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HomeMy WebLinkAbout064-480-035c r l� I i I� f � I I' I 1 1 as i h 1 j i 64-48-35 825-90B n G -P", Building Ent".. Inc 4 (�fD�SZ.Creston Rd;, Magalia" (riewsingl,.e family.)., 64-48 35 3038-90B,P,E,MY .MACNEILL,,Sam " • 14053 Temple Circle, Magali"a (new / �4) e o • • i I� f � I I' I 1 1 as i h o 's RESIDENTIAL;; (�1+ 48 -j5.1 -- .- - 3038-90B,P,E,M � 1 ' MACNEILt, Sam alfa q I,t .1405�.Temple Circle, Ma g �k. { new. sf � �' �)� a-� �s 9/2 f OFFICE COPY 4t. Address Is Z GAS C Date Meter BY IELECTRIC Date — Meter By OFFICE COPY bs Address GAS Date Meter By 9/ ELECTRIC Dat o Meter By ; JOB fINALED (Date) — Signature - P v=OK O=Not OK -=Not Applicable =Not Ready MOBILE HOMES ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'Uft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utilitv Clearance MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setbat;ks-Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists- Dec king- 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; 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 , L 2. Soils; Compaction -Structure Stability l "' 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 0 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card.13-1 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-Setbat;ks-Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists- Dec king- 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; 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 , L 2. Soils; Compaction -Structure Stability l "' 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 0 Date Card B-1 Date Card B-1 ..Date Card B-1 Date Card B-1 4 f J=OK O = Not OK — Not Applicable Not Ready RESIDENTIAL (; ' = Date LINDE RFLOOR (Plans) OK except If's ping -Set bac ks- Ease rhents-Flood-Slope t ., Main; Soils-Elec. Gr .-/ Ftg. Depth 3t4tg., Garage; Soils-Steel-Elec. Grnd.-/J Z Ftg. Depth ,'V-4. Ftq., Porches & Decks; Soils -Steel-/ /Ftg. Depth tem_walls, Main; Steel -Blockouts-Wrapped 6. temwalls, Garage; Steel-Blockouts-Wrapped -6a. Hold Downs and Special Anchors 7. S ; Steel -Wrapped Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 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. Insulation Date I 1 9-:ICard B-1 -) Date Card B-1 Date Card B-1 ate Card B -1 - Date PLUMBING Per 'except ft's 16. W ter Htr c ss -Combustion Air -Baffle s� y,✓1- atery i nchor-Nail Protection V( T rings & Anchor -Nail Protection i ower Pan; Test, First Floor -Tub Access 0. TesLTub & Shower, Second Floor -Tub Access Wlias Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date -/0 - `j/ Card B-1Date Card B-1 Date ELECT AL (Permit) OK except N's 2kkfixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 2 iz Boxes & No. of Conductors -Stapled 2 ex Installed Close to Edge of Studs & C.J. 2 Eq 'p. Ground made up w/Mech. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. I sulated Neutral Yes No Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. othes-Closet Light -Shower Light -Spa Light ff—S Detector Date Card B-1', Date Card B-1 Date 4 e,/ Cgkd B-1 Date Card 13-1 Date JolftfANICAL (Permit) OK except ff's Ducts Insulation & Support Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date J b- JlCard B-1 e- 5 Date Card B-1 Date FRA G (Plans) OK except ft's 3 S' , Pro r Material & Anchors 4 VWtuds-Nailing, Spacing & Bracing -Plates -Sound 4 aring Walls over Girders & Floor Nailing &nCp4t Stop in Walls (rat proof) 4 it tops; Furred Ceilings -Stairs -Chases -Tub 44 eaders & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 4 s -Post Caps -Anchors -Connectors 46 Joist-Rftr. tie - r4wf Brac-Truss-Shthng.-Rfng. ire lace Ties o e -Fireplace Throat clearance ttic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 4 . d!p. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 arage Fire Protection Framing ro y Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits 5 tai s; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Sidin -Nailing Veneer u Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Ajea-Glass Protection-Skylights-Plastic- f1/Kper Walls;,Nailing-Bolts . Insulation-Walls-Ceilin6s / 60. Infiltration -Walls -Windows Date'�-c.. CardB- Date Card B-1 - Date_4_14a 4 Card -1 Date 1-17— Card B-1 Date FINA s OK except If's Steps -Door & Sidelight Protec ' -Lan s Sm�Detector 6 urns�; Vents-Clearancemb. Air-Connector- In.earacW.'Above Floor-Ducts-Mech. Protection 65/G.F . & Bath Fixtures &.,30b ActKs-S99 6 I rim & Su ; Breaker s & Lab 6 t_ &R 6sefirepsorce or Sto ; Clearance - 6 le Outlets at Wood Pan , Int. & E & Appliance; Grnd it -Cooking Cle nce 7 e . Outlets & Rece0tiSigzat Ki ounter e Fire Door; S g -Lan g 7 A.C. on -,t in Garaae-Damper 7J,4ftr. H , Vents-Clearance-Comb.'Air-Co tor-P.R.V. I arage; Above Floor-Mech. ProtSpfMn 7 PIb.,,Elec. &Mech. Equi .Listor Lo_pWtion ec..P(eceotacles i Gar .. Romex Bc6fection s ion -Foam -Looked in Attic es 7t-G_ua.AW Rails & Deck Constructio st s dn. Vents & Crawl Hole Door -Drainage od-Earth 9ellrr-nce Looked under F1 bryes Follow' g instld.; Drive es 0 No; Walks 13 Yes o; P ers Yes o co; Brown -Finish A.C. i : Disconne lectr' Plumbing 8 . ents Above Roof; PI ppliance-Firepl Clearance to Op Ings a Well; Disconnect, trical, Plumbing 8 x for Elec. Tri , G. eceptacle-Underground e ' ation Throughout House tivwlas rotection G8. ctions from Previous Inspections Ga test -Meters Tagged; Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval qLAnergy Compliance Certificate -Other Certificates Date -;3 W Card B-1 Date Card B-1 Date 6_, Gard B-1 Date Card B-1 Date ' Card B-1 u Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) 2r.-.4 1 L ErD:- _I t1:=:ULt4T„I_'��M P Vt 1 CF1R'T I F I CBOT IOM i A. F. NO. ROOF Brand Name_....--..—_�. 'a 'hi c k n e s s _._.. _.._..._ ... _.,... - Thermal -Resistance (R Val tie) EXTERIOR WALL Material FLBERGLASS Brand FumeCERTAINTEED _ Thickness (Inches). Y - — Thermal Resistance (R Value) -j” CEILING Ba-tta or Blanket Type FIBERGLASS - Brand Naive _ CERTAINTEED Thickness (Inches)_ Thermal Resistance R Value — --- Loose Fill T� _ ( )--- the -.,F- , ERGLASS_-.•__- Brand Name_,_-• CERTAINTEED. ___ Minimum Tiiicltness (Inches) 1S__ No. of. Bags �� weight -' Area Covered (Sq. Ft. / g_2 -_,lbs L%Ss�_____ Thermal Resistance (R Value)P• _ FLOUR, ELEVATED Material —FIBERGLASS _' , - Brand Name �CERTA_INTEED Thickness zncties) —��- -^--- Thermal Resistance (R Value) 1.�C_ FLOOR, • SLAB Material Brand Name Inc Thickness hes -- _..--- --- --- ( )� _ Thermal Resistance (R Value) i FOUNDATION WALL Material —_, Brand Name Thickness (Inches) =F Thermal Resistance (R Value): I IiEREBY CERTIFY THAT TH9 ABOVE INSULATION WAS IINSTALLI±D IN TIJT ABOVE BUILDING IN CONFORMANc'E WITH THE STATE OF CALIFORNIA FHERGY REQUIREMENTS. __._ HLi,1KI.N.S_J NU.S�RL1�IC 379407 Firm Name/Owner State Contractor's License No. Signature - Date I IiIERF..$Y CERTIFY THE ABO VE INSULATION AND ALL REQUIRED ITFKS A 6I1OWN ON. THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN ITISTALLED A REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. i rm Ptame/Owned r Date Si nature Get'. ,Contractor/Owner,- -- -----_ -- -- ,� g Da e• a COUNTY OF BUTTE ti DEPARTMENT OF PUBLIC WORKS ; 4 i 4 196 Memorial Way, Chico — Phone: 89x1 -275Y 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE '2 a6PERMIT- " •��' IWNER O. Ar utine inspection indicates that the following violations of County Ordinance ex st at the above address and should be corrected. Please notify this office = = w en correction of work is completed. If you have any question pertaining to this atter, or need additional explanation, please contact this office immediately. UiJ �n���-�.�c-�. � ter. �.,,t �J�O`p 7e[V•/✓� Vy �� • l "�� y. _0•5 arts� Rv- 2, - • �4 I�ejt t Date 62-3-91 Inspector . f A COUNTY OF BUTTE . DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 87276307 CORRECTION -NOTICE _-V RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date / / Inspector f t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 . CO RECTION 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 correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately., Date r Inspector i OWNER COUNTY OF BUTTE — DEPARTMENT OF,PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Awc /N),<, 11 .3d,5�5-- c;;�o PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I Mo-z-1old e_ c<>AArc-P7011-5 �� /� cC ► n15/a e cee 1r Date t— 1 11 Inspector � L COUNTY OF BUTTE lit DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751: 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 exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, of,/need additional explanation, please contact this office immediately. Date /_ N —�/ Inspector s �:aie:�d=�iFq''j7".�S;�y{"q''erg'^a!F'�',�`.",?���,�.",�;,ti��n-�$n'�i�s+c�3"''•"w'1-��\ir�'�"d�'' "'r COUNTY OF BUTTE +` DEPARTMENT OF PUBLIC W(JRKS 196 Memorial Way, Chico — Phone: 891-2751 {`y 7 County Center Drive;.Orovill-&— Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 4 CORRECTION NOTICE r. r R A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or nee itional explanation, please contact this office immediately. yrs - _% z' x;x >so t: .5 kt. ar i Jr .' �--7, / Date / Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIF WORKS 196 Memorial Way, Chico —Phone: 891-2751 7 County Center Drive, Orovi Ile —'Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 2 k_"� ERMI T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 Dat w/_1 Inspects, r // . -.-`,ti ...._, ..,.r_ y" �-.+..+«�-w,-rte..-,.��-.�-.r:•.--, .:.C�...sk � �.�,.,� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — PH6ne: 891-2751 7 County Center Drive, Orovi Ile - Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORREC ION NOTICE humi�o �G T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date.//— /� �� Inspector R r COUNTY OF BUTTE F DEPARTMENT OF PUBLIC WORKS 196 Mem'brial Way, Chico — Phone: $91-2751 7 County Center Drive, Oroville — Phone: 538-7641' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION. NOTICE X/9 %Jriz L 303 ';7J.-": OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office} when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Ila p�� x � 4 4 •�' Date ' I - I Inspector G t Y� COUNTY OF BUTTE - DEPARTMENT OF •PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 -.Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO:-% 3038-90 ASS EaS SOR PARCEL NUMBER 64-48-35 ZONING RT. ! - -BUILDING PERMIT OWNER Sam MacNeill TELEPHONE 877-2544 SO. FT. OCC. BUILDING VALUATION. 66 i6n OWNER'S MAILING ADDRESS 5217 Xeno Pl Paradise 95969 912 7,168 CONTRACTOR'S NAME owner TELEPHONE - 176 coy 1,760 CONTRACTOR'S MAILING ADDRESS'11 D Fireplace "A" 76,088 CONSTRUCTION LENDER UNKNOWN Total Valuation $ - Filing Fee $ 10.00 LENDER'S MAILING ADDRESS w Permit Fee $ 364.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ . 182,00 Energy Plan Checking Fee - $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - 111015-1 Temple Circle Permit fee $ 571.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ma Alia Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PA C M Water piping 5.00 5.0 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [ Duplex F-1 Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5-0 Building sewer 5.00 Mobile Home Is G W 10.00e TYPE OF WORK NevK❑ Addition[] Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: 3 bdrm _ Permit Fee $ 48,001 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS10.00 10,00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.�SMN0 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 NEW CONST. ( DWELLING OCCUP.B / OR AODNS. ACC. BLOGS. \ 2yz¢sgft 54,15 NEW CONSTR ULT' -OUTLET NON-RES'D BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@30¢ FIXED APLN9AL®30 Ex. Occup. OUTLETS P(RESID.IREA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. 6Virin 9 15.00 Permit Fee $ 86.50 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 100K BTU 6.00 Cooling 4 ton 11.00 Hood 3.00 3,00 Ventilation. 9,00 Permit Fee $ 39.0 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 Countyot 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 agai s said County in conseque.�toenting of this permit. q('� %� Date C� `v Signature of Want — Owner Contractor [ Agent ❑ An OSHA permit is required for excov�ation r 5'0''eep and demoliti 'n or construct- ion of structures over 3 storie in heig Mobile Home Installation Fee $ Energy Inspection Fee $ co To TOTAL FEE $ 11 7 . HAZ r CUA PARK SCHL FLD PAR PD HD Issu This permit is hereby issued under sions of the Butte County.Code and/or work indicated a ve for which fees R TO�'G v PUBLIC ByC PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS ����J�6 Date ' Receipt No. 7-03V? D 7 g� [ WNITC•D W-ASSE 30R, P -INSPECTOR, 60LDENR0D PPLICANT OWNER f'!"try�'r""`'.,•o.rs(":7`+"�'�jj:"�l.W'»"" .'�t1i�► °,�"•�---'.�;• !. COUNTY OF BUTTE - DEPARTk�M,,ENT-OF-rPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVEo- ORO'VIL `E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET C Permit No. A. P. No. _ Proposed Buildirimse ,d'� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: I DATE RECEIVED APPROVED # All items have been submitted . ........................ Plot plans in di pj triplicate, signed by preparer of plans ........ Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4 4. Complete engineered--pa—ns and calcs, with wet signature on plans . . I 5. Hazardous Material Form ......................................... . I 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... j��p...................................... PO Fees of $ 7'�% ......................... 11. hico Urban Area fees paid ......... i .............................. 12. Park fees p . . School District fees paid .............. 10 �14. Sanitation approval from 1054A 4h� Health Department G% �—�2a 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: ...... 1 mprovements may be required. Contact Land Development Section DPW ' 9. Driveway permit (construction approval required prior to occupancy) 0. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 1. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance,.,_., .............. 244 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. . Recorded copy of Agricultural Acknowledgment Statement ......... //1— 2— 25. Letter �of ignature authorjzation .... ...... ................ . V 27. P When the permit, Mail to contractor. Telephone and hold for pickup at office. Deliver w. /inspector. Other Applicant.Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. TYhe following data must be submitted prior to it 'ss an rclene item_checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, wne , was advised of above required data by 1/ phone_ -nail counter by—date 10 '23-96 Contractor, designer, owner, was advised of above required data by_phone_mall_co7ner by date Plans checked by Date Plana proved b 6 Date G 1 3 Sets of plans on hold in File cabinet/1 /gp4dJqje Copy—DPW TO: 'Building Department FROM: Enct�o•a'cMv;ant Permit Section RE: 'Dr e ayClearance owner location AP # Driveway permit / O//0 7 L has been issued for the above property. n b date sign re A TO D�.3 Buildinq Department FROM: Environmental Health 5VHJSCT: Sanitation.Clearance S �, vv� VLe : Ih tc C, ,mac P, &, a �t -if ower Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Clearance for bedroom rgnMe.home. HOTS other Water Supply ��— C Sa ar' n Date t 1�'1 hUtul AI LO LW I%ki�1 �.I� A,I UI\111. FOR RESIDENTIAL ... DEVELOPMENT 9 0" 4 5 5 0 2 Section 26-8.1, of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent I ' 90-045502 Rec Fee Cash 5.00 5.00 to land or included within an area zoned i for agricultural purposes, and residents Recorded of this property may be- subject to incon— 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 , 1:22pm 23 -"Oct -90 X 1 of agricultural operations including, but not limited to cultivation, plowing, — spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and inconvenience residents within said zones and on adjacent property should be prepared to accept such or disconform from normal, necessary farm operatio.ns.-` All that real property situate in the County of Butte, State of California, described as fnllOws: � 0 Pl n S�\S� ©F'�- be �o �3`b c� on o��o � 9 � q�l©, LCA � QA Date: State County of ) SS. of PROPERTY OWNERS.: O \ On this the I ► day of nC 19Qcr,�, the undersigned Notary Public; personally appeared 0_,�A V— \I S�� �l e'11,_0 . M90, V) e�c 1IU� Voo V 1 F -- a c� � P- ;c before me, Personally known to me: Proved to me on the basis 'of satisfactory evidence. 1 ............................................. 0-VWA-3 o1? pv G . W�►y ,.cya-J +G�,11 o. OFFICIA..... tS% be the person(s) whose' names) ,��`'� '�`> . subscribed to the within instrument and acknowledged that ` .cm KATHRYN WILLIAMS oma; ,, NorAIZYPUBLIC-cnilF:I:r1lAexecuted the same for the purposes therein contained. IN LJJ'1' I'sSS � max,. , pri;.IJCIPAL OFFICE IN WhEREOF, I hereunto set my hand and official seal. `���-�-�" 6UT TE COUNTY ' My Commission Expsres Scp. 23, 1993 Present A.P. No.11p3 J N ary Public . EN® OF DOCUMENT �0e �a r 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT A33 33OR PARCE+NwMC R ZD"' . I _. _ BUILDING PERMIT OWNER SQLM TELEPHONE SO. FT. OCC.1 BUILDING VALUATION 6 o OWNER'S MAILING A DRESS \. e7 >-6g CONTRACTOR'S NAME 0. TELEPHONE / 1 /-7 AC/�lJ ry� V CONTRACTOR'S MAILING ADDRESS Fireplace /'000 - 000UNKNOWN UN N I OWN Total Valuation $ 4, OQg LENDER'S MAILING ADDRESS L Filing Fee $ 10.00 Permit Fee $ 3r - ARC IT CT OR WINE R LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENG EER'S MAILING ADDRESS Penalty $ :abLk, A K\ we cLu _ BUILgING AD Russ Permit fee ee $ PLUMBING PERMIT FllingFee 10.00 Each Trap 2.00 $ Solar or heat pum water heater 20.00 LOT NO. SU BDIV ION NAME 1 PARCEL MAP Water piping 1 5.00 C^ �� 7 Each qas water heater or vent 1 5,00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 9 Y 1 5.00 Building sewer ( 5.00 SF Duplex❑ Mobilehome❑ Other Mobile Home SIG W 10.00e SPECIFY TYPE OF WORK New Addition ❑1 Remodel ❑ UIIlilies ❑ Installation❑ Other ❑ Describe work:_ JQ� Permit Fee $ Contractor B ems_ ELECTRICAL PERMIT FIIIngFee 10.00 Main service 100 AMP Oil LESS 10.00 (� `� Main service EA. ADD'L 100 AMP 2.50 Z ' CONTRACTORS LICENSE LAW I declare under pena.lty of perjury (check one): ❑NON•RESIO I am licensed under provisions of Ctrapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 5 73[o Classification k 1�a ❑ I, as the owner, or my employees with wages as their sole compen- oaADDNS. ACCLBLDGS5L 2L'-) 2y:2sgit PEW coi+sTR.-Ut-TI-QUrLET BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e \SINGLE OUTLET CSR. ) Ex. OCCUp�OUTLE FIXFD A OR FIXTURE SALOy Ot Ex. Occup. OUTLETS (RE1SID )S. REA.) 2.00 5-y '-' 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) Temporary service ( 10.00 Mobile Ftotne Facilities 15.00 Misc. lyirin 9 15.00 / t7 0' ❑ I am exempt under Sec. Business and Professions Code for this reason Permit Fee $ (� WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑The permit Is for $100.00 (valuation) or less. Heating 00 h . 6 q ❑ 1 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 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 Cooling F-0 'J 1 1 /0-1 Hood 3,00 Ventilation 3 Permit Fee $ r provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home InstatlatIon Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot -occ Butte to enter upon the above-mentioned property for Inspection purposes. I also agree to save. Indemnity and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai st aid County in conse encg of the granting of this permit. Energy Inspection Fee $ 3 n 64e, co TYPE yJ TOTAL FEE $ Z 5 HAz CUA PAnK SCHL I Fro I PAR Po I HD I ISSUE X �_ �V Date y Signoture of ant — Owner Contractor Agent ❑ 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. An OSHA permit is ry ed for excavat ons over 5'0" deep and demolition or construct. ion bf structures over 3 oriiees in hei h . DIRECTOR OF PUBLIC WORKS Receipt No.- o'?' / ZJ- BY Date WHITC•D.r.W.. TELLO 1ASSfSSDn. I x•IH31•CCTOn. COLDEHnOO-Ar'r•LICAHT PERMIT EXPIRES Date r t BUTTE COUNTY SCHOOLS DEVELOPMENT FEE, CERTIFICATION FORM (One Form per Building) A ��A� A.P. Number ' •,,�(� Building Department No. _� School District ,/'e4nI4,'.SG City County UA Jurisdiction / r ,,q / Property Owner ,,�( e, r7 `.y /�r, ,/ "i�BG ,! tIf-01 .. L Project Location/Address Of , -Subdivision ~/ �. �.i/✓ Lot Number Residential Development: Sq. Footage/6 5V . # of Living MHI Addition (Group R) _ Units r Commercial/Industrial: a Sq. Footage New Addition (Including Exterior 1 Roofed Areas) _ <<\rC1 �\ ♦riG Bu lding Depai`tniernt'°Rep'rdsentative , v VQQ X% X > �,D.at�ey(„� . t.) (Floor, Plans, review&dNby S6hool District Personnel) District Id No. 14 r7 AA , �, 0 0U School District certifies that ( App`1G crq,AT Name) y (Phone Number') 1'7 V00 = ! ( Street Address`).`"„ 0/m A of 4 fi (City)- has complied with J._ r C_. by the payment of - (state.) . ' the requirements of Resolution'No. $ O� 13, 3v21 representing /1904_1#'square feet. ft. -A'_2 V, / go Date I ' - PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white-applicant,..yellow-building department.,,pink-school district SCHOOL.FEE (8/88) 1 . J HILL ENGINEERING STRUCTURAL CONSTRUCTION, e?,Of ESS/ JOB NO. 04-02 OCTOBER 1990 LU 0020935 "- MACNEIL RESIDENCE cs �, ExF . /g3 TEMPLE CIRCLE, PARADISE PINES, CA .� c!'l, 11!11.. � OFt� CA DESIGN CRITERIA The subject of these talc's is a Partial Structural Design for Lateral loads for a Single Story, Single Family- Dwelling of conventional wood frame construction. CODE 1988 UBC Loading: Roof - DL = 12 PSF . -11, = 30 PSP (SNOW) 13 1J,'T- FLOOR - DL = lO PSF PQ)/ e► CO � y►� - LL = 40 PSF A � ��P 'AA h/ LL = 60 PSF (BALCONY) ��Tr�IE WALLS. = DL _ 10 PSF (INTERIOR)" - DL = 18 PSF (EXTERIOR STUCCO) - WIND -p CexCgxgsxI - 75 MPH, EXP. B .7x1.3x15x1.0 = 13.65psf 15.00 psf min. TO 20' _ .8x1.3x15xl.0 = 15.60psf TO, 40' SEISMIC - V = ZICw/Rw . ZONE 3 . = .30x 1.0x2.75w/6 = .14w LUMBER - 2X & 4X Members - D.F. #`L, Fb = 1250 psi except 2 x 4 studs - ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.U. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi PLYWOOD - APA U.S. Product Std: PSI 1-83 CONNECTORS - Simpson Strong -Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2000 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf 3569-D Connie Circle • Paradise,. California 95969 , (916) 872-1261 | . g ] HILL ENGINEERING 35O9-DConnie Circle Paradise, California 95969 ^ .' � JOB -- S 1-1 E E T N 0. or ......... moxcc,wo.or-__=.. � CALCULATED BY— n"nc — _- . .x.cxa.^''--_____--_-_� ' ^^' � I .... ........ . . . . . . . . . . .... ....... ... . ....................... . ... . . .. ......... . ... . . . . . . .... ......... ............ . ... .... ... . ............. .............. ...... ..... ........... . . . . . . . . . . . . . . . . . . . . . . . . . .. .... ....... .. - ........... ............. . . . . . . . . . . .......... .......... ............ .............. 61 31V0 AG 03>10:1110 Aw 31va AG 031vin01v0 69696 771� .40 ON 133HS aor rillin r , r• 5/89 ;t RESIDENTIAL'PLAN CHECKING GUIDE ' (S.F. DUPLEX & MISC. ONLY)- Bldg. Per OWNER A.P. # GENERAL Zoning,requirements: (sideyards and number of.'permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. S,.�Existing violations on property. Items on data sheet. (9 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). Human impact glass (Sec. 5406).• 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 clearance. Smoke detectors (Sec. 1210). STRUCTURAL`DETAILS -f"'' Foundation plan complete 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. —5: Fireplace construction details and calcs if"'necessary. a , MISCELLANEOUS ITEMS'TO LOOK OUT FOR Y y: • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Seca 1711 &-3306(j)). • Brick or stone veneer (Chapter 30). f�a RESIDENTIAL RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS M LOOK OUT FOR (CONY D) < Exterior plaster - weep screeds (Sec. 4706). 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. JAiving area over garage - complete 1 -hour separation required on garage side ncluding supporting walls and posts, etc. wo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances. oise requirements on duplexes. dobe soils -special foundation design.etaining walls requiring design.nusual shape, size, or split level house requirin -lateral design. lashing at all exterior openings.. mot L A'VX Y L 5/�o G �r�a.er 6CY hit y 41—woo ol. r+vo G 5'0"617 Ze r HVAC SIZING Page 1 HVAC Projec'.�' Tittle.......... Plan 226B Date........ 01'/28/90 Project,Address........ Springfield Estates II -------=-----------'-- Chico California 95926 Documentation Author... Donna Wallace Building Permit.# -Company ................. Donna Wallace Telephone .............. (916) 893=4982 Plan Check./ Date Compliance Method....:. MICROPAS3 by Enercomp, Inc. Field-Check./:'Date Climate Zone........... 11 ------------=-=----- I MICROPAS3 v3.01 File-W226BW Weather-CTZ11 Program -HVAC SIZING User#-MP0995 User -Donna Wallace Run -West Facing House ------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area........... ...`1654 sf Volume... .......... . 13777 cf Sizing Location........... CHICO EXP STA Latitude........ ........ 39.7 degrees. Winter Outside Des.ign...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design........ 78 F Summer Range..... ......... 37 F Shading Used.., ......... No Latent Load Fraction....... 0.20 HEATING AND -COOLING -LOAD SUMMARY Note: The loads shown are only one of 'the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design.temper-atures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only: 45000 + 100.0 x (0.75 - 0.71) X17000 = 73000 Btuh Heating Cooling Description (Btuh)_ (Btuh) Opaque Conduction and Solar...... 13018 4945 Glazing Conduction.. .............. 6317 3526 Glazing -Solar........ ........... n/.a 11553 Infiltration............ ...... 8712 2863 ,Internal Gain .................... n/a 2100 Ducts......... ................ 2805 2499 Sensible Load..... ...... 30851 27485 Latent Load. ...................... n/a 5497 Total Load 30851 32982 Note: The loads shown are only one of 'the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design.temper-atures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only: 45000 + 100.0 x (0.75 - 0.71) X17000 = 73000 Btuh ` ��� O �� ��- �� � �� U � � - o' I=F a�. IC O E t�� e ry i A EVALUATION R C.0r 1h, c 1988 $COO 1-1-6-5. .C.. 1•K. Filing Category: FIREPLACES national C h�'�� i• naz�.e.: HEATILATOR FP36E, BF36A, HF36A, RF36B, TD36A, CL36A, CR36A, B11142A,.TD46A, III136A, HB36AI, 1iB42A, HB42A1, IID36A, IID36AI, HD42A AND HD42AI FACTORY -BUILT FIREPLACES IiEATILATOR, INC., DIVISION HON INDUSTRIES 1915 NEST SAUNDERS STREET NIT. PLEASANT, IOWA 52641 1. Subject: Add Installation of Gas Log Lighters in Models Nos. H836A, HD36A1. HB42A, HB42AI. HD36A. HD36A1, 'HD42A, HD42AI, .TD36A and TD46A (issued November, 1988). I1. Description: A through G—no change. Add anew paragraph: H. Installation of Gas Log Lighters: A gas log lighter may be installed in Models Nos. HB36A, HB36A1, HB42A, HB42AI, HD36A, HD36AI, HD42A, HD42AI, TD36A and TD46A, provided installation complies with Figure No. 8. The log.lighter is limited to a maximum'/: -inch -diameter -e, Inc. ference of Building Officials Report No. 1141 February, 1987 steel pipe, 18 inches long and must be 1 inch or less above the hearth floor. The fireplace damper must be permanently blocked open. Add Figure No. 8: Identification: No change. III. Evidence Submitted: No change. Findings IV. Findings: That the changes noted herein comply with the 1985 Uniform Building Code under the following conditions: 1 through 3 of master report and 1'through 3 of Evaluation Report Supplement No. 1—no change. 4. Unless specifically noted in this evaluation report supplement, the master report and the Evaluation Report Supplement No. I remain valid and unchanged. This report expires concurrently with the master report dated Feb- ruary,1987.. NOTES: 1. LOG LIGHTER CLEARANCE TO HEARTH FLOOR 1 INCH OR LESS. 2. GAS LINE ENTRANCE LESS THAN TWO INCHES ABOVE HEARTH. .y 3. MAXIMUM GAS LOG LIGHTER SIZE:' LENGTH = IS INCHES DIAMETER = V. -INCH FIGURE NO.8 1 Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of /CBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any otherattributes not specifically addressed novas an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. rays .... . S ICBO Evaluation ervice, Inc. A subsidiary co/o/orlon o(rhe International Conference of Building Officials �. i Report No.1141 t ' DEVALUATION REPORT SUPPLEMENT NO.1 February, 1987 capriole tae Kea a,w,r.�xrv.,..1nt. . Flung Category: FIREPLACES flEATICATOR FP36E, BF36A, HF36A, RF36B, TD36A, CL36A, CR36A, B1142A, TD46A, HG36A, HB36Ai';.HB42A, HB42AI, HD36A, HD36Al, HD42A and HD42AI FACTORY -BUILT FIREPLACES HEATILATOR, INC., DIVISION HON INDUSTRIES 1915 WEST SAUNDERS STREET MT. PLEASANT, IOWA 52641 (..Subject Add new Heatilator Models HB36A, HB36AI, HB42A. H942Ai,-HD36A: HD36Al. 14D42A and HD42AI Factory -built Fire- places (issued January. 1988). ll. Description: Add new Findings Nus. 4 and 5. Add a new paragraph: ``:G.`Models-HB36A, HB36AI, HB42A, HB42AI, HD36A, HD36Ai; `NH42A'and HD42AI Factory -built Fireplaces: The factory -built wood- buming fireplaces consist of a refractory -lined aluminized steel firebox su ffibunded by a galvanized steel outer shell. Models with a "Al" suffix are identical to the models with an "A" suffix. except they employ an insulated outer jacket surrounding the unit on the sides and rear. The 42 Series models art similar to the 36 Senes models, except they are larger in overall size. The HB models are heat -circulating fireplaces. Room air enters the lower chambee through the louvered openings in the lower face panel below the hearth and exits back into the room through similar openings in the upper face panel'at the top of the firebox. The HD models are nonheat circulating fireplaces. Room air enters the lowerchamber through an air inlet slot in the iaarer face panel below the hearth of HD models and is directed into the fire ciuinber at the front of the smoke dome. These fireplaces are for installation with the manufacturer's Series 300 air-cooled chimney system. Model AK 14 outside combustion air kit and OVERALL SIZE TABLE NO. I (Inches) (Built -In Fireplaces)' Width Depth Height 43 23'116 42'/16 HEARTH EXTENSION BREI t12HB42AI - 43 23'116 42'116 anchee) Width x Height . GRE -4.D. (Inches) 49 23'116 42'/16 I8 x 52 8 49 23'116 24'/16 I8 x 52 8 43 231/16 421/16 14HD36Al 8 43 23'/1" 42;/ I 15 I HD42A I 49 123'h6 421/1" 16 HD42AI 49 23'/16 421/16 'Optional glass doors are available for all fireplaces. models GD36A/B/i or GD42A/B glass door kits are optional accessories for the HB and HD models. Models FK I and FK2 fan kits are optional accessofies for use on the HB models only. The fireplaces are designed for an overall minimum height of 13 feet with a straight chimney, 14 feet 6 inches with two 30 -degree elbows and 20 feet with four 30 -degree elbows, but not exceeding 90 feet maximum. The fireplaces may be installed direcily upon combustible construction, and the chimney is intended to be instalied with a 2 -inch air space clearance to construction. Fire-stop'spacers establish the minimum 2 -inch clearance to the chimney at floor joists and at ceiling penetrations. A 'h -inch mini- mum air space is required from the back and sides of the fireplace. See Figure No. 3 foradditional details concerning the installation of mantels and decorative surrounds. ill. Evidence Submitted: No change. Findings IV. Findings: That the changes noted herein comply with the 1985 Uniform Building Code, under the following conditions: 1. The units are.manufactured at 1915 West Saunders Street, Mt. Pleasant, Iowa 52641, u.Adef a quality control program. with inspections by Underwriters Laboratories Inc. (AA -523). 2. Listed factory -built -chimneys must terminate as -set forth in Section 912 (a) of the Uniform Mechanical Code. 3. Unless specifically noted In this evaluation report supplement, the master report remains valid and unchanged. This report expires concurrently with the master report dated February, 1987. c., are issued solely to provide information to Class A members of ICAO, utilizing the code upon Evaluation reports aj/CBO Evaluation Seri -ice, InI which the t dport is based. Evaluation reports are not to be construed as representing aesthifics or any otherattributes not specifically addressed nor as on endorsernerit or recommendation for use of the subject report. i This report it based upon independent tests or other technical data submitted by the applicant. The ICBO.Evoluation Service', /nc.� technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by 1CBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. page 1 of 2 TABLE NO. I (Built -In Fireplaces)' FIREBOX SIZE HEARTH EXTENSION BREI CHIMMIEY .OPENING FIF10(Inches) Cl)Width x Height anchee) Width x Height . GRE -4.D. (Inches) Mi REMARKS36 x 2013!16 I8 x 52 8 U90 Minimum chimney heights 36 x 20"116 I8 x 52 8 are for installations without 42 x 20"116 20 x 66 8 ' elbows: 42 x 20"/16 20 x 66 8 90 18x52 891) 013 .16x2015116 36 x 2013116 i 3 x 52 13 9U 42 x 2013/16 20 x 66 8 1 90 42 x 2013/16 20 x 66 8 13 c., are issued solely to provide information to Class A members of ICAO, utilizing the code upon Evaluation reports aj/CBO Evaluation Seri -ice, InI which the t dport is based. Evaluation reports are not to be construed as representing aesthifics or any otherattributes not specifically addressed nor as on endorsernerit or recommendation for use of the subject report. i This report it based upon independent tests or other technical data submitted by the applicant. The ICBO.Evoluation Service', /nc.� technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by 1CBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. page 1 of 2 17 S P EFC I F I C A T I O H S "MODEL Osburn 1600 ' ` TEST,STANDARDS, 1. ULC S627 (CSA B366:2) residential 2. n, 148 residential 3. Oregon Department Environmental Quality' 4. -U.S: Environmental Protection Agencv.(Phase II, 1990.) HEAT OUTPUT. RANGE EPA:" 11,800 —.42,400 BTU/HR (at 63% default efficiency) " DEQ: 13,200 - 41,000 BTU/HR'(at 69.17 efficiency) r BTU/HR output will vary with cord wood usage depending on the type, and. condition of cord wood used: ; SHIPPING WEIGHT 181 kg,(400 lb) r COOK TOP HEIGHT.. 749 mm, ( 29.5"). COOK TOP WIDTH 609 mm (24"). DEPTH 685 mm (27") MINI.KUM NON-COMBUSTIBLE HEARTH SIZE 940 mm x 1220 mm (37" x'48") FIREBOX SIZE 0.05:m3 (1.85 ft3) DOOR OPENING SIZE 209 mm`x 394 mm (8 3/8" x 15 3/4") -RECOMMENDED LOG.SIZE 152 mm x 406 mm (6" x 16") ,FLUE OUTLET 152,�m (6") diameter OPTIONS - FAN - OUTSIDE COMBUSTION AIR - ETCHED GLASS `,,,o,,, CIi'. OF MCC,;,� .� Ma-`- I O Ewa ba-m)ervi e Inc. .• m ..� C, J COOL Asub 'r nal Cofiference of Building Officials �f,1' TM '�17h .�LL9 �1k~ M= -t .cr EVALUATION R . � 1VTEN T--I�i'0: 2t- Report No. 1141 cocr„Re,oi9eeKeot.A."i„,s...ic..1— February, 1987 Filing Category: FIREPLACES HEATILATDR FP36E, BF36A, HF36A,, RF36B, TD36A,.CL36A, CR36A, BH42A, TD46A, 111136A, HB36AI, 1IB42A, HB42A1, IID36A, IID36A1, HD42A AND HD42AI FACTORY' BUILT FIREPLACES IIEATILATOR, INC., DIVISION HON INDUSTRIES 1915 NEST SAUNDERS STREET NIT. PLEASANT, IOWA 52641 i. Subject: Add Installation of Gas Log Lighters in Models Nos. HB36A, HD36A1. HB42A, HB42A1, HD36A, HD36A1, HD42A, HD42AI, TD36A and TD46A (issued November. 1988)./ 11. Description: A through G—no change. Add a new paragraph: H. installation of Gas I.og Lighters: A gas log lighter may be installed in hiodels Nos. HB36A. HB36AI, HB42A, HB42A1, HD36A, HD36Ai, HD42A, HD42AI, TD36A and TD46A, provided installation complies with Figure No. 8. The log lighter is limited to a maximum V2 -inch -diameter steel pipe, 18 inches long and must be 1 inch or less above the hearth floor. The fireplace damper must be permanently blocked open. Add Figure No. 8. '°identification: No change. til. Evidence Submitted: No change. Findings 1V. Findings: That the changes noted herein comply with the 1985 Uniform Building Code under the following conditions: 1 through 3 of toaster report and 1 through 3 of Evaluation Report Supplement No. I—no change. 4. Unless specifically noted in this evaluation report supplement, the master report and the Evaluation Report Supplement No. 1 remain valid and unchanged. , This report expires concurrently with the master report dated Feb- ruary,1987. NOTES: 1. LOG LIGHTER CLEARANCE TO HEARTH FLOOR 1 INCH OR LESS. 2. GAS LINE ENTRANCE LESS THAN TWO INCHES ABOVE HEARTH. 3: MAXIMUM GAS LOG LIGHTER SIZE: LENGTH = 18 INCHES DIAMETER = 1/2 INCH FIGURE NO.8 Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide infor ation tomembers of %CBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or an at erattributes not specifically addressed nor as an endorsement or recommendation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to anv "Finding” or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 ... N ICBG Evaluation Sery 0ice Inc. A subsidiary corporation of the -International Conference of Building Off icla Is ;U EVALUATION REPORT SUPPLEMENT' NO.1 Report No. 1141 I coo,+i toweex:eon,Iv,r".><rvi,..m,. February, 1987 Filing Category: FIREPLACES HEATICATOR FP36E, BF36A, HF36A, RF369, TD36A, CL36A, CR36A, B1142A, TD46A, HG36A, HB36AI1;:HB42A, HB42AI, HD36A, HD36AI, HD42A- and.HD42AI FACTORY BUILT FIREPLACES HEATILATOR, INC., DIVISION [ION INDUSTRIES 1915 WEST'SAUNDERS STREET MT. PLEASANT, IOWA 52641 1..Sub*11: Add new Hemilator Models 14836A,.HB36Al, HB42A, HB42Ai,'HD36A; HD36AI. HD42A and HD42AI Factory -built Fire- places (issued January, 1988). 'IL:Descrlptlon: Add new Findings Nos. 4 and 5. Add a new paragraph: `.'-G'. Models •HB36A, HB36Al, HB42A, HB42AI, HD36A, HD36AI; 'HB42A and HD42A1 Factory -built Fireplaces: The factory -built wood - burning fireplaces consist of a refractory -lined aluminized steel firebox sur.•ibphded by a galvanized steel outer shell. Models with a "Al" suffix are identical to the'models with an "A" suffix, except they employ an insulated outer jacket surrounding the unit on the sides and rear. The 42 Series models are similar to the 36 Series models, except they are larger in overall size. The HB models are heat -circulating fireplaces. Room air enters the lower chamber through the louvered openings in the lower face panel below the hearth and exits back into the room through similar openings in the upper face panel'at the top of the firebox. The HD models are nonheat circulating firiplaces. Room air enters the lowerchamber through an air inlet slot in the Iovrer face panel below the hearth of HD models and is directed into the fire -chiiinber'at the front of the smoke dome. These fireplaces are for. installation with the manufacturer's Series 300 air-cooled chimney system. Model AK 14 outside combustion air kit and .models GD36A%B/T or GD42A/B glass door kits are optional accessories for the HB and HD models. Models FK I and -FK2 fan kits are optional accessoties for use on the HB models only. The fireplaces are designed foran overall minimum height of 13 feet with a straight chimney, 14 feet 6 inches with two 30 -degree elbows and 20 feet with four 30 -degree elbows, but not exceeding 90 feet maximum. The fireplaces may be installed directly upon combustible construction, and the chimney is intended to be installed with a 2 -inch air space clearance to construction. Fire -stop spacers establish the minimum 2 -inch clearance to the chimney at floor joists and at ceiling penetrations. A 1/i -inch mini- mum air space is required from the back and sides of the fireplace. See FigureNo. 3 foradditional details concerning the installation.of mantels and decorative surrounds. ill. Evidence Submitted: No change. . Findings IV. Findings: That the changes noted herein comply with the 1985 Uniform Building Code, under the following conditions: 1. The units are.manufactured at 1915 West'Saunders Street, Mt. Pleasant, Iowa 52641, tAdef a quality control program. with Inspections by Underwriters Laboratories Inc. (AA -523). 2. Listed factory-built•chimneys must terminate as set forth in Section 912 (a) of the Uniform Mechanical Code. 3. Unless specifically noted.ln this evaluation report .supplement, the master report remains valid and unchanged. This report expires concurrently with the master report dated February, 1987. TABLE NO. I (Built -In Fireplaces)' NO. MODtL FIREBOX HEARTH OVERALL SIZE OPENING SIZE EXTENSION SIZE/ (inches) (Inches) (Inches) CHIM91E SIZE -4.0.. (Inches) WSTALLED HEIGHT—.. ' FIl1EPLACE AND CHIMNEY(Feet) REMARKS Width Depth Height Width x Height width x Height. Min. Max. 9 HB36A 43 231im 421he 36 x 20j5/I6 18 x 52 8 13 90 Minimum chimney heights. 10 HB36Al 43 231/16 421h6 36 x 2015/16 18 x 52 8 13 :90 are for installations without I ' HB42A 49 231h6 421/16 42 x 201,/16 20 x 66 8 '13 90 elbows: 12 HB42AI 49 231h6 241/16 42 x 2015h6 20 x 66 .8 13 90 13 HD36A 43 231/16 421/16 36 x 2015A6 18 x 52 8, 13 90 14 HU36A1 43 2311e 42/16 36 is 2075/.6 1&x 52 3 13 97 15 HD42A 1 49 231/:6 421/,6 42 x 2015A6 20 x 66 1 8 13 90 16 HD42A1 49 2P/1a 421/16 42 x 20j5/16 1 20 x 66 8 13 90 loptional glass doors are available for all fireplaces. L.Ee n reports nj/CBO F.►aluation Serl ice, tree., are i.ccued sole/y to provide information toclass A members of 1010, utilizing the code upon ftptir rt based. Evauaonreportsare nottobeconclrued as reprtsentingaesthetics orany otherattributes not specifically addressed nor as triltri!orrecomendatin for use ojrhe subjec! report.rt ibased upon independent tests or other technical Cala submittedby the applicant. The 1CBO.Evaluation Service, lnc.� technicalstajjhas the restrecuftsandlorother databudotsotsstest fcilities to make an independent verification. Then is no warranty by 1CB0 n Servict, /nc.,express orimplied,as roFinding"orother molter in the report or as ro any product covertd by lht rtporl. This r includes, but is not limited to, merehonmbility. Page 1 of 2 - 17 S P E C I F -I C A T I O NS , MODEL Osburn 1600 ' TEST STANDARDS 1. ULC S627 (CSA'B366.2) residential 2.` n1482 residential Oregon Department Environmental Quality 4. U.S. Environmental,Protec'tion Agencv (Phase II, 1990) HEAT OUTPUT RANGE EPA: 11,800 - 42,400 BTU/HR�.(at 63% default efficiency) DEQ: 13,200 = 41,000 BTU/HR (at 69.1% efficiency) BTU/HR output will vary with cord wood usage depending on' the, type and condition of cord wood I " .SHIPPING WEIGHT 181 kg' (400'lb) COOK TOP HEIGHT 749 mm, (29.511.) , COOK TOP WIDTH 609 -mm (24") DEPTH 685 mm (27")` MINI,MUM NON-COMBUSTIBLE HEARTH SIZE. 940 mm x 1220.mm (37" x'48") FIREBOX SIZE 0.05 m3.(185 ft3) DOOR OPENING SIZE 209 mm x 394 mm (8 3/8" z 15.3/4") RECO`Q"IENDED LOG SIZE .152 mm x 406 mm (6", x 16") ; FLUE OUTLET 152 mm (6") diameter ' -OPTIONS R- FAN } - OUTSIDE COMBUSTION AIR - ETCHED GLASS eout4 of 33ultte OROVILLE, CALIFORNIA GENERAL CLAIM •' CLAIMANT: Damon Robert D6Ree ADDRESS: 6230 Stonehill Ct. CITY & STATE:. Magalia. CA 95954 IMPORTANT: SEE INSTRUCTIONS DATE OF CLAIM: October 29, 1990 ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work.- Permit #825-90B, AP 64-48-35 Receipt #59119, dated 3/23/90. Total Permit Fees Paid ------------------------------------ $601.00 Retain Plan Checking Fee ----------------- - ------ $182.00 Retain Energy Plan Checking Fee -------- ------ -==- 15.00 Retain Building Permit Filing Fee--------------- 10.00 Total Permit Feesetaine -----=------------------------ 207.00 - TOTAL REFUND DUE --------- ------------------------ -------$394.00 TOTAL .$32L00 I, the undersigned, declare under penalty of perjury that the services.. or articles claimed have a ed or delivered', a7#-th4t this claim is true and correct as stated. Dated this 29th . day of ,,, October l9 90 at Oroville Calif. ................................. .......................... .......................................• ........... ........_. r .. ......L..... .. ....:`.:'r..........�.... gnaturp of Clamant' I, the undersigned, hereby certify that, to the best of my knowledge, the. services or articles specified above have been performed or de- livered and that there is a Budget Appropriation or Specific Board Approval (Checkone) for the same. 29th October r Dated this,,,,,,,,,,,, ,h.............. day of ,,,,,, 19,90 at Oroyille Calif. ............ ...., ........ ................. ..... ../.... ................ ............ ... ....... ........ • De rt e Hes or Au onze u tY Dept, 440-002 Cod 4210500 Code ,,,,,,,,,,, PAYABLE FROM Const. ermits ........................................................ FUND I DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. ' d eount* 4 Xuftz.-, OROVILLE, CALIFORNIA, GENERAL CLAIM CLAIMANT'Enterprises,'Ine.and o art DuRee ADDRESS: %� .`6230 Stonehill Ct. ` CITY & STATE: Magalia, CA 95954 IMPORTANT: October 15, 1990 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIMTO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO. AVOID DELAY) AMOUNT Due to the sale of the property at Temple A.P. #64-48-35 Unit 8, Lot 18 I4would-like to request a refund of the monies submitted for the building which has been cancelled TOTAL I. the undersigned, declare under penalty of ,perjury that the services or articles claimed have erformed delivered, and that this claim is true and correct as stated. Dated this ...................... day of ..1. G. .. 19.. at Calif. �. ............................ • ......... ............. ur of Claimant I, the undersigned, hereby certify that, to the best of my knowledge• the services- or articles specified above have been performed or de- livered and that there is a Budget Appropriation ❑ or Specific Board Approval a (Check one) for the same. Datedthis .................:.................. day of..............................19....... at .............................. . Callf..................................................................................... • Department Head or Authorized Deputy Dept. Exp. - Code............................................ Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB.' PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. V, INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. _� _---- Clatins "should -6preaented`to'offkials for' approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding. Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably t 1 r f t t s 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 64-48-35 ZONING • RT1 BUILDING PERMIT OWNER G.P. BUILDING ENT. INC. TELEPHONE SQ...ET. O C- BUILDING Ix 67,snn VALJJ,AT.I_QN, OWNER'S MAILING ADDRESS 17032 Palmdale St C Huntington Beach, CA 92647 CONTRACTOR'S NAME Same TELEPHONE r^,� diviU CONTRACTOR'S MAILING ADDRESS Fireplace A 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 76- 12 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ J04. UU ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 15 nn ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �Z Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 18 SUBDIVISION NAME Paradise Pines #8 PARCEL MAP Water pi I 5.00 Eac qas water heate or vent 5.00 USE OF STRUCTURE SF aXDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00e TYPE OF WORK New [](XXlddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe wor0 bedroom _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -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. ZS ! %< Classification U % 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 NEW CONST. DWELLING OCCUP.& OR ADDNS. (ACC. BLDGS. h¢sgft TLET NEW CONSTRESID, RANCH CIRCUITS) NON -R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 120 @eAL@30 FIXED Ex. Occup. OUT ETS P(RESID 1APLNS.REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 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 FiIingFee 10.00 Heating Oh Cooling g Hood 3.00 Ventilation. Permlt 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 Countyot 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, j nts, costs, and expenses which may in any way accrue agai st sa' n co nce of ranting of this permit. X- Date -,, �� Signature of Applicant — Owner ElContractors Agent An OSHA permit is required For excavations over 5' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspec ion Fee o coNs.TTv v TOTAL FEE AL HAZ , _ CUA �- PARK F D PAR PD Issue This permit is hereby issued under 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. 59119 WHITE-D.P.W.. YELLOW-ASSLSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT d ♦ ,s .� n COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER f0_&Kon- K, 6077 /fir. A. P. No. Proposed Building Use �[/Ft�/ �T�- Building Inspector &A Date 3,�7; .A?d 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 instructibns....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ................................................... — 13. 904c 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: ...... 8. 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 offs gnaturp/ uthoriz tion .... izf 26. 27. When you issue the permit, process as follows: —Mai l to owner. Mail to contractor. A- Telephone R7_Z,-6SSj and hold for pickup at 000 _office. Deliver w/inspector. Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new it 1. Index permit for above items No. L_5 / q, 19 , , 2. Additional items required: P'bt-e_- cu, f/f1 a � Date not checked above). Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date Plans approved by_�1�3, Date Sets of plans on hold in . File cabinet AP folder Copy—DPW r, 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) a Bldg. Permit OWNER (s U�(.[,QGI(i �- %7'� A.P. # (al GENERAL v1/Zoning requirements: (sideyards and number of permitted living units).. -2K _' Valuation. 1-3:/Plans signed 'by designer. ✓� Energy Design and Compliance.- -,-5-.- Existing violations on property. (% Items on data sheet. s PLOT PLAN Complete parcel size and dimensions. �-2�Setbacks, sideyards, easements, ;etc. ';T.,-Other'buildings or structures." W." Grading, fills, drainage. �5:"� Flood hazard. Special conditions on creation map or compliance document. 7o FAU & FAS road setback. FLOOR PLAN %-1-Complete to scale plan with dimensions.. .,2, Required windows for light and ventilation (Sec.''T205).' Required windows for second exit (Sec. 1204). .4 Skylights (Chapter 34 & Sec. 5207). W. Human impact glass (Sec. 5406). !.(/Required room sizes, ceiling heights (Sec. 1207). �! GFCIs in baths,` garage', and exterior outlets (Article 210-8). ,o&'�Light••fixtures, switches, receptacles, and exterior receptacles for maintenance of me chanical.equipment. L.9- Locations of water heater, heating and cooling'°?`equipment, other electrical�or gas equipment,. and .plumbing fixtures. 4,® -''Garage firewall, door size, and closer (Sec. 503(d)(`3)). ,kJ -1: 3'0" exterior exit door (Sec. 3304(e)). df' ire.place and wood stove location, alcoves, and clear.aii6e ' Smoke detectors (Sec. 1210). STRUCTURAL DETAILS —1- undation'plan complete enough to construct building. t„2 -----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 atairway details: landings, rise and run, head clearance, handrails (Sec. 3306). . � Guardrail details (Sec. -1711 & 3306(j)). .3:�Brick or stone veneer (Chapter 30). ' 5%89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS'TO LOOK OUT FOR (CONY D) ..4!��xterior plaster - weep screeds (Sec. 4706). 9*1Proper roof pitch for roof covering (Chapter 32). A6 Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. arage door or porch header sizes. U? Adequate bracing. -1-8- Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. kr-.'Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). 41-3. derfloor access and ventilation (Sec. 2516). U -Ir Combustion air for fuel burning appliances. 15 -'Noise requirements on duplexes. Adobe soils - special foundation design. �Y. Retaining walls requiring design. 1.8 -.Unusual shape, size, or split level house requiring lateral design. 4�. Flashing at all exterior openings. M ,;+. ? e`- - I{ "L71.1{•i..L�il'''lL1 l llf i`ii���iU E r t wl-r I WC i °DTC: i *::� 21 t:iOV�,I G' Fi^`'•� {)�8r1.; :b x'226. i �'� or-m't the a :i.01i o'r bui:di+>9 �•aGi', or '05LA i;4t0 l STRUCTURAL -CALCULATIONS f RESIDENCE model 226B for Webb Home ' job number 1242 Engineers mandate is to respond to Building Official's ? notations numbered 1 and 2. No investigation of other conditions, problems.or repairs has been made, and no warranty or guarantee for work other than that explicitly indicated is given or implied. DATA ^ NOTE 1 (lateral and -gravity design at front walls) NOTE.2 (beams) tcssio^u c U CMLLIi '9-30-911 Griffith & Associates - 05 -Apr -90 DATA A page 1.1 WEBB 1242 unit 2266 b:\226B data 05=Apr-90 ROOF N/A - wood shingles 5.00 psf 1/2" plywood 2.50 Y;:.... 2x? @ 24"oc 0.65 misc 1.85 DL 10.00 LL 20.00 TL 30.00 psf. . WIND METHOD 11988 UBC EXPOSURE B Ce 0.8 80 MPH qs 17.00 PSF IMPORTANCE I 1 PRESSURE COEFFICIENT Cq 1.4 p 19.04 =Ce*qs*Cq*I psf ICY \JV4 ISO. - UKHT lool VMS, 1'(14 ON(IXIN U zVvi ►It -401 tz' G, L G cz No" 228.0 Li ✓VPfl � KlkU, 103:54 I uyc 0.7q rl 1000. A/ tf SHEARWALLDOCUMENTATION WEBB 1242 unit papa 121_1 DATA bA' shoarwall: length- 2.83 .It SW height= , 8.00 It oponings. 0.00 if LOADS ' Vabv 0 lbs shear M 0 fllbe lindependont liold-downs) — -, diaphragm D 1140 The shear L 1140 =O+Vebv longth of collector 22.00 It v=Ulenglh .403 lbs/It v0 403 '=U(IenOth-openings) AZ` Q . ,• '\, verticai Wwall= 10.00 psf �? load Wvert= 40.00 pit \ HIP ROOF ABOVE Q= DATA 1� V weight of wall=WW=Wwall'length 'helghl= 228.40 Ibe \ u^. o) v` i surcharge=S-Wvert'length- 113.20 The P=weight of wall+surcharge=WW+S= 339.80 The STABILITY ' Mot 9120.00-L'helghl+M nibs 1.5'Mot� 13880. Itlbs . Mt=P'lenglh'0:5- -481 ftllbs i •• Mhd-t.5'Mol-Mr= 13199 !tide HD3053 =(Mol;Mr)/length The HDalt 4884 -(Mhd/length) use HD- 3053 STRUCTURAL PROVIDE: r mall trues to top plate w/( ' DIAPHRAGM CONNECTION - 403 ' pit lied nalls @ . 12 •oc based on collector length 52 pit 144 A/ted 1.00 716d- 144 pill SHEAR PANEL 'RESISTANCE OF 403 611 11/2• CDX w/ 10d @ 4'/12• oc R-460 pill @ level oI openings 403 pit It / U BASE CONNECTION 403 pit - 11/2 Is A13 @ 16 "ocl . - JR= 993 RIABI ' 1.33 '/AB= 745 pill , HOLDOWN RESISTANCE OF 3053 lbs (use HPAHD22 R=4310lb9l . D-LOAD'RESISTING• MOMENT CHECK w, footing: Ong- 1.00 It t Wtdthltg 1.00 It surcharge 17 pit' Lfl 22.00 ft Dbase 0 feet widthBASEm .1.00 ' Wkg 1 -(Dbase BASE+(Dng-Dbase)'Widlh(lg)'150 pit end10ad 0 The @emend app TOTAL OVERTURNING MOMENT Mo 10280 . W (Dlig+heighq+M tlbs 1.5' Moll plus TOTAL RESISTING MOMENT Mir. : 15390 .Mr-((Wftg+surcharge)•Lftg^2)/2-(Lftg'endload) -4758 .... .. additional resistance required 10834. ftlbe Siructurei Calculations 29 -Mar -90 page -f SHEARWALL DOCUMENTATION WEBB 1242 unit PeOe 1_2_12 DATA , shearwall: length= 22.00 It SW helghl= 8.00 it oponings 0.00, It LOADS V'abv o Ibeshear _ M 0 Itibe (Indopandonthold-downnl`` v diaphragm D 2280 lbs shear 'Ion ' gth of collector 22.00' 11 L 2280-D+Vabvf •. Q �k v=t.11englh 104 lbs/ft vo 104 -L length-oponings) , vertical Wwells 10.00 pat I O load Wvert= 40.00 pit HIP ROOF ABOVE 1 ' ` y �,g• a DATA W810111 of well= 0 WW=Wwall'Ienpth'heighl= 1760.00 The = eurchar99-S-Wvert•len lhSIF 9 ......... 880.00 �Ibs P=weight of wall+surcharge =W W+S 2840.00 lbs STABILITY ' . Mot 18240.00 =L*holght+M Itlbe 1. t= 27360 fllbs Mr-P'le '0.5s " -29040 . flllbe Mhde1.5'Mot-Mis ••z -1680 Nibs 1 - HD -491 = +Mr)/lenglh The HDalt -78 =(Mhd th) use HD= -76 STRUCTURAL PROVIDE: snail truss to lop plate w/l DIAPHRAGM CONNECTION 104 pit I led nalls @ 12 "oc based on collector length 104 pit In= 144 Wled = 1.00 '/16d= 144 pill SHEAR PANEL RESISTANCE OF 104.pit 11 GDX w/ Bd @ e"/12" oc R=260 plI f @ level of openings r 104 pit BASE CONNECTION 104 pit 1/2" die AB @ 32 ."ocI ' IR- 993 N/A 2.67 '/AB= 373 pill HOLDOWN RESISTANCE OF -76 lbs s juse.HPAHD22 R- 4310 They s DEAD—LOAD RESISTING, MOMENT CHECK roofing: Drlgs ,1.50 it Wldthftg 1.00 it surcharge. 37 pit Lftg 22.00 R Dbase 0.00 feet wldthBASE- 1.00 last ! Wftg 226 .(Dbase'wldthBASE+(Ditg-Dbeso)'Widlhllg)'150 pit endload s } 0 Ibe @ ea end epplled TOTAL OVERTURNING MOMENT Mo 21660-L'(Dftg+helght)+M ftlbo 1.6'Motl 32490, .plus TOTAL RESISTING MOMENT Mir- -Mr-((Wftg+eurcharge)'Lflg'1)/2-(Lltp'endload) -92595 r ' . additional resistance required -60075• nibs ' Structural Calculations K 29-Mer790 page-1 SOILS RESULTANT R=P+(Lftg'(Wftg*surcharge)). 8415 lbs e=(Moll-(L(tg'endload)/R= 2.57 It Lhg/6e _.:.. 3.67 it maximum soil pressure=p=(R/Lttg)'(1y(e'"e/Lflg))= 651.01 plf (when e<-Ienglh/8) �' ` �• �� maximum 8011 pressuro=P-2Rl(3'(Lflg/2-e))= 0.00 PH (when e>1englh/8) i o= \ �� • rn i actual soil pressure=p/wldlhBASE= 651.01 psi ) `rgTc ` W Grllfith 3 Associates • REINFORCED, CONCRETE page 1_2.1.3 - WEBB 1242 unit b'L usconc GARAGE WALL FOOTING " method: uilimate slrengl.h method CONCRETE h ' NIA In wall height EC 2549.11=57'@sgrl(f'c' 1000)" + ' , I'o 2 k91lk 8 In " fY 40 ksi beta 0.85 n -11 modular ratio LOADING We 150 pct weight of concrete r , Pw 0-h/2-(Ik' Wc)I144 .lbs/ll weight of wall at midheight Pa 0.00, Ib/ft axial service load applied Mdl 0 In -kips service load MII 78 In kips service load r* phi 0.9 for bending members Mn 147=(1.4'Md1+1.7'Mll)/phi in kips Vdl 0 kips service load VII 2.29 ;kips service load Vn 4,58 =(1:7' V11+1.4'Vdl)/.85 SECTIO14 d 15.00 In b . 12 In reinforcement: 1 bails) N 5 @ 0.31 In^2 r - • equivalent to 12.0 Anoc • A9 0.31 in'2 /linear loot pmin 0.0050 =200/(fy' 1000) , P 0.0017-As/(d'b) pb 0.0247-(.85'(1'c/fy))-beta '(87000/(87000+1000'.ty)) 4 ` 0.0186 0.75'p6 max steel balanced condition section Is 0 over -reinforced: concrete stross governs 1 under -reinforced: sleet stress governs 0 check ANALYSIS BENDING; _ ''.F> s� .. _ T 12,40 .=(As'fY) icr 897.300=n'As'(d-c)^2+(b'c^3)I3 \-' a. 0.81-(As'ly)/(.85'fc'b) `C"ir• c 0.72 Qe/bele delle 0.000=(5'Mn*h^2)1(48'Ec*lcr) Mevell 182 =T -(d -(a/2)) In -kip .. • !1 'T34 3.0 1.240A =Mavali/Mn1 ' I Mevall>=M check } SHEAR vc 0.09. -2'@SQRT(I'c61000)/1000 ksi due to concrete only Vconc 18,10-d'b'vc kips 352%-VconcNn (Il Vconc/Vn < 200% then provide r minimum minimum reinforcement) Veddl _L11i ki s required P q (negative value Indicates no requirement) - ' spacing ve -e4 '-(Veddl'1000)/(b'd) pal ' `1 vs<-4'@sgrl(I'o11000) a 7.5 a@MIN(24,d/2) ' 0. va>4'@sgrt(I'c'1000) a 3.75-@MIN(12,dM) ' U86 _ s 13 ,In oc Avmin 0,195 ®(50'b'e)/(fy61o00) try 1 • number 4 bare @ 0.20 in'2 , Av .0.2 V,eleel 9-Av'fy'd/e kips M 653%-(Vconc+Vsleel)Nn Structural Celculallone 29, -Mar -90 PAGE -1 loop U60- 039-U��E : o.�� = 2.12 II 1.2.2,�ill 000 U 1 46 V 4 -y obi FTq loop U60- 039-U��E : o.�� = 2.12 II 1.2.2,�ill SHEARWALL DOCUMENTATION-F;, WEBB 1242 unit 226B page 1_2_2_1 DATA bA2268 'a shearwall: length= 3.00 It 17 SW _. height= 8.00 ft openings 0.00 ft I j c' �� 3 7 LOADS Vabv 0• lbs shear M 0 ftlbs jindependent hold-downs) diaphragm D • 1262 lbs shear length of collector 14.00 It L 1262=O+Vabv v=LAength 421• lbs/ft vo 421=L/(length_penings) `—� vertical Wwall= 10.00 psf load Wvert= 140.00 plf HIP ROOF ABOVE DATA weight of wall=WW=Wwall'length'height- 240.00 lbs surcharge=S=Wvert'length= 420.00 lbs .... r P=weight of wall+surcharge=WW+S= 660.00 lbs " STABILITY Mot 10092.56-L'height+M ftlbs , , 1.5'Mot= 15139 ftlbs Mr=P'lehgth'0.5= -990 ftllbs ' Mhd=1.5'Mot-Mr=_ 14149 ftlbs a . HD 3034 =(Mot+Mr)Aength Ibe HDalt 4716=(Mhd.Aength) use HD= . 3034 STRUCTURAL ' PROVIDE: (nail truss to top plate w/1 DIAPHRAGM CONNECTION 421 plf 116d nails@ 12 'oc1 based on collector length 90 plf I R= 144 #/16d 1.00 '/16d= 144 pIf 1 WW 4-W -SHEAR PANEL RESISTANCE OF 421 plf 11/2. MW w/ ad @ 8'/12' oc R=9ft plf l , @ level of openings .421 plf IBOTH SIDES BASE CONNECTION 421 plf 11/2' dia_ AB @ 16 'oc I I R= 993 .N/AB/ 1.33 '/AB= 745 plf l HOLDOWN RESISTANCE OF 3034 lbs Iuse%M dbl stud R=,qM91bsl WAV 010 D AD-LOAD RESISTING MOMENT CHECK footin Dftg- 1.00 ft ` Widthftg, 1.00 ft surcharge 17 plf 22.00 It ' D .0.00 feet ` widthBASE= 0 feet Wftg 1 - se•widthBASE+(Dftg-Dbase)'Widthftg)'150 plf endload 0 Ibe @ ea plied TOTAL OVERTURNING MOMENT Mo"' 11354 =L'(Dftg+height ftlbs 1.5'Motf ` plus TOTAL RESISTING MOMENT Mtr- -Mr-�(W ftg+surcharge)' Lftg'2)/2-(Lftg' endload) -5265 - Additional resistance required 11766 ftlbe r r- Structural Calculations 05-Apr-90 ' page-1 SHEARWALL. DOCUMENTATION WEBB 1242 unit 226B page 1 2 22 DATA . b:\2268 1T: shearwall: length= 4.83 It SW height= 8.00 It, openings 0.00 It � �%J ;•_� LOADS ` Vabv u� 7 ,. 0 Ibsshear M 0 ftibe (independent hold-downs], { y diaphragm D 2031 lbs shear length of collector 14.00 It L 2031 =D+Vabv v=Ulength 421 lbs/ft vo 421 =U(length-openings) vertical Wwall= 10.00 psf load Wvert= 140.00 plf %HIP ROOF ABOVE -------- ,DATA Weight of wall=WW=Wwall*length*height= 386.40 lbs surcharge=S=Wvert'length- 676.20 lbs. P=weight of wall+surcharge=WW+S= 1062.60 lbs �• STABILITY Mot 16249.04=L'height+M ftlbs 1.5'Mot= 24374 ftlbs z Mr=P'length '0.5= 1-2568 ftllbs ..........r s Mhd=1.5'Mot-Mr= 21807• ftibe HD 2833 =(Mot+Mr)/length lbs , HDalt 4515 =(Mhd/length) use HD=` 2833 STRUCTURAL PROVIDE: snail truss to top plate w/1 DIAPHRAGM CONNECTION 421 plf 116d nails @ .. 8 'oc 1 based on collector length 145, plf 1 R= 144 #/16d 0:67 '/16d= 216 pif j W,41 to 460 _ SHEAR PANEL RESISTANCE_OF . 421 11/2' 6Ww/8d @ /12" oc R=M pill , @ level of openings 421 -pif r pif 180TH SIDES 1 BASE CONNECTION ' =.421 plf 11/2' dia AB @ 16 --oc l 1R= ' 993 #/AB/ 1.33 '/AB- 745 plf HOLDOWN RESISTANCE OF 2833 Ibe • - . ' NP�ND Tz��'3�b D - OAD RESISTING MOMENT CHECK footing: Dftg= , 1.50 It r a 1.00. It surcharge ,. .,37 plf Lftg 83 It Dbase 0.00 widthBASE= 1.60 feet -" Wftg 225 =(Dbase'widthB t-Dbase)•Widthftg)•150 pif ' endload 0 lbs @ ea and applied TOTAL OVERTURNING MOMENT Mo 19296 =L*(Dftg+height)+M ftibe 1.5'Motf 28944 plus TOTAL RESISTING MOMENT Mtr= =Mr-((W ttg+surcharge)' Lftg^2)/2-(Lftg' end load) -5628 additional resistance required 23318 ftibe Structural Calculations 05-Apr-90' page-1 SHEARWALL DOGUM'ENTATION WEBB 1242 unit 2268 , , page 1 2 2 3 DATA b:%2268 U shearwail: length= 14.00 ft SW I height= 8.00 ft openings 0.00, It LOADS Vabv 0 lbs shear. a= ~ N� M 01 ftlbs [independent hold-downs], diaphragm D 3293 lbs shear length of collector 14.00 ft. / L 3293 =D+Vabv ' v=L/length 235 lbs/ft vo 235 �=L/(length-openings) vertical Wwall= 10.00 psf —� load Wvert= 140.00 plf FLOOR & WALL ABOVE ' DATA I eight of wall=WW=Wwall *length* height=- 1120.00 lbs ` surcharge=S-Wvert*length= 1960.00 lbs P=weight.of wall+surcharge=WW+S= 3080.00 Ibs STABILITY , Mot 26341.60 =L'height+M Ribs' 1.5'Mot= 39512 ftibe r=P'lengtW0.5= .•.•.•.-21560 ftllbs Mhd=1.5`M9t-Mr= 17952 ftlbe HD. 2 =(Mot+Mr)/length Abs HDalt 1282 hd/length), use HD= 342 i STRUCTURAL PROVIDE: mail JOIST to,top plate w/1, DIAPHRAGM CONNECTION 235 116d nails @ 8 'oc l based on collector length 235 plf 1 R= 144 H/16d • 0.87. 716d= 216 plf l SHEAR PANEL RESISTANCE OF 235 plf 1/2' COX w/ Sd @ 41/12' oc.R=380 pifl @ level of openings,. 235 plf , BASECONNECTION 235:pIf 11/2'diaAB 48 'ocl • JR- 993 / 4.00 '/AB= 248 pill OK DUE TO BASE COLL R W/ LENGTH 21 FT s HOLDOWN RESISTANCE OF 342 lbs % Iuse.PAHD42 R=2385lbs i -DEAD—LOAD RESISTING MOMENT'CHECK tooting: •' idth 1.00 - iftg 1.50 Wdth ft ft surcharge 17 plf I Ij� Lftg 14.00 , ft fI 1 Dbase 0.00 feet widthBASE- 1.50 feet ' Wftg 225 =(Dbase'width BASE+(Dftg-Dbase)'Widthftg)'150 Of endload 0 The @ as and applied `TOTAL OVERTURNING, MOMENT Mo 29634 -L'(Dftg+height)+M ftlbe 1.5'Motf + 44451 + plus TOTAL RESISTING MOMENT Mtra f =Mr-((Wftg+surcharge)'Lftg'2)/2-(Lftg'endload) -45243. additional'resistance required � -792 ftlbs 4 Structural Calculations 05-Apr-90 page-1 SOILS RESULTANT R=P+(Lftg'(Wftg+surcharge))= 6463 lbs e=(Mott-(Lftg'endload)/R= 4.58 ft Lftg/6= 2.33 It _ " maximum soil pressure =p-(R/Lftg)'(1+(6'e/Lftg))= 0.00 plf ;' .,; ` �� FI /. •, (when a<=length/6) maximum soil pressure=p=2R/(3'(Lftg/2-e))= 1784.21 plf (when a>length/6) actual soil pressure=p/width]BASE= 1189.47' psf Structural Calculations 05 -Apr -90 page -2 t Griffith & Associates ' s REINFORCED CONCRETE page 12.2.4 bA2268 �FCF sslov WEBB 1242 unit 226B. ` usconc WALL FOOTING . method: ultimate strength method CONCRETE °' G` `* 30 1 h N/A inwallheight Ec 2549.11=57'@sgrt(fc'1600)' fc 2 ksi tk 6 in ' ty .40 ksi beta 0.85 • i ' \ '�. •�` _ "� n 11 modular ratio LOADING We 150 pct weight of concrete Pw 0 =h/2'(tk' Wc)/144 IbsM weight of wall at,midheight Pa _ 0.00 'Ib/tt axial service load'applied Mdl 0 in -kips service load MII 82 in kips service load , phi 0.9 for bending members r . Mn 155=(1.4'Mdl+1.7'Mll)/phi in kips Vdl 0., kips service load VII 2.27 kips service load Vn 4.54 =0.7' Vl1+1.4' Vdl)/.85 SECTION d 15.00 in I b 12 in reinforcement: 1 bar(s) N 5 @ 0.31 in:2 u C7r-I' L + equivalent to 12.0 in oc } As 0.31 iW2 Ainear foot , pmin 0.0050 =200/(ty'1000) p 0.0017 =As/(d' b) pb 0.0247=(.85'(f'c/ty))*beta*(87000/(87000+1000'fy)) balanced"condition 0.0186 0.75'0b max steel r+ section is 0 over -reinforced: concrete stress governs 1 under -rein forced:, steel stress governs ' 0 check ANALYSIS t BENDING T 12.40 (As'fy) Icr 697.300 =n'As'(d--c), 2+(b'c"3)/3 a 0.61=(As'ty)/(.85'f'c'b) c 0.72=a/beta delta 0.000-(5'Mn•n-2)/(48*'Ec•icr) Mavail' 182 =T'(d7(a/2)) in -kip 118% =Mavail/Mn 1 Mavail>=M check + r SHEAR vc 0.09 .=2'@SORT(fc' 1000)/1000 ksi due to concrete only' �• Vconc 16.10-d'b'vc kips 355% '=VconcNn (if VconcNn < 200% then provide minimum reinforcement) s ' •Vaddl -11.56 kips required (negative value indicates no requirement) im enq spacing ve 34 =(Vaddl'1000)/(b'd) psi 1 vs<c4'@sgrt(f'c'1000) 6 7.5-@MIN(24,d/2) • 4 0 vs>4•@sgrt(Pc'1000) s 3.75 =@MIN(12,d/4) use .• s 13• in oc Avenin 0.195 =(501b's)/(fy'1000) t try 1 number 4 bars @ 0.20 in'2 Av 0.2 1 Vsteel 9-Av'ty'd/6 kips ' 558% =(Vconc+Vsteel)Nn a Structural Calculations 05 -Apr -90 . z, ' PAGE -1 ' Griffith & Associates CONCRETE page .-REINFORCED 1.2.25 b:t226B WEBB 1242 unit 2268 usconc 'WALL FOOTING;; , method: ultimate strengthmethod CONCRETE h N/A in wall height 2549.11 =57'@sgrt(fc'1000) �QEc 1 \ moi• \ 1 f'c • 2 ksi tk 6 in LU ty 40 ksi beta n 11 modular ratio LOADING. We 150 pcf weight of concrete , . s Pw 0 =h/2'(tk' Wc)/144 lbs/ft weight of wall at midheight - Pa 0.00 Ib/ft axial service load applied Mdl 0 in -kips, service load Mil 123 in kips service load phi 0.9 for bending members Mn 233-(1.4'Md1+1.7-MII)/phi in kips Vdl 0 kips service load ' VII' 2.12 kips service load Vn 4.24=(1.7'Vl1+1.4'Vdl)/.85 SECTION d 15.00 in b 12 'inIO�f reinforcement: 2 bar(s) N 5 @ 0.31 in -2 II T }�� t'.0 �I r ( t' I I . equivalent to 6.0 in oc As 0.62 in'2 Airiear foot ^ pmin 0.0050 -200/(fy'1000) p 0:0034 =As/(d-b) pb 0.0247-(.85'(f'c/ty))*beta*(87000/(87000+1060'fy)) ` balanced condition 0.0186 0.75'pb max steel section is 0 over -reinforced: concrete stress governs . 1 under -reinforced: steel stress governs 0 'check ' ANALYSIS BENDING r T 24.80=(As'fy) Icr 1267.52 =n'As'(d-c)^2+(b'c^,3)/3 a 1.22 =(As' fy)%(.85' f c' b) f , C. 1.43 =a/beta delta 0.000=(5'Mn'h"2)/(48'Ec'Icr) Mavail '357 =T'(d-(a/2)) in- kip 153%=Mavail/Mn 1 Mavail>=M check ` SHEAR vc 0.09 =2'@SORT(fc'1000)/1000 ksi due to concrete only , Vconc 16.10 =d'b'vc kips 380% =VconcNn (if Vconc/Vn < 200% then provide . minimum reinforcement) Vaddl -11.86-Vn-Vconc kips required (negative value indicates no requirement) spacing , ve -6e=(Vaddl'1000)/(b'd) psi I vs<=4'@sgrt(fc'1000) s 7.5 . =@MIN(24,d/2);. ' 0 vs>4'@sgrt(fc'1000) a 3.75 =@MIN(12,d/4) ' use s 13 in oc Avmin 0.195 =(50'b's)/(fy'1000) try 1 number, 4 bars @ ) 0.20 in'2 . ,Av 0.2 r ` Vs tool 9 =Av'fy'd/e kips 597% =(Vconc+Vsteel)Nn Structural Calculations 05 -Apr -90 ' PAGE -1 • i , GRIFFITH & ASSOCIATES . -SIMPLE BEAM DOCUMENTATION page 1 t WEBB 1242 unit 226B b:\2268 ' •_ sbeam DATA ;FEssi�y�� ,yJ--------- -LENGTH •LENGTH 16.00 ft tribwidth 6.50 ft ��y : G�������\' c LL 20.00 psf DL= 10.00 psf surcharge= 15.00. plf ASSUMED DEPTH IN INCHES 11.25 split factor sf= 1.00 t * w=tribwidth*(DL+LL)+surcharge— 210.00 plf d=length * 12/ 240 = ` . 0.80 inches factor,for stress: 100% ` Fb Fv E #2df 1250'.00 95.00 ' 1.70E+06 single t , w/increase 1250.00 psi 95.00 -psi 1.70E+06 psi BENDING M=w*length"2/8= 6720 ftlbs Sr=M * 12/Fb= 64.51, 'in^3 SHEAR R=w*length/2=. 1680.00 lbs V=w*(leng1h—(2*DEPTH/12))/2= 1483.13 > , - Ar=1.5*V/(Fv*sf) 23.42 'in"2 a - � DEFLECTION A � , wDL 80.00=(tribwidth'DL)+surcharge wd=tribwidth * LL= 130.00 plf , Ir=5"wd*(length"4)*(12"3)/(384*E*d)=. s 140.95 in"4 DEAD LOAD DEFLECTION based on Ir: 4 D=5"wDL*(length"4)*(12"3)/(384*E*Ir)= 0.49 inches SUMMARY , SECTION S A required 64.51 23.42 140.95 @ 78 inches o/c try: 4x12 73.83 39.38 415.28. .II I 4x 14 102.41 ` 46.48 678.48. STRUCTURAL'CALCULATIONS 05—Apr=90 . GRIFFITH & ASSOCIATES ' SIMPLE BEAM DOCUMENTATION page•e•� " WEBB 1242 unit 226B b:\2268 sbeam DATA LENGTH 12.00 ft tribwidth= 6.33 ft LL 20.00 psf. DL= 10.00 psf ` surcharge= 15.00 plf s ASSUMED DEPTH IN INCHES 11.25 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= 204.90 plf d=length*12/ 240 _ 0,60 inches ter.=f factor for stress: 1000/0 Fb' Fv ` f #2df 1250.00 95.00 1.70E+06 single , w/increase 1250.00 psi 95.00,, psi 1.70E+06` - psi BENDING . M=w1ength"2/8= 3688, ftlbs Sr=M * 12/Fb= 35.41 in -8 , SHEAR , R=w" length/2= 1229.40 .Ibs V=w*(length=(2*DEPTH/12))/2=. 1037.31 " Ar=1.5*V/(Fv*sf)= 16.38 in -.2 DEFLECTION: wDL ' .78.30 . =(tribwidth*DL)+surcharge wd=tribwidth*LL= 126.60 plf . Ir=5*wd"(length"4)*(12"3)/(384*E*d)= -57.91 in"4 DEAD LOAD DEFLECTION based on lr: D=5*wDL*(length"4)*(12"3)/(384*E"Ir)=, 0.37 inches • ` SUMMARY , SECTION S A required 35.41 16.38 57.91 @ 76 inches o/c try: . ' 4x-10 49.11- 32.38. 230.84-1 1jel,� 4X1 2 73.83I 39.38 415.28 STRUCTURAL CALCULATIONS 05 -Apr -90 : • GRIFFITH &ASSOCIATES SIMPLE BEAM DOCUMENTATION page 1_3_3 WEBB 1242 unit 2268 bA22613 .. sbeam DATA �FaoFss��,a LENGTH, 18.00 ft tribwidth= 1:00 ft LL 170.00 psf DL=195.00 psf `', surcharge= 18.00 plf ASSUMED DEPTH IN INCHES 11.25 split factor sf= 1.00 ' w=tribwidth"(DL+LL)+surcharge= ,383.00 plf. IV d=length*12/ , 240 0.90 inches factor for stress:. 125% c. Fb Fv E #1 Df 1300.00 85.00 1.60E+06 BEAM w/increase 1625.00 psi 106.25 psi ` 1.60E+06 . psi BENDING M=w*length"2/8= 15512 ftlbs Sr=M * 12/Fb= 114.55 in -3 SHEAR R=w*length/2= 3447.00 lbs !� '' r•, , V=w*(length—(2"DEPTH/12))/2= 3087.94 Ar=1.5*V/(Fv"sf)= '., 43.59 in -2 DEFLECTION.' wDL 213.00 =(tribwidth*DL)+surcharge wd=tribwidth*LL= 170.00 plf Ir=5*,wd*(length^4)*(12"3)/(384'E*d)= 278.84 in"4 ` 'DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12"3)/(384"E*lrj= 1 1.13• inches SUMMARY SECTION S A required 114.55 43:59 278.84 @ 12 inches o/c try ` 6x12. 121.23 63.25. 697.07 .6x1.4 167.06 74.25 1127.67 STRUCTURAL•CALCULATIONS 10—Apr-90 Griffith $Assocletes "i-wla al or HIPSO plans and specs does not permit the violation of any section of building cede, or other cihy ' REINFORCE �' P9e 1_z_� 3 WEBB,1242 ,rt ft` 6 usconc GARAGE WALL FOOTING method: ultimate strength method FESS/p 'CONCRETE �O Q Aro( h N/A in wall height Ec 2549.11-=57'@sgrt(f'c'1000) fc 2 ksi tk 8 in h 40 ksi LS beta 0.85 N 1. n 1.1 modular ratio LOADING We 150 pcf weight of concrete Pw 0 =h/2'(tk' Wc)/144 liie/ft weight of wall at midhelght �'T•4� C. Pa 0.00 Ib/ft _ axial service load applied ' Mdl 0 In-kips • service load MI1 78 in klps service load phi 0.9 for bending members Mn 147=(1.4'Mdl+1.7'Mll)/phi In kips f • Vdl 0 kips service load VII 2.29 ,.kips service load Vn 4.58 =(1.7'Vl1+1.4'Vdl)/.85 s' SECTION dr 15.00 In b 12 In' c11� H2O reinforcement: 2' bar(s) N 4 @ 0.20 in"2 ° I �r'7 equivalent to 8.0 in oc As 0:40 in"2 /linear foot •� pmin 0.0050 =200/(fy' 1000) P 0.0022 =As/(d•b) pb 0.0247-(.85'(f'c/fy))*beta*(87000/(87000+1000'fy)) balanced condition 0.0188 0.75'pb max steel section Is 0 over-reinforced: concrete stress governs 1 under-reinforced: steel stress governs, 0 check ANALYSIS ' BENDING T 18.00 =(As'ty) Icr 875.089 =n'As'(d-c)^2+(b'c'3)/3 a 0.78 =(As'ty)/(.85'Pc'b) c 0.92 =a/beta delta 0.000 =(5'Mn'h"2)/(48'Ec'Icr) Mavail 234• =T'(d-(a12)) . in-kip 159% =Mavail/Mn ✓ t I Mavail>=M check SHEAR • , vc 0.09=2'@SQRT(f'c"1000)/1000 ksi due to concrete only Vconc 18.10=d'b'vc kips 352% =VconcNn (if VconcNn < 200% then provide minimum reinforcement) Vaddl -11.52-Vn-Vconc kips required (negative value Indicates no requirement) spacing vs -84 =(Vaddl'1000)/(b'd) psi . 1 vs<=4'@sgrt(f'c'1000) a' 7.5 =@MIN(24,d/2) .0 vs>4'.@sgrt(f'c*1000) a 3.75 =@MIN(12,d/4) . use s 13 in oc Avmin 0.195 =(50'b's)/(fy'1000) try 1. number 4. bare @ 0.20 In"2 Av. 0.2 Veteel 9'-Av'fy'd/a kips 553% =(Vconc+Vsteel)Nn Structural Calculations. .19-Apr-90 PAGE-1 Griffith 3 Associates REINFORCED CONCRETE 2_2.4 page , • 6:\22613 , • WEBB 1242 unit 2288 usconc .. _ WALL FOOTING ::.:..... . F ESS/0 ate strength method CONCRETE C h 'N/A In will height Ec 2549:11=57•@sgrt(1'c'1boo) J� ?� fc 2 kel tk 8 1n • O y fy 40 ksl - No Ci beta 0.85 n 11 modular ratio LOADING '!'T C i V 1�- WC 150 pcf weight -of concrete qTf Pw 0 =h/2'(tk• Wc)/144 lbs/ftweight of wall at midheight OF CA��F�� Pa . 0.00 ;lb/ft axial service load applied ' Mdl 0 In -kips service load Mil - 82 In kips service load , Ohl' . 0.9 for bending members ' Mn 155 =(1.4'Mdl+1.7'Mll)/phi In kips ' Vdl 0 kips service load Vlf 2.27 , kips service load Vn .4.54'L -(1.7'VII+1.4'Vd1)/.85 , SECTION } d •15.00 in b 12 in 4 reinforcement: 2 bar(s) N 4@ 0.20 in' 2 U /, r i -II ' r - equivalent to 8.0 In oc As 0.40 In'2 /linear foot pmin 0.0050 =200/(fy' 1000) p 0.0022 -As/(d • b) pb 0.0247 =(.85'(f'c/fy))*beta*(87000/(8700041000'fy)) balanced condition , 0.0188. 0.75'pb max stoat section le 0 over -reinforced: concrete stress governs 1" under-reinforced:'steel stress governs, 0 check - ANALYSIS ! BENDING t T 18.00-(As'fy) . Icr 875.089 =n'As'(d-c)'2+(b'c'3)/3 a 0.78 '-(As'1y)/(.85'fc'b) C 0.92 =a/beta 'delta 0.000 =(5'Mn'h^2)/(48'Ec'Icr) ' Mavall 234 -T'0-0/2)) in- kip . 151% =Mavail/Mn ✓ 1 Mavail>=M 'check 'SHEAR ; vc 0.09 =2'@SORT(f'c'1000)/1000 ksi due to concrete only ` Vconc 18.10=d'b'vc kips 355% =VconcNn (if VconcNn <200%then provide minimum reinforcement) Vaddl -11.58 =Vn-Vconc kips required, (negative value Indicates no requirement) • spacing ve -84,.-(Vaddl•1000)/(b'd) - psi .1 vs<=4'@sgrt(f'c'1000) a 7.5 .=@MIN(24,d/2) " 0 vs>4'@sgk(fc'1000) e A , 3.75 =@MIN(12,d/4) + 'use e 13 In oc Avmin. 0.185 =(50'b's)/(fy'1o00) try 1 number 4 bars @ 0.20 in'2 ` Av 0.2 r Veteel a .=Av'fy'd/s kips 4580A =(Vconc+Vsteel)Nn Structural Calculations 19 -Apr -90 PAGE -1 Griffith & Associates REINFORCED CONCRETE page 1.2.25 i bA 268 y WEBB 1242 unit 226B ' usconc WALL FOOTING ` method: ultimate strength method CONCRETE h ,N/A in wall height, Ec 2549.11 =57•@sgrt(1'c•.1000) ' FESS101V Pc 2 ksi tk 6 In fy 40 ksl i PiR �. G - ~� \ beta 0.85 , J n 11 modular ratio cc Q • LOADING N C 30 We . 150 pcf weight of concrete PW 0 =h/2•(tk•Wc)/144 lbs/ft weight ofwall ofmidheight Pa 0.00 ' Ib/ft axial service load applied J'T 'C/ V o, �rF Mdl 0 in -kips -service load OF MII 123 In kips'service load CQItF�P� phi 0.9 for bending members Mn 233=(1.4•Mdl+1.7'Mll)/phi in kips Vdl 0 kips service load - VII 2.12 kips service load Vn 4.24-(1.7•VII+1.4•Vdl)/.85 t' SECTION - d 15.00 in R.. b ..12 In reinforcement: 2 'bar(s) #4 -2 Z Cly � • - @. 0.20 In l��' 1 I r equivalent to 6.0 in cc As 0.40 in" 2 /linear foot , pmin 0.0050 =200/(fy'1000) p 0.0022 gAs/(d•b) pb 0.0247=(.85:(1'c/fy))•beta*(87000/(87000+1000•fy)) balanced condition 0.0186 015•pb max stool section Is 0 over -reinforced: concrete stress governs " 1 under -reinforced: steel stress governs 0 check ; ANALYSIS BENDING T 16.00 =(Aa'fy) Icr •.875:089=n'As?(d-c)^2+(b'c'3)/3 a 0.78 . =(As!fy)/(.tS5"(c•b) c 0.92 =a/beta delta 0.000 .=(5'Mn•h^2)/(48•Ec•lcr) Mavail 234 =T -(d -(a/2)) In- kip 100% =Mavail/Mn i Mavail>=M check SHEAR vc, 0.09 =2'@SORT(1'c' 1000)/1000 ksi due to concrete only . Vconc 16.10 =d•b•vc kips 380% =VconcNn (if VconcNn <200% then provide minimum reinforcement) Vaddl -11.86 =Vn-Vconc kips required (negative value indicates no requirement). spacing vs -66, =(Vaddi•1000)/(b•.d) psi 1 vs<=4'@sgrt(('c'1000) a •7.5 =@MIN(24,d/2) 0 ve>4'@sgrt(f c'1000) s 3.75 =@MIN(12,d/4) �- " use s 13 in cc Avmin 0.195 =(5Vb's)/(fy1000) ' try • 1 number 4 bare @ 0.20 In^2 . AV 0.2 Vsteel 9 - =Avfy•d/s kips 697% =(Vconc+Vsteel)Nn Structural Calculations - y 19 -Apr -90 PAGE -1 Certificate of Compliance: Residential Climate Zone 11 Mandatory Measures Checklist: Residential MF -1R Project Title y f, p NOTE- Lownse residential buiWn sub" to the Standards must condi, these measu esre approach used Items marked with asterisk (•) may be of the compliance Y superseded by mare stringesu eomplianoe requirements listed Building Permit N on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the feanaes toted shall Project Address L� ` t'S . (j 0 be considered by all parties as binding minimum component performance specirw4 iens for the mandatory measures o whether they are shown elsewhere in the documents or on this checklist only. Chetdced By / Date Documentation Author Telephone Fstforcernent Agency Use Only DESCUP ION DESIGNER I ENFORCEMENT BUILDING DATA Glass Area % Qlass North Condition Area � tO �Y Number of Stories � East f• S Slab 'sed Floc Number of Units South S, (i Single Family Detached (SFD) [ ] Addition Alone West J� (I Single Family Attached (SFA) [ ] Existing Building Skylight , [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total 2 BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-VaIue (attic, to garage, cpiaal, eta.) Wall .............. R T I Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. SIab Edge ..... " GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type North ( ) Location (attic, etc.) Duct Output R -Value (Btuh) North ( ) t: Ie6— - '7,A East ( ) East ( ) South Btuh SOU [( ) HOT WATER SYSTEMS Tank Manufacturer/Model # w G VE? meature(se-,\ West ( ) (or approved equal) West ( ) Skylight....... 40_ THERMAL MASS Type/Covering . Area Thickness (slab/exposed, tile, etc.) (SJ) (inches) Loeation/DeSci iption (kitcheru bath etc ) n V AC: J Y J l EMS Minimum Duct Type (furnace, air- Efficiency conditioner, heat pump) (SE, SEER;HSPF) Location (attic, etc.) Duct Output R -Value (Btuh) Manufacturer / Model # (or approved equal) t: Ie6— - '7,A Maximum Furnace Heating Output: Btuh 5v P HOT WATER SYSTEMS Tank Manufacturer/Model # w G VE? meature(se-,\ System Type (storage gas, etc.) Capacity (or approved equal) 0.1 1 GW SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Building Envelope Memures �— ' §2-5352(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 waits R-11 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 meat California Energy Commission (CECT quality standards. Indicate type and form. §2-5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: lnftltration/Exfrlt adon 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 pentmations caulked and scaled 42.5352(e): Special infiltration barrier installed to comply with 42-5351 mom CEC quality standards. 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have a Tight filling. closeable meal or glass door b. Outside au intake with damper and control c' Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measure 42-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 42-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. 42-5316(a): Ducts constructed, installed and insulated per Chapter 10.1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(i): water heater insulation blanket (R-12 or greater) or combined interior*xterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 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 pleasures §2-53520): Lighting - 25 lumens/watt orgreater for general fighting in kitchens aid bathrooms. §2-5314(c): Gas fund appliances equipped with intermittent ignition devices. 42-5314(a): Refrigerators. refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COWLIANCE STATEMO T This certificate of compliance lista dr.. building featum and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chaptclr2. Subchapter 4. Article I of the California Administrative code. This certfcate 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 purdiaser of the building. Designer Name: ruWFtrrtL Address: Tekphonc i lic. 0: (signature) (date) Documentation Author Name: Titk/FWW Address: Building Owner Name: r►tk�,,,c Address: Te e _ (atin021 A- -Ai K . /'/ Ci— ' " (date) Enforcement Agency Name: Ata r. Telerrvwrr- 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories I R -value One Two Three R-0 -103 -49 32 R-19 -8 •i -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 O.C6 -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 Insulation in Flour Single- Single - Number of stories 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 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Flour Controlled Ventilation Crawlspace Single- Number of stories Number of stories 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 4. Slab Edge Insulation 8 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 Crawlspace Single- Slab Floor Number of stories 0.90 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 8 4 -- Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7. 8 6 .3 F2 factor Single- Slab Floor Effective Percent Glans 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 S. Inriltration (Air Leakage) Specification Points Smrtderd 0 6. Glass Heat Loss Total Single- Slab Floor Effective Percent Glans Mass U -value 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 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 3 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 Glass (percent Stan x SC) Effective Single- Slab Floor Effective Percent Glans Mass %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 -23 3 0 -4 a3. Shading (Shade Closed) Single- Slab Floor Effective Percent Glans Mass Family (pereeAt Alas x SC) wit Effective Stories AtUched /CFA - One Two Three %Gnats Norlt Ead South Wed Skylight 18 -14 -48 -69 -64 na 16 -12 d2 -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 15 -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 . nol a& wad 7 8 10 11 9. Interior Thermal Mass Interior - Single- Slab Floor Raised Floor Mass Family Stories wit Mass Stories AtUched /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 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 - Unit Size (sQ Wall Family Family wit Mass Detached. AtUched Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 200 10 11 13 11. Heating System % Glass t Unit Size (sQ x Water SE or HSPF 1-199 121'X; 1700 2200 (assumes ducts In attic) SEER or to 10 to Sum of 14 (assume) ducts I In aide) less 1699 -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 0 10.0 Effective SE or HSPF 3 3 2 (SE or HSPF x duct efficiency) 1 Effective -25 or -24 to -14 b -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -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 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two .+ 3 3 2 2 2' 1 Single -Family Detached and Attached % Glass t Unit Size (sQ x Water 12. Cooling Syst-im I 1-199 121'X; 1700 2200 2700 SEER or to 10 to or (assume) ducts I In aide) less 1699 2199 Stm of 7-10 more SG None 0 -25 or -24 to .14 to -4 b +6 to 16 or SEER less -15 I -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 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -3 -2 Effective SEER -2 0.6 Solar (SEER x duct efficiency) 5 4 3 Sim of 7-10 2.1 POU 3 Effective-25or -24 to -14lo -410 +61D 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 3 4 6.6 -5 -4 -4 -3 -2 -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 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two .+ 3 3 2 2 2' 1 Single -Family Detached and Attached Interior Mass/CFA t TYPE 2 PASS % Glass SC Eff. % Glass Unit Size (sQ x Water b. East 1-199 121'X; 1700 2200 2700 Heater (:(edit or to 10 to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 10% POU 8 5. 4 3 3 SE None -37 -24 -18 -15 -12 00% Solar -1 -1 .1 0 0 0.2 HWR -18 -12 -9 -7 -6 1.7 WSB -25 -16 -12 -10 -8 3.2 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 2.7 1 1 1. IE None -28 _2 _ -19 " .14 -11 -9 S Solar 8 5 4 3 3 1 POU -10 -6 -5 -4 -3 24 Mutt( -Family (individual units) 33 3.5 3.7 3.9 Unit Size (sQ 4.3 Water 4.8 699 700 1200 1700 2200 Heater Credit or b t0 t0 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`, 24 WSB 9 4 3 2 2` 3.8 POU 9 5 3 2 2. SE None -45 -23 -15 11 -9 1.3 Solar 2 1 1 0 0 27 HWR -23 -12 -8 -6 -5 42 WSB -25 -13 .8 3 -5 S.7 _PQU _23 =12=8_ 0.9 __-6 -5 IG None -8 -4 -3 .2 ; -2 " 3 Solar 6- 3 2 1 1 4.5 POU 1_ _0 - 0 0 0 IE None 30 15 10 8 - _-6 1.9 Solar 18 9 6 4 4 3.3 POU -8 . -4 .3 -2 -2 Interior Mass/CFA t TYPE 2 PASS % Glass SC Eff. % Glass a. North x • 1 . b. East x =qq C. South X = d. West x ••, ~^ • t ! A � } �' e. Skylight x _ i 11. Heating,System c:1� X -3 _ �_ ZonalbConti t?j('Y /, N) W. SE or'HS F Duct Efficiency [0.781 ..p tW 2Nc-..21 Ie.Lbl c.cp +<`, .•� • '� - r f � / 12. Cooling System [0.7716.61 x� _ Zonal Control?,'( Y / N) SEER 19.51 Duct Efficiency 10.741 Effective SEER 17.031 a TYPE 1 MASS tt1INC a 4.2, ie: exposed slab) Credit [none] 0% 5% 10% 15% 20% 25% 30% 3S% 40% 45% 50% 55% 60% 659. 70% 75% 00% 859. 90% 95% 100% 105% 110% 115% 120% 125•. 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 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 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.0 2 2.2 24 27 29 3.1 33 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 317% 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 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 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 5.5 5.7 5.9 5 W. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.0 4 42 4.4 4.6 4.8 5.1 5.3 5.5 S.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.S 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 S.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 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 S 5.2 5.4 5.6 5.9 6.1 63 1 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 1 70% 1.2 1.41.6 1.6 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.9 S 5.2 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.0 21 23 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 8091. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.0 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 4.8 S 52 S4 5.6 5.9 6.1 63 6S 67 90% 1.5 1.7 2 2.2 24 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 6668 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 4.8 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 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 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 56 5.8 6 6.2 6.4 66 68 7 1109. 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 2.62.8 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 72 120% 2 2.3 2.5 2.1 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 59 6 6.2 6.5 6.7 6.9 7.1 73 125% 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) Measures 30 or R -value [38] U -value [0.030] --B 1- Or R -value [ I1] U -value [0.098] Or R-value[19 U -value [0.037] or R -value [0] F2 factor [0.77) Type [double] U -value [0.65) 90 Total Glass [ 16) Point Scores -a �r- 0 Sum 1-6 % Glass SC Eff. % Glass a. North x 7 _ 3.7-� b. East • 5 x c. South S. x d. Westx e. Skylight � x ✓' _� 8. Shading (Shade Closed) 9. Interior Thermal Mass % Glass SC Eff. % Glass a. North x • 1 . b. East x =qq C. South X = d. West x ••, ~^ • t ! A � } �' e. Skylight x _ 9. Interior Thermal Mass TYPE 1 MASS AREA = $ �.-7-/ • Interior Mlas/CFA COND. FLOOR AREA • 10. Eiderlor,Wall Mass TYPE 2 MASS AREA = ••, ~^ • t ! A � } �' Exterior Wall Mass ND. L R AREA i 11. Heating,System c:1� X -3 _ �_ ZonalbConti t?j('Y /, N) W. SE or'HS F Duct Efficiency [0.781 Effective SE or +<`, .•� • '� - r f � / 12. Cooling System [0.7716.61 x� HSPF 10.56/5.151 _ Zonal Control?,'( Y / N) SEER 19.51 Duct Efficiency 10.741 Effective SEER 17.031 13. Water Heating S� Type (SGl Credit [none] Sum 7-1 f ��• &&1&%;4LC Vt %,umpttance: residential Climate Zone 11 Project Title Bu t8 d f was- Qv j' ilding Permit M Project Address Checked By /By /Date Docu�entatlon Author Telephone Enforcement Agency Use Only BUILDING DATA Glass Area % Glass Condition r Area f �5 Number of Stories North East Sla sed Floor Number of .Units �_ South amily Detached (SFD) [ ] Addition -Alone West 44 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight D D [ ]Multi -Family ( [ l Existing -Plus -Addition Total T� BUILDING SHELL INSULA716N. Component Insulation Locatiinn/Comme;xts Type R -Value(AWC, to saange_rTicld. etc.j Wall .............. , WaU .............. Roof ............. Roof ............. Floor ............. M Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Orientation (sf) (single, double) Overhang Framing Type (yoller blind. etc.) (shadescreen, etc) (Yesftio) (metaliwood) North North ( ) East ( ) — East ( ) South ( )_ South ( ) West West ( ) Skylight ....... THERMAL MASS Type/Covering Area Thickness - - (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen. bath etc.) t HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 3-33 ' Maximum Furnace Heating Output: Btuh ; w% HOT WATER SYSTEMS a,ry; ` �`�N'' Tank Manufacturer/Model #,gk ��� _System Type (storage gas• etc.) Capacity (or approved equal) Special Feature(s),°,_ G VN 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 measure regardless of the tomQliance approach used. Items madded with an asterisk M may be superseded by more stringent compliance requirements listed on the Certificate of Compliance Wben this checklist is incorporated into the permit documents. the features noted shall be considered by all panics as binding minimum component performance specifications for the whether they are shown elsewhere in the documents or on this checklist only. may measures DFSCR1PnON DESIGNER FNFORCEmExT Building Envelope Measures • §2.5352(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). 12.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pemtlinch. 62-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Esfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit au leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and seals 62.5352(e): Special infiltration barrier installed to comply with 12-5351 meeuCECgtaliry standards §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 System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach cakulations. §2-5352(h) and 2-5315: Setback drcrrrroara! on 311 applicable heating systems. 02.5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-53I6(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior. insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate rerun 6t recirculating piping. §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. Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumenywmt 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, freezes and fluorescent tamp ballasts citified by the CEC. Indicate make and model number. COMPLIANCE STATENM T This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. C'lhaptex Z Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design respcnsibitity 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 Names r,tWFura Name: Address: riiticlFirm: Address: Telephone: Lic. M: (signature) . (date) Documentation Author Name: ,rtWFirm. Address: Tckphone: Vsna&!;. (dart) Enforcement Agency Name: Atertry: Telephone: 1. Ceiling Insulation Detached Attached Family 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 -76 0.50 0.501 -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 0.04 -1 2. Wall Insulation 0 -20 Single- Single - 2 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 0.40 ' -95 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 -4 0.04 -1 3. Raised Floor Insulation 0 -20 Insulation in Floor 4 2 Number of stories 28 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 5. Infiltration fAir Leakage) Specification Points Standard 0 6. Glass Heat Loss Total U -value 1 4 1 U -value ---.0.60 . -144 -70 -46 .51 to 0.50 -120 -58 38 Double 0.40 ' -95 -46 30 50 0.30 -69 -34 -22 -10 0.20 -43 -21 -14 -26 0.10 -17 .8 -5 -75 0.08 -11 -6 -4 10 0.06 -6 .3 -2 -4 0.04 -1 0 • 0 -20 0.02 4 2 1 28 0.00 10 5 3 5 Controlled Ventilation Crawlspace 27 -52 -17 Number of stories -2 6 R -value One Two.. Three -8 R-0 .. -11 ..-7 -5 -46 R-5 -4 -4 3 14 R-11 -2 .2 .2 f l R-19 • .1 A: 2 2 .• ::j 4. Slab Edge Insulation 2 8 --' - - " 22 Numberof Stories -9 3 R -value One Two Three s R-0 0 0 0 15 R-5 8 5 2 5 R-7 8 6 3 i F2 factor 6 11 16 r '0.90 -4 3 -1 12 0.80 -1 -1 0 3 0.70 2 2 1 -20 0.60 6 4 2 17 0.50 9 6 3 10 0.40 12 8 4 5. Infiltration fAir Leakage) Specification Points Standard 0 6. Glass Heat Loss Total 5 1 4 1 U -value 16 Percent 2 5 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 .5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) ---Ef "ItIve Percent Glass (PDXVat Stan x SC) Effective %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 10 11 13 14 14 8.5 7 IB. Shading (Shade Closed) 14 15 Effective Permit Glass Effective -25 or Exterior (Percent blast x SC) +6 to Effective Wall Family Family Mutt Mass Detached Attached %Glass North Etat South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 ' na 14 -10 35 -50 -46 na 12 -8 -29 -40 37 na it. -7 -26 -36 -33 na 10 -6 .23 31 -29 .74 9 -5 -20 -27 -25 35 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 .2 -9 -11 -10 -30 4 -1 -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 -30 na 3.41 45 -39 -34 -29 -24 -18 9. Interior Thermal Mass 0 0.2 Interior Slab Floor Raised Floor Mass Stories Stories 1.5 /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 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 Effective -25 or Exterior Single- . Single - +6 to 16 or Wall Family Family Mutt Mass Detached Attached Family 0.00 0 0 0 i 0.20 3 2 1 -12 0.40 5 4 3 -4 ; 0.60 8 6 4 3 0.80 10 8 5 0 1.00 13 10 7 0 1.20 13 12 8 5 1.40 12 13 9 16 1.60 10 13 11 5 1.80 10 12 12 13 200 10 11 _ 13 I 11. Heating System 15 12 8 SE or HSPF 30 26 22 - (assumes ducts In attic) 14 9 13.0 Sum of 1-6 29 24 20 15 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 2 Effective SE or HSPF Single -Family Detached and Attached (SE or HSPF x duct efficiency) 5.4 Effective -25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -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 POU System Type 4 3 3 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 _. 12. Cooling Syst,!m 0 0.2 0.4 0.6 0.8 SEER 1.3 1.5 1.7 1.9 (assumei ducts to attic) 2.3 2.5. 2.7 2.9 Sim of 7-10 3.4 3.6 3.8 4 -25 or -24 to 44 to -4 to +6 to 16 or SEER lest •15 : -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 i 24 26 Effective SEER 3 3.2 3.5 3.7 (SEER xduct eMclency) 4.1 4.3 4.5 Sim of 7-10 4.9 5.1 5.3 Effective -25 or -24 to -1410 -410 +6 to 16 or SEER lest -15 -6 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 ' 6.0 -12 -11, -9 -7 -6 -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 3.9 Zonal Control Adjustment 4.5 4.7 10 8 7 6 4 3 6 No Cooling System Installed 1 -Stories 1.4 1.7 1.9 21 2.3 One -5 -4 -4 3 -2 -2 Two + 3 3 :. 2 2 2 1 Single -Family Detached and Attached 5.2 5.4 e Unit Size (sQ 5.9 Water 63 1199 '1200 1700 2200 2700 Heater Credit or 11 10 to to or Type, Type less' 11699 2199 2699 more SG None 0 i i 0 0.. 0 0 or Solar 12 " 8 6 5 4 HP -HWR 8 5 4 3 3 2.5 WSB 5 3 3 2 2 3.7 POU 8_ 5 4 3 3 SE None 37 -24 -18 -15 .12 - Solar -1 -1 -1 0 0 1.0 HWR -18 .12 -9 -7 -6 3.2 WSB -25 -16 -12 -10 -8 _ POU 18 _12 -9 -7 -6 IG None ''5 -3 -2 -2 -2 to Solar 7 . 5 4 3 2 26 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 5.1 Solar 8 5 4 3 3 64 POU -10 , -6 -5 _4 .3 2.1 MuIU-Family (Individual units) 2.7 2.9 3.1 e Unit size (6 3.5 3.8 Water 4.2 699 , 700 1200 i 70o 2200 Heater Credit or to to to or Type Type less ,1199 1699 2199 mors SG None 0 0 0 0 0 1 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 5.9 WSB 9 4 3 2- 2 1.6 POU 9 5 3 2 2 SE None -45 -23 -15 .11 -9 4.1 Solar 2 1 1 0 0 5.4 HWR '-23' -12 -8 .6 -5 6.7 WSB -25 -13 -8 -6 .5 2.3 eQU_- 23. -12 -8 76 .5 IG None 4 -4 .3 -2 --2 - Solar 6.; 3 2 1• i 1 6.1 POU_ 1 0 ;.0_ 0 0 VIE None 30 . -15 -10 _. -8 4 3 Solar -118 9. 6 4 4 4.3 POU -8 • - -4 .3 -2 -2 Interior Mass/CFA t TYPE 2 N..S 1t.2•u1Ma .•b) etod :..21.21 t TYPE I MASS WIMC 4.2• le: exposed slab) 1 0% 5% toY. 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 66t 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125• OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5. 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3' 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.1 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 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 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 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 WY. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 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% 1 1.2 1.4 1.7 1.9 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 1.1 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.6 2 2.2 2.5 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.0 21 2.3 25 27 3 3.2 9.4 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 WY. to 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 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 65% 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 4.8 5 52 54 5.6 5.9 6.1 63 6S 67 WY.' 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 5.1 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 4.8 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 53 5.7 5.9 6.1 6.3 6.5 6.7 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 8 6.2 6.4 6.6 68 7 1101/. 1.9 2.1 2.3 2.5 21 29 9.1 3.3 3.8 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 3.8 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 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 5 5.2 5.4 5.6 56 6 6.2 6.5 6.7 6.9 7.1. 7.3 125% 21 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 Measures 1. Ceiling Insulation _P 0 or R -value [38] U -value [0.030] 2. Wall Insulationor R -value 11] U -value [0.098] 3. Raised Floor Insulation or R -v ue 1191 U -value [0.037] 4. Slab Edge Insulation 5. 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 or R -value [0] F2 factor [0.77] Standard Type [double] U -value [0.65] % Total Glass -[161 % Glass SC Eff. % Glass �. X 77 /• X = �• 6 a. X =_ 110-- X = D % Glass SC Eff. % Glass 7•T X 4� X X ^ TYPE 1 MASS AREA _ $ Interior M'nas/CFA COND. FLOOR AREA TYPE 2 MASS AREA $ Exterior Wall Mass ND. L OR AREA &•4 X =_ 6V% SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] / HSPF [0.56115.15] •�f� X _ & SEER [9S] Duct Efficiency [0.74] Effxtive SEER [7.03] Type [SG] Credit [none] Point Scores -a O 0 0 Sum 1-6 0 D Sum 7.10 fA