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HomeMy WebLinkAbout069-540-00369-54-03 860-90B_,P,EM PAGE, Mark & Laur,ie 407 Hillcrest Dr, Or6vi11_e Contr;. Better Builders' (new single family) 11 r I S 411 RESIDENTIAL 69-54-03- —860--90B,'P,E-,M PAGE, Mark & Laurie 407 Hillcrest Dr, Oroville Contr: Better Builders `(new single family) A& *I * yllr s. OFFICE COPY Address J. Date — y ELECTRIC Date —q-Z-3—lz A, Meter By JOB FINALE Signature J=OK O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance i MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1,., Date Card B-1 Date Card B-1 2. Soils; Compaction -Structure Stability i MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric , 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Pane Iboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .4=OK o=-Vt OK Not Applicable RESIDENTIAL (E = Not Ready Date UND FLOOR (Plans) OK except #'s' ,.zonin ;7setbac ks- Ease menlsf lood-Slope g. ain; Soils-Elec. nd.-/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft ., Porches & Decks; Soils -Steel-/ /Ftg. Depth heilpm-walls, Main; Steel-Blockouts-Wrapped Stemwans, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 'j-2 T i 7. Sla ; Sfeel-Wrapped C7 iers-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 Card B Date Card B-1 Date' -J. 7 -9d Card Wdf,%N, (? Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle r Pipe; Test & Anchor -Nail Protection Is,_".V.• Temehtings & Anchor -Nail Protection 1 r Pan; Test, First Floor -Tub Access 20e-717eit Tub & Shower, Second Floor -Tub Access s Pipe; Size & Anchors Date Card B-15 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection ec. R ceptaclesSpacing-Lights & Switches at Doors 4. ' e Boxes & No. of Conductors -Stapled omex nstalled Close to Edge of Studs & C.J. yyip. Ground made up w/Mech. Fastner -Bond Gas & Water 2•Appliance Circuts in Kitchen & Conductor ze/GF_ I u eed Wire ize / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI- ange Circ. /Y ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector DateJcf Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL Permit OK except #'s C. is Insulation & Support 3&. -'Tent Fan; Exhaust above insulation i ensate Drain & Overflow; Size & Grade 3P,..�n' a U-4ent; Access -Comb. Air -Return Air Vent -115 outlet 3&_4ttto Access & Platform if Furnance in Attic Date S4 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s ,is, Proper Material & Anchors 4 ails Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing top in Walls (rat proof) 4 . ops; Furred Ceilings -Stairs -Chases -Tub 49?4eaders & Beam -Size & Bearing Ingle & Duplex) Date FRAMING (Continued) 45. Hanger�-Fost Caps -Anchors -Connectors 4%.�-Mg. Joist-Rftr. ties-Purlin—root Brac-Truss-Sfithng.-Ring. r Type A Flue -Fireplace Throat clearance 8. -cess• Size & Romex Protection -Draft Stop -Ins. Baffles 4 in ows or Exiting Doors -Sill Hgt. & Dimensions we,aa'rage Fire Protection Framing 5.1.-Wep a irewall & Openings oors-One 3' -Check -Garage -3rd Story, 2 Exits (y_Sle 9',-Width-Headroom-Rise-Run-Lagding-Fire Protection Pring-Na, 070on Roof Overhang -Attic Vents -Rafter Outriggers ling Ve cco Mesh -Drip Screed -Fd. Vents-U,nderflr. Access 54Q-49lazhTq A ea -Glass Protection -Skylights -Plastic .ear Walls; Nailing -Bolts nsul tion -Walls -Ceilings U11111"I'tration-Walls-Windows Date LM L JV/rV Card B-1 A� Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL(Plans) OK except #'s & Sidelight SAseke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garaqe; Above Floor-Ducts-Mech. Protection room Exiting i'& Bath Fixtures & Tub & Subpanel; Breaker Sizes & Labels ace or Stove; Clearances -Hearth Outlets at Wood Panel; Int. & Ext. LiA'Kit.F,ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance LQtZI2. Outlets & Receptacles at Kit. Counter Gar a Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper UerTMr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection Alec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 sul tion -Foam -Looked in Attic 4Er Yes . uard_Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage -Earth Clearance Looked under Floor 80. Following instld.; Drive 19jes 0 No; Walks, es ❑ No; Planters ❑ Yes o 8 nish .C. nit; Disconn , Elec al, Plumbi ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. a I; Disconnect, Electrical, Plumbing . xterior Elec. Trim; G.F.I. Receptacle -Underground 8 . e ' tion Throughout House Glass Protection 88. Corrections from Previous Inspections est -Meters Tagged; Gas -Electric ff,tjettr & Sewer Connected -_C/0 to Grade -HD Approval . nergy Compliance Certificate -Other Certificates Date B 3 Card B-1 Date Card B-1 Date G Card 13-1 Date Card B-1 Date (! Card B-1 137 Date Card B-1 Comm nts bt Final: (NOTE; An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE :7 c I - i�3 ERMIT 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 '7 &14o Inspector /!'�• COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 t 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 4- d N E R 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, o need additional explanation, please contact this office immediately. Date pp Inspector w Owner Permit No. • ENERGY CERT CATION LOCATION A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL' BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL . MATERIAL fIB RGLASS BRAND NAME QXQRTAINTEED THICKNESS THERMA RES. CEILING at. C.•L�t�oJ Vim-- BATT OR BLANKET TYP AND NAME C TAINTEED THICKNESS Le:M THERMAL.RES. I 30 LOOSE FILLTYPE INSUL—SAFE IIIBRAND NAME_ CERT INTEED. THICKNESS toZ THERMAL RES. 34W FLO.OR,ELEVATED MATERIAL YIBERGLASS BRAND NAMERTAINTEED THICKNESS C Is THERMAL RES. VC FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RES.. WIDTH FOUNDATION WALL MATERIAL. BRAND NAME THICKNESS THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA INSULATION_:NC.. 4530235 FIRM NAME OWNER STATE' CONTR":"*LICENSE NO.. "�s:2-z-9b I hereby certify the above insulation and.all required 'items as shown on the Building Depart..``approved plans and attachments have been installed as required by the Sta-t.e`-:-.of. California Energy.Requirements.. All equipment, devices and materials.are of the quality prescribed or are specifically approved.by.the State of Calif. • �% J —/0- ��C`-°�-5--=------------ FIRM,NAME/OWNER,(PLEASE PRINT).. STATE CONTRACTOR.'S LICENSE NO. AL..CONTRACTOR/OWNER DATE This.certificate must be on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY 1984 ,�»�,,,r�:-.•=^)'•;..,---+.••��..,.'...�"+"da• �+�.�4'.�..z:.--;:}was ..-:s -=i?w �•*,-;,,,�^'",s-PrP""-.�6c-.:::.�i-%�sr COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN 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 Date Inspector X/ r....-Y.......^+r-��.....,�:,=,.--..-.....-.ti-r�,.,..,-�...-�,-'�..-•-.-••---+r-*`�'--^+-^.tri-..�....-�-r: -.r+--.r"+a"+..`^.r+�"Y�-.,�:�.r.i4"` • 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 G -c: OWNER U PERM I T- 90. 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, pleasq contact this office Immediately. (17V i k i— �n S'� d- //,S is`1d rpt, 4 Inspector) I' Date I I 7'Q t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPU ATIA AND PERMIT PERMIT N0. V , ASSESSOR PARCEL NUMBER 69-54-03 ZONING BUILDING PERMIT OWNER MARK AND LAURTE PAGE2128.5 TELEPHONE SQ. FT. OCC. BUILDING VALUATION R 85 140 OWNER'S MAILING ADDRESS 4 Se ur v'1 587.5 M 8,225 CONT CTOR'S NA E TELEPHONE g ZS 259 Cov 2,590 537 0en 2,685 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ $99.640 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 433.00 ARCHITECT OR ENGINEER Nnnp LICENSE NO. Pian Checking Fee $ 216.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 407HIllcrest Dr. Oroville Permit fee $ 674.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1U 2.00 20.00 Solar or heat pump water heater 20.00 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP Kelly Ridge Unit #8 ,Ys Water piping 5.00 5•00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFK3 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00e TYPE OF WORK New[ Addition❑ Remodel❑ Utilities[] Installation[] Other E:1 Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10,00 Main service EA. ADO'L 100 AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code a y license is in full f and effect. 0 �`1 ` License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElMobileo 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 occu OR ADDNS. ( ACC. BLDGS. yz¢Sgft NEW CONSTR ULTI-OUTLET NON.RESID BRANCH CIRC ITS 12.50 ea POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20®60C eALoao \ Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 10.00 Home Facilities 15.00 Misc. H g 15.00 Permit Fee $ 100.40 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. � have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 6.00 Heat Pum - 3T lin Cooling 6.00 Hood 3.00 3.00 Ventilation 3.00 permit Fee $ 28.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against idZCoyin consequ of the granting of this permit. ` X__s�=�11 Date)� / v 4 Signature of Applicant - Owner ❑ Contractor ❑ Agent 2___- An OSHA permit is required for excavations over 5'0" deep a d li 'o r construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 ST PE CO�( TOTAL FEE $ 892.90 HAZ CUA PARK ,� SC FLO AI// PAR PD HD I$s This permit is hereby issued under Bions of the Butte County Code and/or work indicated above for which fees DIREC OR OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. S` © WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GO NROD-AP C kk:l:`"Rrn'stn...srwj'r-'n^+r.a.`r7'•R('Y..'.F�+.r+i1i'Pt.di7A'i�i-►^P�lw...f+,sa wa �tt\.jt.;l..�rrx t f7`""STiI"i7 S ci�y�fii`t„�,�,Y'r7rr•'�' "t:'' ;C y. ,yam^v :�y � , _ .....-i.-^�•+. ;': r COUNTY OF BUTTE - DEPARTM N! OF'PUBLIC WORKS - BUILDING DIVISION k 7 COUNTY CENTER DRIVE - ORQVILLE, CALIFORNIA 95965 -TELEPHONE: 916/538-7541 ,`✓//// M�' t x PERMIT APPLICATION DATA SHEET �-�-- '` Permit No. OWNER 0— A. P. No. Proposed Building Use �. Building Inspector Date At time of permit application, I was advised the e following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . 'Y 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 ......... O�.talement of Intent for Non -Heated and AC Buildings .............. ineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid 13. f_,�_�A ✓� School District fees paid .............. �4. Sanitation approval from Health Department PP P 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of ,.i (see City for other requirements) - 17. Planning approval for (A) Use: (B) Parking: ...... i 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... — — 25. Letter of signature authorization ................................... 26. 27. ` When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone h Liand hold for pickup at office. Deliver w/inspector. Other Applicant vZZ Date / Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prio t r it issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: q oactoir,' ntrac designer, owner, was advised of above required data by phone�nail_counter b ^ .date ` ntrdesigner, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by e" Date 4A1y0(OPlans approved by C Date lSets of plans on hold in l . 6a_jrje� AP folder Opt / C,019eq Is- Copy—DPW f� TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance �e tem /3� , /lam '�6 7 Ae 00 - owner location AP # Driveway permit L 0 0 Z r%6 —z57 has-been issued for the above property. _ A� RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) .Bldg. Permit # � —� OWNER A.P. # log 5 `F- GENERAL Zoning requirements: (sideyards Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. 6. Items on data sheet. PLOT PLAN and number of permitted living units). Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. FT.nnR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 1205). L 1 5/89 Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and Smoke detectors (Sec. 1210). clearance. CTURAL DETAILS �E _c Herr- (��e K �'� PAS FOP- Foundation 02Foundation plan complete enough to construct building. o,or-- Lo 04N 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 Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). • Guardrail details (Sec. 1711 & 3306(j)). • Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN -CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) '4. Exterior plaster - weep screeds (Sec. 4706). ,5' Proper roof pitch for roof covering (Chapter 32).- ,6-.— Roof covering type - (fire hazard). �„sTsT�!Rafter ties or bearing ridge beam. iZ Garage door or porch header sizes. ,9! Adequate bracing. Living area over garage - complete 1 -hour separation required on including supporting walls and posts, etc. 1: Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 12. Attic access and ventilation (Sec. 3205). 15'.- Underfloor access and ventilation (Sec. 2516). 14' -Combustion air for fuel burning appliances. ]f: Noise requirements on duplexes. � Adobe soils - special foundation design. y Retaining walls requiring design. garag� side 1716). 1-8 Unusual shape, size, or split level house requiring lateral design. J -9 --Flashing at all exterior openings. �� c +tc_A` D ter: P�(�� , � � s� -z� TTt+E7 c v ppr) TO: Building Department FROM: Encroachment Permit Section - RE: Driveway Clearance own location AP # Driveway permit has been issued for the above property. date Si ature ~� -^ � . . � . , . � STRUCTURAL CALCULATIONS FOR TYPICAL RESIDENTIAL GARAGE FOUNDATIONS BETTER BUILDERS CONSTRUCTION ' 5263 ROYAL OAKS DRIVE OROVILLE. CA 95966 ' . � ' CALCULATIONS ARE IN COMPLIANCE WITH THE 148;,3 -'EDITION OF THE UBC SI8NED____________ ____ DATE FRANK L. TYUKOSL-��CE 32434 ' F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUBJECT: TYPICAL RESIDENTIAL GARAGE FOUNDATIONS BY: FLT . DATE: 5/89 JOB NO.: 9639 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROV I LLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 13 GARAGE STUD WALLS & ROOF (FLOOR) ARE SUPPORTED BY CONC. RETAINING - BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE UBC /��P� _ solo,` I j -S SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/1 MAX. LL = .016 x 17 + .010 % (17-3) + .010 % 17 + .005 x 8 + .050 x 6 = .92 k/1 LOADING PER ABOVE IS CRITICAL FOP: BOTH — BEARING ( INCLUDES DL+LL ) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADDL' WALL DL + FLOOR DL+LL SURCHARGE OF 2000# i## WHEEL. LOAD @ APPROX . 3' FROM WALL — .0/6.`'.:: = .056 KSF -- 1' SURi_H. CALCIS PROVIDED FOR: 6" THICK: 8" THICK: MATERIALS: A. 41-0" HIGH — SHEETS 2 & 3 B. 6'-0" HIGH — SHEETS 4 & 5 C. 0-0" HIGH — SHEETS 6 & 7 D. BF -0" HIGH — SHEETS 8 &< 9 E. 10'-0" HIGH — SHEETS ick & 11 CONSTRUCTION DETAILS — SHEETS 12 & 13 CONCRETE — ULTIMATE COMPRESS. STRENGTH — f 9 = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIFE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 I 'SF, ALLOWABLE_ LATERAL BRG. PRESSURE — 200 PSF ^ ` ' � � � PROJECT JOB NO. DATE : BETTER BUILDERS CONSTRUCTION : 9639 : 10/1989 CALCIS BY : FLT SUBJECTv CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z' OF 10 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VE - HORIZONTAL: COMBINED STRESSES &WALL / 0.11 0.92 4 4.67 6 1.46 0.33 0.13 0.20 2.24 0.16 0.108 0.180 0.10 < 1.0 11 , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 12.17 6.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET & OF 13 DESIGN FOOTING — WIDTH — DEPTH TOTAL GRAVITY LOAD — Pv (KIP): 1.52/ INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1522 < 1500 ---- ��/_�� -�' SLIDING RESISTANCE — Fr (KIP): 0.31 > 0.20 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 7.27 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 8.78 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 9639 PARADISE, CA DATE : 10/1989 (916) 872-0254 CALCIS BY : FLT SHEET OF A SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: � -----~------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ' ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - WIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): 0.11 0.92 6 6.67 �~^ 6 1.46 0.67 0.25 ' 0.42 3.39 0.50 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.092 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - nunIZum/*L: #4 e 13 COMBINED STRESSES @ WALL / 0.108 0.180 0.26 < 1.0 PROJECT : BETTER -BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL- BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 13.77 6.00 DESIGN FOOTING — WIDTH — DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.96' INCREASE OF ALLOV SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1468 < 1500 SLIDING RESISTANCE — Fr (KIP): . SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF); ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.56 > 0.42 4 6.21 4 4 14.13 0.029 24 17.05 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 17 OF 13 FLT ENGINEERING PROJECT vBETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 9639 PARADISE, . CA DATE 10/1.989 (916) 872-0254 CALCIS BY :.FLT SHEET 6 OF /3 SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): :'000# WHEEL LOAD 1 YIELD STRENGTH REINF. (fSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES) : COEFFICIENT - a TOTAL EARTH PRESSURE -- Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN' 2) IOI(IN) SIZE & SPA (IN) 0. 208 3.75 #4 @ 11.5 MIN. VERTICAL REINF. - .15 % (IN"2): MIN. HORIZONTAL REINF. - .25 % (IN"2) : DESIGN REINF. _ VERTICAL: #4 @ 10 HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 6 0.11 0.92 8 C' 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0.180. 0.57 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION ' JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERA (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 15.37 13.74 DESIGN FOOTING — WIDTH (INCHES): 20.00 — DEPT TOTAL GRAVITY LOAD — Pv (KIP): 2.51| INCREASE OF ALLOW. SOIL PRESSURE (%): 10.0 ACTUAL SOIL PRESSURE — Q (PSF): 1506 < 1650 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: --------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.01 > 0.72 '4 4.84 4 4 23.28 0.029 24 28.09 ` ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 ` PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT ' SUBJECT: CONCRETE RETAINING - BEARING WALL _-_______________-_______________ ` WALL DESIGN: ' ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------^--------- 0.137 5.69 #5 @ 27;1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - � nuRIZum/ COMBINED STRESSES @ WALL FLT ENGINEERING - 5790 CLARK ROAD PARADISE, CA (016) 872-0254 SHEET -m OF /3 0.11 0.92 � p 8.67 8 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0.240 0.26 < 1.0 ^ ' FLT ENGINEERING PROJECT :,BETTER BUILDERS CONSTRUCTION 57S0 CLARK ROAD JOB NO. : 9639 PARADISE, CA DATE : 10/1989 016) 872-0254 CALCIS BY : FLT SHEETcy OF R FOOTI'd DESI i : DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PGF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 16.97 . - DEPTH (INCHES): 11.06 DESIGN FOOTING - WIDTH (INCHES): 20.00 - DEPTH (INCHES): 18.00 TOTAL GRAVITY LOAD - Pv (KIP): 2.64^ INCREASE OF ALLOW. SOIL PRESSURE (%): 10.0 ACTUAL SOIL PRESSURE - Q (PSF): 1583 < 1650 SLIDING'RESISTANCE - Fr (KIP): 1.05 > 0.72 ' SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL(FEET): 6.11 DESIGN HORIZONTAL SPAN (FEET) 4 . SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED DESIGN AREA OF SLA . ALLOW. TENSILE STRESS LENGTH OF DOWELS (INCHES)i 28.09. � ' ' ' ' � . , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 ` CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. ` FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA . (916) 872-0254 ' SHEET A2 OF �3 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SUR'CHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THESOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------- _____________________________-___ 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERT - HORIZONTAL: COMBINED STRESSES @ WALL ^ 0.11 0.92 10 10.67 8 1.46 1.71 0.61 1.10 5.69 2.17 0.144 0.240 0.47 < 1.0 PROJECT JOB NO. DATE :.BETTER BUILDERS CONSTRUCTION : 9639 : 10/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DE � ITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): .— DEPTH (INCHES): 100 150 1500 0.35 0 1500 18.97 21.47 DESIGN FOOTING — WIDTH — DEPTH (INCHES): 24.00 TOTAL GRAVITY LOAD — Pv (KIP): 3.34 INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE — Q (PSF): 1671 < 1800 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET}: DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.65 > 1.10 4 5.00 � 4 4 34.71 0.029 24 41.89 ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (9161 872-0254 SHEET '// OF 13 PERMIT N0: 27-90 Lake Oroville Area Public Utility. District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must,be submitted to the.Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: March 27, 1990 Applicant: Mark & Laurie Page (Better Rui 1 tiers 'Const -r-) Applicant Address: 4 Segura Drive, Oroville, CA 95966 Applicant Phone No.: 589-2574 Property Location (s): 407 Hillcrest Drive Kelly Ridge Estates - Unit 8 - Lot 3 A. P. No. (s): 69-54-03 Fees due: All fees due - Application for service approved: �- 1147 LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: r* ` -. ,.- �-.- .. .T,..., �' .r.r-....--.��,,.�.,..^✓ .-�r^•,. -a.r-..�.rn.�r'_:'Y�awv�....--r,r•.'^�+„^M+"-'""'moi^7+.+'T4'ry'*'7�^.�. .. .r �.-^..-.._. .;, . a:V BUTTE COUNTY SCHOOLS D9 EJpQFMENT FEE CERTIFICATION FORM (One Form" per Building,) A.P. Number f Building Department No. School District t, Yn PIC -AO' City a County Jurisdiction Property Owner mit rk, P0. a 0 . e Project Location/Address J -ho �y Al I W� f � � /Jr w Subdivision Lot Number Residential Development: � a # of Living MHI Units Commercial/Industrial: Sq. Footage Addition (Group R) Sq: Footage NewAddition (Including Exterior Roofed Areas) L /,! '?6 (Floor Plans reviewed by School District Personnel) District Id No. School District certifies' that (Applicant cVame) (Phone Number) (Street Address) (City)- (State) (Zip Code)' has complied with the requirements of. Resolution No by the payment of $0192, 7�_ representing�,2/o1�, square feet. 'School District Repfesentative Date PAID BY CHECK NO. � BANK NO REMARKS: PAID BY CASH white applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Re�turrn Eto� D�l Y- '�' A'R CULTURAL STATEMENT OF ACKNOWLEDGEMENT O .2 FOR RESIDENTIAL DEVELOPMENT 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 to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: bate: q0 State of �_f�` ) On this SS. me, the County of ) , A .,.n 90-01,3022 Recorded - Official Records County of Butte Candace J. Grubbs Recorder Rec Fee_; Check 2:04pm 2 -Apr -90 BG PROPERTY OWNERSq 5: 00 5.00 1 " the 301-4 day of IMA -P -C - f" , 19q(), before undersigned Notary Public, personally appeared. Personally known to me. Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) J.- su ibed to DANIEL F. HUNT g ®the within instrument and acknowledged hat NOTARY PUBLIC -CALIFORNIA mexecuted the same for the ur ses th r in n a' e . 93 e.. Butte County !3 P Iff,GI MYco�►++ssionExpiresOct.1,tsso 'DIN WITNESS WHEREOF, I hereun o set m h nd n o f71al seal. Present A.P. No. Notary Public END OF DOCUMENT Certificate of Compliance: Residential Tide BUII..DING DATA Conditioned Floor Area 2�28'� Number of Stories Slab/Raised Floor Number of ,Units ofILSingle Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ l Existing Building [ J Multi -Family (MF) [ ] Existing -Plus -Addition Climate Zone 11 der Building Permit N ,hcK Checked By / Date Enforcement Agency Use Only Glass Area % Glass North I'lly Fast 72 South 92 West 231 C Skylight _Q_ Total _ 3G, 15.s BUILDING SHELL INSULATION-'. Component Insulation Locanoruromments Type R -Value (am:a, .ca garage, c2il:4 etc.) Wall .............. 9!Xr• WA&L S Roof ............. Roof ............. Floor ............. KA*k%&Q PLasPAL - . Floor ............. : Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior North L North 42_ East ( East South (� _ Sou th West ( ) (✓j 23I West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness Now e-. HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Overhang Framing Type Duct Output Manufacturer/ Model # Maximum Furnace Heating Output: - Btuh HOT WATER SYSTEMS _ Tank Manufacturer/Model # System Type (storage gas. etc) Capacity (or approved equal) Special Features) Y r 4T pi p wA ,e hmof I..: SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 1 Mandatory Measures Checklist: Residential "-' -' - MF-lR -�- NOTE: Lowrise residential buildings subject to the Standards must contain these measures mgwdkss of the compliance approach used Items marked with an asterisk (•) may be superseded by more stringent cca pliatmca -equuements fisted on the Certificate of Compliance. Whum this checklist is incorporated into the permit docurnertts, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b} Loose fill insulation manufacturer's labeled R -Values §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does nes apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rare no greater Man 2.0 perrnfutch. 62-5311: Insulation specified or installed moots Califomia Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Tones 14 and 16 only. §2-5317: Infdtration/Exfiltration Controls : a. Doors and windows between conditioned and unconditioned spaces' designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and scale §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. 12-5352(dy Installation of Fireplaces I. Masonry and factory -built rueplaces have: L 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 calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable healing systems. • §2-5316(ay Ducts constructed, installed and insulated per Chapter 10. 1976 UMC. 12-5316(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(1): Water heater insulation blanket (R-12 or greater) or combined interiorkxtcrior insulation (R-16 or greater). fuer 5 feu of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return d 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 inict. Lighting and Appliance Measures ' 02-5352(1): Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms. 42-5314(c): Gas fired appliances equipped with intermittent ignition devices. - §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Cllaptex 2. Subchapter 4. Article 1 of the California Administrative code. This outificate 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 my subsequent purdriaser of the building. Designer Building Owner - Name: Nam= TitkJFurrt: TitkJFum: - �_ ".... `��• , Address: Address: Telephone Telephone: Lie. N (signature) (date) - (signature) (da(e) - l Documentation Author Enforcement Agency Nairne: Natter. Tttle/Ftmm: Ageitcyi c Address: Tckphottc • ,_ ' I. -Ceiling Insulation 3. Raised Floor Insulation Stab Floor . j - # Number of stories Insulation in Fioor R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value -90 R-30 3 1 0.1 -176 -84 -54 0.3 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation . 0.06 -6 -3 -2 Single- Single - -1 0 0 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 8 _ 15 22 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 Controlled Ventilation Crawispace 3. Raised Floor Insulation Stab Floor . j - # _ Insulation in Fioor One ? Three Number of stories -11 .. t R -value One Two Three i R-0 -17 -8 -5 -2 R-11 3-2 1 -2 R-19 0 0 0 -90 R-30 3 1 1 • -- - U -value Number of Stories -75 -----0.60 . 444 -70 -46 Three 0.50 -120 58 38 is 0.40 -95 -46 •30 =. 0.30 -69 -34 -22 ' 0.20 -43 -21 -14 28 0.10 -17 -8 -5 .. ; 0.08 -11 -6 -4 0 . 0.06 -6 -3 -2 1 0.04 -1 0 0 2 0.02 4 2 1 3 0.00 10 5 3 Controlled Ventilation Crawispace Single- Stab Floor . Number of stories Raised Floor 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 s 4. Slab Edge Insulation 40 -90 37 -26 -14 • -- - 8 Number of Stories -75 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 i F2 factor 5 12 28 i X0.90 -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. Infiltration (Air Leakage) Specification Points Standard . 0 6. Glass Heat Loss Total Single- Stab Floor . Effective Percent Glass Raised Floor U -value (percent clan x SC) Percent Effectim (percent glass x SC) .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) Single- Stab Floor . Effective Percent Glass Raised Floor Ef cedve Percent Glass (percent clan x SC) Stories Effectim (percent glass x SC) Stories Effective /CFA One - - %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na_` 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -2 -1 -9 IB. Shading (Shade Closed) Single- Stab Floor . Effective Percent Glass Raised Floor Mass (percent clan x SC) Stories Effectim Detached Stories Family /CFA One Gleu --18 North East South West Mftt -5 -14 -48 -69 -64 -nd 16' -12 -42 39 -55 na 14 -10 35 -50 -46 na 12. -8 -29 40 37 na 1.1 -7 -26 36 33 na . 10 -6 -23 31 .-29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56'- 56 -7 7 -4 -14 -19 -18 -47 6 .3 -11 -15 -1438 5 5' -2 -9 -11 -10 -30 4 -1 -6 3 -7 -23 3 0 -4 -5 -4 -16 2 1 .1 -2 -1 -9 1 1 1 11 ..i 10 -4 0' 2 3 .4 3 0 .ee - nm an -MA 3 7 8 10 9. Interior Thermal Mass Interior Single- Stab Floor . Sum of 1-6 Raised Floor Mass Family Stories Mass Detached Stories Family /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1-6 Wal Family Family Multi Mass Detached Attached 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 If. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assume: ducts In attic) Stm of 7-10 -25 or -24 to 44 to -4 to Sum of 1-6 16 or SEER less -15 -6 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 :6.88 3 3 3 2 2 1 0.80 -7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 .,20 18 15 13 11 8 17 . , 14 12 Effective SE or HSPF 6 1 (SE or HSPF x duct efficiency) 3 Effective -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2-75 -73 -64 -56 47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 .5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 • 37 32 . 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assume: ducts In attic) Stm of 7-10 Zonal Control Adjustment j 10 8 7 6 4 3 . No Cooling System Installed '--.Stories -25 or -24 to 44 to -4 to ♦6 to 16 or SEER less -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 =- 120 15 13 11 9 7 5 _13.0 20 17 . , 14 12 9 6 1 WSB Effective SEER 3 3 2 (SEER xduct efficiency) POU 8 5_ Sent of 7-10 3 3 Effective -25 or -24 to -1410 42o f6 to 16 or SEER less . -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 Zonal Control Adjustment j 10 8 7 6 4 3 . No Cooling System Installed '--.Stories % Glass SC . g X , -72 = Eff. % Glass .36 b. East c. South x = 2 t 61 One -5 -4 -4 -3 -2 -2 Two+ 3 3 .• 2 2 2 1 Single -Family 7 Detached and Attached Unit Size (sf) Water 1199 12W 1700 2200 2700 Heater Credit or , 7 10 to to or Type Type ^ less 1699 2199 2699 more SG None 0 � I. 0 0. 0 0 or Solar 12 ' ` 8 6 5 4 HR- -HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5_ 4 3 3 SE None 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 40% WSB... -25 -16 -12 -10 -8 _ POLL. -18 _-12 -9 _-7 -6 n None -5. -3 -2 .2 -2 1.S Solar 7 5 4 3 2 2.9 POU 3. 2 1 1 1 IE None -28 _ -19 -14 -11 -9 0.4 Solar 8 5 4 3 3 1.9 POU -10 -6 -5 -4 -3 3.3 Multi-Famtly (individual units) 4.2 4.4 4.6 4.8 Unit Size (so 5.2 5.4 Water 0.3 699 700 1200 1700 2200 Healer Credit or 10 to 10 or Type Type less .1199 1699 2199 mote SG None 0 0 0 0 .0 i or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.6 WSB 9 4 3 2' 2 POU 9 5 3 2 2 SE None -45 •-23 -15 -11 -9 25 Solar 2 1 1 0 0 4 HWR -23 -12 -8 -6 -.5 5.3 WSB -25 -13 -8 -6 -5 l'_QU--_23 8 -6 -5 IG -None - -8 -4 -3 .2 j -2 - Solar 6 : i 3 2 1- 't 1 5.7 POU -1- 0- 0 0 0 IE .: None ::30 .. -15 -10'' -8 -6 3 Solar '18 9'. 6 4 4 4.5 POU ^ -8 - - -4 -3 -2 -2 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 P. -So or -valu 381 U -value (0.030] _ or R -value [I I I U -value [0.098] qt,%CJ or R -value [ 19J U -value [0.0371 or R -value [0] F2 factor [0.77] Standard -b Be.—./S.4 Type (double] U -value 10.651 90 Total Glass (161 a. North % Glass SC . g X , -72 = Eff. % Glass .36 b. East c. South x = 2 t 61 X = d. West Skylight 1009 X I= �r� e. Interior Mass/CFA b TrPC 2 PSS ,I.7.u2Mc�.." t..n,t.a .t.b, l TYPE 1 MUSS; (UIMC ,, 4.2, !e: ex sed slab) 0% S% 10% 15% 20% 25% 30% 35% 40% 45% 50% SS% 60% 65f. 70% 75% 90% 859. 90% 95% e 100% 105% 110-1. 115% 120% 125° 0Y. 0 0.2 0.4 0.6 0.9 1.1 1.3 1.S 1.7 1.9 2.1 23 25 2.7 2.9 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 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 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 0.7 0.9 1.1 1.3 1.5 1.7 19 22 24 26 2.8 38 3.2 3.4 3.6 3.8 50%. 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 49 42 4.3 4.5 4.7 4.9 5.1 5.3 S.S 5.7 5.9 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 S5% 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% 65% 1 1.1 1.2 1.3 1.1 1.5 1.7 1.7 1.9 1.9 21 2.2 2.3 2.4 2.5 2.6 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 70% 1.2 1./ 1.6 1.8 2 22 25 27 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4 4.1 4.3 4.3 4.5 4.7 4.9 5.1 5.3 5. 5 5.7 5.9 6.1 6.4 75% 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 9.4 3.6 3.8 4 4.2 4.4 4.6 4.6 4.8 4.8 5 5.2 5.4 5.6 5 8 6 6.2 64 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 WY. 85%1.4 1.4 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 S.8 6 6.2 61 6 6 WY. 1.5 1.7 2 2.2 24 25 26 2.7 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.8 3.8 4 4.1 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 6.3 65 67 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.3 4.5 4.6 4.7 4.8 4.9 5 5.1 5.2 53 5.5 5.7 5.9 6.2 6.4 66 69 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 5.5 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 6 6.2 6.4 6.6 6 8 7 110% 115% 1.9 2 2.1 2.2 2.3 2.4 2.5 27 29 3.1 9.3 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 7.1 120% 2 2.3 2.5 2.6 2.7 2.8 29 3 3.1 3.2 3.3 3.4 3.5 3.8 3.7 3.8 3.9 4.1 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 7.2 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.4 4.8 4.6 4.8 4.9 5 5.1 5.2 5.3 S.4 5.5 5.6 5.7 58 5.9 6 6.2 6.5 6.7 6.9 7.1 1.3 _ 6.1 6.3 6.5 6.7 7 7.2 7.4 1 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures P. -So or -valu 381 U -value (0.030] _ or R -value [I I I U -value [0.098] qt,%CJ or R -value [ 19J U -value [0.0371 or R -value [0] F2 factor [0.77] Standard -b Be.—./S.4 Type (double] U -value 10.651 90 Total Glass (161 a. North % Glass SC . g X , -72 = Eff. % Glass .36 b. East c. South x = 2 t 61 X = d. West Skylight 1009 X I= �r� e. 0- x ,/ = b 8. Shading (Shade Closed) Point Scores -Z 1 Q T :/ 0 Sum 1.6 %Glass SC Eff. % Glass a. North •$ X b. East X c. South X = 7Z rt d. West Ifi 19 X AWS= _, rr e. Skylight x 9. Interior Thermal Mass 01 TYPE 1 MASS AREA = Inteno �as/CFA COND. FLOOR AREA 31C. 10. Exterior Wall Mass TYPE 2 MASS AREA = 40 Exterior Wall Mass ND. L OR AREA Sum 7-10 11. Heating System 6•` . X = j•�i t 3 Zonal Control? (Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or ,�[0.7 6] / HSP ly. �Y + 12. Cooling System _�. r9rP X •ei• _ Zonal Control? ( Y / N) SEER f9.5]Duct Efficiency 10.741 Effective SEER [7.03] 13. Water Heating •' p_ . 14 0 - Type [SG] Credit [none] _ 4-1