sE--- A-TERALLY BRACEL1-HiTIi F ERLY CONNECT! 1iP1LiIJS �P_d®,A� A-T9d3(I!�4JM--OF 2�S"-D:C. 3TE' 2X4 #3 HER -FIR OR BETTER CONTINUOUS LATERAL BOTTOM GRACING @ 72' MAX_ O.C. REwUIRED_ ATTAC14 WITH -16tH MAILS. 8RACY46 IS NOT REOUIFED IF A RIGID CEILIMS S ATTACHED DIRECTLY TO BOTTOM CSS. SAACING HATERiAL 0 BE SUPPLIED AND ATTACHED AS BOTH ENDS TO A SUITABLE 1,PPORT BY ERECTIC" CONTR.ACTOA. ffElf 44eenomen&e6 comsectlon at trail Plate: -SLOPSO '+`24. §ee catalog C-P''9G-E for nailimg sPecificat3�ors 3X6 1.5x4 3X6 4X4 �i•`� 32 5X6 2.5X4 (IrI) 15-1I-0 J 2-i?- yI3-8-4 � 2x� TC X -LOC L -FS: 0.29 2.31 6.97 11.49 16.00 21.05 26.23 0 31.71 BC X -LOC L -R: 0.29 2.43 9.30 16.18 21.06 26.23 31.71 C PROVIDE FOR HiORIZONTAL- MOVEMENT AT ONE SUPPORTfu (U) BOTTOM CHORD C>#CKED FOR 10 PSF LIVE LOAD. 4 v ALL TCW CHORD SPLICES OCCURRING BETWEEN W PANES. FOI"TS ARE TO BE LOCATED AT APPROXIMATELY O 114 OF PANEL LENGTH FROM PANE. POINT (WITHIN 12') AM SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPS.ICE _ 4� CONNECTOR FLAtES DESIGNED FOR GWEN LUMBER PER NDS � At TABLE 8.19_ v 6X4 3X6 4X4 1 8X12 16-0-0 116-0-0 6X8 2X4 F.L 1 1.1-0-0 +LT. ,TYP.-I%LPIW SEi3N--104146 FURNISH A CUPY OF TMS DESIGN TO EFE:C:TIC ALPMOMMEORD "m's ac. =mom ammam zffvmm CME -4r= t= C=2 o =3 -x1N 0RTANT** m&q. wn AANING An WASL AM i r� � m mann smm vem � on !� W"ATIM 9310A .mm -on-Mr. ®uCi lir Tomm JQ D c7 r� tuG COMM Zp are r4no & IV 62mm we Tv&q& so ¢ UM AW .JCTZA�� ASFi'-E 3�d6 tt7w J®D. m -L E MAO-PERU- � cmpscar fow ae GeV= coma � • 4A%zm Vewnmm Qwffom.L- Dam serrm .c. :sa of sw 1Cr� 9�'c 3. L T® umm SOL GE ELER+ v aysQb W "e sews = swm aam NO umve am saasarar arcsW f.l+ XUCW ate. s tees• a e�2 coa£mc ciTr VWCE WM. �M3"o8ao eenDssr om ZZ�SM sat�oRUG 3iFcs•Qsar sire ,� s�eaa a SY !& 6+C'4%14D @� amlot. mew "m mm �C7@i MAF -mn �C:1. t'BCdBi iQPI P'7Q% m15tmssr WAAM tow -2- =1 C= _?m - TULNE !RATE yf mvmmc "F3 ammm'1G9SR1' NO at�_ - 3X4 i.00 r 4X4 1.5X4 0 CA 2-0-0 ry L L[ M;K: ra q 7• r I �. b C L T01.L0_ 31.0 PSF MR .FAC. 1.25 SPACING 24.0' 8427--08315 DATE 07/10/90 OpWG. CNJSR427 9019!027 CAW-EA16 0.,g -1 o/A LEN. 32-0-0 'TYPE �Yyt•-- �4 : j '7 < TQP M6 2X4 FIR -LARCH 01 30T CHORD 2X4 E IJl-LARCH #I WEBS 2X4 FIE—LARCH STANDARD. EXCEPT AS SHOWN jW1-2X4 FIR-LARM 01 -ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WIT14 4EOUIREMENTS OF I.C.8.0. RESEARCH SPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE :JOINT. LEFT Tn RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIFICLE OR DIMENSION. SEE DRAWING 130 FM 'PLATE LOCA71ONiS ON TYPICAL .JOINTS.' CONNECTOR PLATES UESIGHM FOR GWEN LU'WER PER NOS TABLE 8.15. (H) Recommended eocreectiolm at wall p' at -e; SWsam TC26. See catalog P190-1 for natling specifica.tICOS. 3 TC X-LUC L -R: 0.29 4.23 7.66 11.08 16.00 21.85 2-6.5a 31.71 BC X -LOC L -R: 0.29 5.94 11.08 16.15 21.73 39.71 PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPOPT. N) BOTTOM CHORD CHECKED FOR a0 PSF LIVE LOAD. ALL TOP CMR0 SPLICES OCCURRING BETWEEN PANEL POINTS ARE TOM LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POIKT SPLICE. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTEO PtIALiNS SPACED AT A MAXIW M OF 24' O.C. NOTE: 2X•I -03 HEM-fIR OR 92TTF-A CONTIidtJt'IiJS LATERAL BOTTOM I.MpD MACI.W6 @ 72` !iW.. O.C. AEG UIRED_ ATTACH WITH i -95d HAILS. BRACING IS ;40 REGUIPED IE' A RIGID CEILING IS ATTACtCD DIRECTLY TO BOT -100 CHOM. SRACING "ATERIAL TO BE SUP7PLIEC AND AYTACHED AT WTH ENDS TO A SUITABLE SUPPOW BY ERECTION CONTRACTOR. ?3b 10 12 3X12. 2_5X4 -� 2 -0 -r- 1 --.a 1-© 10-7-8 32-0-0 OVER 2 SUPPORTS R-11!®64 9- 5.50" PLT, TYP.-ALPINE, SF -GN --104145 FtwXiSw A COPY DF THIS UESI6N TO ERECT.I6" COMPACTOR REV 15_3.4 SCALE = 0.1875 =2 a o C= o o -xI�9P0ATANY*X vuiL v= AAMING� � v . DESIGN CRIT: UBC REF D427--0831 0 o a e= � %Wt atrsseraveNc � — a..e�s� .eomaw yes: � � .ems TC LL 16 _ PSF GATE 07/10/90 � c t=r rias %MIN ea AM TfWM W BMW UE .ate co cureiVA" no 1wmws3vam , �rrsgt . � TC UL 10. 0 PSE Dmr. Gut 7 mgie2e d a � LTM ne'y.vry 6':R�6 WSW ea cu. atsese TOM OMM 0aa &msra2at �¢ �a- -, Q � e= xW "UMA01paD avow ze comet® s>m �► suer . ow OL (U) 5.0 PSF CA -EM U �' XPi UTESMO Won uR,T � a mur sec � •_ t� TW aos � ee tnwa�• sus CA —_- e� ami �metrem n. etord a,Os AT scot =" am LOCM arm ly aa�ra� e�wt� rratta�mAese TOT _LD. 31 - 0 PSF O/A €.EH. 32-0-0 a T ems . eE� a=M jg+E r a:Eaaw WMEW e�SE epee_ etc $0 QaQ Mm 0WQ& � Q _ comw sz � Ss" �w.um" is Epmrmu . anew ues OUR -FAC. 4.25 --------- - a g „ems y_ MM FIDE Ot a FWAYM tANSM. � 8 4 �, � c � � r= VM - net msst�ueC JW - ""30M& a_taW ee®vev"em eco AMM opftvT$ en= SPACING -24.0, TYPE SPEC— L/ n: s TOP.RF CHORD +2X4 FI -LARCH 01 SOT:C4DRO 2X4 FIR -LARCH �1 WEBS 2X4 FIR-LAFICH STANDARD OZONNECTOR PLATES ST 8E'•iNS MITALLEO IN ACCORDANCE WITH .aEOUIREbENTS OF I.C.B.O. RESEARCH T•IEPORT 02949. • 1. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND j TOP TO BOTTOM. EXCEPT WHEN .LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' NOTE: 2XA 03 HEN -FIR OR _BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACIM @'72" HAX..O.C. REQUIRED. ATTACH WITH �.QUIRED IG4CEILING I16dALS.13RRBRACIN1ATERIALL-CTO BOTT0ICHOD TO BATTACHED SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE cXjpF'ORT BY ERECTION CONTRACTOR. 4X4 TC X -LOC L -Ft 0.29 7.77 15.00 22.23 .29.71 (7 BC X -LOC L -R: 0.29 11.60 18.40 29.71�• -C". SINGLE CUT NEB 4-TC:1.4 �: A• M BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. N: ' TOp CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A 14AXIMUM OF 24' O.C. o CONNECTUP PLATES DESIGNED FOR GVEEN LLA4BEn PER Nos � TABLE 8.18. 0 u P-10240 If- 3.50' PLT. TYP.-ALPINE SEIM4--101113 FUIPNISH A CDP I.aa�v a�sas tee. u I! v e=y cm c= c o xjMP0RTANT**—L w a aaspott ray v o 0 o m eaatu nor Seca taactrK02at • ow sada" P c t= c o asc apnea r a •oaa w ams we aas w v.wn C= c a o awn ant: -OWLE . gwwam awe• a WL asap 00 rl ' . as .~sows wE s east to naa taAa au 4 v v c Q ALPi o ..■•aa: tam .tea .eQwp.wa s as ws atee o wa• wwat aR • a w Oar n can as no saxv C= same tt� arm at r wwa mum vema= go v Miss o awr:tawua. •awes+ as r.asara: •ao�acsae as w on 0 0 Ca a= cv v ...,,a ,nuts -sen, .,es - uptam. Y OF THIS OF -SIGN TO ERECTION CONTRACTOR TIEV 15.3.4 W.ALt. - u.a:Zvv 4ARNIN G va atesum twsnw En .ws.at 'aff-w. aw wo even, VENOM a..oaw st rtr am arsta .w atpteewea sessa atar� 041" sem," .w isomem s. eus.as.ae; naw as oss swa a Lues a+ sea® CA aw awe 1 .,.8CMINOno aaim aasataa � ���' trraA awe aur aw Qttao tw wamn r a� as eatear. • om as am mow am pwa +e..ow eotm ta.er. G- 24 - 90 DESIGN CRIT: UBC F 1C LL 16.0 PsF c TC OL 10.0 PSF c oc: OL (U) 5.0 PSF I TOT to. 31.0 PSF f OW . FAC . 1.25 I SPACING 24.4' i ;F M44r--V"a7J ►IE 06/25/90 WE, CA IGMV 9otT6013 k- Em. f IEN. 30-0-0 ITCH 6.0112 _.- cnuu__ "OP CHORD 2X4 FIR—LARCH d1 30T CHORD 2X4 FIA—LARCH #1 WEBS 2X4 FIR-LApCH STANDARD, EXCEPT AS SHOWN _W1 -2X4 FIR -LARCH #1 :ONNECTOR PLATES Mi1ST BE INSTALLED IN ACCORDANCE WITH 4EUUIREMENTS OF I_C.B.0_ RESEARCH REPORT #2949. '.LL PLATES AAE TO BE CENTERED ON THE JOINT. LEFT TO AI04T AND tOi' TO $OTTOM. EXCEPT M-lEN LOCATED BY CIRCLE OR DIMENSION. 3EE DRAWING 130 FOR -PLATTE LOCATIONS ON TYPICAL JOINTS.- 4OTE: 2X4 93 HEM—FIR OR BETTER CONTINUMS LATERAL BOTTOM ,hTR0 BRACXNv @ 72` 14AX. O.C. RECUT;". ATTACH WITH ?--166 NAILS. BRACING IS NOT R£OUIREO IF A RIGID CEILING YS TACHEDDIRECTLY TO S(JP—IEO AND ATTAO-CEYTAT BRACINGCH CHORD. BOTH ENDSA MATERIAL SUITABL i0 BEPw "LiPPORT BY ERECTION CONTRACTOR. (H) R'ecoameoded connection at vaLl plate: Simpson TI24. Sae catalog C-PT90.1 for nat.iing specifications_ 6X6 -0 FROM (ITER INPUT LOADS S DIMENSIONS) SXMIMQ BY TRUSS W TC X—LOC L—R: 0.29 5.54 10.27 15.00 20.06 24.73 29.71 SC X—LOC L—R: 0.29 7.97 95.19 20.06 24.73 29.71 PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPORT. (U) BOTTOM CHMO CHECKED FOR 10 PSF LIVE LOAD. TOP CHS SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24. O.C. CONNECTOR PLATES DESIGIlWD FOR GPEEN LUMBER PER NDS TABLE 6.1$. ? -5X4 � �� ! '� 5x4 1.5X4 3xA 6X12 tlra.00 12 i 2A 2_ t�` 3X82.5X4 l 2 / � y �2 5 2X6s3 S Ct+i4 w� 1.5X4 .4 ��vt EX6 €D) 13—Q -1h 2S4 F.L. 2-0-0 15--1-12 4-10-4 10—()-0 30-0-0 OVER 2 SUPPORTS #t-1t32'4+T 9f- 5.5ti' A—tO248 *— 5.50" )PLT. T YP.—ALPINE SEOI --104148 Fi3RMSH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR PEV 15.3.4 SCALE = 0.2500 � c� c=e of o cr �tIMPORTANT aiotL ARNIM )Wwa� �m � DESIGN CRIT: �C �F �R4�7--08321 y crs o sem 1�arA+rwi FTai T aloixlrap,;aw •n azar �ae�e�-m�.-�s-. a� .!mow 3C LL 16-0 c� DATE W/10/90 p C � 4=2 "m �s oa rat FASi.M so dmty x� r� 14 i>aow�Anr 144E ce c3 . �vE VTSTst maria sum' Ix in. Ammer iris "a A99"T m qE7 m TC OL 10.0 P$F DR4i6 7 9Qt91cY29 0 0 0 r� +aiw�.ae�ei ssg3i G�iaGL C&U141 es sm +mer eiae�ns +�. swum a1>s".e 81C OL (u)5.0 PSF CAr-EN6 5 a AL �1 o v1lAsanrE ea�aoc 1>�as OF AM AA4 � A. owt RP OOM SWL CE ar T NWA: i CA XM'e m CRO FABS n A.+oi � A t MTE WTM 1T1�T AWSAPM etrro�o � PBT . LD _ 31 . O PW tz/A LEN- 30-0 —O vim. IF -MO � loom PRE A' lumax EOLM ®ts� E"�A. S)C'i�1 4100 f�7� A6iD �Ti3i74Tr Q�1 �'G111S rm TSS ,� m3smm sT.1w mu=,mu As omnw - sem. w sal rE Taus 9 "-FAC- 1.25 r, Ino mum 0c. �'i8I mini FM sFwomf YaZ�Fm Lu;w. C3 o o r= - rts�a rates saeraeasc_ IM . Unmet_ CESM 2 s » wrm avaeTamum SiPACIAt6 2.4.0" TYPE SPEC-- TOP CHORD 2X4 Flit -LARCH #1 30T CHORD 2X4 FIA -LARCH Al WEBS 2X4 FIRS -LARCH STANDARO T BE IN OUlREMENTSAOFSI�6.0. RESEARCH DREPOR 2AN9- WITH PLATES ARE TO Bt CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FO" 'PLATE LOCATIONS ON TYPICAL JOINTS.' ALL Tai' CHORD SpL_IC6S OCCURRING 9EIWEEN PANEL POINTS ARE TG F LOCATED A7 ApPROXIMATELY 114 OF PA€4EL LENS�T24 FE Pl�13EL POINT gy?ITh'IN 12'! AND SHOULC NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESISWU FOR SEN LUMER PER NDS TABLE 6.98.99 Eil£ details. (A) Refer to drawLng 3.02?,9for gable ;g} :fiis area of t=.uss designed to szt 2Q� top cdord amtlookers. 3xh 'FULL SUPPORT 9 3X45X8 �_ta 1X3' (A) 6X s s� 4.00 92. 25X912 2.5X4 12--6-8 FIMo r� aer TC X -LOC L -R; 0.29 4.35 7.90 11.45 15.00 2U.06 2A.73 29.71 BC X -LOC L -R: 0.29 5-58 10.36 15.19 20.06 24.73 29.71 FASTENTOGETHERWITH : 1660 RbSSES MA ®SIRED TOP CH ----------------- 16' 0.C. WESS—------ --------- 4' O.C. STAGGERED BOT CH ------------------ 16' O.C. TOP CHOW SHALL BE LATERALLY BRACED WITH PROPERLY t -,DN tCTED pURLINS SPACED AT A MAXIMUM OF 24' 0.£. ALL (JAILS SPECIFIER ARG CoMmoN i 1RE NAILS. H DTE" 2X4 03 HEN -FIR OR SETTER CONT INIjaM LATERAL BOTTTIN C"ORO BRACING @ 72' K". O.C- AEMISED. ATTACH WITH .2-166 NAIL s. BRACING iS HOT iEOUIRED IF A RIGID CEILING IS AT-TAt-WD DIRECTLY TO BOTTOM CHORD BRACING HATERIAL To PPLIEDeA4D ATTACHED AT .BOTH ENDS TO A SUITABLE 3?i4 5X4( 12 3X8 �106-00 6x8 13-6-5 116-0-0 15-1-12 4-40 4 _ — 32-0-0 OVER SUPPORT OF Tt" S 9ES16"TO EVES T' F$DF M SK A C€Wa PLT. TYR..-ALPINE S'ELDiF-1041 51"'M loc a o® z= s= E X Il4PORTART X swa am a cmomsaE — al ZmAnw VFW VOOE smmr awn an ata% aSmATa91 G3 C7 iJ a�'i SfLl71 w — S -uw 7/ smia ow ala Imfummc J CSy %Flaw WE `mails clam m —on Ba In- &pm l C= a=3 1= m%srsoas� allla%a 61ELVM - -21 -0" 1= 1 pi "pyeF,,,p s mvax6 AGE a' a ua>�s a ,as waa lava 4-a. a o 1::l C=3 t=3 a 1.5 4 sats „�� o "EM VAC i olAR 1I NG a. alAau�ta� taae== an w=wawxnv--, - all, ,ms muim flx aaaw-aI AL Vwa- WgWL %W 000 SOL Fe a1wPAMY WOM om asawwr Aryat" a Okocw wwwnsws eery n ow m to taGWCEa_M4a 9w9&M es; tsecp-M ml gym. WOW crm sac anzo man Flamm swupmn Trzb%m %.Ge . 22.5X4 ii -13450 v- 5.50' XWRACTUA REV 15.3.4 OESI&4 CRIT: UBC Tc LL 16. a PSF TC OL J().0 PSF CA 8C OL 5.0 PSF TOT . LD. 3Q 1.0 €ASF Nimp1a Imasipol 1.25 SPACING 24.0' 0 A C fl Az v W 0 f1 N 0 N is A90193029 wF R42[DATE 07CyCh-ENG !e Cr/A LEN. 3Z-0-0 JYPE SPEC - 1 `- JP CNORO 2X4 FIR -LARCH 41 IT CHORD 2X4 FIR -LARCH 41 REBS 2X4 FIR -LARCH STANDARD 44ECT0R PLATES MUST BE INSTALLED IN ACCORDANCE WITH GUI%MEt4TS OF I.C.B.O. RESEARCH REPORT X2949. L PLATES ARE 70 VE CENfTEREO ON THE JOINT. LEFT TO RIGHT AND 3P TO SOTTOK EXCEPT W1EN LOCATED BY CIRCLE OR DIMENSION. =E DRAWING 130 FOR `PLATE LOCATIONS ON TYPICAL JOINTS. CHORD SHALL BE LATERALLY BRACED WITH PFIOPERLY COMMECTEO UP.LINS SPACED AT A MAXIKJM OF 24' O.C. 3TF: 2X4 f3 HEN -FITS OR BETTER CONTINUOUS LATERAL J30TTUM -KM. BRACING R 72' MAX_ O.C. RE%-vUIP.E0. ATTACH WITH -16d %AILS, BRACT -#'6 IS NOT AEc3UIFED IF A RIGIO CEILIMS S ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL 0 BE SUPPLIED Atm} ATTACHED AT BOTH ENDS T4 A SUITABLE_ . PPORT BY ERECTION CONTPACTOR. (s) R--ocameoded erection at scall Plate: Ston TC24. See catalog C-FT90-1 for nailing speclEicattons_ 2 I _5X4 3X6 TC X -LOC L -F;: 0.29 2.31 5.97 11.49 16.00 21.05 26.23 31.71 BC X -LOC L -R: 0.29 2.43 9.34 16.18 21.06 26.23 31.71 C PROVIDE FOR HORIZONTA1- MOVEMENT AT ONE SUPPORT _ru � (U) BOTTOM 040AD CHECKED FOR 10 PSF LIVE LOAD. 4 J ALL TOP CHORD SPLICES OCCURRING BETWEEN 0 PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY O 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AM SFi0i1LF3 NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. � N CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS O U TABLE 8.48. v 6X4 3X6 2.6X4 4X4 3X6 3X4 4X4 32 5X6 2.5YA 13-8-24 IA - 10368 w- 5.50' 8RI2 2X4' fl6-0-0 1_ 6--0-0 32-0-0 DYER 2 SUPE} 1.5X4 s 6X8 2X4 F. L, J11 c 11-0-0 "1T. TYP.-ALPINE SES-104IA5 FURNISH A COPY OF TBaIS UESIGH TO E ECTIC t� *IMPORTANT** � rsn � •ate", F" +•x. ARNIN6 � c me 10 C7 w''7Pietsa F" USESE OMFEMTt�$ au sac Etl/evow 9rfsZ7Ni.� 'i9ra -s8". IWOM SUM 1on"M nar ®cs■ iA I' win w "=a TRE T"Lv& as aac 09198WS as � Y - �� O aa¢e9 TW '67Aa71� S:I10o@ t 6TW T1 Wt. 1ARM Rus0MOR tufta= C aw ciaasaslumv f.0M a0 a:na Gwvumm 6`/KS '00 aA'=M . wanEYAL Otis IEirsac rCEmID�Etsre W riFi 1m$ R��c a. 3wt*t s� ooh anal LCEtY twC�!x 3 MI U!09 Hews jr: Sam as f me wMve arm twxv ie STY5 Dca 0.7=MSzWff m ZV6 IR9125 4M a' a1MWX CNIN; aMMGE 6MM. eoflW 099 I+ 1�'..7o TEnIW a n s� a= saeoarm z5awn Una &%wL=QA tEarefMM. Err J6 avc-07M air w3Vw- aa►an vM WE '"M am "In VC13 . 9i =IN 177E M-4740ya we -um tawo_ S=T O C= CZ Q Z-7 s ---MR • "xM P!0$ Zpw"vMF_ ode - S16T"N- UEww SE=2C&21wyw It w 5 4 &aoi3 A-10864 W— 5.50' CONTAACTOR qEV 15.3.4 SCALE - 0.1575 ucsiGm Can: UBC FEF 8427--083 TC LL 16.0 PSF DAZE 07/10/90 7C DL JO.0 PSF ORN6 CAUSUn 901914 CA BC OL (U) '5_0 PSF CA7-ENG .[ TOT .LD . 31.0 PsFo/A LEN. 32-0-0 OICh.FAC_ 1.26 -----_ ISPACING 24..0' TYPE SPEC— 711/r s `4 I I I I 11 ill I kf f, ri t F I I I li {II 1 ( 1 .r 1517r:Zj i f I I ;�QgOFESSIrn O�glq - EG Y A. P C-) Y7 C 21283 s �gIFOF CA LIFOPN\P m COM -3 - d -VA O c� r c.� b���ss3�o�a°� • , , I 02 LA n : ._c s ; S1 .' �,� �2,Xz ..... . / l 1 yy '{,7 LAA 14 IA 'r"C�]eC'F o . l=!i'1ns,r'1Pi Project; Johnsen 7/13/90 70=15 PM Cantilevered concrete retaining Wall Sheet:, >>> CHECK OVERTURNING <Q'. Mot= 4162 ft -kips allowable soil. pressure= 1.20 }<sf Fei-_�T i- n U--�rJ-i-d"t`t-i ; - - - —2-- ----Toe:_ � o t a c� c_; f�'� v� e ._� i t ft. Foot^_ �� q�, Whf� B-. CY ? 1 ry Hee l o 1 , 00 ft , ' !}J Moment arm Moment P axial. .500 k: 475 ft. .375 ft -kips Wall .175 k .75 ft. .131 .ft-I.::ips soil .257 I..: 1.50 ft. .3B5 ft -kips ftsg .200 }:: 1.00 ft. .200 ft -kips EW= 1.132 }:: ;maximum:`. EM= 1.091 ft--k:ips -::Maximum:,..-. EJB= .6 32 k: <mi.nimum::-- EM= „716 ft -}::iris <minimum:::- IIsi.ng minimum EM from above- M/Biot= 4.42 1.5 <o}<:" .::>>CHECK SOIL PRESSURE p<<< e=A/.t..-(EM-t'ot/c:W)= .18 ft. 1/6= .33 ft. Using maximum EW from above- p=E G : a -i-/- 6tilot,r:e/ A"2= .61 k:sf max A l '1 o wb 1e ; 1.20 k: s f -:: o }:::: 1/ ��QROFE �R%90WY A. PE ti? C 21283 s lgl�o� CALIF�A� Project: 7/18x90 7:45 PM Cantilevered concrete retaining wall Sheet: -7------ > » »RW:Wall A Page 3 of 4 >>>CHECK TRANSVERSE FOOTING STEEL«« Heel: 1,000 ft. Heel moment (f): ,128 ft -kips <Soil wt.$(Heel//)> Factored moments: MG= ,218 ft -Rips Factor: 1.70 Mn= ,242 ft -kips b= 12,00 in, d=' 4.00 in, MOW 192.00 in^2 Rn= 15215 psi p min= .0005060 As min= .024 in^2/ft. Toe: .50 ft. Toe moment (-): .076 ft -kips Factored moments; MG= ,129 ft -kips Factor: 1,70 Mn= ,144 ft -Rips b= 12.00 in. d= 4,00 in, bd^2= 192,00 in^2 Rn= 8,99 psi p min= .0002998 As min= ,014 in^2/ft, .>>CHECK LONGITUDINAL FOOTING STEEL<<< As min, ; .38 in^2 «Footing area * .002> 9, FESS/ . R£ Y A Pm / c 21283 ® . � » �� O C L11 Project: Johnsen7: '1`2/90 �:45 x'1''1 Cantilevered concrete retaining wall Sheet: Page 4 of 4 >>> LATERAL SLIDING :. . Reference 1988 UBC Chapter" 29 P= 0162 kips/ft. Using minimum EW from above: Lateral sliding coefficient-. kips/ft. Lateral sliding resistance: 013 .26 kips/ft. Allowable lateral bearings .12 ksf /.f -t_ depth Lateral bearing resistances .08 kips/ft„ Net. resistances .34 kip s/,.`• t. / ✓ Factor of safety: 2.10 ':;c,l':::::. he,,r- key not required'. ...> DESIGN SHEAF' KEY . Shear key must provide- „0970 kips lateral resistance. Equivalent -depth of shear key -Iiia to wall iwe ights 5. 14 fV Shear key required depths -2.83 in. Design shear key to resist minimum lateral loads M= -.003 ft -kips MO -.005 ft -kips ' Mn= -.005 ft -kips b= 12.00 in, t= 8.00 in. d= 4:.00 in„ bd"2== 192.00 i n"2 F'n= -,32 psi p min= . 00 rC212AM�P 9"UrGJJI® 1,9T�OF CA LIF�P� m CIO y �I F`rr jec: t 7c+1-fn'sen •Y/'18i 9 O 7 4a F,M C_=.ntiIaverei c o n c r e t r_jet.a4 f' k r._r:: LATA i=t.. he. i rcl i-f'l- - foc)t i n t h'i i c k n ss j=' c= C)C) -- r•,i;c in. `'viall thickness'. Lr rl -` 2 = 1 C) S . r ) C= i 'i . Allowable soil pr-eSs.ur- -•a i � ^r) h:�. �.�;s= i.:Li). kc'f= LP IN 1W P ax 1 a 1— - 1. P s '• . (i 1 I ! r1 (? 11 �. m ? 6 k: c 't"":, -Fluid p h' [? r. :1 1 r 483 ? -f_'_ [; i p s <; Fri j. ,F t e r �. l -1'::. Mi L: p Ly CE, 1cf_f,l-Et ticrl-f Gr02-64?9 :i1%mild(1-i'1-i(: f n*Rn7 f=y)?`'':•'r ir p _r.")/. yq t-�e�f p shcz.i1 he increasers try �Q��QROFtSSiO4 such hal th-fe str;--ngth is _-'/ r,reater than � da th-fat r-equ.ired by the rdesigrf;> Q • EG RY A. PEI �:_ t�t�'�1=ter :T%:• ir)t_i"r_.��-<E ap1"?].J C21283 s Vertical steel As . j: 766 in"_•/rt. control` �lEpFCAOf���\P i .� n r 4-: r _ i _ ci J. _. .= Pi_ r -!=cc •� L — I.1 i( -. i_ L— r - .jL (D(::3 j. 1 1' 2/ -F l o n a • l s 1= e =' '_ As (?'I I n= h :. = a !. l•_�-! I..) ], 1'f `'' _• ; � '{- i", . V.; f I C: r=11'`! F 0 F: C i id G .J r- f��t.I=c�.l f�I�J-.Y_� �`_— at jT}rl�--i rf�ra-�_r=.••� 1 =" _ i rf'''••_','''_'>_ 1-• r_i !' '! u. r_r n •r_ _a 1 �`�11_i . '`f'``'�i�_�r-�. !".: ��]T('I o vi_1-.-i-.rn n 1 in • .._ . � 'Y" r_ . 1W Pi oi_c e Jol-'insen 7/18/9C> 7a4,', P11 C a n 1 1 imv e : ex. d c _ n - r �-. r _: k _..1 r'..J. r. i, w;:a..l 1 S t'?e e- t. f 0 F?W Wa11 A g r -f- rHEL I<; OVE"TURN I NG Mot= .75C) Ft-k:ips -yl lowaa.hle s o i 1 P r c.-_-r_L!r-t.= 1 ° C} k s f l-' ��',o..i=uir, T n n o = i7 •F t ° Frpot i ng depth. 8.00 i h. j1 Nez 1 ° ^ °iii:? ft. w Moment sr in i''lonent F' a!ial °000 1•:: °7`77 .,r_t° ° _?0 ft-k:ip=_. wall ° ]?0 k: ° 7'L, 4---t. ° _'44 ft -1..: i F,=. soil ..95J? E:: 2,�°Citii=i:° 7° _}7 ff-i:;ip� f '!_ 9Y i } i } t: .I. ° r i_? f t ° ° 45C f i- - i;: l_ P �. W=2°i?7^ E:: :,rna.:inL!i%. EIv1= -_°975 -F -kips:.f-R:1lMUr1. 7'!-1= 1°078F:: ::m n J iL!- nf' i - .h'.-=,C}i; `' ft -E: i.!-,_ :r�inirnL�.m:' Using pininU.n EM from a.bo r-- £11/1`-;r�t= 7". 47 e=Fi i ,~- -. LI'I-•I"1 i.}t /'W 7 = e -1' .' f'�.= 1 / a = ° _i_r ft. Using ii;•3 X i iMUM 1,W f r binl _m'D i`: e e Allewable'.� .91 F::sf na.;: 1 , 2C). 1':: s f �Q�OQROFESStp\ W �GREQCRY A. �} C 21283 ���lFpF CA LIF�� -4 m n7 Project, 7/18/90 7246 PM Cantilevered concrete retaining Lyall. Sheet: �I . ... :::.:;•RW:Wa11 r1 Page 3 of 4 >CHECK TRANSVE RSE FOOTING STEELM: Heel; 2,000 ft. Heel moment W: .953 ft -kips <Soi l wt4 .* (Heel/2):::. Factored moments: Mu= 1.621 ft -kips Factor: 1.70 Mn= 1.801 ft -kip s Toe: Toe moment (--) Factored tTi7iTtr?rets b= 12.00 i n. d= 4.00 i n. Rn= 112.55 psi p min= 4 0038750 As min= 0186 in"2/fte 5i i ft. 13 ft -kips Mu= .193 ft -kips Mn= .214 ft -kips b== 12.00 i n , R& 13.39 psi Factor: 1. 70! d= 4,00 in p min= .0004400 As min= .021 in"2/ft. . ;>>CHECK LONGITUDINAL FOOTING STEELW::: As min. .59 in"2 ':Footing area * o002 �Q��Q�IOFESS/p� R OITY A. �} C 21283 c1' P �OF CAL�FOP� S) m n i±7 DESIGN SHEAF KEY . .Si'-ear_key must provide de o X050 kips lateral resistance. stance. Equivalent depth of, shear key die to wall weight: 6. 30 ft. Shear key requi'r'ed depthi 4.88 in.. CCz ( / it U 2 Design shear ley to resist minimum .lateral loads M= .017 'ft -kips P'!u= .029 ft• ios Mn= .032 ft -kips r si p min= . 00 OQjOFESS/rn pN�`q W ? R AY A. P �R C 21283 ~ s �,4rFpF CALIFO��\P , 1p=Xn 7:46 FM anTkorgn'a_e retaining wall lZ . >RWo Wall A Page 4 of 4 >>> > LATERAL SLIDING Reference 1983 UBC Chapter- ="9 P= .450 kips/It. Using minimum EW from above: Lateral sliding coefficient; kips/ft. Lateral sliding rb=_.istancei .13 .39 kips/ft. Allowable lateral bearingi .12 k:sf:'ft depth Lateral bearing resistance: .08 k.ips/fte Nit resistance: .47 kips/ft. Factor of safety: 1.04 no good! / Shear key required! DESIGN SHEAF KEY . .Si'-ear_key must provide de o X050 kips lateral resistance. stance. Equivalent depth of, shear key die to wall weight: 6. 30 ft. Shear key requi'r'ed depthi 4.88 in.. CCz ( / it U 2 Design shear ley to resist minimum .lateral loads M= .017 'ft -kips P'!u= .029 ft• ios Mn= .032 ft -kips r si p min= . 00 OQjOFESS/rn pN�`q W ? R AY A. P �R C 21283 ~ s �,4rFpF CALIFO��\P Project: Johnsen 7/19/90 7o 4^c PM Cantilevered concrete retaining wall SheNet° . . .. >>RW Wal1 B Page i of 4 >>> DATA ft --f Height of stem: :_'°__ ft. ::height - footing thickness. fy= 40.00 ks i M= 23. _3 f' c= 2.00 ksi t= 6.00 in. <:wall thickn2Ss;:- bd"2= 108°00 in"3 Rn=Mn/bd^2= 1707 psi Al 1awable soil pressure: 1.20 ks4= Ws=: .110 kcf .. LOADING <:.. P amia1= 1,000 kips Ma;imum.::- P axial=: kips <minimum:. efp= .040 kcf < equivalent-. fluid pres.sure:> P lateral= .109 kips <:ht"J/'; *efp:::- M= .085 ft -kips <P lateral * Ht/?;:: Mu= .144 ft --kips M * 1.7:::. By calculation p= „0004467 <;(1/tm)*(l._..(1--((2*mml��n)/F=;f)?`•.5):::. QROFESS/pH < i f p_200/ fyq 'then p shall be increased by � Q�0 q� such that the strength is 33% greater than that required by the d2Sign:'-.- .000 5941 __°_rrr-as� applied. G A. PEI-_ T ~ � C 21283 Vertical steel o As =0214 i n` '/f't ° ------.......--_ 19 IE0F ��N\P CALIF V!�_a 1 '-,_"'steel Vertical As min= ° �i01 �tbt= n 1�:J8 i n�'�_'� ft° _ controls Horizontal st As min= ° '_i{ i25i?'1 = .180 i n" =' / 'f=t ° >>> WALL REINFORCING <Q:: ''Vertical No.z 4 at 18 in. o.ca .133 :i.n"E'/ft° k::: - Horizontal No.: 4 at 13 in. o.c„ .185 in 2/ft. < o k :;; 1: 1! rL u if Crl II q!- II 11 0 uj tl ,-+ 11 r_0 11 li i1 I! !I it !i !i !I I I I! I I I! i! I I it 11 it v it .-+ II CI a: {I i••! !I II _n -+ II -I-+ II I.i! II - II I I ii! ti ii 0 it U It e! r_. 1! V1 11 11 ki c u !i r. I! 0 1I it • + .ril II as > 4J IL' u r Ii 'rn 1i !I i c ' rfi It iL a it L i H Of I D { 1-- I CE LLI I D. I O i Lt i W u i I I Lt. U! !i! d� -i+ ! I N _ c- 1 61 .-+ 0 1 n! I r t I CL Cu I •�+ V I"sl i r;! I` ti i I U! L I l'u `I LI I 1 I d l� I E i +Ti !Ti 1 3: t CI 1+ I .•-+ c I 1A d� I I� cC I 41 I L}. 1 I 4J li I Cu v CL ! TJ i I ul I C c { -!J 4-J r+ CI F- `I LI I d l� I E .r J J I_ h• L E E N UI N U+ 11 LA .I;1 CL CL C_+ Ci. II CL CL -i •r•+ • 4 •-+ It —i -r+ r•a r�•a 11 {; .. I D I I I I I I I .I .I I U! I U.I I WI !r i IL I H 0 1 Cf! I C� I L• t I �• I PQ-NmTECT a ydo V j N U � V O Project: 7/18/90 7:48 PM Cantilevered concrete retaining wall Sheet; .... »RW;Wall B Page 3 of 4 MCHECK TRANSVERSE FOOTING STEEL<<< Heel: 1.000 ft. Heel moment <+>: .128 ft -kips Moil wt.*«Heel/2>> Factored moments: Me= .218 ft -kips Factor: 1.70 . Mn= .242 ft -Rips b= 12.00 in. d= 4.00 in. bd^2= 192.0% in^2 . Rn= 15.15 psi p min= ,0005060 . As min= .024 in^2Zft. . . � Toe: .SO ft. Toe moment (->: ..109 ft -kips . Factored moments: Mo= .186 ft -kips Factor: 1.70 Mn= .206 ft -kips b= .2.00 in. d= 4.00 in, bd^2= '192.00 in^2 Rn= 12.88 p&i ' p min= ./004300 As min= .021 in^2/ft. >>>CHECK LONGITUDINAL FOOTING STEEL«< As min. : .38 in^2 «Footing area * .0022 TJ9OFESS«N « m GRE R A,PE z C ■ 12 �. CA L , Project: Johnsen coefficient: 7/18x90 048 RM Cantilevered concrete retaining wall Sheet: _ƒh . _____ >>>>»RW:Wall @ Page 4 of 4 >>> LATERAL SLIDING «< Reference 1986 USC Chapter 29 . . e= .180 kips/ft. Using minimum EW from above; Lateral sliding coefficient: kipsZft. Lateral sliding resistance:. ,13 ,26 kips/ft. Allowable lateral bearing; ,12 ksf/ft depth Lateral bearing resistance; .08 kips/ft. Net resistance: .34 kips/It. Factor of ,safety: £.89 <ok> Shear key not required! >>> DESIGN SHEAR KEY «< Shear key must provide -.0700 kips lateral resistance. Equivalent depth of sheer key due to wall weight: 7.42 ft. Shear key required depth; -1.42 in. Design -shear key to resist minimum lateral loads M= ft -kips Mu= -.001 ft -kips Mn= -.001 ft -kips — ^2= Rn= -.06 psi p min= .00 As min= .00 in^2/ft, R 0 Y eT # C 212 a s 44 C 0 Project° Johnsen 7/1.3!90 3:06 PM Cantilevered concrete r=ta.inin(a wail 17 ::-RW. Wa11 '13 Pam= 1 „ 4 DATA Height of stems 4.66 ft. .:height - footing thick-ness:= 4 ' Project: Johnsen 7/18/90 9:06 PM Cantilevered concrete retaining wall Sheet. 143 .. ::'RW g Wa.1 1 T; Page 2 of 4 CHECK:: OVERTURNING W Mot= 1.009 ft -kips allowable soil pressure= 1.20 k:_f Footing width; _ . 160 ft , Toe o .75 ft Footing dept h g 8.00 i n. Heel: 1. 91 ft. Moment U.. Moment arm i It_,meti'L-. P axil 1o000 k. 1.00 ft. 1,000 ft -kips wall .350 k: 1.00 ft. .350 ft -kips soil .980 k: 2.21 ft. 2.160 ft -kips ftg .316 k: 1.53 ft . .499 ft -kips EW= 2.646 k:maximum.:: EM= 4.009 ft -kips <maximuW- ZW= 1.646 k: <minimum:::- EM= 3.009 ft -kips Winimum:> Using minimum EM from above: ✓ >CHECI: SOIL -PRESSURE p<;<::<:: e&/2—(EM—Mot/>,W)= .45 ft. '1/6= .53 ft. Using maximum EW from above p--, a +/- bMo *eFa - 1.11 ksf max. A11ow ibl e= . 1.20 I::sf ':::c,E::::> �O90FESS/pNgl i R ORY A. WZ c {} C 21283 �A9TFpf CA 00%' P r- i = t: r! 131' C; C) 6 F' M C:tnt'i lr?vc-er-e._i-r._rczal,e wall ' CHECf : TF:Ah•ISVFRSE FOO; -ING CTE EL<:: - Heel: 1.91C) ft. Heal moment 9-6 -f•t-.I•:-ip=_ ."Soi 1 v)t. "I (Heel '2) Factored moments: h'IU 1.591 4Ft-I< i p s F --:ac=tor- 1 a 7C) Mn= 1..767 •Ft--l::ips h-' 12.C-)') in. d= oC) in. F'n= 11(). 46 p si p min= C)C)'CC)C)o n 812 � r_ Toe. o %`J it., (-] : 0 1 �' � k -t:: i � g Toe moment Fi.r_'tor a1 moments -h11;- o �f) -Ft-k:lp_� Factor-: 1 _ 7C) b= 12. 00 in. d= Z o C;C) i n. b 192. )C) j. n"27' Rn 7C psi , min= .001'7-65 AS iTI1 n:- in- .2/ft, r � �i _ Tni _� STEEL,:'-:'.'.,:' ..:CHECk:. LOh•� _ I T� iT'i I irk-•�c_ I -QCT 1 IyC As irni Z n. .61 i n. ••.1 -::'F ocj t. i r! ig a r (:.^{ :i u 0 0 QQOFESS/pv�l9 W � S Q a G ORY A. P I n i? C 21283 s f�T�pF CALIF��N\P ^ Project: Johnsen 7/18/90 8:06 PM ^ Cantilevered concrete ========================================================================= retaining wall Sheet: ~�^� >>>>>>RW:Wall B Page 4 of 4 >>> LATERAL SLIDING <<< ========================================================================= Reference 1988 UBC Chapter 29 P= .568 kips/ft. Using minimum EW from above: Lateral sliding coefficient: kips/ft. Lateral sliding resistancei .13 .41 kips/ft. Allowable lateral bearing: .12 ` ksf/ft depth Lateral bearing resistance.: .08 kips/ft. Net resistance: .49 kips/ft. Factor of safety-, � >>> DESIGN SHEAR KEY Shear key must provide .3615 kips lateral resistance. Equivalent depth of shear key due to wall weight: 7.61 ft. � Shear key required depth: 7.12 in. 71 Design shear key to resist minimum lateral loads M= .064 ft -kips Mu= .108 ft -kips Mn= .120 ft -kips b= 12.00 in. t= 8.00 in. d= 4.00 in. bd^2= 192.00 in^2 Rn= 7.52 psi p min= .00 As min= .01 in^2/ft. 1 r I i I I i Of: I- i i J, I I �Oi ' -- I.--� --I- -- -- -- I _ - 1 I i I i I i i .1--.--I--- --►_. _.�_-i�-- -- -- -- I - - Z!- -l_.� _-. /.ice � i i i '- i � i I ! i i I I i i l ;';� ilil,i� li I i ( I I �. _ _..i __ i -• 17- s ' lill I Imo. I. _I. .I i.. i. i ( ; ; I •( ; � I l I ! ( f pry �.` I( C? C)i i _ ell I ..�. etaaar,.ess.e Va %—V►uNiccwcr: nW51VIrftt.i41 lt_ 1n late Gone 11 Mandatory Measures Checklist: Residential MF-1R Project Tide I ;2els 1 ` 9-0 NOTE Lowrise residential buildings subject to the Standards must contain these measures regardless of Ute corn tante 7 T approach used. Items marked with an asterisk (•) may be superseded by mostringent compliance requuements listed Building Permit #p t on the Cetifirate of Compliance. When this checklist is incorporated into the permit documents. the features need shall Protect Address �5 d be considered by all portio as binding minimum rrtrnlrvr �t Irrformance 3;.6Fiuuus fast tite tnaiid5tory measures -, .-� whultq they krc "wn elsewhere in the documents or on this checklist only. _ ettearec ny i nate bocumentatlon Author Telephone Enformnent Agency Use Only DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures BUILDING DATA Glass Area % Glass ' §2.5352(a): Minimum ceiling insulation R•19 weighted average. North §2.5352(by.. Loose fill insulation manufacturer's labeled R-Value. Conditioned Floor Area 30 Number of Stories East�Q 3 , _ ' ¢2.5352(c): Minimum wall insulatSon in framed welts R-11 weighted average (does not apply w ,/ W, t exterior mass walls). s Floor Number of -Units �_ South ¢2-serior m slab edge insulation - water a t . West B absorption tate no greater than 03%, water vapor [9�Single Family Detached (SFD) [ ] Addition.Alone _ �_ uansmission rate no greater than 2.0 pe-rm/inch. (] Single Family Attached (SFA) [) Existing Building Skylight §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality o '3 standards. Indicate type and form. (] Multi-Family (MF) [) Existing-Plus-Addition Total ' §2-5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltra6on/Exfultra6on Controls B UELDING SHELL INSULA710N' a. Doors and windows between conditioned and unconditioned spaces designed to Emit air leakage. cenifi Component Insulation Loeafion/Cweatht Dmments ) b. Doors and windows-eathcd. { c. Doors and windows crstrippcd: all joints and pcneuations caulked and sealed. Type R-Value (attic, .to garage_ripicel,, etc.) §2-53�� Special infiltration barrier instal led to comply with §2-5351 meets CEC quality Wall.............. (v� §2.5352(d): Installation of Fireplaces Wall. 1. Masonry and factory-built ftreplaces have: I a. Tight fitting• closeable metal or glass door i Roof ............. c: Flue t�pintake air a withcontrdmf and eon of ROOF ............. .2. No continuous burning gas pilots allowed. F100r""""""' - HVAC and Plumbing System Measures Floor ""' "••••• ". §2-5352(8) and 2.5303: Space conditioning equipment siring: attach cakulations. Slab Edge ..... §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. GLAZING • §2.5316(a): Ducts corsuucted, installed and insulated pas Chapter 10, 1976 UMC. r` Shading Devices §2-53t6(b): Exhaust systems have damper controls. Glazing Area Glass Type Interior Exterior §2-5314(c): Gas-fucd space heating equipment has intermittent ignition devices. Overhang Framing Type §2-5314: HVAC equipment• water heaters• showerheads and faucets certified by the CEC. Orientation (SO (single. double) (roller blind; etc.) (ahadescreen, etc.) (yes/no) (metal/wood) §2-5352(1): Water heater insWation blanket (R-12 or greater) or combined interior/exterior a North ( � � r ,r,c% . insulation (R-16 or greater); first 5 feu s of pipclosest to tank insulated (R-3 a greater). North / §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating >r piping. East §2.5318(d): Swimming Pool Heating !; _ I 1. System has: East ( ) a. On/off switch on heater. b. Weaherproof South ( )_ _ c. PI mtbed to allow for solar late on heater: South ( ) y� 3. 75percent cover. cfficiency. West ( ) _ Po4. Tune clock. West ( ) t 5. Directional water inlct. >.:• Skylight....... �_ �� Lighting and Appliance Measures 'r §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. THERMAL MASS §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Type/Covering Area ThicknessIII §2-5314(a): Refrigerators• refrigerator-(recurs• freezers and fluorescent lamp ballasts cenificd (' (slab/exposed, tile, etc.) Of) (inches) Location/Description (kitchen. bath etc) i by due CEC. Indicate make and model number. s COMPLIANCE STATEMENT . 1. f This wtificate of compliance lists dr_ building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article I of the California Administrative code. This ` Certificate has been signed by the individual with overall design responsibility and the building owner, who shall i. HVAC SYSTEMS Minimum Duct retain a copy of it and transmit the certificate to an subsequent bsegttent purchaser of the building. i Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # I conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R-Value (Bitch) (Or approved equal) Designer - - Building Owner i Name: Name a'('---�—•�—�_ %���Le�� Tde1Ft"": rtkJFtm: i.:: °. 4, Address: Addrrss: 1 Maximum Furnace Heating Output: Btuh ' Lic. 0: Telephone i:.. HOT WATER SYSTEMS �` Tank Manufacturer/Model # G System T (Stora a as, etc.) Capacity ora roved equal) Special Features `G P (sign■ Q (daft) (sianatttre) (dale) S f G I ,•. Documentation Author f Enf r OAll v o cement Agency 11 . SPECIAL FEATURES/REMARKS ,(Add extra sheets if necessary) Num: - Name Titic/Furn: Agency: 1. Ceiling Insulation 2. Wall Insulation Single -Single Number of stories -- -` Number of Stories R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 . 0 0 0 U -value ' 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6.. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Single -Single - -- -` Number of Stories 0 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.60 6 - 4--° --....0.60 - 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 4. Slab Edge Insulation Insulation in Floor Slab Floor -- -` Number of Stories 0 Number of stories Two R -value One Two Three R-0 -17 -8 -5 i R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 1 0.60 6 - 4--° --....0.60 - -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -2 6 Number of stories 26 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 :, ' -2 -2 4. Slab Edge Insulation Standard Slab Floor -- -` Number of Stories 0 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 1 na 0.90 -4 3 .1 0.80 "-1 -1 0 0.70 2 2 1 0.60 6 - 4--° -,2- 0.50 9 6 3 0.40 12 11 4 S. Inriltration (Air Lea)cage) Soacification Points 7. Shading (Shade Open) ---lEffee4iie Percent Glass (percent gum x SC) Effective ' Standard Slab Floor 1 0 %Glass North 6. Glass Heat Loss South :West Skylight Total 1 4 1 na U -value 2 Percent 1 na .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 it 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 .3 2 1 1 1 IE 7. Shading (Shade Open) ---lEffee4iie Percent Glass (percent gum x SC) Effective ' Single- Slab Floor Sum of 1.6 Effective Percent Glass %Glass North East South :West Skylight 18 .5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -7 --23 3 0 f6. Shading (Shade Closed) Single- Slab Floor Sum of 1.6 Effective Percent Glass Mass Family (percent glass x SC) Mass Effective Stories Family /CFA One Two Three Gies& Nor11 Eam South West Sitybpht 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 -65 8 -5 -17 -23 -211. -56, 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 .2 -19- -11_ -10 -30 4 .1 -6 -8 -7 --23 3 0 -4 •5 -0 -16 2 1 -1 -2 -1 -9 1. 1 1 1 1 -4 0 2 3 4 3 0 no . not all-AwA 7 8 10 11 9. Interior Thermal Mass Interior Single- Slab Floor Sum of 1.6 Raised Floor Mass Family Stories Mass Detached Stories Family /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 Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detached Attached Family 0.00 0.203 0 0 0 0.40 0.60 5 8 4 6 3 . 4 0.80 1.00 10 13 8 10 5 7 1.20 1.40 13 12 12 13 8 9 1 1.60 1.80 10 10' 13 -- 12 11.... 12 200 10 11 13 11. Heating System SE or KSP'F (assumes ducts In attic) Zonal Control Adjustment System Type _ Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 1 12. Cooling System SEER (assumeiducts in attic) Sim of 7-10 -25 or .24 to 144 to -4 b Sum of 1.6 16 or SEER less -15 1 -6 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 . -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 0.80 .6.88 7.33 3 8 3 7 3 6 2 5 2 4 1 3 0.85 7.79 13 11 10 8 7 5 10.90 0.95 8.25 8.71. 17 20 15 18 -' 13 15 11 13 9 11 7 8 5 _ 13.0 Effective SE or HSPF 12 9 6 (SE or HSPF x duct efficiency) 10 8 Effective -25 or -24 to -1410 (SEER xduct efficiency) 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 Zonal Control Adjustment System Type _ Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 1 12. Cooling System SEER (assumeiducts in attic) Sim of 7-10 6.0 6.6 -25 or .24 to 144 to -4 b +6 to 16 or SEER less -15 1 -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -2 -3 -2 .: 8.9 9.0 -5 -4 -4 -4 -3 -3 •3 -2 -2 -1 9.5 0 0 0 0 0 0 ' 10.0 4 3 3 2 4 2 3 1 2 10.5 11.0 7 10 6 5 9 7 6 4 3 =- 120 15 13 11 9 . 7 5 _ 13.0 20 17 14 12 9 6 Adjustment 70% Effective SEER 10 8 7 (SEER xduct efficiency) 4 3 I. SUM of 7-10 0.2 0.4 Effective -25 or -24 to -11410 -410 +6 b 1160r SEER less -15 5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 2 2 11 9 -7 5 4 6.0 6.6 -12 -5 -4 -4 -3 . 4 -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 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 '29 24 20 15 10 50% Zonal Control Adjustment 70% 75% 10 8 7 6 4 3 I. No Cooling System Installed 0.2 0.4 ,-Stories 0.8 1.1 1.3 1,5 1.7 1.9 One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached 5.3 01/. 109'. ;. Unit Size (so 0.6 0.8 Water 1.2 1499 12M '1700 2200 2700 Heater (:(edit or b to to ;or. Type Type less 1699 2199 2699 more 5.4 SG None 0 0 0.. 0 0 1.6 or Solar 12 8 6 5 4 3.3 HP -HWR 8 5 4 3 3 5 5.2 WSB 5 3 3 2 2 1.1 1.4 POU 8 5 4 3 .3 - 2.8 SE None 37 -24 -18 -15 -12 4.5 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 1.9 WSB.. -25 -16 -12 -10' -8 3.4 POU AP __-12 -9 _7 -6 IG None 5 -3 -2 -2 -2 40Y. 50% Solar 7 - 5 .4 3 2 21 POU .3 2 1 1 1 IE None -28 19 -14 -11 -9 5.1 Solar 8 5 4 3 3 0.9 POU -10 -6 -5 -4 -3 24 Multi -Family (Individual units) 3.2 3.5 3.7 3.9 • Unit Size (ail 4.3 4.5 Water 4.9 699 700 1200 1700 2200 Heater credit or b to b or Type Type less 1199 1699 2199 more SG None 6 0 0 0 0 or Solar 14 7 5 4 3 ` HP HWR 9 5 3 2{ ,: 2 2.4 WSB 9 4. 3 2 2 30 POU 9 5 3.�, °� • 2 2 SE None -45 -23 -15 -11 -9 1.2 Solar 2 1 1 0 0 27 HWR --23' -12 8., 5 --5 I WSB -25 13' '4F8 � �5 -5 5.6 -QQU-- __23 -12 -$f '�3. 5 .2 IG None • -8 -4 -3 2 i' 4 Solar-_ 6 3 2 1 7 1!. _-- . - POU_ 1 `U --_ 0 0 0_ IE None 30 -15 .10 -8 6 80% Solar ' 18 •9 6 4 4 ' - POU -8 -4 -3 -2 -2 Interior Mass/CFA \ tTPL Z µS5 p.7•utMc•..il Ceiling Insulation - Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. t TYPE 1 KASS (UIKC a 4.2. Le: exposed slab) 6. Glass Heat Loss 7. Shading (Shade Open) rc-pet.d .l_bl 0% 6% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% 60% 69% 70% 75% 80% 8S% 90% 95% 100% 10S% 110Y. 115% 120% 125- 0 0.2 0.4 0.6 0.8 1.1 1.3 1,5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 01/. 109'. 0.2 0.4 0.6 0.8 1 1.2 1,4 1.6 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.6 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 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1,8 2 2-2 24 26 2.8 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 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 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 40Y. 50% 0.9 U 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 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 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 6 6.2 65y 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 39 3.2 9.4 3.6 30 4 4.3 4.5 4.7 49 5.1 5.3 5.5 57 5.9 6.1 64 6 "Y. 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 3.3 3.S 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 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 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 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 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 64 66 65% 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 5.2 54 5.6 5.9 6.1 63 65 67 Spy. " 1.5 1,7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 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 6 8 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 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 7 105% 1.6 2 2.2 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 1107: 1.9 2.1 2.3 25 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 '6.6 6.7 69 7.t 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 6.5 6.7 6.6 6.9 7 7.1 7.2 7.3 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.3 5.4 5.5 5.6 5.7 58 5.9 6 6.1 6.2 6.3 6.5 6.7 7 7.2 7.4 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal;Control? ( Y / N ) 13. Water Heating -_ Measures 930 or R -value [381 U -value [0.030) R 12 or R value 1111 U -value 10.0981 F 1 7- or R -value [ 191 U -value [0.0371 or R -value [0) F2 factor [0.771 0-.4-4 Type [double) U -value [0.651 % Total Gl ss [ 161 % Glass SC Eff. % Glass 4. ?_ x .79 = 3,70 3.� X = a 77 �•� X = %% /• 3 x e).3 X - _ •23 % Glass SC Eff. % Glass �3X --& - 0?.3 X 03 X S>61 p\ 3 x-.2-7-- TYPE 7 7 TYPE 1 MASS AREA B GOND. FLOOR AREA Interior Mass/CFA TYPE 2 MASS AREA $ ND. L OR AREA Exterior Wall Mass X " 197 SE or HSPF Duct Efficiency [0.78) Effective SE or [0.72/6.61 HSPF [0.56/5.15) 9 X d �5 SEER [9,51 Duct Efficiency (0.74) Effective SEER [7.031 Point Scores 2. 0 D Y* Sum1.6 6 - Sum 7-10 ii[nane]-" Type [SG) -- - - • Point Total: Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meantrea regrdless of the compliance app(trfah uoA luars coramkW widen atm as&utik (;) may bd superseded oy more stnngent e6 fiphiiii& icgwrements hsted on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted shall 1 be considered by all parties as binding 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 §2.5357(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R -I I weighted average (does not apply to exterior mass walls). §2.5352(k}: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed moots California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltradon/Exftltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penurations caulked and sealed 12-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight filing, closeable metal or glass door b. Outside air intake with damper and control e. Hue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 02-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R• 12 or greater) or combined interiorkxterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Exccpdon 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating I. System has: a. OrVoff switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. _ 5. Directional water inlet. ✓ Lighting and Appliance Measures 62-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts cenified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT Certificate of Compliance: Residential Climate Zone 11 tlx building featares and performance specifications needed to comply with Project Title certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name: Project Address TttleJEUM Address: Tit dewFirm. Address: // // rd 3 7 / Y�1 of q ha htf C�edced By /Data Lic. 4: Documentation Author r Telephone Enforcement Agency Use Only /i 61 BUILDING DATA Glass Area % Glass North 150 -7-11 Conditio .2-640 ea Number of Stories East S Name: N Slab Number of .Units South -- — Address: Tekpitone mingle Family Detached (SFD) [ ] Addition Alone West _. (] Single Family Attached (SFA) [ ] Existing Building Skylight V [ ] Multi-Family(MF) . [ ] Existing -Plus -Addition Total BUELDING SHELL INSULATION. Component Insulation Locatiinn/Comments Type R -Value (attic, .ta garage, Sipit;cl, etc.) •Wall .............. Wall ............. Roof .............. Roof ........... Floor ............. Floor ............. Slab Edge..... GLAZING . Shading Devices '. Glaring"Area Glass Type Interior Exterior Overhang Framing Type Orientation (sq (single, double) Colla blind, etc.) (shtadescreen, etc.) (yes/no) (metal/wood) " North ( ) /6l7 t� L .Air 4,f North ( ) • East ( ) t t East N. South r { s5" South ( ) West t West ( ) Skylight....... rt THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen4 bath etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency. Location Duct Output Manufacturer / Model # conditioner, heat urn) (SE, SEER,HSPF) (attic, etc.) R -Value tui or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS O� Tank Manufacturer/Model # ���O - System T (storage as, etc.) Capacity ora roved equal) SA Fea SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meantrea regrdless of the compliance app(trfah uoA luars coramkW widen atm as&utik (;) may bd superseded oy more stnngent e6 fiphiiii& icgwrements hsted on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted shall 1 be considered by all parties as binding 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 §2.5357(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R -I I weighted average (does not apply to exterior mass walls). §2.5352(k}: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed moots California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltradon/Exftltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penurations caulked and sealed 12-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight filing, closeable metal or glass door b. Outside air intake with damper and control e. Hue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 02-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R• 12 or greater) or combined interiorkxterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Exccpdon 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating I. System has: a. OrVoff switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. _ 5. Directional water inlet. ✓ Lighting and Appliance Measures 62-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts cenified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tlx building featares and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Qlapter Z Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name: Name: TttleJEUM Address: Tit dewFirm. Address: Telephone: Telephone Lic. 4: /i 61 sign• (date) ',`�(sigmnae) • ._ (due) Documentation Author . Enforcement Agency...., Name: N TrtW um: Agency: Address: Tekpitone 1. Ceiling Insulation Insulation in.Floor -48 - - Number of Stories Number of stories Single - " r R -value One Two Three A-6 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 'R-38 0 0 0 U -value R-19 8 6 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation Insulation in.Floor -48 - - Number of Stories Single- Single - Two R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 ' • U -value -144 -70 -46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.08 -11 -6 4 I 0.04 14 1 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 4. Slab Edge Insulation Insulation in.Floor -48 - - Number of Stories -64 Number of stories Two R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 1 0.60 6 4 -- 0.60. -144 -70 -46 0.50 -120 -58 -38 0.40 -95 46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 4 0.06 -6 .3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10, 5 3 Controlled Ventilation Crawispace 25 -46 Number of stories -7 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 .2 -2 -2 R-19 -1 .2 -2 4. Slab Edge Insulation -14 -48 - - Number of Stories -64 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor .40 less 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration, (Air Leakage) Specification Points " ,54arhdar4 .0_ 6. Glass Heat Loss Total -14 -48 -69 -64 LWalue East Percent 'West Skylight .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 1 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) ---Effective Percent Class (pereeat slim x SC) Effective -14 -48 -69 -64 %Glass North East South 'West Skylight 18 .5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 2 3 4' '3 t6. Shading (Shade Closed) EtTectlye Perea+t Glass (percent tiaas x SC) Effective %Gim North Ee t South West S4%hl 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 -65 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 -6 -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 na . not etlowed 9. Interior Thermal Mass Interior Slab Floor Single - Raised Floor Mass Family Stories Multi Mass Stories Attached -/CFA=Ono Two -Three -One -Two-Throe. 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 '-3 -1 0 0 0.3-7 13 12 -4 -2: 0 1 1 0.5 -6' , -3 -1: 1 f 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 2.0 -1 2 4 5 6 7 2.5 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 Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 1.40 13 12 12 13 8 9 1.60 1.80 10 10 13 12 it...... . 12 2.00 10 11 13 11. Heating System SE or HSPF (assumes ducts in attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m SEER (assumrr ducts -in attic) Stm of 7-10 -25 or ,24 to r1410 -41D Sum of 1.6 16 or SEER -less -"-15 1 -6 -25 or -24 to -14 to -4 to +6 to 16 or 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 6 HSPF- fO.56/5.151 Effective SE or HSPF 5 4 (SE or HSPF x duct efficiency) SE Effective SEER Effective -25 or -24 to -14 lo 4 to +6 b 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 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m SEER (assumrr ducts -in attic) Stm of 7-10 I ,-.Stories Zonal Control Adjustment 10 8 7 6 4 3 To Cooling System Installed One -25 or ,24 to r1410 -41D +6 to 16 or SEER -less -"-15 1 -6 +5 +15 more 8.0 .14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 •4 -3 . 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 9 6 HSPF- fO.56/5.151 POU i. 5 4 3 .3 SE Effective SEER -37 -24 -18 -15 (SEER xduet efficiency) �i Solar -1 Stan of 7-10 .1 0 Effective -2S or -24 to -1410 410 +6 to 16 or SEER less -15 5 +5 +15 more 5.0 -30 -25 -21 -17 .13 .9 6.0 -12 -11. -9 -7 5 4 6.6 -5 -4 -4 -3 -2 -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 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 I ,-.Stories Zonal Control Adjustment 10 8 7 6 4 3 To Cooling System Installed One -5 -4 -4 -3 -2 -2 Two +_ 3 3 :: 2 2 2 1 Single-Famlly i. % Gla s 1letached and Attached Eff. % Glass X I L Unit Size (sf) Water i499 1200 '1700 2200 2700 Heater U -edit or ) b to to • or Type Type loss 1699 2199 2699 more SG None 0 i. 0 0.. 0 0 or Solar 12 " 8 . 6 . 5 4 HP -HWR 8 5 4 3 3 -- WSB 5 3 3 2 2 HSPF- fO.56/5.151 POU 8 5 4 3 .3 SE None -37 -24 -18 -15 -12 �i Solar -1 -1 .1 0 0 0 HWR -18 -12 -9 -7 -6 1.5 WSB . -25 -16 -12 -10- -8 2.9 POU -_ -18 __-12 -9 _ 7 -6 IG None -5 -3 -2 -2 -2 0.6 Solar 7' 5 4 3 2 2.1 POU 3 2 1' 1 1 IE None -28 -19 -14 , -11 -9 5 Solar 8 5 4 3 3 1.2 POU -10 -6 -5 -4 -3 27 Muld-Famlly (Individual units) 3.5 3.7 3.9 4.1 Unit Size (sp 4.5 4.8 Water 5.2 699 700 1200 1700 2200 Heater Credt or to to to or Type -Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 - 3 2 2 3.2 WSB 9 4 3 2 2 4.7 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 23 Solar 2 1 1 0 0 3.8 HWR -23' -12 -8 -6 '-5 5.3 WSB -25 -13 -8 -6 -5 1.4 _PQU•_ _23 -12 -8 -6 -5 IG None -8 -4 -3 -2 ; -2 ' 4.3 Solar 6 3 2 1' 1 1 5.8 POU_ 1 0 '0 1.4 0 IE None 30 -15 -10 ' -8 -C- 3.3 Solar 18 9 6 4 4 4.8 ' POU -8 -4 -3 -2 -2 InteriorMass/CFA ` . Type 2 loss North b. East c. South d. West e. Skylight - - Type [double] U -value [0.65] % Total Glass [16] i. % Gla s SC Eff. % Glass X _5,% 3 X 1.7 U1':1' X % Glass SC// TYPE 1 Khss (uTMc & 4.2, Le: e■ sed slob) - � _ �57 � y b 0 x (C. p,t.E 61.bb)- TYPE 1 MASS AREA % Interior Nass/CFA COND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass ND . FLOOR AREA .� X -- SE or HSPF Duct Efficiency [0.78] Effective [0.7 61 HSPF- fO.56/5.151 SEER [9.5] Duct Efficiency (0.74] 0% 5% 101/. 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 69$ 70% 13% 8o% 851/. 90% 9516 t00Y.1USY 1109: 1159: 1NT.1Y5 OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 25 2.7 2.9 32 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 23 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.6 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 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 3o% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 ' 2 2.2 24 26 2.8 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 58 401/6 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 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 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 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 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 6 6.2 60% 11.2 1.4 1.7 1.8 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 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 64 70% 1.2 1.4 1.6 1.8 2 22 2.5 27 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 1.5 1.7 1.9 21. 2.3 25 2.7 3 3.2 3.4 3.6 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 63 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 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 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 5 5.2 54 5.6 5.9 6.1 63 65 67 90%' 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 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 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 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 7 105% 1.8 2 2.2 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 66 7 I IQ% 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 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 4.5 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 2.9 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 56 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 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 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) l 12. Cooling System Zonal Control? ( Y / N-) 13. Water Heating Measures ajV or. R -value 1381 U -value [0.030] l or R -value [11) U -value [0.098] l� or R -value [ 19] U -value [0.0371 Point Scores �a or R -value [01 F2 factor [0.77] Standard --1 b) - - Type [double] U -value [0.65] % Total Glass [16] i. % Gla s SC Eff. % Glass X _5,% 3 X X % Glass SC// Eff. % Glass X (O to = ; I 3 X � _ �57 � y b 0 x TYPE 1 MASS AREA % Interior Nass/CFA COND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass ND . FLOOR AREA X _ SE or HSPF Duct Efficiency [0.78] Effective [0.7 61 HSPF- fO.56/5.151 SEER [9.5] Duct Efficiency (0.74] Effective SEER [7.03] 0 -a S ml _ OZ Sum 7-10 Type [SG] Credit [none] Point Total: �;,�.