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• f/// KRAIG KROSCHEL 66-03-14 6507 Shaw Circle, Magalia ContR: Big 'B Bldrs psrmit.#22-96--89B .P E ,M(i1ew -sngle'-famil f �r!! f i i , I • f/// KRAIG KROSCHEL 66-03-14 6507 Shaw Circle, Magalia ContR: Big 'B Bldrs psrmit.#22-96--89B .P E ,M(i1ew -sngle'-famil f i i , I • f/// KRAIG KROSCHEL 66-03-14 6507 Shaw Circle, Magalia ContR: Big 'B Bldrs psrmit.#22-96--89B .P E ,M(i1ew -sngle'-famil velment �T Butte CountYDepartmentof.DeT° ° o Services' TIM SNELLINGS, DIRECTOR PETE CALARCO. ASSISTANT DIRECTOR o � o 7 County Center Drive Oraville, CA* 95965 _ (5301638-7601 Telephone (530) 638-7785 Facsimile www buttecounty.net►dds FACE,OF FOOTM TOP OF SLOPE S. :. FACE OF IN ' . S1Rt;1CiUFLE H Nal OF 40 FL (12192 aim) MAX in BUT mm NOT EXCEED 15 Ft "m 0m1 MAX BUILDWd tX.FJ1RAN(JE . � DES(�NDWCi SI.IOPE SURFM� ROM ASS SLAM . — -- —Ts1rVER /,jL., WMAL MMITOi(-' / REQLAAMRETAWG1' `) t sETBACK TOE PDR PUFiAOSES FOR PURPOSES OF OF.FlGURE 18 F-1 FlGURE iB-F-1 t i PoUnom OF POOL Wn M 7 FT POOL SETBACK EQUAL. TO S4 mm) S�f WI BE CAPABLE OF ONE4iALF BUII.DLMa FOOTING 7 FL (2134 mm) pORTWG WATER WnMOUT sETBAIrIc nISTANCE AS. hbW F0-:O SOIL SY FIGURE 16.1-t • FOR SLAPES . _ER TWAN3TO I , STRUCTURE SETBACKS SLOPED BUILDING SITES 3-1 S-nfi a CHO BUTTE COUNTY FEB 18 2010 DEVELOPMENT eerinSERVICES S ,d STRUCTURAL CALCULATIONS Rancho Job #10-20 for Gensler Deck 6507 Shaw Circle Magalia, CA r Calculation Index: Page # • Beam Analysis • Footing Analysis Revision Summary: _q --O C ��� ,61(2, 2/2 - Rev. /ZRev. 0 02/10/10 Initial Issue`—w ; +C l NTY J,L I." - APPROVED .' APPROVED Y/*z 9 �0111 This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering. Rancho Engineering disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. , Jarrod Holliday, P.E. Civil, Structural, Surveying 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax qIX COMPANY PROJECT Rancho Engineering WoodWorks® 5550 Skyway Ste. C Paradise, CA 95969 Feb. 17, 2010 11:09 B1 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit = 28 Live 106 tern Start End Start End 166 Loadl Dead Full Area No fb 8.00 (16.0)* psf Load2 Live Full Area Yes 40.00 (16.0)* psf -•rrioutary wiatn cine MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 4'-6" (-< F51 9' 10' Dead 18 Design 58 Analysis/Design 30 fv = 28 Live 106 fv/Fv' = 0.20 300 fb 166 Fb' = 1076 Total 128 fb 369 Fb' = 201 fb/Fb' = 0.25 Deflection: Bearing: 0.00 = <L/999 Interior Dead Live 0.01 = <L/999 0.15 = L/360 Load Comb #7 0.01 = #5 0.22 = #8 0.06 #0 Length 0.50* 0.50* 0.50* -0.01 = 0.00 Cb 1 1.00 0.12 1.75 -0.01 = 1.75 0.10 = 0.00 -min. bearing iengtn for joists is wz- for exterior supports ano 1i2" for mtermeaiate supports Lumber -soft, D.Fir-L, No.2, 2x6" Floor joist spaced at 16" c/c; Self -weight of 1.96 plf included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 144 fv/Fv' = 0.20 Bending(+) fb = 197 Fb' = 1076 fb/Fb' = 0.18 Bending(-) fb = 262 Fb' = 1069 fb/Fb' = 0.25 Deflection: 0.00 = <L/999 Interior Dead Live 0.01 = <L/999 0.15 = L/360 0.08 Total 0.01 = <L/999 0.22 = L/240 0.06 Cantil. Dead -0.00 = <L/999 Live -0.01 = <L/999 0.07 = L/180 0.12 Total -0.01 = <L/999 0.10 = L/120 0.09 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Fv' 180 1.00 1.00 1.00 - - Fb'+ 900 1.00 1.00 1.00 1.000 1.300 Fb'- 900 1.00 1.00 1.00 0.993 1.300 Fcp' 625 - 1.00 1.00 - - E 1.6 million 1.00 1.00 - - Emin" 0.58 million 1.00 1.00 - - Custom duration factor for Wind load = 1.33 Cfu Cr Cfrt Ci Cn LC# - - 1.00 0.80 1.00 5 1.00 1.15 1.00 0.80 - 7 1.00 1.15 1.00 0.80 - 5 - - 1.00 1.00 - - - - 1.00 0.95 - 7 - - 1.00 0.95 - 7 Shear : LC #5 = D+L (pattern: LL_), V = 185, V design = 155 lbs Bending(+): LC #7 = D+L (pattern: L_L), M = 124 lbs -ft Bending(-): LC #5 = D+L (pattern: LL_), M = 165 lbs -ft Deflection: LC #7 = D+L (pattern: L) EI = 33e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. V C13 OMPANY PROJECT Woodworks® Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 sorrwmvi roe wood nrsicm Feb. 17, 2010 11:00 B2 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 6.00 (9.50)* psf Load2 Live Full Area 40.00 (4.50)* sf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 10' 71 Dead 126 126 Live 630 630 Total 772 772 Bearing: Load Comb #2 #2 Length 0.50* 0.50* Cb 1.00 1.00 'Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir-L, No.2, 4x6" Self -weight of 4.57 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion. Analysis Value Design Value Analysis/Design Shear fv = 52 Fv' = 199 fv/Fv' = 0.36 Bending(+) fb = 919 Fb' = 936 fb/Fb' = 0.98 Dead Defl'n 0.03 = <L/999 Live Defl'n 0.13 = L/637 0.23 = L/360 0.57 Total Defl'n 0.18 = L/976 0.35 = L/290 0.50 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 0.80 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 0.80 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 0.95 - 2 Emin' 0.00 million 1.00 1.00 - - - - 1.00 0.95 - 2 Custom duration factor for Wind load = 1.33 Shear : LC #2 = D+L, V = 772, V design = 671 lbs Bending(+): LC #2 = D+L, M = 1351 lbs -ft Deflection: LC #2 = D+L EI = 78e06 lb -int Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Title Block Line 1 You can changes this area using the 'Settings' menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Gefiieral Footi'h- ' I Title : Dsgnr: Project Desc.: Project Notes .3y y i F 9n: "M .., 5Y._ f. . - ENERCALC, INC.1 Job # f) -Printed: 17 FEB 2010, 11:04AI,1 2009. Ver 6.0:23, N:48652 Description : F1 General Information T, Calculations per IBC 2006, CBC 2007, ACI 318-05 Material Properties Soil Design Values fc : Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf Fy : Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 200.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.850 Increases based on footing Depth Analysis Settings Reference Depth below Surface = 0.0 ft Min Steel % Bending Reinf. = 0.00140 Allow. Pressure Increase per foot of depth = 0.0 ksf Min Allow % Temp Reinf. = 0.00180 when base footing is below = 0.0 It Min. Overturning Safety Factor = 1.50 ; 1 Min. Sliding Safety Factor = 1.50 ; 1 Increases based on footing Width AutoCalc Footing Weight as DL Yes Allow. Pressure Increase per foot of width = 0.0 ksf AutoCalc Pedestal Weight as DL Yes when footing is wider than = 0.0 It Dimensions. +` '~' ---TT------r-1r-7 I Width along X -X Axis = 1.250 ft f Length along Z -Z Axi = 1.250 ft Footing Thicknes = 12.0 in r�1 Load location offset from footing center... x'• i �•w,. �• t�„ �' to ,. ex: AlongX-X Axis = 0 in r !" S ;'� �' ez : AlonZ Z Axis = 0 in d . Y,'�; - - Pedestal dimensions... 4a'I;• , )U i s� px : Along X -X Axis = 0.0 in pz : Along Z Z Axis = Height - 0.0 in 0.0 in J Rebar Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in Reinforcing Bars along X -X Axis Number of Bars = 2.0_- ReinforcingBarSize # 4VIII-11111111:;:•,?::;;,::::•,.�';,;,:: :•,.{ _IIIIIIIL= :-;».'-'"°=11111111--11,, Bars along Z -Z Axis RUN ;'.=11111111- '' - X .,, :;.:.>, 200 VU jI,IJII Number of Bars 2.0 VIII=IIIIIIII: s',', .:;`. yS yS IIIIIIII- =IIIIII v1 S ys IIIIIIII VIII Reinforcing Bar Sizf = # 4.0 VIII_IIIIIIII::•?+;-; -�...- ;a ::a ;. :;i,:;'.-IIIIIIII = -IIIIIIII-'• r;;-:'"_:•.:' e"' .;•,,." -.''.-IIIIIIIL---11111 "t'f""""'t',�"` Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a IlU_IIV f� ys =IIIIIIII_ IN FIRS -i - - ... :IIIIIIII VIII IIIIII 11111=IIIIIIII: •?: _ ,r :;:"_'• ;` 1111111= =1 _ IIIIIIII RFILII # Bars required within zone n/a=_, _ _ _-_=____.UIi�V IMI-I�IVI�IIIIIIVV111111111�11161II..IIIIU Ulil!� # Bars required on each side of zone n/a Applied Loads D Lr L S W E H P: Column Load = 0.2520 0.0 1.260 0.0 0.0 0.0 0.0 k OB: Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf .._....._ . M-xx = . .............-.-... ....... ....... _._................ 0.0 . ........................ _.... 0.0 _....... ................. ....... _......... _...._..._.-......__..._.............. ........... ... -............. ............ _......... __...... _.......... ....... _......... ........ _.... ....... 0.0 0.0 0.0 0.0 _._........ _...... _... ....... _.... _.... ... ......... 0.0 k -fl M-zz = .....__..... 0.0 - .....__...._.__.._......._._.... ---- 0.0 0.0 0.0 0.0 0.0 -...._....................._....... ...... -........... __._.......................... __._......._..... ...... __..._ ..._ _.......-- 0.0 k -ft ....- - .. V -x = - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V -z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Title Block Line 1 Title: Job # G You can changes this area Dsgnr:j r using the "Settings" menu item Project Desc.: and then using the "Printing & Project Notes Title Block" selection. Title Block Line 6 Pkied:17 FES 2010,11:04AN-a Gff eneral footing Deslign y k} e� i �; `" ?ENERCALQINC.1983-2009; Ver 6.0.23, N:4A652 Description : F1 DESIGN SUMMARY' 0.1505 k -ft +X Bottom 0.01 int/ft Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.7420 Soil Bearing 1.113 ksf 1.50 ksf +D+-L+H PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift . PASS 0.05090 Z Flexure (+X) 0.3237 k -ft 6.360 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.05090 Z Flexure (-X) 0.3237 k -ft 6.360 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.05090 X Flexure (+Z) 0.3237 k -ft 6.360 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.05090 X Flexure (-Z) 0.3237 k -ft 6.360 k -ft +1.20D+0.50Lr+1.60L+ PASS n/a 1 -way Shear (+X) 0.0 psi 85.0 psi n/a PASS 0.0 1 -way Shear (-X) 0.0 psi 0.0 psi n/a PASS n/a 1 -way Shear (+Z) 0.0 psi 85.0 psi n/a PASS n/a 1 -way Shear (-Z) 0.0 psi 85.0 psi n/a PASS n/a 2 -way Punching 5.117 psi 85.0 psi +1.20D+0.50Lr+1.60L+ Detailed Results _ - „ ': 1 Load Combination... Overturning Moment Soil Bearing 0.1505 k -ft +X Bottom 0.01 int/ft ACI 10.5 0.32 in2/ft 6.360 k -ft Rotation Axis & Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio X -X. +D 1.50 n/a 0.0 0.3063 0.3063 n/a n/a 0.204 X -X. +D+L+H 1.50 n/a 0.0 1.113 1.113 n/a n/a 0.742 X -X. +D+Lr+H 1.50 n/a 0.0 0.3063 0.3063 n/a n/a 0.204 X -X, +D+0.750Lr+0.750L+H 1.50 n/a 0.0 0.9111 0.9111 n/a n/a 0.607 Z -Z. +D 1.50 0.0 n/a nla n/a 0.3063 0.3063 0.204 Z -Z. +D+L+H 1.50 0.0 n/a n/a n/a 1.113 1.113 0.742 Z -Z, +D+Lr+H 1.50 0.0 n/a n/a n/a 0.3063 0.3063 0.204 Z-Z._4D+0.750Lr+0.750L+H,y 1.50 0.0 n/a n/a n/a 0.9111 0.9111 0.607 Overturning Stability' , 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom Rotation Axis & ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Load Combination... Overturning Moment ACI 10.5 Resisting Moment Stability Ratio Status - Footing Has NO Overturning _ 0.1505 k -ft -� Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft Sliding Stability Z-Z.+1.20D+1..60Lr+0._50L,,_.,,,._0.1505_k-ft +X„ Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft Force Application Axis OK One Way Shear �. Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Fooling Has NO_Slidinga- Footing Flexure Footing Flexure Which Tension @ Bot. Load Combination... Mu Side ? or Top ? As Req'd Gvrn. As Actual As Phi*Mn Status Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 int/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10,5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -fl OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z. +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z -Z, +1.20D+1.60Lr+0.50L 0.1505 k -ft +X Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK Z-Z.+1.20D+1..60Lr+0._50L,,_.,,,._0.1505_k-ft +X„ Bottom 0.01 in2/ft ACI 10.5 0.32 in2/ft 6.360 k -ft OK One Way Shear �. Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Phi*Vn I Vu Status +1.20D+1.60Lr+0.50L 0.0 osi 0.0 psi 0.0 Dsi 0.0 psi 0.0 osi 85.0 psi 0.0 OK Title Block Line — � T��� ��# 1�. '� �mmmoh�Uo this area Dogn / � � ~^ using the menu item Project Dosc.: and then using the "Printing & Project Notes� Title Block" selection, Title Block Line 6 ftited: 17 FEB 2010. 11:0444 *.-6.0.21 ENERCALC, INC. 1983-2009, NA8652 -06007181, -44'u ilLicense Owner: RANCHO,ENGINEERING Description F1 +1.20D �Lr+0.50L DOosi 0.0osi 0.0osi 0.0osi 0.0osi 85.0osi 0.0 OK 08nsi 08oSi &Oosi 0.0 Mi 858osi 08 0K Punching S�e-ar Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +120D+1.60Lr+0.50L 2.379 Mi 170.Dooi 0.01390 OK +120D+1.6OLr+0.50L 2.378oai 170.0oui 0.01399 OK +120D+1.60Lp0.50L 2.370oui 170.0nni 081399 OK "i 4 7 . PERMIT NO. NI t p� PERMIT EXPIRES f OWNER KRATG KROSCHRT, { CONTR. Rig R RuiIder. r ASSESSOR PARCEL 66-03-14 LOCATION 6507 Shaw Circle, Magalia y (PA -P. K 3 3 , r; Temp. Power Pole Called PG&E 1AMp. Elec. Service i i—!S 8 9 /j. LL--, l Called PG&E T /� Temp. Gas Service t /` Called PG&E JOB FINALED (Date) - ! l / " — — P Signature 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 Kl2OSek it &- ER - 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. - 4AV6 RAIC R€A,2 4Qfc , � — In - G . (S1�, N1 /o 1/y s (' R c r rca n! - Inspector Date — S- n 9 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS :• 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 — 747 Elliott Road,,Paradise— Phone: 872-6307 CORRECTION NOTICE -e/ 6 07 - 9'9' 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. r S 4� uP�-� ^� c t�PC PIO r� `p PCI ��hr•.y �0wti�rlat7�( r- 40 1—G -� ,d// n,r«,.1, 5 AA1 �,' s-� // /-5- d—" - v a ,_.- li4 v.'Aak r 11 1 nlS/j�cf I o2 CoQ(L��vt�D,1S OJ\I L 8T s o A, 11 Inspector 212- Date ell 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 V,�a� 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. )1c'fL n d5 fA24r, ( �t.�P� (£. TR SS. ,— iLot C 1-o n, tl p 1 PROM 1AR"iI C ACCESS Lf— L> IC, t f-1ICAI- (I(,AIrCrl t- MST 866 rZoT cr Cr i �� 1� ll T-11 S pf T- I'f L"MP"/,VG- /(js 2, ,-_S >`la'r ehrz r (--a f s 2 r ���,,2r AA [LVT InspectorDate A = OK' - 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES N= " MISCELLANEOUS Date MOBILE HOME UTUTIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK�except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Con nec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /'LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -61 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -Bi Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -B1 Date Card -131 Date Card -131 Date = VK 0=Not OK z Not A"pplicable = Not Ready RESIDENTIAL (Single and Duplex) Date, UNDERFLOOR (Plans) OK except #'s U. PC4. a,C Date FRAMING (Continued) 2._oning-Setbacks;-Easements-Flood-Slope 45. Hangers -Post Caps-Anc ors -Connectors . Ftg., Main; Soils-Steel-Elec. Grnd.-/•Q /" Ftg. Depth Cing. Joist-Rftr. Ties -Pu in -Roof Truss-Shthng.-Ring. r wo Ftg., Garage; Soils -Steel-/ -1u" Ftg. Depth Fireplace Ties or pe A ue fireplace Throat Clearance . tg., Porches & Decks; Soils -Steel -/G /"Ftg. Depth f3yAttic Access; Size om otection raft Stop -Ins. Boldes Stemwalls, Main; Steel-Blockouts-Wrapped drm. Windows or i ' oors-Sill Hot. & n Stemwalls, Garage; Steel-Blockouts-Wrapped OrGarage Fire Protection Framing 7. Slab; Steel -Wrapped 50 -Property Line Firewall & Openings iers-Fireplace Ftg.-Steel 52Vxt. Doors -One T -Check Garage -3rd story, 2 exits ".W.V.; Fall-Fi4trhgs-Te&2 way C/Gto9ewert„Zett 5*r6twrs; Width -Headroom -Rise -Run -Landing -Fire Protection 00. Gas Pipe; Size -Anchors Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Water Pipe; Test -Anchors -Regulator -Service Test iding-Nailing Veneer 12. ectric; Underground 5ftstueco Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 . Plenums & Ducts; Clearance- Material-Supprt-Ins. 5?^Gla ' g Area -Glass Protection -Skylights -Plastic 1 . Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Xear Walls; Nailing -Bolts 4.15. Insulation . Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -81 Date $ Card -81 M,Q Date : and -B1 Date Card -Bt Dategt _/3_ ftard-B1 Date Car ��f'.—gf'ard-B1 Date Date PLUMBING (Permit) OK except #'s �yy�� ,, Water Ht.ent- ccess-Combustion Air -Baffle Date FIML (Plans) OK except #'s U—Water Pipe; est & Anchors -Nail Protection WFzxt. Steps -Door & Sidelight Protection -Landings D.W.V.; Test-Fttngs & Anchors -Nail Protection 6eSmoke Detector 19. Shower Pan; Test, First Floor -Tub Access --t9—Furnace; Vents -Clearance -Comb. Air -Connector - I arage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower,.2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors W. B droom Exiting G.F.I. & Bath Fixtures & Tub Access -S 66. EI . Trim & ubpanel; Breaker Sizes La Card -131 GC, Dat j,(3yjjCard-B1 Date 'rs & Rails , Card -B1 Date Card -131 Date . F' lace or Stove; Clearances -Hearth . EI Outlets at Wood Panel; Int. & Ext. Date ELE RICAL (Permit) OK except #'s 22. Ixture &Transformer Clearance -ins. Protection ixt, & Applia`nce; Grnd. -Air Gap -Cooking Clearance . EI Outlets & Receptacles at Kit. Counter Elec. ece tacles Spacing- ights & Switches at Doors 24 -"Size Boxes & No. of Conductors -Stapled .Garage Fire Door; Swing -Landing -Closer -48-A.C. Duct in Garage -Damper t1.5 Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Com nnec r-P.R.V.- I arage; Above Floor-Mech. r no ^ Re -Equip. Ground made up w/Mech. Fasteners -Bo s & W -Appliance 27^2 Circuts in Kitchen & Conductor Size/G.F.I. I 7 PI0/Elec. & Mech. Equip. Listed for Location 2 . eed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu orAI . lec. Receptacles in Garage; (G.F.I.)-Romex Protec. �a a Circ. / 8 / ga.(IM or AI -Oven Circ. / / ga. Cu or Al. . I ulated Neutral s No 77. I ulation-Foam-Looked in Attic �fYes 7 . Guard Rails & Deck Construction -Post Caps . Service ser uctors Groun in sconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor es 31;.Equip. Clearances ane s-Motors-Mech. Equip. 32-0othes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive •i�*s ❑ go; Walks 7vyes ❑ No; Planters ❑ Yes ❑ No 39 --Smoke Detector S co; Brown -Finish Card -B1 Card -131 �(� Date C?Aji'Qj1tard-B1 Date Date Card -131 Date A.C. Unit; Disconnect, Electrical, Plumbing \ ebe4ents Above Roof; Plbg.-Appliance-Firepl.-Clearance to 1 Openings. / Date MECHANICAL (Permit) OK except #'s ter Well; Disconnect, Electrical, Plumbing 3.C. Ducts Insulation & Support 85,txterior Elec. Trim; G.F:I., Receptacle -Underground Vent Fan; Exhaust above insulation p 86-Vi5in-tilation throughout House 6. Condensate Drain & Overflow; Size & Grade . G ass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet . C rections s Inpections 38. Attic Access & Platform if Furnace in Attic as Test- eters Tagged• Gas -Electric QD! Water & Se onnected-C/O to Grade -HD Approval '40j. Energy Compliance Certificate -Other Certificates Card -B1 (SDate --t - Gard -B1 Date � 92. Roofing Certificate Card -131 Date "Card -B1 Date Card -B Date -__Card-B1 Date Card -B1 O/ Date /- 16 -rd-Bl Date Date FRAMING (Plans) OK except #'s Card -B1 Date and -131 Date ills, Proper Material & Anchors Comments at Final: Walls tuds-Nailing, Spacing & Bracing—Plates-Sound ar Walls over Girders & Floor Nailing D t Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 6,o" &11- *e"Header & Beam -Size & Bearing (NOTE- An entry must be made each time you visit iob sitel COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovillp, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT 3ERM 0.� ASSO PA CNIUMQ I / ZONI RVI BUILDING PERMIT owN 1 TE E ONE SQ. FT. OCC. BUILDING VA ATI OWNER'S MAILI G E S r CO R C OR•S N E EPHONE ` r v CO R TOR'S ILING ADDRESS Fireplace Itill CONSTRUCTION LENDER UNK14OW Total Valuation $ Filing Fee $7 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC I ECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS Plarl Checking Fee $ Energy Plan Checking Fee $ DO Penalty $ BUILDING ADDREt jC) r/� ✓� ' r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 QA 11 eA Solar or heat pump water heater 20.00 LOT NO SUBDIVISION NAME P 7E�LL MAPF C cJ D 6 Water piping 5.00 �© Each qas water heater or vent 5.00 USE OF STRUCTURE SF 0] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mob Ie Home S I G I W 0.00 ea TYPE OF WORK New 0 Addition ❑ Remodel ❑ti [:1Installation ❑ Other ❑ Describe work: L1Uti '/ \ I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 lQ 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. 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) 0-1, -1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oR ADDNST DWEACCLLING GSCC N '/20sgft NEW CONSTR. U TI -OUTLET NON.RESID .BRANCH CIRCUITS) 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. ) / EX. OCCUp\OUTLETS OR FIXTURES 20050t BAL030 FIXED A1NS❑ Ex. OCCIJp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Home Facilities 15.00- 5.000Mobile Misc. INirin 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 Department4S 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 Weating Cooling Iry �14 Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, a d expenses which may in any way accrue against said County in c nsequenc f t granting of this permit. X •. Date Signature of Ap icant - Owner ❑ Contractor IDAgent EJwork An OSHA per it is required for excavations over 5'0" deep and demoli on or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE occu P, �2 J CONST l ISCHOOLT—FLOOD ARtE PD HD 9UE 41-11 This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECT R OF PUBLIC BY IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dated, '— i Receipt NO. ~ % R, N t OR, OLDlNROD-AP LIt NT r6 'yq WNIT!-D.P.W., YlLLO -APE Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 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 BUTTE COUNN for agricultural purposes, and residents SERIAL NO. g ,R'71>9 / of this property may be subject to incon- REC0R0WJW 1 N*M=0p veniences or discomfort arising from the use of agricultural chemicals, including, WERICONMJUL 20 SM but not limited to herbicides, pesticides, TENS � 03 )qV2 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 88, as shown on that certain Map entitle, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 1", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on September 14, 1971 in Book 38 of Maps, at pages 57,58,59 and 60. Date: 7-14-89 State of CALIFORNIA) County of BUTTE ) PROPERTY OWNERS: 1 KRAI OSCHE'. On this the 14th day of JULY , 19 89 , before me, SS. the undersigned Notary Public, personally appeared DAVID HALKOLA NOTARY PUBLIC -CALIFORNIA ^ez autto CcuntY My Commission Expires March 22,1991 Present A.P. No. KRAIG KROSCHF.L, Q Personally known to me. [:1 Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged that HE' executed the same for the purposes therein�ntained. IN WITNESS WHEREOF, I hereunto set my handi,a, rd cia/` . pal,. e f NQLary ruullu naNrrn RnT.unT.n BUTTE COUNTY SCHOOLS DEVtLOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number � � -(� � " /4 Building Department No. SchoolDistrictQ I^Q(�t �� City E:1 County rVI Jurisdiction Property Owner K rA a Q Nr n -7 rll .► t l � Project Location/Address SA a 1A 0 i_re te. _ Subdivision Residential Development: � a # of Living MHI Units Commercial/Industrial: a New Lot Number F]Sq. Footage /( 8-0 Addition (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) Ph� Date ' (Floor Plans reviewed by School District Personnel) District,, -Id No. CK C/ AA,"L4-P Wi-jo p ( School District certifies that- R"' hat - R"'' / . �(T7-<073 (Applicant Name) (Phone Number) 5qoac)-7 '�RLu , (.Street Address) /1 ` e" (City) - (State) ( Z ip' Co'de ) has complied with the requirements of Resolution /No. by the payment of $ a 6a o' g5yrepresenting ( 6X0 square feet.. � �/) d AF 0 (- Schoo'1 District Representative D to PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district r SCHOOL.FEE 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., bUPLEX--& MISC. ONLY) Bldg. Permit # -kip OWNER CKAI&, Xr2Q,5C P&L. A. P. # GENERAL aluation. ping requirements: (sideyards and number of permitted living units). Plans signed by designer. ergy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN mplete parcel size and dimensions. &.' �acks, sideyards, easements, etc. 4--! ther buildings or structures. U,e. _grading, fills, drainage. 6���- � ood hazard. da! S ial conditions on creation map or compliance document. AU & FAS road setback. FLOOR' PLAN ,,,jG6mplete to scale plan with dimensions.. ired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Slights (Chapter 34 & Sec. 5207). M n impact glass (Sec. 5406). ired room sizes, ceiling heights (Sec. 1207). s in baths, garage, and exterior outlets (Article 210-8). t fixtures, switches, receptacles, and exterior receptacles for maintenance mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (Sec. 33O4(e)). nd wood stove location, alcoves, and clearance. 1 Smoke detectors (Sec. 1210). STRUCTURAL DETAILS �>undation plan complete enough to construct building. F-1 r construction details complete enough to construct building. 3/ E vations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ,S-.�ireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR airway details: landings, rise and run, head clearance, handrails (Sec. 3306). drail details (Sec. 1711 & 33O6(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENThAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) --*.---Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). �f covering type - (fire hazard). 7,.�IRa ter ties or bearing ridge beam. 8�GG rage door or porch header sizes. 9�/Adequate bracing. wing area over .garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. �+o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 192:_4ttic access and ventilation (Sec. 3205). 19 --.'Underfloor access and ventilation (Sec. 2516). 1bustion air for fuel burning appliances.. poise requirements on duplexes. --I-&.�obe soils - special foundation design. RR.ai.ning walls requiring design. Z9111Unu al shape, size, or split level house requiring lateral design. 1 lashing at all exterior openings. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIPORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No, OWNER' A. P. No. la `O Proposed Building Use Building Inspector Date " At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. ,7. Engineered truss details and layout in duplicate (required prior to plan check)IF 8. Mobilehome installation data including manufacturer's installation ' Instructions —6&ees of $fir..!' 0 .......................................... 10. Chico Urban Area fees paid ........................................ fees paid...............................................School Dist ict fees aid ................,",Park nitation approval from PSk -C a. l �� Health Department .. . 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 8. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required .... Pre-Inspe're-quest p q . Building inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... y 21. Certificate of Workmans Compensation Insurance .................... 22 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ _< , 223. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the per it, process as follows: Mail to owner. Mail to contractor. . Telephone "'A and hold for pickup at office. Deliver w/inspector. Other Applicant / Date Copy of plans sent Health Dept., - Fire Dept., Other Date The following data must be submitted pr io to mit is uance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, design , owner as advised of above required data by_phone---nail—counter byAX_ date —� Contractor, designer, owner, was advised of above required data by—phone—mall counter by date'? ' Plans checked by D Plans approved by Date ! �� _Sets of plans on hold in 44File cabinet AP folder Copy—DPW r TO: Building Department FROM: Encroachment Permit Section RE: "Dii:veway Clearance r, �✓ae ro5� e ( AP # owner location Driveway permit �X`5'°� has been issued for the above property. nn n b 0t't0/0" 000!!:;��&� z 7 `5 -v • date sign re � TO Buildina Department ` �' /-(25AoL ' FROM: Environmental Health SUBJECT: Sanitation Clearance //� Owner Location AP# QAZ Plan Approved for: Sewage Disposal ._ Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other C--/4���J NOTE *** S nitarian Date Certificate of Compliance: Residential Climate Zone 11 !Mandatory Measures Checklist: Residential MF -1R Documentation Author Telephone ,?,196 — ! Buil it r Chedted By /Date Faforeanent Agency Use Only BUILDING DATA • Glass Area . 9b Glass _ North 7 • Condi ti Area Number of Stories East • Sl Number of Units %— South Inftawm�flyDetached (SFD) [ ] Addition Alone West . [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi-Family(NM [ ] Existing -Plus -Addition Tom �. BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall .............. Q 1 Wall .............. Roof ............. O Roof ............. Floor ............. Floor ............. Slab Edge 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) r err M7 14-15-0 Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/. Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STqbAA4AG� SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) NOTE Lownse residential buildings subject to the Standards must contain these measures regardless of the comliliaace approach used Items marked with an asterisk (-) may be superseded by more stringent complimb2c Mgwrrsnernts listed on the Certificate of Compliant.". When this checklist is incorporated into the permit &cum" nts, the features noted shall be considered by all parties as binding minimum component performance spearcaiians for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENMRCEMENr Building Envelope Measures • 62.5352(a): Minimum ceiling insulation R-19 weighted avenge. 42-5352(b)- Loose rill insulation manufauurer's labeled R -value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to "a tenor mass walls). §2.5352(k): Slab edge insulation - water absorption tate no greaser than 03%. water vapor transmission rate no greater than 2.0 parnlmch. §2.5311: Insulation specified or installed meets California Energy Commission (CTC) quality standards. Indicate type and form. §2.5352((): vapor barriers mandatory in Climate Lanes 14 and 16 only. §2.5317: Infiltration/EafiltrationControls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. C. Doors and windows weathermpped: as joints and penetrations caulked and sealed 0 2.5352("): Special infiltration barrier installed to comply with §2-5351 mmu CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built ferepla= 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 62-5352(8) and 2-5303: Space conditioning egttipmeru sizing: attach nkuladam. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. r 112 -5316(a): Ducts constructed, installed and insulated per Chapter' 10. 1976 UMC. 12-5316(b). Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). fust 5 feet of pipes closest to tank insulated (R-3 or greater). 52.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has. a. On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures t §2-5352(1): Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms. §2-5314("): Gas fired appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator-frotters. (ream and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lista the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code- This GLAZING with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Shading Devices Building Owner Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (so (singK double) (7oIIa blind. etc.) (shadescrem etc.) (yeslno) (meWfwood) North ( ) 7_Ifll./i� Name: Nurse: TitkJFum North ( ) Am—"- T4-4wvr r East ( ) �� �• °'' East ( ) South ( ) 3E " ,7 h South ( ) West Af 't West Skylight ....... • THERMAL MASS ti Type/Covering Area Thickness (slab/exposed tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) 4p— 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) r err M7 14-15-0 Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/. Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STqbAA4AG� SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) NOTE Lownse residential buildings subject to the Standards must contain these measures regardless of the comliliaace approach used Items marked with an asterisk (-) may be superseded by more stringent complimb2c Mgwrrsnernts listed on the Certificate of Compliant.". When this checklist is incorporated into the permit &cum" nts, the features noted shall be considered by all parties as binding minimum component performance spearcaiians for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENMRCEMENr Building Envelope Measures • 62.5352(a): Minimum ceiling insulation R-19 weighted avenge. 42-5352(b)- Loose rill insulation manufauurer's labeled R -value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to "a tenor mass walls). §2.5352(k): Slab edge insulation - water absorption tate no greaser than 03%. water vapor transmission rate no greater than 2.0 parnlmch. §2.5311: Insulation specified or installed meets California Energy Commission (CTC) quality standards. Indicate type and form. §2.5352((): vapor barriers mandatory in Climate Lanes 14 and 16 only. §2.5317: Infiltration/EafiltrationControls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. C. Doors and windows weathermpped: as joints and penetrations caulked and sealed 0 2.5352("): Special infiltration barrier installed to comply with §2-5351 mmu CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built ferepla= 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 62-5352(8) and 2-5303: Space conditioning egttipmeru sizing: attach nkuladam. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. r 112 -5316(a): Ducts constructed, installed and insulated per Chapter' 10. 1976 UMC. 12-5316(b). Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). fust 5 feet of pipes closest to tank insulated (R-3 or greater). 52.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has. a. On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures t §2-5352(1): Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms. §2-5314("): Gas fired appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator-frotters. (ream and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lista the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code- This certificate has beim signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name Name: TuleJFtan Address: TitWFunl Address: Telephone Telephone: lac. 4: ` (signature) (date) (signature) (date) Documentation Author Enforcement Agency Name: Nurse: TitkJFum Agcy. Am—"- T4-4wvr r 1. Ceiling Insulation F2 factor 0.90 -4 Number of stories 0.80 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 -10 4 40 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 O.CO 11 5 3 2. Wall Insulation 13 27 -52 Single- Single - -2 6 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 -40 -11 -4 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 16 17 Insulation In Floor -1 3 8 Number of stories 17 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 13 -12 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 3 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -15 -11 Number of stories (assumes ducts in attic) 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 0.75 6.88 3 3 3 2 Number of Stories 1 R -value One Two Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) SpedfCation Points Standard, 0 6. Glass Heat Loss Total -14 -48 -69 %Glass U -value East South West Percent 18 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 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) ENective Percent Class (percent glass x SC) Effective -14 -48 -69 %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 0 •4 t3. Shading (Shade Closed) -4 -16 2 Eff dive Percent Cuss -1 -2 -1 (Peremt Qiaw x SQ 1 %GGWu North East South West Sky6pht 18 -14 -48 -69 -64 rta 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 -8 -29 -40 37 na 11 -7 -26 36 33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 .21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 .14 38 5 -2 -9 -11 -10 .30 4 -1 3 -8 -7 -23 3 0 •4 -5 -4 -16 2 1 -1 -2 -1 .9. 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass SC Interior SEER Slab Floor Raised Floor 1199 Mass 1700 Stories Stories Sim of 7-10 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 .1 0 0 0.3 -7 -4 -2'- 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass POU Exterior Single- Single - -5 -4 Wail 14 Family Family wit 4 Mass 4.4 Detached Attached Family 0.00 5: 0 0 0 699 0.20 1200 3 2 1 Heater 0.40 or 5 4 3 10 0.60 Type 8 6 4 1199 0.80 2199 10 8 5 None 1.00 0 13 10 7 0 '. 1.20 Solar 13 12 8 5 1.40 3 12 13 9 9 1.60 3 10 13 11 3.3 1.80 9 10 12 12 2 200 48 10 11 13 i 11. Heating System 2 2 SE None SE or HSPF -23 -15 -11 .9 (assumes ducts in attic) Solar 2 1 1 Sum of 1.6 0 17 HWR -23 _ 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 !E None Effective SE or HSPF -15 -10 (SE or HSPF x duct efficiency) _6 25 Effective -25 or -24 to -1410 -4 to +610 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 3.1 3.3 Zonal Control Adjustment 3.8 4 System Type 4.6 4.8 ' Resistance 10 9 7 6 4 3 Other 6.1 6 5 4 3 2 2 12. Cooling SystP!m SC Unit Size (sq SEER Water 1199 (assalmei ducts In attic) 1700 2200 Sim of 7-10 Heater Credit or -25 or -24 to -1410 -410 +6 to 16 or SEER less -15 3 +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 9 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 None Effective SEER -24 _ 18 -15 (SEER xduct efficiency) Solar Sum of 7-10 -1 -1 Effective -25 or -24 to -14 to .410 +610 16 or SEER less -15 -5 +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 -19 Zonal Control Adjustment -11 -9 10 8 7 6 4 3 5 No Cooling System Installed 3 Stories One -5 -4 -4 -3 .2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation �> O or 2. Wall Insulation 3. Raised Floor Insulation 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 / / SC Unit Size (sq Water 1199 1200 1700 2200 2700 Heater Credit or Io to to or Typo Type fess 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 = x.39 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 WSB -25 -16 -12 -10 -8 POU- -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 20Y. Solar 7 5 4 3 2 55% .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 . 14 Multi -Family (individual units) 4 4.2 4.4 4.6 Unit Size (so 5: Water 02 699 700 1200 1700 2200 Heater Credit or 10 to 10 or Type Type fess 1199 1699 2199 more SG None 0 0 0 0 0 '. or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.3 WSB 9 4 3 2 2 48 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 2.2 Solar 2 1 1 0 0 17 HWR -23 -12 -8 -6 -5 5.1 WSB -25 -13 -8 -6 -5 1.1 __PQU -23 -12 •8 3 -5 IG None -8 -4 -3 .2 1 -2 3.6 Solar 6 3 2 1 1 _ POU '1_0 5.7 - 0 _ 0 0 !E None 30 -15 -10 -8 _6 25 Solar 18 9 6 4 4 4 Pr%1I _A -d .'1 .1) .1 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation �> O or 2. Wall Insulation 3. Raised Floor Insulation 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 / / SC Eff. % Glass or R -value 011 X U -value [0.0981 s / I � Interior Mass1CFA 63 R-value[191 U -value 10.0371 ' or TT►x 2 PASS R -value (01 TYPE 1 MASS F2 factor [0.771 Interior N ixs/CFA Standard COND. FLOOR AREA ' h'�oq 61-0q__ AREA 8 , / a, % Type [double] 7- U -value 10.651 % Total Glass 1161 % Glass SE or HSPF SC .Eff. % Glass Effective SE or x 77 = x.39 /. PL.7&WNC•..21 '77 $5- = 7.3 SEER 19.51 Duct Efficiency 10.741 Effective SEER [7.031 X t TYPE I MASS tUIMC ► 4.2. ie: exposed Type (SGI Slab) Credit [none) r p t.e •L.el 0% 5% tor. 1S% 20Y. 25% 30% 357. 40% 45% 50% 55% 60% 657E 70% 75% 80% 85% 90% 95% 100% 105% 1101: 115% 1207.12r 075 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 2.9 3.2 14 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5: 10% 02 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 2.5 27 2.9 11 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5 • 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.6 2 22 24 27 29 3.1 3.3 15 17 3.9 4.1 4.3 4.5 48 5 52 5.4 5- '3o% 3o% 0.5 07 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.5 17 19 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 4o% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 28 3 3.2 3.4 3.6 18 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 14 3.6 18 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 61 5S% 0.9 1.1 1.4 1.8 1.8 2 2.2 24 2.6 28 3 12 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6: 60% 1 1.2 '1.4 1.7 1.9 21 23 2.5 2.7 29 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 62 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.8 2.8 3 12 14 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 11 13 SS 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 15 1.7 1.9 21 23 25 27 3 12 14 16 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 MY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 1S 3.7 3.9 4.1 4.3 4.S 4.1 4.9 5.1 5.4 56 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 S.6 5.9 6.1 63 6S 67 90Y. 1.S 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.5 18 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 6E 95% 1.6 1.8 2 22 2S 27 2.9 3.1 33 3.5 17 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 tOOY. 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.5 18 4 4.2 4.4 4.6 4.9 5.1 5.3 55 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 IM. 1.9 V 2.3 2.5 27 29 11 3.3 3.6 3.8 4 4.2 4.4 4.8 4.8 S 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 71 115% 2 2.2 2.4 2.6 2.6 3 3.2 3.4 3.6 3.8 4.t 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.S 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 S 5.2 5.4 5.6 58 6 6.2' 6.5 6.7 6.9 7.1 73 125% 21 23 2S 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4A 4.6 4.9 5.1 5.3 S.5 5.7 5.9 6.1 8.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation �> O or 2. Wall Insulation 3. Raised Floor Insulation 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 / / SC Eff. % Glass or R -value 011 X U -value [0.0981 s / I � or 63 R-value[191 U -value 10.0371 ' or =- R -value (01 TYPE 1 MASS F2 factor [0.771 Interior N ixs/CFA Standard COND. FLOOR AREA ' h'�oq 61-0q__ AREA 8 , / a, % Type [double] 7- U -value 10.651 % Total Glass 1161 % Glass SE or HSPF SC .Eff. % Glass Effective SE or x 77 = x.39 /. x '77 $5- = 7.3 SEER 19.51 Duct Efficiency 10.741 Effective SEER [7.031 X 72 Type (SGI Credit [none) % Glass SC Eff. % Glass I . X s / 63 X =- TYPE 1 MASS AREA Interior N ixs/CFA COND. FLOOR AREA ' TYPE 2MASS AREA 8 Exterior Wall Mass ND. L R AREA 7- X h 3 = (o SE or HSPF Duct Efficiency [0.781 Effective SE or [0.72/6.61 HSPF 10.56/5.151 Fr. x $5- = 7.3 SEER 19.51 Duct Efficiency 10.741 Effective SEER [7.031 Type (SGI Credit [none) Point Scores 0 -t- s Sum 1.6 C44Wj Sum 7-1 -t- 3 FILE COPY EXISTIN 05 Ie- I rm N C, E E-7:-' E-VATION SHEAR FLY PER' PLAM-5 < -�v V> K 1N 05 2Xb DECK Je-')15T a w, ac. ;F'L00'rR, JO I 5T LU!5226 DECK JOIST PER, 'PLAN TO RIM J015T DEC< TO BUL[�)INO CONNEEC�710N Imm W11 IFIT 11 1 1—,31150 X 1 11 OF> N1 (51) # 4'c--' EA V4A"( /10-:,) T"'rF. (19) N/ P6544 2 XX 6, D1rE__0KI I Egli 4" c',0NORETE 5LAE3 LANPIN& -oil F' Ff 10 ■ FOUATI ON FLAN 4X4 DF O. 2 Porst Som a a 1/4" = 11-oll M!CK POVr AND P!'E'R PER PLAN. W-O"'I'AIN OR MAINTAIN aOTrOM 1 51-01, M114 OIR MAINTAIN BOTTOM OF FOOTIN& SELON THE 45' OF FOOTIN& BELONTHE 45" PLANE A55HOAN. 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