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HomeMy WebLinkAbout069-190-025069-19-0-025—* 92-4142BPEM PIRES, Andrew 14 Bass Count, Oroyille (new single family) 4 Cfl - � � i�i�i��■�ir��r�r� RESIDENTIAL PLAN'CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A.P. # eog _7,,79, �S Plan Checker GENERAL foning requirements: (sideyards and number of permitted living units). aluation. lans signed by designer. roper description of work on application. xisting violations on property. .Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size -and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. rading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. l Building or utilities across lot lines (Record form). FLOOR PLAN — Complete to scale plan with dimensions. �equired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). _ Required room sizes, ceiling heights (Sec. 1207). �GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. Locations of water heater,c/heating and cooling equipment,'other or gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). dumbing fixtures, water closet clearances and shower size. 210-8). for main - electrical STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. tClerestory requiring balloon framing'and/or engineering. �hree story building requiring engineered calculations and plans. 11 Foundation plan complete enough to construct building. Floor construction details complete gnough 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 talcs if necessary. r.Garage 'f-ter ties or bearing ridge beam. door or porch header sizes. ud heights. -Adobe soils - special foundation design. Retaining walls requiring design. D. Special Inspection required. ' 8/91 RESIDENTIAL PLAN CHECKING GUIDE 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). Br= plaster - weep screeds (Sec. 4706). .'I\ Proper roof pitch for roof convering (Chapter 32). + oof covering type - (fire hazard). , Foam insulation —protection. 6" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. _ wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). uderfloor tic access and ventilation (Sec. 3205). access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. �- Noise requirements on duplexes. energy design. Flashing at all exterior openings. lk_ CDF responsible area requirements. rl� z�C)O �5 A-yu YJ i {' ve-acG-7 CA-L.CucA-1-1.6i y -P 0--:DMLAC� V- US, 1� S -LL W Y" A. YJ L- FifiLYL 19 L 3l� U I \ 16, s/,� s 6;,(1 ko IL 2.� lzl� D L kz L-L Io Lt o l=s ( K2 166 , AvA i`OY Y- 1 L—YtGE FLU -64. oL Itolzy x �_ 2(--7 Ibs I . rl,u 2n�— 5o31�s1�1 CC�c.= �3�1�s L 0� _ 377 rst-I �� 9Y3 LC - 2f -'7f --S.3(-=- Po.. eMLN-,LL AW E = 2.c) x 095L Z 2cicj--) tis L %1 P. 7 `t Z.ot_ 6U— HA I w.`L ISL- f 2a2. A 5,2 - 31.2 Lc_ = i2,t1 X4U- -2,40 ` /a of .� k iu 'b-A—��-e— pA,-- e --s 4, 5 y �.� ' I kfFv NMS S'vo G: �t� R. LLvISs 0L + -7 o-, (5s LL U„92 � `��K 12 �(cowl S sty_ 7 - MICHAEL MOONEY ........ Use '-' distances for left Title : ......Uniform........ @ Center: CIVIL ENGINEER Trapezoidal ................. Scope : RCE 20647 = 594 plf `�_ Number: 5A MADRONE AVE, OROVILLE CA Misc : = 803 plf 1916-533-2131 Left = Dsngr : Date:17-Dec-92 plf --------------------------------------------------------------------- GENERAL TIMBER BEAM ANALYSIS & DESIGN Page - Flo -------------------------------------------------------------=---------= DESCRIPTION >> GARAGE DOOR HEADER plf Dead >> L= 16 FEET Left = ---------- BEAM DATA ---- Live ---------- DESIGN.DATA---------- @ TIMBER SECTION = ��'Y`-J='�'" LOAD DURATION FACTOR= 1 BEAM WIDTH = 7 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 14 in REDUCE SHR BY 'd' ? Y y/n ft Live = plf Fb - BENDING = 2900 psi' --------- END CONDITIONS -------- Fv - SHEAR = 290 psi FIXITY CODE ----->> 1 << Fc - BEARING = 750 psi 1=Pin/Pin, 2=Fix/Fix ..#5.. ..#6..'..#7.. ELASTIC MODULUS =2000000 psi,-- 3=Fix/Pin, 4=Pin/Fix BEAM DENSITY = 33 pcf 5=Fix/Free Live ---------- SPAN DATA ------------- -------- UNBRACED LENGTHS ------- CENTER SPAN = 16 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = ft APPLIED LOADS ........ Use '-' distances for left cantilever ! ......Uniform........ @ Center: .................. Trapezoidal ................. Dead = 594 plf `�_ Live = 803 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: ...X -Left = ft Dead = plf ...X -Right = ft Live = plf .......... ...... ...... Concentrated............ ...... ...... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6..'..#7.. ..#8. Dead = lbs Live = lbs Dist. = ft ............ ....... ...... Applied Moments .......................... Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 7.000" x 14.00" Beam, Bending = 82.3%, Shear = 50.49% Reactions: Dead Max. Max. M+@ 8.0 ft = 44.704 ft -k Left = 4.75 11.18 k Max. M-@ ft = ft -k Right = 4.75 11.18 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.27 -0.64 in Max. Allow Moment = 54.3226 ft -k ...L/Deft.= 702 298 ...Dist. = 8.00 8.00 ft fb : Max. Actual = 21346 psi Left = in Fb : Allowable = 21851 psi ..L/Deft.= fv : Max. Actual = 146.4 psi Right = in Fv : Allowable = 290.0 psi ...L/Deft.= Max. Shear @ Left = 11.176 k Max. Shear @ Right = 11.176 k Ck = .811(E/Fb)".5= 21.30 Sxx - Supplied = 228.7 in"3 Cs = (LeD/B"2)^.5 = ::MICHAEL MOONEY , Title : CIVIL ENGINEER Scope : :RCE 20647 Number.: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:17—Dec-92 --------------------- --------------------------------------- -----------_— / T I M B E R B E A M D E S I G N Page -----------------------------------------------------------------------1111 Description >> BEAK BEAK >> PORCH ROOF/PORCH -- DESIGN DATA -------1-----I----2•--------3---------4w• ------5-----I----6---------1---- TIMBER SECTION DF 6 X 14 --- -- •-- --- --- ....Depth in 13.5 ....Width in 5.5 Le: Uusupp ft Fb - Allow psi Fv - Allow psi B ksi LOAD DUR. FACTOR Stress Ratio->> -- CENTER SPAN -- SPAN LENGTH ft UNIFORM DL plf LL plf PARTIAL DL plf LL plf X-Left ft X-Right ft POINT... DL LL X-Dist. ft DL LL X-Dist. ft DL LL X-Dist. ft DL LL X-Dist, ft -- CANT, SPAN --- SPAN LENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL LL X -Dist. ft DL LL X -Dist. ft ---- RESULTS ---- Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS,.. Left: Dead j Live Right: Dead Live ---- STRESSES --- 1,300 85 1600 1 0.489 ----- OX --------- OK --------- OX --------- OX ---------- OX -------- OK --------- OR ---- 16.06 31 240 -----1----- I ----2----- I ----3 ----- I ----4----- I ----5----- I ----6----- I ----1---- -----• I---------- I---------- I---------- I ----- ----- I ------ --------- 104.85 8.03 249 1,921 249 1,921 -----1-----1----2-----1----3-----1----4-----1----5-----1----6-----1----1---- Fb.,. Allow psi l 1,283 , Actual psi 628 MICHAEL MOONEY Title : CIVIL ENGINEER Scope : kCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc '916-533-2131 Dsngr Date:17—Dec-92 ------------------------------------------------ ------------------------ T I M B E R B E A M D E S' I G N Page -A) ---------------=------------------------------------------------------- Fv... Allow psi 85 Actual psi -- DEFLECTIONS -- --------38 ----------- I---------- I---------- I---------- I---------- I= -------- CENTER... Dead Load in -0.026 X -Dist. ft 8.0 DL Ratio 1,494 Live Load in -0.199 X -Dist. ft 8.0 LL Ratio 968 Total Defl. in -0.225 X -Dist. ft 8.0 Total Ratio 851 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio MICHAEL MOONEY Title : CI•VIL ENGINEER Scope : RCE 20647 Number: 5A'MADRONE AVE, OROVILLE CA Misc : 1916-533-2131 Dsngr : Date:17-Dec-92 ------------------------------------------------------------z---------r= GENERAL TIMBER BEAM ANALYSIS & DESIGN Page 1107 ---------------------------------=-------------------------------------- DESCRIPTION >> ---------- BEAM DATA TIMBER SECTION BEAM WIDTH BEAM DEPTH LAMINATION THICKNESS Fb - BENDING Fv - SHEAR Fc - BEARING ELASTIC MODULUS BEAM DENSITY ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER ------------- =GLULAM = 5.125 in = 12 in 1.5 in 2400 psi 165 psi r 650 psi =1800000 psi 33 pcf ------------- 16.06 ft f t" ft ---------- DESIGN DATA ---------- LOAD DURATION FACTOR= 1 USE BEAM WEIGHT ? N y/n REDUCE SHR BY 'd' T Y y/n END CONDITIONS FIXITY CODE ----->> 1 << 1=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix S=Fix/Free -------- UNBRACED LENGTHS ------- Le : CENTER SPAN = ft Le : LEFT CANT. = ft Le : RIGHT CANT. = ft APPLIED LOADS ............ ..... ..... Concentrated ...... ...... ............. Max. Actual ........ Use '-' distances for left cantilever ! . ....Uniform........ @ Center:.. .............. Trapezoidal .......,.......... Dead = plf Dead = 660 Live = plf Dead @ Left = plf @ Left Cant: Live = @ Right= plf Dead = plf Live @. Left = plf Live = plf @ Right= plf @ Right Cant: 9.54 11.54 13.54 15.54 ...X -Left = ft Dead = plf _X -Right = ft Live = Plf ............. ............ ..... ..... Concentrated ...... ...... ............. Max. Actual = 2,162 ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8. = 124.7 Dead = 660 660 660 660 660 660 660 660 lbs Live = 705 705 705 705 705 705 705 705 lbs Dist. = 1.54 3.54 5.54 7.54 9.54 11.54 13.54 15.54 ft ...Dist. = 8.03 Applied Moments ................... ...... psi-' ............ ............. in psi ✓ Dead psi r Right = Live in psi ... L/Defl . _ in-# Dist = ft -----------------=---------- SUMMARY ------- -------------��� -- USING: 5.125" x 12.00" Beam, Bending = 90.1%, Shear = 75.58% Max. M+@ 7.6 ft = 22.1597 Max. M-@ 16.1 ft = Max @ Left = Max @ Right = Max. Allow Moment = 24.6 fb : Max. Actual = 2,162 Fb : Allowable = 2,400 fv : Max. Actual = 124.7 Fv : Allowable = 165.0 Max. Shear @ Left = 5.11322 Max. Shear @ Right = 5.80677 Sxx - Supplied = 123.0 k k Ck = .811(E/Fb)".5= 22.21 in"3 Cs = (LeD/B�2)"..5.= Reactions: Dead Max. ft -k Left = 2.47 5.11 k ft -k Right = 2.81 5.81 k ft -k Deflections: .ft -k Center. _ -0.37 -0.77 in ft -k ...L/Deft.= 518 250 ...Dist. = 8.03 8.03 ft psi-' Left = in psi ✓ ..L/Deft.= psi r Right = in psi ... L/Defl . _ k k Ck = .811(E/Fb)".5= 22.21 in"3 Cs = (LeD/B�2)"..5.= /,�>VpY 6' OLL 2, Ccf I ,2L—WL �S �� 3 �� Fno Q VLA-i-:�) pec Pm L,UoL-_ (8)( 1(,'0624 Z�)2) = 140 Ili wlt , (yam) ( I(o'01-7 + I e3 =-. -loci Ids u/sp �'4� k (q -o (a v t:. sti Its V, FwcVL-_ - P V, V&S"�n-rL Z -1 ti lis I G( 1 S -L li s L,P- bL OffZAC z -7 KHS3 2 �O ase (2L"rF- U 4) necLcs L CZE Cs 3 / (9LAIJ 1492 [a,3 LY)L- �S E 12 0 C—nJCzc rl=—Q LAJL-L- z �d CICS �1 �c��Zl aU��lvv!; �w . CO�--ry Rc-*� `� `l�, l 2 _0 sp�i � . MICHAEL MOONEY = ........ Use '-' distances for Title : . ....Uniform........ @ Center: CIeVIL ENGINEER ................: Dead = 140 Scope : RCE 20647 Live = 700 plf Number: plf 5A MADRONE AVE, OROVILLE CA Misc : plf 19167533-2131 plf Live @ Left = Dsngr : Date:17-Dec-92 Live = J ---------------------- ------- ------ ---------- --------- --------------- -1 GENERAL TIMBER BEAM ANALYSIS & DESIGN Page ------------------------------------------------------------------------ DESCRIPTION >> (2( t,j kM Live = plf >DATA C__'Lk1k Max. BEAM 21.5014 ft -k DESIGN DATA 6.01 TIMBER SECTION =GLULAM M-@ 14.3 ft = LOAD DURATION FACTOR= ' 1 BEAM WIDTH = 5.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in ft -k Center. _ -0.10 Fb - BENDING = 2400 psi --------- END CONDITIONS -------- Fv - SHEAR = 165 psi FIXITY CODE ----->> 1 << Fc - BEARING = 650 psi 1=Pin/Pin, 2=Fix/Fix 7.16 ELASTIC MODULUS =1800000 psi 3=Fix/Pin, 4=Pin/Fix psi BEAM DENSITY = 33 pcf S=Fix/Free Allowable = ---------- SPAN DATA ------------- psi ...L/Deft.= ------ UNBRACED LENGTHS ------- CENTER SPAN = 14.31 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = ft APPLIED LOADS ............ ..... ..... Concentrated'..'........... ..... ...... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft ............ .............. Applied Moments...... Dead = ........ Use '-' distances for left cantilever ! . ....Uniform........ @ Center: .................. Trapezoidal ................: Dead = 140 plf Live = 700 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: Beam, ...X -Left = ft Dead = plf ...X -Right = ft Live = plf Max. ............ ..... ..... Concentrated'..'........... ..... ...... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft ............ .............. Applied Moments...... Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 5.125" x 12.00" Beam, Bending = 87.4%, Shear = 76.76% Reactions: Dead Max. Max. M+@ 7.2 ft = 21.5014 ft -k Left = 1.00 6.01 k Max. M-@ 14.3 ft = ft -k Right = 1.00 6.01 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.10 -0.60 in Max. Allow Moment = 24.6 ft -k ...L/Deft.= 1727 288 ...Dist. = 7.16 7.16 ft fb : Max. Actual = 2,098 psi Left = in Fb : Allowable = 2,400 psi ...L/Deft.= fv : Max. Actual = 126.7 psi Right = in Fv : Allowable = 165.0 psi ...L/Deft.= Max. Shear @ Left = 6.0102 k :Max. Shear @ Right = 6.0102 k Ck = .811(E/Fb)".5= 22.21 Sxx - Supplied = 123.0 in -3 Cs = (LeD/B"2)^.5.= MICHAEL MOONEY = Title : left cantilever 1 CJ-VIL ENGINEER 'Scope : ................. 'RCE 20647 plf Number: 5A MADRONE AVE, OROVILLE CA plf Misc : plf 1916-533-2131 Dsngr Date:17-Dec-92 plf ----------------------------T--------------------------------------g---- GENERAL TIMBER BEAM ANALYSIS & DESIGN Page t0/ Live @ Left = plf Live = lL ------------------------------------------ -----------------------------C - DESCRIPTION >> C t,t� wLAA J` PaLTv 2►vh 'FLw�L plf QAC -AT 1 WVQT'. Beam, ...X -Left = ---------- BEAM DATA ------------- Dead = ---------- DESIGN DATA ---------- ...`X -Right = -TIMBER SECTION =GLULAM Live = LOAD DURATION FACTOR= 1 BEAM WIDTH = 5.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in ft -k Fb - BENDING = 2400 psi --------- END CONDITIONS -------- Fv - SHEAR = 165 psi FIXITY CODE ----->> 1 << Fc - BEARING = 650 psi 1=Pin/Pin, 2=Fix/Fix @ Right = ELASTIC MODULUS =1800000 psi. 3=Fix/Pin, 4=Pin/Fix -0.49 BEAM DENSITY = 33 pcf S=Fix/Free 24.6 ---------- SPAN DATA ------------- ...L/Deft.= 1739 -------- UNBRACED LENGTHS ------- CENTER SPAN = 13.77 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = ft APPLIED LOADS ........... ...... ....... Concentrated ............ ........ ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft ............ ............. Applied Moments ............. ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = ........ Use '-' distances for left cantilever 1 ......Uniform........ @ Center: .................. Trapezoidal ................. Dead = 156 plf Live = 650 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: Beam, ...X -Left = ft Dead = plf ...`X -Right = ft Live = plf Max. ........... ...... ....... Concentrated ............ ........ ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft ............ ............. Applied Moments ............. ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 5.125" x 12.00" Beam, Bending = 77.7%, Shear = 70.22% Reactions: Dead Max. Max. M+@ 6.9 ft = 19.1034 ft -k Left = 1.07 5.55 k Max. M-@ ft = ft -k Right = 1.07 5.55 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.09 -0.49 in Max. Allow Moment = 24.6 ft -k ...L/Deft.= 1739 337 ...Dist. = 6.89 6.89 ft fb : Max. Actual = 1,864 psi`' Left = in Fb : Allowable = 2,400 psi"'-...L/Deft.= fv : Max. Actual = 115.9 psi !�, Right = in Fv : Allowable = 165.0 psi ...L/Deft.= Max. Shear @ Left = 5.54931 k Max. Shear @ Right = 5.54931 k Ck = .811(E/Fb)".5= 22.21 Sxx - Supplied = 123.0 in^3 Cs = (LeD/B"2)"45.= couwY BUILDING DEP TTS DEC 1 7 1992 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT BY DATE S -- /Q J K h i- oar_ (p 0 /3x0- "135-0 17 ry) JOB NO SHEET I OF_2 w /Z to 0 4Z- 4/42 �ur� oounrnr:�,-,:, MAJOM DWMTMW APPROVED 6/7 /2/?3 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 r r)� ? 1 po / Ir PROJECT 60 /�,F ZVZ BY I/•�rVC DATE ��/�7 JOB NO. SHEET 7 OF rn ry) rn .w �1 `a �� rl. (r% ° ) ^ '.f 7) 12$51 r 3 �h xIz h z 5 r.IS3 C.o • M.5 2(zoo m a x PNAclGFII i L - IU IZS x Lo rn }rY1 rn z I1-7 (j SG?) (,. �2 Y,, 0 G , LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 art • c roo 7,6 z ;K7Z, 1,1`1 2) PROJECT CP / 5Z?7N11 ,,A,7C, BY r ,sTe'A�Yd DATE'" ® - Alo JOB NO. SHEET OF�_ 2 Z ' MA {-oxp ' I�Jite`I-, �)AC-(L;ce'•�,U l.. �> �-� U..? � �. J"►a �) i- � -. o • �q. Q' y-�'p.tiZ� Sapp 7I4 IL ,42 -Ij2I �„�71 ---T—J0�133HS CC!! 'ON 80f 31110 C^- / AG cJ / 103r0ad ly Xc->-Z ItXn)e k . clad c CYC X • ,u,I — „11n�1n1 '1S1S�7� , a �V rc Iz Z� x ewe t+l7) Y:� ZZ80-1L9 (916) XVI 8001•TL9 (916) 16656 Vo 'Allo V8f1A G8VA31noe AVO 3AI1 BOOT SH33NION3 '11A10 000 V NIIHDn`d'i 'rt 9 U 'lWw -� 1e.�s3�1 lwl�J ,42 -Ij2I �„�71 ---T—J0�133HS CC!! 'ON 80f 31110 C^- / AG cJ / 103r0ad ly Xc->-Z ItXn)e k . clad c CYC X • ,u,I — „11n�1n1 '1S1S�7� , a �V rc Iz Z� x ewe t+l7) Y:� ZZ80-1L9 (916) XVI 8001•TL9 (916) 16656 Vo 'Allo V8f1A G8VA31noe AVO 3AI1 BOOT SH33NION3 '11A10 000 V NIIHDn`d'i 'rt LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT to f� /�/��O��C% Cd. ��c.A-10 BY �_ DATE JOB N0. _ SHEETOF Gv/ �;VrlU� oiJ /o IV Zo60 x 9 3 l L2 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PRC)-]FrT It'—�G410voc, wou, -10 -'? 3 BY DATES JOB NO. SHEET �f OF '? 10 155 075 07 /,5 -X 5A 11(2 0340 (ZOS Z —/35 U:z 3/Z moor I Z) 34-1A V 10 _t u'RY LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 6710822 PROJECT It BY �l.�er'l `i�'�j°{' DATE5-0- /•3 JOB NO. SHEETOF 1.1171►-� h (� �Gv0 Alr FizI/C�33-f 579)X,Z5X¢ �iOGo� l 2 /00 X /x ! _ /Dry , 7 Z 70ro sscuc�' -- Zva x..677 13�� > LAUGHLIN & CO. I: CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT Cp A%- llyyeoj llhr..L, BY �../� ,-'� DATE P JOB N0. SHEET I OF oin . r p 2. /Z z 1 4-L ?I:, 0� , co, BUILDING DIVISION _ - DEPARTMENT. OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 53&7541. FAX: (916) 538-2140 Novmeber 22,.1993 Andrew Pires RE: Building Permit # 92-4142 P.O:.BOx 662 - Expiration Date 12-29-93 Gridley, CA 95948 A.P. # 069-190-025 Dear Mr.. Pires: With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: Permit work started, but not completed. Permit may be renewed for z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional -year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville _ office. Thank you for your prompt attention concerning this matter. Yours very•truly, JFG:hla J:F. Glander cc: Building.Inspector Manager, Building Inspection 'Attachments: . )q Renewal Application Owner -Builder Information Owner -Builder Verification _ Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 4f L?2 q1cQ E*CT T"1008 AUGHLIN & CO. IL ENGINEERS BYcc 9 �s 93 LIVE OAK BOULEVARD YUBA CITY, CA 95991671-1008 FAX (916) 671.0822 B SIO. • '•/' 1 No. R 333 $ ^' PE O< ca,`'�o* Tt- 2� F sI 1 U`y f IC • ! �� 'vVL, t � i t ! G. Iy.0 i 4o S)( "a /%-cs 2-6c- `lav r i 60 15 �rL "3 z 4 114 cc ST/ i COUNTY VILDING DEPAAMW �--`"� APPaOVE0 6 L- ' LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 PROJE BY JE DATE li7" - B NO. SHEET OF �- t fluiLMNQ A rim (,✓) 3 -13/¢X111 M� (E) Dec �' c/J fkleX5 T f2/MM&'25 BUILDING OEPART IT— C) �16N(� STG 3-2x6 7�zr� //g X 12 Gt$ c/J fkleX5 T f2/MM&'25 BUILDING OEPART IT— #zJ2 - 4142, PIH�S Or, q -- 190 -0zz; CNl JFK 91,71g3 3 - l 4x// l �� (Pek 69V6 (0�5 101m612S 3-2x6 7�zi� //g X CN) (0�5 101m612S Ci L RMA) CDA)rg. 6 ?,S- 372% TJX 3C� J/XII/S �e-7-= 13a9+395+ 44-1 a151 w -- 0/5 1/ /- = 16 i Gv� - 13 2g x 1412 = g12 pr 254 W T _ 1416; = 253 P _ Z �s� 1415: 2 qopl C 44 2154 m 61900 7V socvE 13 RESIDENTIAL 069-19-0-025 92-4142BPEM PIRES, Andrew II% 14 Bass Court, Oroville�� !? (new single family) / n j2 9/93 1 z , i✓ y} 7-e F1AM OFFICE COPY Address GAS Date r { Meter By r lL E= M ,r Address i' �y Date ELECTRIC Meter By Date JOB FINALED (Date)— Signature Date)`Signature k VZ O 12 0 %I OK O = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except If'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. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except 1Ys 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.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except If's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except tf's Zon ing-Setbacks-Easements-Flood-Slope 55jW_Cq2r 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped I 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.: Fall-Fittino-Test-2 Wav C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test I 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL BING (Permit),OK except h's 6. Vater Htr.: Vent -Access -Combustion Air -Baffle -------�/- `------------- mbusti n Air - ------------- -------- Water Pipe: Test & Anchor -Nail Protection --------- -- g ---------------- ----- ----- 18 D.W.V.: est- ittin s & Anchor -Nail Protection ------------ 4F9. Shower Pan: Test. First Floor -Tub Access -----------al--- -------------------- --- -- 20. T_est Tub & Shower. Second Floor -Tub Access Gas Pipe: Size & Anchors ------.�-"-/-z� -- -------------A. --- ---Date ---------- Card B ------------- Date C Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's ' �2. ^Fixture & Transformer_ Clearance -Ins. Protection --- --- yrs. Elec. Receptacles Spacing -Lights &Switches at -Doors ------------ ------------------------- ------------- --------------- /,fir.-Size Boxes & No. of Conductors -Stapled ------------------------------------- ------------------------ Romex Installed Close to Edge of Studs & C.J. •----------------- --------------------------------------------- ------------- - E ip Ground made up w!Mech. Fasiners-Bond Gas & Water ---------- - ----------------------------------------------------- 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------------------------------- 28. Subfeed Wire Size ! ga. Cu or AI-A.C. Wire Sizer ! ga. Cu or At -------------------------------------------- -- --------------- - -- 29. Range Circ. ! r ga. Cu or AI -Oven Circ. Insulated Neutral 0 YesO -- -- ----- IJQ. Service -Riser Conductors & Ground -Main Disconnect --- ---- - - --- - ---------------------------------------------------------- ------------- ------ - 31. Equip. Clearances Panels-Motors-Mech. Equip. ---------- ------- ------------------------------- 2. Clothes Closet Light -Shower Light -Spa Light -------- -- Smoke Detector ------- - ------------- -------------------------- Date! �� Card B_1 }j Date Card B-1 '�J ------------------------------------------- Date Card B-1 Date Card B -t Date ME ANICAL (Permit) OK except h's 4. C. --Du------cts Insulation &-- Support- ---------------------------------------------- 5. ent Fan: Exhaust above insulation --- - --------------------------------------- ------- --- 6. Condensate Drain & Overflow: Size & Grade (�,27/F�fr�ance-Vent: Access -Comb Air -Return Air Vent- 1 15 -outlet �3d Attic Access & Platform if Furnance in Attic ------ - -- 53---- B--------- - - ---------------------- ----------- Date - Card -1 Date Card B-1 ---.� ' ---- -. -SIA --------------- ----------- Date Card B-1 Date Card B -t Date FRAMING (Plans) OK except h's tal'Sils. Proper Material & Anchors ------- ------- -- - --- ------ -- - ------ -- --------- W IIs Studs -Nailing. Spacing & Bracing -Plates -Sound ------ --- - - - ound------------- --------------------------------------- ------- Bearing Walls over Girders & Floor Nailing - - - - -- ------------ ------------------------------------------------------- *2- Draft Stop in Walls (rat proof) - . - Fire Stops: Furred Ceilings -Stairs -Chases -Tub --------- - ------------------------- Headers & Beam -Size & Bearing & Duplex) Date_FRAMING (Continued) Hangers -Post Caps -Anchors -Connector 4 Ing. Joist-Rftr. ties -Pu rlin-roof Bra ru Shthng.-Rfng. r place Ties or Type A Flue -Fireplace Throat clearance /Atttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -----qx� t�drm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ __Garage Fire Protection Framing _ roperty Line Firewall & Openings - - - -t Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -- -- Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ _ Siding -Nailing Veneer ---- --- 56. cco Mesh -Drip Screed -Fd. Vents-Underflr. Access liS1. Glazing Area -Glass Protection -Skylights- Plastic ` 58. She Walls Nailing- Its. a Ceilings 60. Infiltration -Walls -Windows Date % Card B-1 i Date _ Card B-1 Date Card B-1 Date Card B-1 Date 7 FINAL (Plans) OK cept ti's 1. E .Steps -Door & Sidelight Protection -Landings _ oke Detector 6 . urnace: Vents -Clearance -Comb. Air-Conneclor- In age: Above Floor -Ducts -Meth. Protection ---------Be room Exiting - G.F.I. & Bath Fixtures & Tub Access -Spa r . Elec. Trim & Subpanel: Breaker Sizes & Labels _-__ .__Stags & Rails_--- ------_- -p9 8 eplace or Stove: Clearances -Hearth ec. Outlets at Wood Panel; Int. &Ext. i Fixi_& Appliance: Grnd.-Air Gap -Cooking Clearance a -7i. EOutlets & Receptacles at Kit. Counter ---- WI -6a -rage Fire Door: Swing -Landing -Closer ------------------ - - - ---- uc in Garage -Damper Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. I Garage: Above Floor-Mech. Protection Plb. Elec. & Mech. Equip. Listed for Location 7 ec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------- --_ Foam- Looked in Attic 0 Yes - - -_ Gu rd Rails & Deck -Construction -Post Caps Fdn Vents rawl Hole Door -Drainage & od Earth Clearance Looked under Floo es ------ -------d dj- er -- ----- 80 Following instld.: Drive es No: Walks es No; Planters ❑ Yes No -- - - - --- ---- o: B wn-Finish------ -- - A. nit; Disconnect. Electrical, Plumbing Vents Above Roof: Plbg -Appliance-Fireplace.-Clearance to Openings H-9+5connect. Electrical. Plumbing - - --- k-165.- rior Elec. Trim: G.F.I. Receptacle -Underground Ven ti - ----- on ro Thughout House ...... ... - - - --- --- -.� -lass Protection --------- --- -- ------------------------------ ------ 88. C ctions from Previous Inspections ----- --- -------------------------------------- Gas Test -Meters Tagged: Gas -Electric ...... --- (90. ater & Sewer Connected -C/O to Grade -HD Approval-- 1. Energy Compliance Certificate -Other Certificates DateCard --1 Oate Card B -1j - --... - ----- Date - ----Card B_t ------------ Date Card B-1 Date Gard B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �- 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. -� �// 911� ASSESSOR PARCEL NUMBER . 069-190-025 Z NTNG RT -1 BUILDING PERMIT OWNER Andrew TELEPHONE 846-5136 SQ, FT. I OCC. BUILDING VALUATI OWNER'S MAIL NGSA DDRESS Box 662 Gridley 95948 2,243 R 121,122.00 1,292M'r 23,256.00 CONTRACTOR'S NAME TELEPHONE 1,562 C 20,306.00 CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ f LENDER'S MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ 832.00 ARCHITECT OR ENGINEER LICENSE No. Pian Checking Fee $ 41.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $1,283.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 16 5.00 60.00 Solar or heat pump water heater 20.00 LOT NO. 56 SUBDIVISION NAME KR #3 PARCEL MAP 43-44 Water piping 1 7.00 7.00 Each qas water heater or vent 1 7-001 7.00 USE OF STRUCTURE SF [i Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.001 5.00 Building sewer__15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New[] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 BEdroom New Single Family Garage & Carport Permit Fee$ 10 .00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 1 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under p ❑ provisions Of Cha t. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Q I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. ! DWELLING OCCUP.Et\ 3.54sq.ft. 123,75 OR ADDNS. \ ACC. BLDGS. // NEW CONSTR. ULT'.OUTLET NON-RESID BRANCH CIRCU, ITS @ 5.00 (POWER APPARATUS &) 1 SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES20 75 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.) 3.00 Temporary service 1 15.00 1,,.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 172.25 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Split System 1 ki.00 11.00 Cooling Over 3 Ton 1 16.50 16.50 Hood 1 6.50 6.50 Ventilation 1 4.50 4.50 Permit Fee $ 53.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in c nsequencejql7e granting of this permit. XC Date �` 1- Signature of Applicant - Owner Contractor ❑ Agent ❑ T© ,S-, An OSHA permit is required For excavations over s'0" deep and demolition con�tl ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 oc 3 R CON YPE V1V �7.7 I TOTAL FEE $ 16 .7 HAz DFEES IMP FL000 cOF PARP D Iss This permit is hereby issued under the applicable provi- O�yr ns of the Butte ou Code and/or resolutions to do ork indi ed a or which fees have been paid. R OF PUBLIC WORKS v Date/L- PERMIT EXPIRES Date Receipt No. PC 129855 $-.92.50// 1303-76 ,z5 rdp�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPECTO . EN D ICANT e ER *+...._ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 2.- �'-//4/x- PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. IsI b Gt .rl Ct k S �S K,uJ o 4 Jc IL, B •v 4a, s (, a s -4csl d l< Dated' Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE z 1// C/ z -- PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i—sp i ra S jjL- Date / Inspector y¢ - REV 10/92 Ittstlii111nt1 C:ottillento Numtxr end Sutet Ciry -- County vie ��—•—�—r ___.___._._.t _ Description of li>Istrtllrltlon �u noon - At ttr.►inl —� 0mnd Neme thickness (inches) Thefmal (tlsl.ttsnee (it•Vttlue) — CEILING ; Elate nr titanket Type thickness (lnclteq r 4ho"ne1 Retlstenee (R•value►n Lrx►se Fill Type i iher Ici a_ _ RranA Name Crrt'ainLeed Cnnnaclm's minimum instaltd weigh ib MinimllM thtcknr'.!s r/ Inchrt + M na(acturer's Insmiled weight pet Sgo:tte root to k.1tivg't?tetmgl t(esisiance (R•Value) �C j m r-nion WALL Alateriat _ __ Fiberglass thickness (inches) P� — q nAISi=O FLOOn Material—1'.�be'r>±l.aS.S thickness (inches) IV r SLA[t FI..Oon Materia _ thickness(inches) Width (inches) FOUNDATION WALL_ Ataterial _ thickness (incites) Declaratlon 11mnd Name r. La it ec•d 1hetmal ReAStertcLee R-Wiie� rltand Nnrnt* ..1rYL�Litlli:dL_.... Thermal Resistance (R -Value) —_— nrattd Netne . ; thermal Resistance ( Vnittn)_--�` [M -Ind Nome Thermal Resistance (R•Vnioe) I hereby certify that the above Intolitiori wit Ltit(Aled in the bulIJIng !At Ute shove location In conformance with the current [l mInIst Energy CJ(it envy StandAtds Cor ne'w W-11dentiei buildings contrined in Title 24 or the CalifornlA Administrative Code. •��• •••• ClenueE Cenneetet (Duildd) Sirrttn►re tttttrE tete •-•`". Ilnwklns Industrie, the. Sub -Cot 11A11N) - SIR►tentte .. , ... �.kerere Ntanber .r bite 622184 _ ' rl_Icertse Number Ile COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLF, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER k 6W I ES A. P. No. 0—No -o25 Proposed Building Use .r- Building Inspector, Date // Z`/ -9Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY �1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... ngineered truss details and layout in duplicate (required prior to plan check). .... _ �9 obilehome data and manuf ctuyer's�n s Ilation instructions, 2 sets. ........... 0. Fees of $ "` 5 Naar -t o(� 1?�/��. � �' 3 C� .� f . / Z -7!? - S? Zk2 11. Impact fees as shown on attached ...... -7- 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by Cali o sneer . .......:::. . 14. Sanitation and plot plan approval e�Department...... /Z- -iZ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 118. Contact Land Development about (A) Improvements (B) Drainage. ......... . T 19. Driveway permit (construction approval required prior to occupancy). ...PR�� a on Rq1 ZKO ue 20. Pre -inspection for required. . . to Building Inspector (Date) 21. -Contractor's license information. (No., Name Style, Classification) . ............. . 22; certificate of Workmans Compensation Insurance . ................:...... . wner-Builder Verification (Given to owner X Mail to owner ). . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. -Z 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and,(B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whenyou issue the permit, process as follows: Mail to owner. Mail to contractor. I Telephone49C/4511(and hold for pickup at office. Deliver with inspector. Other Parcel Creation , , !%" Acreage Applicanty '�L ate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air PollutiA Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance:rircleynew 1. Index permit for above items No. 2. Additional items required: checked above). Contract , designs ow was dvi d of above required data by phone _mail Counter byp`�SDate Zg Contract! , signer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by_ Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works - - TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance ,I�.e,) A�, -ey 1 6,-- 0' owner location Driveway permit / �d si ature AP # has been issued for the above property. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 A�11���1rt ) P/9 /\ A . P. N0 . �� - cl U _ C�� ?ROPOSED BUILDING USE S If DATE2— REC. # DATE REC School Distric Fees Mo 6ZZA 1 (paid at District Office) Sheriff Fees (paid at Building Department) Residential ®7 X =$ unit amt. Commercial(per sq.ft.) R =$ se.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) % =$ n units amt. Commerical(per sq.ft.) % _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other 13037 /Z-zi S,, At time of permit application, I was advised the above fees are required to be paid prix= to issuance of the permit. APPLICANT DATE PERMIT NO: 74_92 Lake Oroville Area Public Utility District 1960 Elfin street OROVILLE, CALIFORNIA 95966' 533-2000 TE DISTRICT APPROVAL AND COUI DINNTY DET VERIFICATION OF INSPECTION UEC 2 9 1992 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: December 29, 1992 Applicant: Andrew and Dorothy Pires Applicant Address: P.O. Box 662 Gridley, CA 95948 Applicant Phone No.: 846-5136 Property Location(s): A. P. No. (s): Fees due: 14 Bass Ct. Oroville, Ca 95966 Kelly Ridge Estates Unit #3 Lot 56 69-19-25 $900.00 LOAPUD Regional Facility Charge Application for service approved: xAKE-0RQ A E REA 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: Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the, Butte County Code re,quir-- 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 incon- veniences 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. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All That real. property. situate in the County of Butte, State of California, described as follows: Lot 56, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 3", which Map was filed in the Office of the Recorder of the County of Butte, State of California, on July 26, 1974 in Book 43 of Maps, at Pages 44, 45, 46, 47 and 48. COUNTIV OF SUTTE BUILDING DEPT DEC 2 9 1992 Date: 12-8-92 PROPERTY OWNERS: AnAtew 0. Pir Dorothy T. Pires it State of Calif. ) On this the -8th day of, Decembe 19- 9.2 before me, the SS. undersigned Notary -Public; personally appeared County Of. Butte ) Andrew J. Pires and Dorothy T. Pires OFFI CIALEAL ❑R Personally known to me. O Proved to me on the basis M CHWS of satisfactory evidence. .NOTAORNIA to be the persons) whose name(s) are subscribed to the within instrument and acknowledged that they ` My com16.1993 executed the same for the purposes therein contained. IN WI'A-E SSSS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 069-190-025�j I G4.,cJt6 No ry Public 0594p0 92-059400 92-059400 92-0594001 Rea Fool 5.00 1;�IChock Recordod A, Official Records I �T-92059- Count ►01 -1 _B Candac;ac Grubbs I rdier 1 1 10:52 9 -Dec -92 I PURL XX . o� 0 0 101 I oil BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One ,Form Per Building) School District -090, LLLAE/0)e 1/ Building Department No. A.P. Number 69- /90 -0 -ZS' /0-0ZS Jurisdiction City [ County Property Owner 8A/D R 0(AJ )DI R E S Property Location/Address / L/ 13)9 S.S G Tr 09c Subdivison Residential Development Commercial/Industrial Building Departen ep No.of Living MHI Units �w r.. it e'3 � � :r=+" F..✓ New COUNTY OF BUTTE BUILDING DEPT DEC 2 9 1992 No. Sq. Footage ZZ 9 3 Addition (Group R) 0 Sq. Footage Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) //- z V -n �-- Date District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 9/- 902 -/ by payment of $ 3100. qs representing o2 r2 4/3 square feet. School District Representative Paid by Check Number Remarks: Bank Number /L 8 217 Paid by Cash Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is. being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact. on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkt (4/92) Certificate of Compliance: Residential Climate Zone 11 BUH,DING SHELL INSULATION Component Insulation LocaiaorVComments Tvoe R -Value (Suic..to garage, typical. etc.) — Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. Floor. ..... Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type interior Exterior Overhang Framing Type North ( )�Z �!� (— ✓/C�t�•(,� North ( ) East ( ) East < ) South South ( ) West ( ) 40_ West ( ) Skylight....... 0_ THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile. etc.)' (SO (inches) LOcation/Dcscription (kitchen. bath, etc.) HVAC SYSTEMS Minimum. Duct Type (furnace, air . -Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (S& SEER.HSPF) (attic, etc.) R -Value - (Btuh) (or approved equal) o !�- --42 7 // s• ,Z Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Maildatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measam regardless of the tnrmplianc�e , approach used Items marked with an asterisk (*)may be superseded by mere stringM compliw= requtremrntslisted on the Certifirsts of Compliance. When this Checklist is incorporated into the permit doeunhcats. 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 an this Backlist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R.19 weighted average. §2.5352(bY.. Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R.I 1 weighted average (does not apply to exterior mass walls). 62.5352(ky Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 perm/mch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditiorned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathersaipped: all joints and penetrations caulked and sealed 12-5352(e): Special infdtration barrier installed to comply with §2-5351 meets CEC quality standards. 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built rtreplam have: a Tight fitting. closeable metal or glass door b. Outside air intake with damper and conal e. Flue damper and control 2. No continuous burning gas pilots albwod. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach takulatiora. 12-5352(h) and 2-5315: Setback themosas on all applicable beating systems. 12.5316(a): Ducts constructed. installed and insulated per Chapter 10.1976 UMC. 12-5316(b): Exhaust systems have damper controls. 62.5314(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 blaoltci (R-12 or greater) or combined interior/exterior insulation (R-16 or greater)*. fust 5 fees of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return do recirculating piping. §2.5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water Inlet e Lighting and Appliance Measures 12-5352(1): Lighting - 25 lumens/watt or greater for genual fighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(x): Refrigerators. refrigerator -truc=es. imerers and Uuoresceant lamp ballasts certified by the CEC. Indicate snake and model number. COMIPLIANCE STATEMENT This certificate of compliance lists the Wding features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter 2. Subchapter 4. Article 1 of the Califomia Administrative code. This certificate has been signed by the individual with overall design respansibtlity and the buildirig owner. who shall retain a copy of it and'transmit the certificate many subsequent par 1imr of the building. Designer Name Titwum Address: Telephone: Lic. 0: (sipatute) (date) Documentation Author Na ic: TitwFum: Address: Building Owner Name . TItWFirm- Address: Te�kp/la�rtc lY� /A`o (si�rtatttre) (date) Enforcement Agency Name Age Tekpfwtmz: Ceiling Insulation e. Wall Insulation Single- Number of stories -46 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 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 e. Wall Insulation 1. Raised Floor Insolation Insulation in Floor Single- Single - -46 R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -6 -3 -2 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 1. Raised Floor Insolation Insulation in Floor 0.60 -144 Number of stories -46 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 -11 , -6 -4 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 ' 0.08 -11 , -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 _ 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 .1 Number of stories -1 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 . Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 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. Inriltiation (Air leakage) Spaeifieation Points Standard 0 6. Glass Heat Loss Total -14 -48 a . U -value 16 Percent -42 (Percent =law 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 5 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) -14 -48 a -64 Effective Pee Glass 16 -12 -42 (Percent =law x SC) -55 Effective 14 -10 35 -50 %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 9 3.5 2 8. Shading (Shade Closed) Effective Percent Glass (Parent slaw x SC) Effeciw !LGba NoAt East Sw* Went SIwW 18 -14 -48 a -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 ria 12 3 -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 _W 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na - not allowed 4 6 8 8 9. Interior Thermal Mass Interior Sbvle. Slab Floor Raised Floor Mass Family Stories MUN Mass Stories Attached /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 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 Wall Sbvle. SuVle- Sum of 15 16 or Family Family MUN 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 11. Heating System SE or 73SPF (assumes duds In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,•tn SEER . (assume; ducts In attk) Sun of 7.10 45 or .2410 0410 -4 In Sum of 15 16 or SEER lees -15 5 -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 20 17 14 Effective SE or HSPF . 9 6 (SE or HSPF x duct efficiency) 0 Effective -25 or -24 to -14 In 410 46 In 16 or SE HSPF less -45 5 +5 415 more S1::n of 7-10 0.30 2-75 -73 -U -56 -47 38 -30- 0. 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22- -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,•tn SEER . (assume; ducts In attk) Sun of 7.10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family lletacbed and Attached 45 or .2410 0410 -4 In +6 to 16 or SEER lees -15 5 +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 0 Effe4tive SEER 6% HWR -18 (SEER xduct eRiclencr) -7 -6 - 40% S1::n of 7-10 - -25 -16 Effective -25 or ,24 to -1410 -4b 46b 16 or SEER less -15 5 45 +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 8 120 30 26 22 18 14. 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family lletacbed and Attached Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Unit Size (s9 3. Water 4. ;199 120 1201' 1700 2200 2700 Heater credit or .1 to to to • or Type Type less 1699 2199 2699 more SG None '0 0 0. 0 0 or Solar 12 '' 8 6 5 4. HP -HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5 4 3 _ .3 SE None 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 6% HWR -18 -12 -9 -7 -6 - 40% WSB._ - -25 -16 -12 -10' -8 76% 'p% POl) -9 __712 -9 -7- -6 IG None . '-5 3 -2 -2 -2 1.7 Solar 7_ 5 - -4 3 2 3.2 POU 3__. 2 1 1 1 IE None -28 19 -14 -11 A 0.6 Solar 8 5 :4 3 3 21 POU -10 -6 -5 -4 3 3.5 Multi-Famiq (individual units) 4 4.2 4.4 4.6 (` �] 5.2 water 20% 699 700 120 1700 2200 Hester Credit or b b b or r Type Type lm 1199 1.699 2109 more ,. SG None 0 0' 0 0 0 or Solar 14 7 5 4 3 HP HWR ____9 22 5 3 2 2 32 WS8 9 4 3 2 2 4.7 POU 9 5 3 2 2 SE Note 45 -23 -15 -11 -9 2.2 Solar 2 1 1 0 0 3.6 HWR --23 -12 -8 -6 '-5 5.1 WSB -25 -13 -8 -6 -5 _ POU -23 -1,�_-8 5 -5 IG None . -8 -4 -3 2 �126 ae 4 42 3 2 1 5.1 -POU 5.5 1 0 - 0 0 0.9 E None ; 30 -15 -10 -8 2.6 Solar = 18 9 6 4 4 4.1 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 North, Interior Mass/CFA East c. South d. West e. Skylight . n►[ 2 emu ' I1.1riuf11C•..i: Ie.eweN .1_10) t TYPO I AS MS WINC 6 4.2, is: used slab ) 0% 6% 10% 15% 20% 25% 30% 35% 40% 45% SO% 55% 60% Eft' 70% 76% 'p% 85% 90% OS% 100% 105% 110% 115% 120% 125•. 0% 0 02 0.4 0.6 0.8 1.1 13 1.5 1.7 1.9 21' 23 25 2.7 29 3.2 3.4 14 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.6 1 1.2 IA 1.6 1.9 21 23 2.5 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 IA 1.6 1.6 2 22 24 27 29 3.1 3.3 35 3.7 39 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 32 3.5 3.7 39 4.1 43 4.5 4.7 4.9 5.1 5.3 56 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 .50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 32 3.4 3.6 ae 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 S.8 6 62 6016 1 1.2 1.4 1.7 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 " 4.6 4.8 S 5.2 S.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2.6 2.8 3 32 9.4 36 3.8 4 4.3 4.5 4.7 4A 5.1 5.3 5.5 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 23 2.5 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.S 5.7 5.9 6.1 6.3 6.5 so% 1.4 1.6 1.8 2 22 2.4 26, 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 54 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 5 5.2 54 16 5.9 6.1 63 65 67 9M' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 ae 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95Y. 1.6 1.8 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 6.9 100Y. 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.e 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.0 6 6.2 6.4 6.6 es 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 34 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 24 20 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 1.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.0 5 5.2 S.4 6.6 58 6 6.2 6.S 6.7 6.9 7.1 73 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.0 4 4.2 4.4 4.6 4.9 5.1 5.3 6.5 5.7 6.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. Notch b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a.. North, b. East c. South d. West e. Skylight r 9. Interior Thermal Mass �10. Exterior -Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures 2 "�V or R -value [38] U -value [0.030] W- or R -value [I1] U -value [0.098] Or R -value [ 191 U -value [0.037] or R -value [0] F2 factor [0.77] Type [double] U -value [0.65] 96 Total Gliss [16] % Glass SC Eff. % Glass X_ ..Z. yS ' X = 7, (l , /_ . X D x S= Eff. S% ss X X .- X - Q U X TYPE 1 MASS AREA e Interior W- ss/CFA COND . FLOOR AREA TYPE 2MASS AREA Q $ Exterior Wall Mui 1 . R A . 2.1 X SE or HSPF Ata Efficiency [0.78] Effective SE or [0.7216.6] d__ HSPF [o.S615.151 I X . 0 sT ER o SE[9-S] Duct Efficiency [0.74] Effective SEER [7.03] 0_ Type [SG] Credit [none] Point Total: Point Scores 0 4-1 Sum 1-6 Sum 7-10 -4-3