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HomeMy WebLinkAbout040-470-0151 1� 1 11 'IT _ 40-47-15 ANTHONY SAVAGE 18 Gold creek Way, Chico Pcrmid[22�i0-8��5 F(P1P ,� plbg for well & -future-lot --d-6v)---- - ' 040-470-015 93-4040 MICHELS, FRED & SHEREE CONT: GAN CONSTRUCTION .18 GOLD CREEK .WAY , CHICO' NEW SINGLE FAMILY &%.2641 00-470-015 - Hvp c. SO1 V sysim) CSc0n�ied)i Mje-bet, SWet � con+R : S c Heal itl & P raft RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 99— 404 On OWNER 1 VI I C.eEL'r'n A.P. # 4o — — Plan Checker — GENERAL oning requirements: '••(sideyards and number of permitted living units). Va dation. ans signed by designer. Proper description of work on.application. Sxisting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). rded notice of violation. PLOT PLAN A!—Complete parcel size and dimensions. wetbacks, sideyards, easements, etc. 3.v --Other buildings or structures." -4---or-ading, fills, drainage. ood hazard. pecial conditions on creation map, ustible, and foundations). eq--­FAU & FAS road setback. (noise, CDF, fire sprinklers, non—comb— wilding or utilities across lot lines (Record form). FL OOR PLAN omplete to scale plan with dimensions. windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). 7' GFCIs in baths, garage, kitchen, and exterior outlets (Article ight fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. 210-8). for main— Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 1 arage firewall, door size, and closer (Sec. 503(d)(3)). 1 1 — 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. 1 Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTU-RAL DETAILS 1. Standard bracing or engineered design (Table 25V) dual shape, size, or split level house requiring lateral design. 3. erestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. oundation plan complete enough to construct building. . mor construction details complete enough to construct building. V?/ Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. YT replace construction details and talcs if necessary. ,/after ties or bearing ridge beam. 14'._,�;eyage door or porch header sizes. 12: Stud heights. ,r-I—Adobe soils — special foundation design. Retaining walls requiring design. a1.Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS JTEMS'TO LOOK OUT FOR '+ ]� Stairway'details: I'andings, rise and run, head clearance,' handrails (Sec. 3306). Qtiardrail details (Sec. 1711 & 3306(j). VV„Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). Foam insulation - protection. 8. 36” halls and stairways. g area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 1 exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 Attic access and ventilation (Sec. 3205). 1 Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. 1 se requirements on duplexes. 1 Energy design. 1 F1>shing at all exterior openings. ]EDF responsible area requirements. A & Q ENGINEERING 7-Q& =�. Civil Engineers 1280 E. 9th Street Chico, CA. 95928 0'ik 893-0631 6'4*cp vp� January 5, 1994 Building Official County of Butte 7 County Center Drive Oroville, CA 95965 Re: Flood Plain Elevation for AP No. 040-470-015 Gold Creek Way Nash Gentlemen, Please be advised that I have determined that the 100 year flood plain elevation at the subject parcel site is 207.75 U.S.C. & G.S. datum. This determination was made by setting the flood plain elevation 7 feet above the channel bottom of Commanche Creek as directed by the FIRMA letter to Butte County dated.Novem- ber 22, 1989. The attached plat indicates the property location. Existing ground at the proposed building site is at elevation 206.70, U.S.C. & G.S. datum. A temporary bench mark, at eleva- tion 205.16 U.S.C. & G.S.. datum, has been established on top of the face angle anchor of the drop inlet located at the rear of the Gold Creek Way cul-de-sac. Finished floor for habitable buildings should be 2.59 feet above the bench mark�to be at or above the 100 year flood plain. Sinc�rel Mar E. Risso RCE 24016 Exp. 12/31/97 MER: ch Encl. cc: Nash ., �OQPpFESSlo y c7 No. RC_ 24013 r w FYI cc EXPIRES 12/31/37 d►�, CIVIL. 0 OF t AL1F .. 1+Q J \i i. • ... ' N��� � • . �: •I O n /•/ '`` / •% 'rte /n ���t'.i" Set I �' I 3 � O �'� •� �o ♦ , e I � . 111 i �.' • I "�.�• • +D .�• I p �' �� � r INS . I oh• +4•'e hh.. •y ! • 1. C : `� �' 4d' . ..r' `_ I v �' cu rT-1 . . • .�; :of°. • , Is O f x:+o' 1- I o tn� `-- o. ,— �/� ... .:Qo •:..���c,—_ —�—_ --0 �•'— 'jam •if--�fI /. ,'o, `♦t �� I CL V- /d• ' e' i -o b:• � � � u//, Ilb j I �' � ../ /•` 'i� I, 1 / •�o ..0 a ` ` � 111• •o m n ! o C2/.it yLL t�, U \\ \ Pl .• I oe I .y _ •1 L/ 1 ro ✓� • 1•t �p•;. I.1 _n a `;RlJjl ;r� I?•Tr . il���Iv.i:• .• � G7 /', 1 i ..n �;}.K�/!f {i'pt\f>J}:Iti.�: .•A'.h %.� �1�' I �' •Yl n I. �'. / ^L1vr;:_' ].� 1 e/ 7? 1 1/40 JOB NUMBER »1193110 DATE >> 12/24/93 STRUCTURAL CALCULATIONS FOR PROJECT » MICHELS NAME >>GARY NASH ADDRESS >>BUTTE COUNTY, CALIFORNIA BRUNO AND HAWKINS - ENGINEERING 10 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 895-1125 NOTE: REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED.OR IMPLIED REGARDINGRG, ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. ��Q``I HAw �le\ No... 18693 6 CA oad -S(.) rnV-nCA �.I. dL Vl � (3, D ffs� Ilv, o Sf 0 F>.S-- P.V -out- v-e-+J-e-�S 21:1 W vli vi 01 to Z—O c I I MAXSPAN2 1:38 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 11/23/93 Description » Typical roof rafters ------------LOADING DATA -----------;------------GENERAL DATA ------------ Dead load > .008 ksf ;Load duration factor > 1.250 Live load > .016 ksf ;Joist spacing > 24.000 inches Total load > .024 ksf ;Repetitive (Y/N)?> Y Tributary load > .048 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION VKUVtK11t5 --------------------------- Member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in"3 Area > 10.875 in"2 Moment of inertia > 47.635 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fcll E DFL H02 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc') Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl Fcll E DFL NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 16.597 feet Shear > 35.872 feet Total load deflection (L/240) > 15.214 feet 6TL > .761 inches Live load deflection (L/360) > 15.219 feet 6LL > .507 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform OL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform OL > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> % of allowable > .000 M uniform OL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> %' of allowable > .000 . ---Deflection--- Uniform OL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 4 5- MAXSPAN2 1:39 PM ---------=-------------------------------------------------------------- Rev 9-28-93 Wood joists - span capacity 12/23/93 ------------------- ---------------------------------------------------- Description ))Typical ceiling joists ------------ LOADING DATA -----------;------------GENERAL DATA ------------ Dead load > .006 ksf ;Load duration factor > 1.000 Live load > .010 ksf ;Joist spacing > 24.000 inches Total load > .016 ksf ;Repetitive (Y/N)?> Y Tributary load > 1 .031 klf ----------------------------------- Concentrated load). .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- .Member thickness > 1.500 inches ' Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in"2 Moment of inertia > 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc° E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcu) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FcL Fc2 E DFL NO1, 1308 748 95 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending I > 14.356 feet Shear > 32.656 feet Total load deflection (L/240) > 13.211 feet 6TL > .661 inches Live load deflection (L/360) > 13.504 feet 6LL > ..450 inches ----------------- =------- CONCENTRATED LOAD CHECK ------------------------- Check uniform OL additive with concentrated load? > Y Max span as limited by concentrated loading > ..000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .523 kips <ok> % of allowable > .000 M uniform OL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > .824 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > 000 inches Total load deflection > .000 in. L/ 0 i 1 MAXSPAN2 1:39 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 12/23/93 ------------------------------------------------------------------------ Description >>Typical ceiling joists ------------LOADING DATA-----------;------------GENERAL DATA ------------ Dead load > .006 ksf ;Load duration factor > 1.000 Live load > .010 ksf ;Joist spacing > 24.000 inches Total load > .016 ksf ;Repetitive (Y/N)?> Y Tributary load > .032 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION rKUrtK11t) --------------------------- Member thickness > 1.500 inches Member width > 1.250 inches Section modulus > 13.141 in"3 Area > 10.815 in"2 Moment of inertia > 41.635 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fc° E DFL NO2 815 515 95 625 1300 1600000 Size factor Cf. > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc') Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl Fc° E DFL NO2 1208 690 95 615 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 18.182 feet Shear > 43.041 feet Total load deflection (L/140) > 11.421 feet 6TL > .811 inches Live load deflection (L/360) > 11.800 feet 6LL > .593 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform OL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform }DL > .000 kips V concentrated load > .000 kips V cap of joist > .689 kips <ok> % of allowable > .000 M uniform DL > .000 ft-kips M max with load at midspan > .000 ft-kips N cap of joist > 1.322 ft-kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 19 N MAXSPAN2 1:40 PM ------------------------------------------------------------------------ Rev 9-18-93 Wood joists - span capacity 12/23/93 Description >>Typical ceiling joists ------------LOADING DATA -----------;------------GENERAL DATA ------------ Dead load > .006 ksf ;Load duration factor > 1.000 Live load > .010 ksf ;Joist spacing > 24.000 inches Total load > .016 ksf ;Repetitive (Y/N)?> . Y Tributary load' > .031 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION FKUPWltS --------------------------- Member thickness > 1.500 inches Member width > 9.250 inches Section modulus > 21.391 in"3 Area > 13.875 in"2 Moment of inertia > 98.932 in"4 ------------=-------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft DFL NO2 815 575 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Fv Fcl Fc° E 95 625 1300 1600000 1.100 (APPLY TO Fb) 1.100 (APPLY TO Ft) 1.000 (APPLY TO Fcu) 1.150 Species Grade Fb Ft Fv Fcl F0 E DFL NO2 1107 633 95 625 1300 1600000 -----------------------------MAXIMUM SPANS --------------------- --------- Max. span as limited by: Bending > 22.210 feet Shear > 54.922 feet Total load deflection (L/140) > 22.235 feet 6TL > 1.112 inches Live load deflection (L/360) > 22.711 feet 6LL > .756 inches -------------------------- CONCEN TRATED LOAD CHECK ------------------------ Check uniform OL additive with concentrated load? > Y Max. span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > 000 kips ' V concentrated load > .000 kips V cap of joist > .879 kips <ok> % of allowable > .000 M uniform OL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.973 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform OL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 1412- 006 , o (S �� k.// j'Vl�x, i r0 o k t c'�- hof -cc,.- R i 1 NOTCHI 3:1.5 PM REV 12-30-92 NOTCHED BEAM 12/13/93 --------------------------------------------------- --------------------- OESCRIPTION ))RB -4 ------------------------------GENERAL DATA ------------------------------ d' = ACTUAL DEPTH OF BEAM AT NOTCH d = TOTAL DEPTH OF BEAM e = DISTANCE THE NOTCH EXTENDS INSIDE THE INNER EDGE OF SUPPORT dl = DISTANCE BEAM EXTENDS BELOW TOP OF WALL WALL WIDTH > 5.500 INCHES ROOF PITCH > 12.600 DEGREES SEAT CUT > 3.500 .INCHES ROOF FRAMING DEPTH > 1.250 INCHES dl > .000 dNCHES e > 6.161 JINCHES DEPTH OF BM AT OUTSIDE SUPPORT EDGE> 6.396 INCHES DEPTH OF BM AT INSIDE SUPPORT EDGE > 8.686 INCHES <d'> --------------------------------- SUMMARY -------------------------------- Fv > 118.150 PSI BEAM WIDTH > 3.500 INCHES <b> BEAM DEPTH > 11.250 INCHES <d> V > 2.613 KIPS 0 IZS -/a 7 (,4 ----------------------------------------------------=------------------- �13 NOTCHI 3:14 PM -------------- ------------------------- --=------------------------------ REV 12-30-92 NOTCHED BEAM 11/23/93 ------------------------------------------------------------------------ DESCRIPTION » RB -5 » ------------------------------GENERAL DATA ------------------------- d' = ACTUAL DEPTH OF BEAM AT NOTCH d = TOTAL DEPTH OF BEAM e = DISTANCE THE NOTCH EXTENDS INSIDE THE INNER EDGE OF SUPPORT dl = DISTANCE BEAM EXTENDS BELOW TOP OF WALL WALL WIDTH > 5.500 INCHES ROOF PITCH > 22:600 DEGREES SEAT.CUT > 3.500 INCHES ROOF FRAMING DEPTH > 1.250 INCHES dl > .000 .INCHES e > 10.965 INCHES DEPTH OF BM AT OUTSIDE SUPPORT EDGE> 6.396 INCHES DEPTH OF BM AT INSIDE SUPPORT EDGE > 8.686 INCHES <d'> --------------------------------- SUMMARY-------------------------------- Fv > 118.150 PSI BEAM WIDTH, > 3.500 INCHES <b> BEAM DEPTH > 13.150 INCHES <d> V> 1.015 KIPS-------------------------------------------------------------------- . 112-6-6 p :-- I y-,-- , z D/ o 6 ) 4-, o'2. W 06 + I o 4-,020 2-, 4-, Vc cl_r v 5,r6 1 a IAO Cr- ?,-I- NOTCHI 3:14 PM ------------------------------------------------------------------------ REV 11-30-92 NOTCHED BEAM. 12/23/93 DESCRIPTION » RB -6 ------------------------------GENERAL DATA ----------- = ACTUAL DEPTH OF BEAM AT NOTCH d TOTAL DEPTH OF BEAM e DISTANCE THE NOTCH EXTENDS INSIDE THE INNER EDGE OF'SUPPORT d1 = DISTANCE BEAM EXTENDS BELOW TOP OF WALL WALL WIDTH > 5.500 INCHES ROOF PITCH > 22.600 DEGREES SEAT CUT > 3.500 INCHES ROOF FRAMING DEPTH > 1.250 INCHES dl > .000 INCHES e > 10.965 INCHES DEPTH OF BM AT OUTSIDE SUPPORT EDGE> 6.396 INCHES DEPTH OF BM AT INSIDE SUPPORT EDGE > 8.686 INCHES <d'>. ---------------------------------- SUMMARY ------------- Fv > 106.250 PSI BEAM WIDTH > 5.500 INCHES <b> BEAM DEPTH > 13.250 INCHES <d> V > 2.911 KIPS Q 12S °/ -Z ------------------------------------------------------------------------ P-6 029�t 1��2Coo6, 1�oZa' ,326k�� 3, 1 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS � o � o � O 11 CP � I � � a J fi c CF - AMCAD 22-141 22-142 22-144 50 SHEETS 100 SHEETS 200 SHEETS fi d n. N 61 Ull r - o fi d n. N 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS ki p ` 710 c —a r v1 x � VA r x� r Ul vt_ w o Z� �d a N (VC, o _ - ON 1� Q) v } 0 10 U3, 01c -�- X W C/l C -P ki N C, ` c -P v1 N C, 22-141 50 SHEETS 22-142 100 SHEETS AMPAo 22-144 200 SHEETS k -A 3 �� c VII o04 21*1 '` N c \� (1 1Y 0 v� J 1 c VII v� 1 1 O N WW W W W W xxs V) of VI Ln 00 — N 04 -e vvv N N N C C N ®0 a f bx-r� - -1;68 digs Alo 5a�� S, 1 �(,S" 2,4F -v4--6 �- 4 x C e OST- ee. e,,J- . ,u W WW W WW x _ W VI N 000 &M 00 C4 C4 a aaa N N H N N N 0 n 6C 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS ON _ 0 O r T Ur \ CIl C/\ n n Ul MAXSPAN? 12:36 AM Rev 9-28-93 Wood joists - span capacity 12/24/93 --------------T--------------------------------------------------------- Description >>Typical floor joists ------------LOADING DATA -----------;------------GENERAL DATA ------------ ,Dead load > .010 ksf ;Load duration factor > 1.000 Live load > .040 ksf ;Joist spacing > 16.000 inches Total load > .050 ksf ;Repetitive (Y/N)?> Y Tributary load > .061 klf ----------------------------------- Concentrated load> . .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus -> 7.563 in"3 Area > 8.250 in"2 Moment of inertia > 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fc° E DFL 1102 875 515 95 615 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcu) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl Fc1 E DFL NO2 1308 748 95 615 1430 1600000 -----------------------------MAXIMUM SPANS ----- 7 ------------------------ Max. span as limited by: Bending > 9.946 feet Shear > 15.675 feet Total load deflection (L/240) > 10.351 feet 6TL > .518 inches Live load deflection.(L/360) > 9.138 feet 6LL > .324 inches -------------------------CONCENTRATED LOAD --------------------- Check uniform OL additive with concentrated load? > Y Max span as limited by concentrated loading >, .000 feet Check stresses due to concentrated loading.... V uniform DL i :000 kips V concentrated load > .000 kips V cap of joist > .523 kips <ok> % of allowable > .000 M uniform DL > _ .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > '.824 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Zs, GIRDER.BM 12:39 AM ---------------------------------------------=-------------------------- REV 8-11-92 TYPICAL FLOOR -GIRDER 11/24/93 DESCRIPTION >>Typical floor girder » ----------------------------------DATA--------------------------=------- W UNIFORM > .415 KIPS/FT SUPPORT SPACING > 7.000 FEET SOIL BRG CAP > 1.500 KSF TRY > 3.500 IN. X 7.250 IN. GIRDER .------=-------------------LUMBER DESIGN VALUES --------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl Fc° E DFL NO2 875 575 95 625 1300 1600000 MEMBER ACTUAL WIDTH > 3.500 INCHES MEMBER ACTUAL DEPTH > 7.250 INCHES REPETITIVE-(Y/N)? > N SIZE FACTOR Cf (APPLY TO Fb) > 1.300 SIZE FACTOR Cf (APPLY TO Ft) > 1.200 SIZE FACTOR Cf (APPLY TO Fcu) > 1.050 REPETITIVE MEMBER FACTOR Cr > 1.000 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl Fcll E DFL NO2 1137.500 690.000 95.000 625.000 1365.000 1600000 ------- ------------ =----------- ACTIONS --------------------------------- S REQ > 16.815 IN"3 S > 30.661 CN"3 <OK> A REQ > 22.934 IN"2 A > 25.375 IN"2 <00 I > 111.148 IN"4 TOTAL LOAD DEFLECTION > .126 IN. <OK> --------------------------------FOOTINGS-------------------------------- REACTION > 1.905 KIPS FOOTING SIZE > 17.515 INCHES SQUARE 12.000 INCHES DEEP Z� . I. PT FT62 11:45 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing . 12/24/93 Description >>F -1 -------------Load data ------------- ; -------------- Soil data ------------- P > 11.950 kips ;Soil brg capacity> 1.500 ksf Uniform load > .000 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ; ------------------------------Footing data ------------------------------ Footing size > 3.000 feet Footing thickness (t) > 12.000 inches <ok> . Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial - > 13.300 kips Total bearing pressure. > 1.478 ksf <ok> Net bearing pressure > 1.328 ksf Factored bearing pressure > 2.178 ksf (l.l*LL+1.4*DL) ----------------------------Footing stresses---------------------------- 1 Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 7.621 kips Vn=Vc=2(F'c)".5*bw*d > 28.800 kips 4 Vn > 15.920 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 18.630 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips. p Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- 'Mu=(P net)*bl"2/2 > 2.450 ft-kips/ft Required Rn=(Mu/0)bd"1 > 42.530 psi Required p (bending ,moment) > .0011 Required As (bending moment) > .103 IN"2/FT = .309 in"2 Min. required p UBC 1610(f) > .0014 33% increase applied Min. required As UBC 2610(f) > .137 in"2/ft = .411 in"1 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w.. 1 No. 7 bars e.w. -I FA PT-----------------------12-46-AM Rev 9-30-93 Point footing 12/24/93 Description )>F-2 -------------Load data ---;-----o---; -------------- Soil data ------------- P > 5.560 kips ;Soil brg capacity> 1.500 ksf Uniform load > .316 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel- -------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.814 0 > .900 ------------------------------ Footing data ------------------------------ Footing size > 1.160 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .700 kips Total P axial > 6.942 kips Total bearing pressure > 1.488 ksf <ok> Net bearing pressure > 1.338 ksf Factored bearing pressure > 2.194 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal.tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.539 kips Vn=Vc=2(F'c)^.5*bw*d > 20.736 kips 0 Vn > 18.662 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 9.263 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn. > 46.080 kips --------------=---------- Footing reinforcement ---------I----------------- Mu=(P net)*bl"2/2 > 1.280 ft-kips/ft Required Rn=(Mu/0)bd"2 > 22.111 psi Required p (bending moment) > .0006 Required As (bending moment) > .054 .1N"2/FT = .116 in"2 Min. required p UBC 1610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .071 in"2/ft = ..154 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 1 bars e.w. 3D PT FT62 12:46 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 12/24/93 Description >>F -3, -------------Load data ------------- ; -------------- Soil data ------------- P > 3.210 kips ;Soil brg capacity) 1.500 ksf Uniform load > .000 kips/ft Live load % ) 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size ) 1.750 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .459 kips Total P axial > 3.669 kips Total bearing pressure > 1.198 ksf <ok> Net bearing pressure > 1.048 ksf Factored bearing pressure > 1.719 ksf (1.1*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.629 kips Vn=Vc=2(F'c)".5*bw*d > 16.800 kips 0 Vn > 15.110 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 4.,500 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips p Vn > 46.080 kips -------------------------Footing reinforcement ----------- 7-------------- Mu=(P net)*bl"1/2 > .658 ft-kips/ft Required Rn=(Mu/o)bd"1 > 11.414 psi Required p (bending moment) > .0003 Required As (bending moment) > .027 IN"2/FT = .048 in"2 Min. required p UBC 2610(f) > .0004 33% increase applied Min. required As UBC 2610(f) > .031 in"2/ft = .064 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5.bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT FT62 12:47 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 12/24/93 Description >>F -4 -------------Load data -------------;--------------Soil data ------------- P > 6.220 kips ;Soil brg capacity> 1.500 ksf Uniform load > .000 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.250 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .759 kips Total P axial > 6.979 kips Total bearing pressure > 1.379 ksf <ok> Net bearing pressure > 1.229 ksf Factored bearing pressure > 2.015 ksf (1.1*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.589 kips Vn=Vc=2(F'c)".5*bw*d > 21.600 kips 0 Vn > 19.440 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 9.305 kips Vn=Vc=4(F'c)":5*bo*d > 51.20.0 kips o Vn > 46.080 kips 4 -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 1.275 ft-kips/ft j Required Rn=(Mu/0)bd"2 > 22.131 psi Required p .(bending moment) > .0006 Required As (bending moment) > .053 [N"2/FT .110 in"2 Min. required_ p UBC 2610(f) >. .0007 33% increase applied Min. required As UBC 2610(f) > .071 in"2/ft = 160' in"2 Minimum reinforcement.as governed by; ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5"bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. ' 32 PT FT62 12:47 AM, ----------------------------------------------------------------------- Rev 9-30-93 Point footing 12/24/93 Description )>F -5,F-6 -------------load data ------------- ;------------- -Soil data ------------- P > 7.480 kips ;Soil brg capacity> 1.500 ksf Uniform load > .000 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.500 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 8.418 kips Total bearing pressure > 1.341 ksf <ok> Net bearing pressure > 1.197 ksf Factored bearing pressure > 1.963 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.498 kips Vn=Vc=2(F'c)".5*bw*d > 24.000 kips 0 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 11.395 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.533 ft-kips/ft Required Rn=(Mu/0)bd"1 > 26.621 psi Required p (bending moment) > .0007. Required As (bending moment) > .064 IN"2/FT = . .161 in I Min. required p UBC 1610(f) > .0009 33% increase applied Min. required As UBC 2610(f) > .085 in"2/ft =..214 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 -bars e.w. PT FT62 11:48 AM ---------------------------------------------------------- ------------- Rev 9-30-93 Point footing 12/24/93 Description >>F -7 -------------Load data -------------;--------------Soil data ------------- P > 1.680 kips ;Soil brg capacity> 1.500 ksf Uniform load > .000 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 1.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 1.500 Jfeet Footing thickness (t) > 11.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight .> .338 kips Total P axial > 3.018 kips Total bearing pressure > 1.341 ksf <ok> Net bearing pressure > 1.191 ksf Factored bearing pressure > 1.953 ksf (1.7*LL+1.4*OL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective,area) > 1.221 kips Vn=Vc=1(F'c)".5*bw*d > 14.400 kips o Vn > 12.960 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 3.527 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips o Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"1/2 > .549 ft-kips/ft Required Rn=(Mu/o)bd"2 > 9.538 psi Required p (bending moment) > .0001 Required As (bending moment) > .023 IN"1/FT = .034 .in"2 Min. required p UBC 2610(f) > -.0003 33% increase applied Min. required As UBC 2610(f) > .031 in"2/ft = .046 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. J5 ------------------------------------------------------------------------- Rev 11-9-93 Lateral design data 11/20/93 ---------------------------------------------------------------------=--- Description >>GAN Construction -------------------------------GENERAL DATA ------------------------------ Exposure > B Ce > .62 Importance factor 1.00 Height Exp. D Exp. C Exp. B 15.00 1.39 1.06. .62 Basic wind speed >. 80.00 qs > 16.40 Method > 1.00 Normal, force method Roof pitch > 5.00 in 12 i > 22.62 Degrees ---------------------------------=---------------------------------------- Primary frames and systems Description Cq p(ksf) Direction ------------------------------------------------------------------------- Walls: Windward walls .80 .0081 Inward Leeward walls .50 .0051 Outward Total wall .0132 Roofs: Wind perpendicular to ridge Leeward or flat roof .70 .0011 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0092 Outward or Slope 2:12 to less than 9:12 .30 .0031 Inward Roof total .0101 Wind parallel to ridge and flat roofs .'70 .0071 Outward Elements and components Description Cq p(ksf) Direction ------------------------------------------------------------------------- Wall elements 2.00 .0203 Outward All structures 1.20 .0122 Inward Enclosed structures 1.10 .0112 Outward Open structures 1.60 .0163 Outward Parapets 1.30 .0132 Inward/outward Roof elements 3.00 .0305 Upward Enclosed structures - Slope less than 9:11 1.10 .0112 Outward Open structures Slope less than 9:12 1.60 .0163 Outward Local areas at discontinuities Description ------------------------------------------------------------------------- Cq p(ksf) Direction Wall corners 2.00 .0203 Outward Canopies or overhangs at eaves or rakes 2.80 .0285 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0305 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 Upward 3� ----=------ ------------------------------------------------------------- Rev 11-9-93 Lateral design data 11/20/93 ------------------------------------------------------------------------- Description » GAN Construction » ---------=---------------------GENERAL DATA ------------------------------ Exposure > B Ce > .67 Importance factor 1.00 Height Exp. 0 Exp. C Exp. B 20:00 1.45 1.13 .67 Basic wind speed > 80.00 qs > 16.40 Method > 1.00 Normal force method Roof pitch > 5.00 in 12 i > 22.62 Degrees ------------------------------------------------------------------------- Primary frames and systems Description Cq p(ksf) Direction ------------------------------------------------------------------------- Walls: Windward walls .80 .0088 Inward Leeward walls .50 .0055 Outward Total wall .0143 Roofs: Wind perpendicular to ridge Leeward or flat roof .70 .0017 Outward Windward roof - Slope 2:12 to less than 9:12 .90 .0099 Outward or Slope 2:12 to less than 9:12 .30 .0033 Inward Roof total .0110 Wind parallel to ridge and flat roofs .70 .0077 Outward Elements and components Description Cq p(ksf) Direction Wall elements All structures 1.20 .0132 Inward Enclosed structures 1.10 .0121 Outward Open structures 1.60 .0176 Outward Parapets 1.30 .0143 Inward/outward Roof elements Enclosed structures 2.80 .0308 Upward Slope less than 9:12 1.10 .0121 Outward Open structures Slope less than 9:12 1.60 .0176 Outward Local areas at discontinuities Description Cq p(ksf) Direction ------------------------------------------------------------------------- Wall corners 2.00 .0220 Outward 9 Canopies or overhangs at eaves or rakes 2.80 .0308 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0330 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0220 Upward 22-141 50 SHEETS + 22-142 100 SHEETS "°"`"O 22-144 200 SHEETS vs ji UUO Q3 W VJ p -S�l `J } cS W G V O `� I ` ` I` o W 4L W � �� W W W W W W xxx 0inIA 000 LnoO N aaa rrN N N N W N . L5 _ ml k) Z, = �r o��, -+ .,5) ,a��Sl +- 3.33 (,oi DZ,) = , 0 62k1, W3 C°�2+ S) ,� 132- 3,33 C0roZ) r�� = CC)/2 +, s) , J 132 = , o -7a K/ q I K , s 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS G VI N yip � G =- r Cli GIN N . W N � � o � � 4-1 G N yip � G Cli N . W J ------------------------------------------------------------------------ REV 1-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION ))Line E --------------------------------- SUMMARY ------------------------=------- V1 > 5:570 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 68.500 FRET DIAPHRAGM SHEAR DUB TO -VI > .081 KIPS/FT LRHGTH SUBJECT TO V2 > FRET DIAPHRAGM SHEAR DUB TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS Iv) > -.286 KIPS/FT <SHEARWALL v> SEGMENT WIO WALL OPHG V1 V2 FORCE 46.500 0 46.500 Y 000 0.. A 3S 10.500 W 10.500 Y -3.781 1 2.500 0 2.50'0 Y -1.636 JI 9.000 W 9.000 Y -1.839 5 Is.S p I- 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS a v "n N1 in VI H H F W W W W W W xxx W YI YI coo V1 cc r N .-Na aaa rrc; C N N C 1 ",3- c J I 22-141 50 SHEETS 22-142 100 SHEETS A-0 22-144 200 SHEETS { I . 9 -0 �. I G'o/d C'r e e A Gey OFFICE COPY tA�ddPess� .J 1. Mete.rrBy Date `�.. 'Meter BY Dat, 17 f P� 0-m T- PPF,ARs Y-G HAvF- Q eEt4 ` FIAIRc.E)�, _ Na F-c-Fer�re No td is �v SITE / ti 1v . .L f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 Cougty Center Drive - Oroville, Califcrnia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER '�. 1 UNKNOVIN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ' LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS' / / - PLUMBING PERMIT FIIin Fee 10.00 9 I Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑. Installation ❑ Other ❑ Describe work: — r � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS. 21/20sgft 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) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI.OUTLET 2,50 ea NO N.RESID BRANCH CIRCUITS) NEW CONSTR. ( POWER APPARATUS.&1 NON -R ESID. SINGLE OUTLET. CIR. '. I / 20@50e Ex. Occup(OUTLETS OR FIXTURES BAL@300 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑0, 1 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. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 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 consequence of the granting of this permit. I , X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCUP. GROUP I TYPE OF CONST, I PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW-ASSFSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT t t vCOUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico = Phone: 891-2751 'r 7 County CenterDirive, Oroville — Phone: 534-4541 Skyway and Elliott Roa� t Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector—,_ Date DENTIAL a� t 040-470-015 93-4040 MICHELS, FEED & SHEREE CONT: GAN CONSTRUCTION i 18 GOLD CREEK WAY, CHICO NEW SINGLE FAMILY h3 i CA- V= OK O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. ' / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials 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 W MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. -Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connections-Spllce-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/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials LINDE JIFCOOR Plans OK except #'s tnZcSkWgatbacks-Easements-Flood-Slope t ain; Soils-Elec. Grnd.410-1-Ftg. Depth 3�-Ftg., Garage; Soils-Steel-Elec. Grnd.-Y&" Ftg. Depth 4�,tg, Porches & Decks; Soils-Steel/"VFtg. Depth 5. Stem alls, Main; Steel-Blockouts-Wrapped to alls, Garage; Steel-Blockouts-Wrapped % Hold Downs and Special Anchors .7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test U, -Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground - 14-PJanums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials 1 ate tr.; Vent -Access -Combustion Air -Baffle ter Pipe; Test & Anchor -Nail Protection D.W. ., Test -Fittings &Anchor -Neff Protection V -4Q- , , 1 ower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access \ 21. Cas Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'a Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25/F�omex Installed Close to Edge of Studs & C.J. ZOAquip. Ground made up w/Mach. Fastners-Bond Gas & Water 27.2 Appliance Circuts in Kitchen & 2snductor Size/GFI 48-'Subfeed Wire Size /],/ ga. Cu or -A.C. Wire Size ga. Cu or Al 2,d Range Circ. / / ga. Cu or Aje6veirc. - ga. Cu OiCW Insulated Neutral ❑ s ar'No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 3 Clothes Closet Light -Shower Light -Spa Light 3a,-S�moke Detector Date/Initials MECHANICAL (Permit) OK except #'s A.A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 3!. f ndensate Drain & Overflow; Size & Grade 37' Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 . Attic Access & Platform if Furnance in Attic 4c, Date/Initials FRA G Plana OK except #'s 3 . 5ils, Proper Material & Anchors WWells Studs -Nailing, Spacing & Bracing -Plates -Sound 41 earing Wells over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) 4 Stops; Furred Ceilings -Stairs -Chases -Tub Oe'Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) angers - 45 Post Caps -Anchors -Connectors !§�ng. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47.-,+Ireplace Ties or Type A Flue -Fireplace Throat clearance, . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing IIA:rrope-rty Line Firewall & Openings xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits --53-Steire-Width-Headroom-Rise-Run-Landing-Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers .:-65"91�,kg-Nailing Veneer Screed -Fd. Vents-Underflr. Access 60. Infiltration -Wells -Windows / Date/Initials FINAL (Plans) OK except #'s 6�f'/Ext. Steps -Door & Sidelight Protection -Landings 6-4. Smoke Detector 63 -Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64 -Bedroom Exiting 65�G.F.1. & Bath Fixtures & Tub Access -Spa Wbec. Trim & Subpanel; Breaker Sizes & Labels -6;-45tairs & Rails 66 Fireplace or Stove; Clearances -Hearth -W---Elec. Outlets at Wood Panel; Int. & Ext. tjPr.',Klt.F1xt. & Appliance; Grnd -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door, Swing -Landing -Closer A.C. Duct in Garage -Damper ,74- Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 7 . Plb., Elec. & Mach. Equip. Listed for Location 76c- Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77!nsulation-Foam-Looked in Attic ❑ Yes 7$,Guard Rails & Deck Construction -Post Caps 79.-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 80: -Following instld.; Drive ❑'Y`es ❑ No; Walks JPKYes ❑ No; Planters ❑ Yes 9-140 &a!Stucco; Brown -Finish Q2rA.C. Unit; Disconnect, Electrical, Plumbing 8,lents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings W. Water Well; Disconnect, Electrical, Plumbing 85,.Exterior Elec. Trim; G.F.I. Receptacle -Underground 8,6e -Ventilation Throughout House 87 -."Glass Protection 8§ -Corrections from Previous Inspections 89 -Gas Test -Meters Tagged; Gas -Electric 90. -Water & Sewer Connected -C/O to Grade -HD Approval 91/Energy Compliance Certificate -Other Certificates Comments at Final: Q L 1 01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 - Telephone (916) 538-7541 n PERMIT A APPLICATI.QU ND PERMIT `j KC�O ASSESSOR PARCEL NUMBER 040-470-015 ZONRJG SR BUILDING PERMIT OWNER FRED & SHEREE MICHELS TELEPHONE SQ. FT. OCC. BUILDING VALUATION 3237 R 174,798 OWNER'S MAILING ADDRESS 907 M 16,326 CONTRACTOR'S CONSTRUCTION TELEPHONE 343-9267 678 C 8,814 CONTRACTOR'S MAILING ADDRESS PO BOX 8544 CHICO 95927-8544 Fireplace 1 0 1 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 202,938 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1000.00 ARCHITECT ORENGINEERNS LICE SE NO. C18693 Plan Checking Fee $ 650.00 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 18 GOLD CREEK WAY, CHICO PERMIT FEE $ 1693.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. 15 SUBDIVISION'S NAME SOUTHGATE ACRES PARCEL MAP 72-15/ 16 Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE yyyy SF't1 Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S G I W 20.00 TYPE OF WORK NewX& Addition El Remodel El Utilities EI Installation ❑ Other ❑ Describe Work: 3 BDRM PERMIT FEE $ 157.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 60*V OR LEI 00AORLESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW OR AODNS.T ( D 8, ACCGBLDSUELLINOCCP I4 44 3.50 FT. 145.00 CONTRACTORS LICENSE LAW I dec}ere under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Cade a my Ii ense is in full force effect. � License No. Classification ❑ I, as the owner, or my employees with wages heir sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BALO. @ 1.50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a �ertificate of Consent to Self -insure. ✓� I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 188.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15,00 Cooling SPLIT 5T 25.0 Hood s.50 6.5 Ventilation 9. 0 PERMIT FEE $ 75.5C Contractor I certify that I have read this application and state thatthe above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned prope y for inspection purposes. I also agree to save, indemnify and eep harmless the County of Butte against all liabilities, judgme S, costs, and ex nses ich may in any way accrue against said County in con uence of the a ing of his permit. X Date Signatu of p,cant - Ow er ❑ C tractor ❑ Agent An OSHA rm is re ire for excavations over 5"0" deep and demoli ' n or construction struc s over 3 storie ht. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 0 ocC CON"- rvPE TOTAL FEE $ 2159.5C HA2. D. FEES IMP Fl D COF PARCEL PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica above f which fees have been paid. �IR CTOR OF PUBLIC WORKS //. B /�`� Date �B✓/i7V �7" A' / p PERMIT EXPIRES ON /6 A / (Datel -c Receipt No. - .I&I WHITE-D.D.S.- .D. CANARY -ASSESSOR PINK -IN 71CTC GOLDEN D -APPLICANT 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. s' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTIONNOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at y 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. r,¢s r 1z,ILAI-) < - Date — O Inspector REV 10/92 :fz x. .. J re 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 A1C'4e/3 93_ /-t���� OWNER 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 oy 1 /1(5,1/19 a C.191l �P& 1-1r4 z «A Date InspectorcJ ��sJ REV 10/92 --, ,,;.,7 t; 3�a t!�_.Tt=ill l ral7 P. c _ :r ENGIN EREQ'W00SYSTEMS. Ig apt fonnance certincate of * Con. N° 9419 -91 Certificate ._ THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the 8tructurel wood produr:ts identified below and marked with a collective mark of ental ican Wood Systems (AVIS) were man- ufactured in accordance with the specifications indicated below. 0 ANSI Standard A190.1-1983, for Structural Glued Laminated Timber 0 O 114 Job Name Job location Customer's G(dw NO. .3.yq)t,-1/I WB-2?_172 i �,/ 09-00447 Data 3 — �' -/� Mtgr'y ordar Fla. 11 - Srg��i�ra Company 'rida ._ rill I i Da") —a-. 7 !74 BOISE, 1DAII0 83128 'IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named Manufacturer which carries a collective mark of American Wood Systems 1AVVS) is subject to regular audit by American Wood Systema, such audit consisting of tha inspection with reasonable frequency of the manufacturing process, with adequate sampling to varify the quality of glulain construction and the adequacy of glue bond. W9041 S 'SEAL dF Michael R. O'Halloran Executive Vice. President .,,� o,•c,m ._ or., oral. rnZdnaoYrnar 'IF AMEWAM F_YYrOQD A:7rC,lAfrlit. ;, IiIJ,.; I-E`TC=-1I DSI`o'ERS—fiI�TF'IE.J"fl:�l'I I' ENGINEERED jF SYSTEMS` _,^ £ 7 onnince, Cez t apt -ate of , con. Certificate A ° 9419 -91 THE UNDERSIGNED MANUFACTUAEA HEREBY CERTIFIES that the structural wood prodt.icts idantifiad below and marked with a collective mark of Annie can Wood Systems (AVIS) were man- ufactured in accordance with the specifications indicated below. 'Q'A ANSI Standard A190.1-1983, for Structural Glued Laminated Timber 0 n Job Name ■-� Job Location �11 Cunombr's Grdc+r rra _ 5igna►�ra -=rr -- Camp: rry wo-22172 — DOB _ � ^ Mtgr'Y OrJar rl� 09-00447 v 7,q�f )E CORP_ Addras9 P . O. f30X 5G_ ,oats -. ~ BOISE, IGA110 83228 Y ITIS HERESY CERTIFIED ;hat the structural glued laminated timber production of the sbeve-named manufacturer which carries a collective mark of American Wood Systems ;AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulairi eonitruction and the adequacy of glue bond. 0049 "Olt CA SEAL i f Michael R. O'Halloran Executive Vice. President I/ % c:ctcvn -A ar.. araC Cb�PJRtihO;i of A�AEIiIrhPl !'�YYCJCi. A;jCi�l: (il�t. �1^.'�"`Y="vy =•�`„,►'.'''ir"� `d'1'" „�tJ,7" , ,�;"��'•�"�y,!"'7}vy,+,�,+v'��{....:.:tH;•,,,u�'�^.,",�;�{;,:;�•--:�i-�11�v..:;:.r, C-�,�•.. ,+::.�.. AGI 'a 2�'wi�,y COUNTY OF BUTTE - DEPARTMENT OF D VEIZOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL'E, CA&IFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER Proposed Building Use 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. ................. . 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's in tallation instructions, 2 sets. ........... 10._ Fees of $ 1� / 4�Z . F . ............................... . 11. Impact fees as shown on attached schedule6leef(Fr.E- ,A ................ . 12. California Department of Forestry. plan approval/fees.," ': -f 13. Flood elevation letter (100 year flood t�.y California'Engineer. / ................ 14. Sanitation and plot plan approval , C O_ Health Department. ........... � 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: 18. Contact Land Development,about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for required. ..�eu;il 9 �spa� (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner �. . . .......... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 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. When you issue the hPermit, process as follows: Mail to owner. Mail to contrac r. _ Telephone, and hold for pickup at ✓ f'� office. Deliver with inspector. Other Parcel Creation/Z .Z3 Acreage Applicant to Copy of Haz-Mat form sent Health Dept. Fire Dept. Ai�Poll lion&te e Copy of plans sent Health Dept. Fire Dept. Other By The following data must be submitted prio to oermit issuanc . (Circle new item not checked above). 1. Index permit .for above items No. 0 2. Additional items required: y .� Contractor, designer, owner, was advised of above required data by _phone _ mail Counter W_ Date - Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date- Z Sets of plans on hold in- File cabinet AP folder CS/✓ ma I - -% Copy - Department of Public Works - PERMIT I- S/V r APPLICATION DATA SHEET WP No. Building Inspector Date F.H. USE ONLY rri„t Han Atuc cd TO: Building Department A FROM: Environmental Hevltli ' SUBJECT: Sanitation Clearance h,( �4,t . )Pn 62DO n�fpk )kr-,)f0I o b Z—V—QLS Owner Location AP# Plan Approved for: Sewage Disposal Clearance for bedroom mobile home. Other Water Supply: Public Private Well Final clearance O.K. for: NOTE: Enviro mental Health Specialist 8/92 Date COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (916) 538-7541 OWNERe l A.P. PROPOSED BUILDING USE /t% LL; S 2z DATE_ 1 hs - A—) REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Residential ...... /_x I -3Z a unit amt. Commercial (sgft) x _$ sq.f . amt. \ 3. URBAN AREA FEES .(paid at Building Department) Residential (per unit) x # units amt. Commercial (per sq.ft) x sq.ft. amt. RECREATION DISTRICT FEES �j� (paid at District Office) ...... �fl.!) l' — 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at' -Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the hermit_ APPL DATE ,..,.N..-.�-„_-.-.,r.-.,.�,..n...'�,mY"ti'"Pya•,ify"�g'\'L�•r'rbcy"!{'"'�'�'a'7�`,%rY+p�'�,y*cetiri('-w'�'+`{t'r,i'i'f'S'�"�t*a�K•'�^r'u�'�•+'�*'`'�;'••rs.i-q.r''.; ;, BUTTS COUNTY PARKS DEVELOPMENT•FEE CERTIFICATION FORM . CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) e5#0- 4 PO - (/ aS Property Owner ^i�ULarp-e- /%)/ C eS Project Location/Addressrl)old C(e-'e-A &)49 6A L O Subdivision so U 4 0 47 4&_y&.S Lot Numbers) Residential Development: (check one) New Development Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: .i tl j4�401jf' Buil g bepartment Representative Date Chico Area Recreation and Park District(CARD) certifies that t Name) 0. p c V'k Phone Number ree dtdss ) Ca 9�9 Z� • (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution,No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ 'N, 111'Ehl-71 CA"epr$sentat,9,e f D to / PAID BY CHECK NO. ( REMARKS: BANK NO . /l -o� PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept., Pink --CARD ,. Goldenrod --City of Chico Building Dept. 0 park. fee ( form revised 11/90) `IM/% 11:51AM 0010440"' CHECK; n7�'Yr �h�•':P�FVI`.air}'f'`'*`p+""`v,y'•+t,tw-`6�� 1�� "�C..•pyx,.�•!z�'C'!'�`�'`��Ti'.�'`�^y�'�'4Y�i'�r�'^sr; v>o i�°�5+.i�r°�•tt,_Vs�"' BUTTE COUNTY SCHOOLS IINtP.X'dT4EE CERTIFICATION FORM (One Foim Per Building) . School District ` ' � � � �C' Building Department No. .� A.P. Number ©�% -D/��j Jurisdiction- City/ F-V� County Property Owner �'P 9L" fee Ac 4 a/ � Property Location/Address Subdivison Residential Development No. f Living MHI Units Commercial/Industrial 0 New Building Lot No. 0 Sq. Footage A O Addition (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) l e� Date (Floor Plans reviewed by School District Personnel) �. District Identification No. C1 Z/0,2 'y 7 Chi ("t) School District certifies that A 01,C C'/I 0, //-, n (Applicant) (Street Address) (Phone Number) Y Al (State) (Zip Code) has complied with the requirements of Resolution No. -1/g/-99 by payment of $ representing /00 square feet. Paid by Check Number Bank Number Paid by Cash / Remarks: 1-1,g A l 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 pproject 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. t_ White (applicant), Yellow (building department), Pink (school -district) feeform.wkl (4/92) 4 y_� u.�:.Y T_Gr.•air:a_1.1AslLiSi:..a'it�+.:.v..f�:�... ... _. ... / 2/'.-�"O-74--) Bio AGRICULTURAL STATEMENT F ACKNOWLEDGEMENT a Division FOR RESIDENTIAL DfiVELOPMENT f ction 26-8.1 of the Butte County Code requires this knowledgement be recorded prior to issuance of a building QA /permit. JAN 18 1994 94-002546 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or NOT COMPARED WITH discomfort arising from the use of agricultural chemicals, ORIGINAL DOCUMENT including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from norm -0, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: _ % PROPERTY OWNERS: State of California County of BUTTE On 1/4/94 before me, Mary R. CasPhAA,- personally appeared FRED MICHELS and SHEREE MICHELS ** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of La1llilt""11fill UIU11111111i11111111111nM1111111IIIIIIIIIIIillll�l l■ SignatureSeal j *� OFHGIAL SEAL. _ -Ny q8611.42 > (MARY R. CASEBEER Q COUNTY OF BUTTE 41 A.P. # G' %)�,! C' J� e My Commission Expires Mar. 7, 1997_ �luumuuln1nu111►mnlnlnlulmwnuuumumuunnns DESCRIPTION ORDER NO. BU -139972 CA ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SOUTHGATE ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 27, 1979, IN BOOK 72 OF MAPS, AT PAGE(S) 15 AND 16. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER GOLD CREEK WAY FORMERLY LEWIS DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SOUTHGATE ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 27, 1979, IN BOOK 72 OF MAPS, AT PAGE(S) 15 AND 16. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PAGE 5 J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO! ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNR TELEPHONE SQ. FT. OCC. BUILDING VALUAYION OWNER'S MAILI G ADD ESS O RACT 'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ AR CHITEC OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRE GPLUMBING PERMIT Filing Fee 10.00 ,,/ 5 l J4' Each Trap 2.00 Solar Water Heater 20.00 o Water piping 5.00 L5.,Ob LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCT SF [:1Duplex❑ Mobilehome❑ Other C7� SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ �Instal lation ❑// Other Describe work: /l Ct%f��/l�d2 f Go7 lo�� fN ;P"Main Permit Fee $ S� 1 421) Contractor ELECTRICAL PERMIT Filing Fee 10.00 service 10ov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 21/20sq ft 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) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2,50 ea NON.R ESID BRANCH CIRC ITS N' -U" ^^"QTR POWER APP U & N SINGLE OU IL b 20@50C OR FIXTURES Ex. Occup(o BAL®30 Ex. OCCUp. FIXEEDD AXPPLNSOR OUTLETS (RESI.D.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Ue I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor i certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify d keep harmless the County of Butte against all li ties gments, cc and expenses which may in any way accrue aga' st s id my in cons ence of the granting of this rmit. %� Date Sig ure of Applicant — Owner Contractor E]Agent F1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST. PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or indicate above for which DIRE R OF PUBLIC BY PERMIT Dat the applicable provi- resolutions to do fees have been paid. WORKS 7 y Date!'-' J `'� Receipt No. .Ccs r��,J WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Drive1—lic-hTiON ovili , California 95965 - Telephone (916) 538-75 1, PERMIT NO. APFAND PERMIT ASS ESSOR PARcfSI NUMBEgj�f7., C - 0 jl" BUILDING PERMIT OWNER. TEIf C ( , k _ �a C S. FT. OCC. BUILDING VALUATION ADDRESS w�.;..AME n TELEPHONE _ 9)49 `� Qa D o CON TO W9MNUNO ORESS � I _ `' j7 9 %' Fireplace CONSTRUCTION LENDER Ow� ✓ Total Valuation LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee ARCH OR ENGINE • � Q I" 1 at t:i �s LK C / v �0� Plan Checking Fee $ bs* , ARCHITECT OR ENGMEEW3 MAllY1 ADORES9 Plan Checking Fee Energy F $ Penalty $ �p e BwLDwG Aq Id ) / oi`C�cl G' C( U/7 t C `'' PERMIT FEE $PLUMBING PERMIT Fling Fee 20.00 Each Trap7.00 X10 Solar or heat pump water heater 23.00 LOT NO. �� SUBDI 'SNAME % j vi �� C t� �'- PARCEL MAP N 1 ��/�� Water piping 15.00 Each gas water heater or vent 15.00 (� SE OF STRUCTURE SFX Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 / (� Mobile Home S G W @20.00 TYPE OF WORK New' Addition ❑ Remodel O Utilities O Installation O Other O Describe Work: c3 1) 1� PERMIT FEE $ Contractor ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( 80 0 LESS LESS ) 200A OR 23.00 Main Service ( 200A TO IOOOA kl 194 46.00 NEW OR AOONS CONSTO & ACC. B SUP. 3.5C s,. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESIO. I BRANCH CIRCUITS ) , @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) @ I•50 BAL..50 Ex. Occu FIXED APPINS. OR p' I OUTLETS IRESIO.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20 0 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $.100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating S Ui✓� Cooling - f. Hood 6.50 Ventilation if I ' PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date / .i _� 'I Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or c uction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Z $ l occ CONST. TYPE T NAz- 1 D. FEES P F O CDF MCEL PO ND I ISSUE This permit is hereby issued un er the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON IDerel Receipt No. i 5 �6 1' - �3 ' l D WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI WtINSPECTOR GOLDENROD -APPLICANT �_ PJC-- OVI) �) Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(Q: Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greaser than 20 perrtvinch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. a Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control a Rue damper and control I 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenovextenor insulation (R-16 or greater). 2 First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. S. Piping insulated between heating source and indirect hot water tank • §150(m): Ducts and Fans 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: duan insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems nave backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. manually operated pampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -orf switch. weatherproof operating instructions. no eiectric resistance neatino ano no pilot light 2 System is installed with: a. At least 36' pipe between kilter and heater for future solar heating. b. Cover for outcoor pools or outdoor spa 3. Pool system has cirectionai inlets ano a circulation Dumb time switch. §115: Gas-fired central turnace. pool heater, spa neater or household cooking appliance have no continuously burino piiot fight. (Exception: Non-etecincal cooking appliance with pilot < 150 8twhr.) Lighting Measures §150(k): 40 lumenswar or greater for general lighting in kitchens and rooms with water closets: and recessed ceiling fixtures iC ;insulation coven approved. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compywith Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by ft itdftW with overall design responsibility. When this certificate of complianoti is submitted for a single building plan to be buill in multiple onentations, any shading teatute that is varied is indicated in the Spedal FeaturesfRemafks section. Designer or Owner (per Bualneas a Prefeeelone code) Documentation Author. Name: Name: ride/Firm: Tide/Frm: AAAnaee• Address: Title: Agency: Telephone: (signatureistamp) (date) Telephone: (signature) (date) I Certificate of Compl.;ance: Residential Climate Zone 11 Project TlUe Building Permit N Prefect Address94- Checked By / Date Documentatlon Author Telephone Enfaroaneat Agency Use Only Fenestration BUILDING DATA Area % Conditioned Floor Area 3237 Number of Stories LJ North zgx 7• Z Slab/Used FloorT�t*nc—D Number of .Units East Single Family Detached (SFD) [ ] Addition Alone West $ Z f 7 (] Single Family Attached (SFA) (] Existing Building Skylight D o [ Multi-Family(MF) (]Existing -Plus -Addition Total 508 S. B UU,DITIG SHELL INSULATION Component Insulation LocatiiorVi omme:xts Type R -Value (attic, to garages, D3dECL am) Roof ............. Roof............. Wall .............. JK_L9_ Wall......... Floor ............. Floor ............ . _ Slab Edge ....: i FENESTRATION Sing Devices Eenestration Area Type Interior Exterior Overl=& Framing Type - Orientation (Sf1 (singj0. double) (colla blind. eke.) (shadescteen, eta) (ye*%cl) (tnetalhvood) North ( ) 23 S r-VKL-. North ( ) East ( ) �z — East ( ) South South ( ) West 1 West ( )— Skylight....... 4::: nil THERMAL MASS o Type/Covering Area Thickness ,. (stab/exposed, tile, etc.) (SO (inches) Local bath, etc.) HVAC SYSTEMS Nfinimum Duct Type (furnsce, air Efficiency Location Duct Heat pump conditioner, heei puma) (AF UE, SEER,HSPF) (attic. ctc.) R -Value Thermostat Tyne (split or nk� Air— , /010 L *,z, ITOT WATER SYSTEMS Tank Svstem Tvpe (stcragi gas, etc.) Capacity Number S. so -.�— SPECIAL FEATURESIREMARKS R Value Energy Factor Ext. Tank Tnka- Di ctri heti nn O . (o O 'R-1 Z _ STS Point System Summary: Climate Zone 11 1. Ceiling Insulation C) or R -value 1361 U -value 10.0281 2. Wall Insulation or R- al 1191 U -value (0.065i 3. Raised Floor Insulation or R -v ua 191 U -value (0.0371 -Roint Scores Niov 4. Slab Edge Insulation or R -value 101 F2 factor 10.751 5. infiltration Any Ducts in Unconditioned Space? ( Y / N) (1/j 6. Fenestration Heat Loss bRV Type U value (0.651 Total % Fenes. 1161 sum 1.6 7. Fenestration Heat Gaut % Fenestration SCShads opeft Eff. % Fenes. Shade Eft. Ratti North , 2 x East it/ x = South !� X = ?..�. West r x ="711 k Skylight e_ x = p �. Overhangs? (Y / N ) 8. Inteilor Thermal Mass or % EV. Slab 1201 Int Mass/CFA 9. Exterior Wail Mass D r io0 (?/ ' 10. Heating System Est Wad Mass -j"< x (0.531 1121 AFUE or HSPF Duct Eft. 11 story: Effective AFUE Heater Type (None) (78% or 6.81 /C;l 0.83; 2+ story: 0.681 ar HSPF 11. Cooling System R-0 0 0 x fit 1 - -_ -4 SEER 110.01 Duct Efffc. (1 story: Effective SEER R-30 -1 •1 0.81; 2+ story: 0.871 R-7 7 4 12. Water Heating System 1 SC, D r io0 (?/ Heater Type Energy Factor Est Ins. R -value (Sts50) (0.531 1121 System 2 Adjustment (01 - ' Heater Type (None) Energy Factor -Ext Ins' R valuer Auxiliarypunt t Distribution (None( (ST01 Auxiliary input Distnbuoan Point Total: 1. Ceiling -Insulation-! Sum 7-9 AtMoned a Zonal Control Number of stones Adjustment 101 O ZonaLCanttd R -value One Adjustment (01 Thr,e, a - Auxiliarypunt t Distribution (None( (ST01 Auxiliary input Distnbuoan Point Total: 1. Ceiling -Insulation-! Detached AtMoned 4!Slab Edge Insulation R-0 Number of stones -57 Number of Stones R-11 R -value One Two Thr,e, a - R -value One Two Three 8-0 -74 -48 -27 R-0 0 0 0 R-19 -5 -4 .2 R-5 6 4 2 R-30 -1 •1 0 R-7 7 4 2 R-38 0 0 0 6. Fenestration Heat Loss 507. 2. Wall Insulation -76 •69 -02 -55 _ 5. Infiltration (Duct Air Leakage) Duas in Unamditroned Space 0 No Dual in Un=naittoned Span 3 single- Single- 1.1 -]slue Family Family W116- Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 R -value Detached AtMoned Fami R-0 -72 -57 -43 R-11 •7 -6 -4 R-13 .5 -4 -3 R-15 -4 -3 .2 R-19 0 0 0 R•21 1 1 1 3..Raised Floor Insulation InsWation In Floor. Numow of stones R -value One Two Three R-0 -14 -9 -5 R-11 •3 .2 -1 R•19 0 0 0 R-30 2 1 1 Percent or to to to to to to to to to to 10 to to to or Feneslrmon more 130 1.20 1.10 1.00 .90 .80 .75 70 65 .60 55 .50 .45 40 teas 507. -100 -76 •69 -02 -55 _ 48 -41 -38 -34 -31 -27 -24 •20 -17 .13 .10 40% -77 -58 -52 -47 -41 -36 -30 -27 -25 -22 -19 -16 -13 -11 -8 -5 35% -66 49 -44 -39 -34 -29 -25 -22 -20 -17 -15 -12 -10 -7 -5 -3 30Y. -54 -40 -36 -31 -27 -23. -19 -17 -15 -13 -11 -8 -0 -4 •2 0 28% -SO- -36 -32 -28 -25 -21 -17 -15. -13 •11 - -9 -7 -5 -3 -1 1 261/6 -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 -4 -2 0 2 24% -41 -29 -26 -22 -19 -i6 -12 •11 -9 -7 1 -0 4 -2 -1 1 3. 227. -36 -25 -22 -19 -16 -13 -10 -0 -7 -5 -4 -2 -1 1 2 4 20% -31 -22 -19 •i6 -13 -11 -8 -6 -5 -4 .2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 .4 -3 -2 -1 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 -2 -1 •1 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 -t -2 -1 1 2 3 4 4 5 6 7 8 9 10% -8 -t -2 -1 1 2 3 4 5 5 6 7 8 8 9 t0 8% -t 0 1 2 3 4 6 6 7 7 8 6 9 9 10 i t 7. Fenestration Heat Gain (based on Shade Eftectrveness Ratio) Exterior Method A (Slali-on-grade Construction Only) Percent One Family Two Three Exoosed story Pckg Stones Stories 0 0 -3 3 •2 2 t' 10 5 -2 0.60 Ell 8 North 20 12 East 7 0 Sotto 0 30 West 1 skylight % .87 .67 .52 31 .87 .67 .52 .51 .87 .67 52 .51 .87 .67 .52 .51 .67 .66 Fen- Of to to of Or to to or or to to or Or to to Or or or estra• more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 less more less OCR 2 Int 16 or Slab Floor Raised Floor Mass -15 stories +5 Effective Stones One Story House /CFA One Two Three On Two 187. •5 .4 .3 -2 •21 -20 •15 -12 •26 23 •16 •12 •36 •32 •23 •16 •75 •50 167- -4 -4 .2 -1 •18 -16 •13 •10 -21 -19 •13 -9 •31 •27 -19 -14 -65 -44 14% -4 .3 .2 •1. -14 •13 •11 •8 •16 -14 •10 -7 -26 •23 -16 -11 •55 •38 12% •3 -2 •1 -1 •11 -10 -8 -6 -12 •10 -7 -4 •21 •18 •13 -8 -46 •31 11% -2 -2 -1 0 •10 •9 -7 •6 -10 -8 •5 •3 -19 -16 •11 -7 -41 -28 10% -2 -2 •1 0 -8 -8 -6 -5 -8 -7 .4 .2 •16 -14 •9 -6 •37 •25 9% -2 -1 .1 0 •7 -7 -5 .4 .6 -37 -3 •1 -14 .-12 -8 •5 -32 -22 8% •1 -1 •1 0 -6 •5 -4 -4 .4 -9 .2 0 •11 •1 -0 -4 .28 .19 71/6 -1 •1 0 0 -5 . -4 -4 •3 -3 0 .1 0 •10 -0 -5 •3 -24 -17 6%- , -1 •1 0 0 8 -4 -3 -2 -2 901/. -1 0 -8 -7 -4 -2 -20 -14 5% -1 0 0 0 -3 •3 •2 -2 .2 0 0 4 •5 •3 -1 •16 •12 4% 0 0 0 0 •2 -2 -1 •1 i 1 0 1 -4 -4 -2 0 -12 •10 3% 0 0 0 0 -1 •1 -1 0 0 0 1 -2 •2 0 1 -9 •7 2% 0 0 0 1 0 0 0 0 0 1 1 0. 1 2 -6 -5 1% 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 3 2 0%1111141 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior Thermal Mass Houses With Ducts (R-4.2) Exterior Method A (Slali-on-grade Construction Only) Percent One Family Two Three Exoosed story Pckg Stones Stories 0 0 -3 3 •2 2 .1 10 5 -2 0.60 -1 8 -1 20 12 0 7 0 14 0 30 1.20 1 13 1 1.40 1 . 40 11 3 21 2 13 1 50 18 4 200 3 19 2 60 1 5 0 3 85% 2 70 5 6 3 4 2 2 80 7.8 8 8 5 5 3 90 1 "9 8.3 6 11 3 100 5 10 2 6 " 8.7 4 13 11 Method It 4 2 Int 16 or Slab Floor Raised Floor Mass -15 stories +5 Effective Stones One Story House /CFA One Two Three On Two Three 0.0 -11 -8 -6 •1 -1 0 0.1 -10 -7 -6 0 0 0 0.3 -9 -6 •5 1 1 1 OS . -8 -5 -4 2 2 2 . 1.0 -6 -3 -1 4 4 5 15 -0 -1 1 6 6 6 2.0 -2 2 4 8 a 8 2.5 1 3 5 9 9 9 3.0 3 "6 '" 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses With Ducts (R-4.2) Exterior Single- Single- Multi Wall Family Family Family Mass Detached Attactted Pckg 0.00 0 0 0 0.20 3 3 2 -0.40- 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 200 24 19 14 10. Heating -System Houses With Ducts (R-4.2) 1000 Water Heamhg SEER to Poett Scare Houses With Ducts (R-42) 7.9 JO 47 Sola Pckg •25 or •24 to -14 to -410 Sum of 1.6 16 or AC Gas Split Pkg •25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or . HSPF HSPF less -15 •5 +5 +15 more 787- 6.8 6.6 • 0 0 0 0 0 0 80Y. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 +6 to 16 or Effective AFUE or HSPF AC less -15 (AFUE or HSPF x duct efficiency) +5 Effective more One Story House S 3 Sum at 1.6 Gas Split Pkg -25' -24 -14 .4 +6 16 AFUE HP HP or to to to to or 6.8 HSPF HSPF less -15 -5 - +5 +15 more One Story House 7.8 •1 0 0 0 0 33% 2.9 28 -62- -53 -44 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 -16 -10 501/6 4.4 4.2 -19 •16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 •2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 801/. 7.0 6.8 13 11 9 7 5 3 90% 7.6 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -12 -8 -3 0 33% 29 28 -69 -58 -48 -37 -26 -15 407. 3.5 3.4 -46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 •13 -9 -5 60% 5.2 5.1 •9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 . 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 901/. 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Tank Insuiatioa Hamner at warn He=n watefHeare►Tvo9 One TWO SG50 .2 -5 SG75 •3 -0 SE •5 -0 HP .2 -4 Zonal Control Adjustment All 6 5 4 2 1 0 Haus Size Adjustment Hasa Sae jfl ) subtotal Houses With Ducts (R-4.2) 1000 Water Heamhg SEER to Poett Scare Sum of 7.9 JO 47 Sola Pckg •25 or •24 to -14 to -410 +6 to 16 or AC AC less •15 •5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 '3 2 2 1 0 120 11.6 8 6 5 3 1 0 13.0 126 it 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 038 • Effective SEER 6 5 -S -1 4 (SEER x duct efficiency) am 7 Elf SEER -1 3 7 Sum of 7-9 0.87 -20 Split Pckg -25 or •24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 .t5 more One Story House S 3 IE 5.0 4.9 -29 -23 -17 -11 -4 0 6.0 5.8 -16 •13 -9 -6 -2 0 7.0 6.8 •7 -0 -4 -3 .1 0 . 8.0 7.8 •1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0' 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 i6 it 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House HP 6.11,13.15 1.90 5.0 4.9 -35 -27 •20 •13 -5 0 6.0 5.8 -21 •17 -12 -8 -3 0 7.0 6.8 -11 -9 -7 -4 .2 0 8.0 7.8 -4 •3 •2 -1 •1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6• 4 1 0 120 11.6 13 10 7 5 2 0 13.0 12.6 16 12. 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 /6 11 7 3 0 Adjustment for No Tank Insuiatioa Hamner at warn He=n watefHeare►Tvo9 One TWO SG50 .2 -5 SG75 •3 -0 SE •5 -0 HP .2 -4 Zonal Control Adjustment All 6 5 4 2 1 0 Haus Size Adjustment Hasa Sae jfl ) subtotal less 1000 Water Heamhg than to Poett Scare 1000 1499 JO 47 •5 .25 -14 -4 -20 -11 .3 -15 -0 .3 •10 a .2. .5 3 .1 0 0 0 5 3 1 10 6 2 iS 9 3 20 11 3 25 14 4 House Slee Adjustment House Sae (tit) subtotal 15M 2000 Water Hsimtg to of Pant Sabre 1999 more 30 0 3 -?S 0 2 -20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 -1 i5 0 •1 2D 0 -2 25 0 -2 12- Water Heating One Water Heater - No AnzMary Cssdlb Didtimsion Sytitam2 a.�e Systems Wow ixmatn Emu STD MR Pipe No Timm Demo Hester Tvoel Zan". Factor - POU Imnd Or! SGSO AO O.S3 0 3 1 -9 -S 0 0.63 5 8 6 -4 0. S 0.73 8 11 9 0 4 8 SG75 All 0.48 -2 1 -1 -12 -7 -2 038 3 6 5 -S -1 4 am 7 10 8 -1 3 7 SE All 0.87 -20 -12 -17 -41 32 •19 0A3 -17 -0 -13 38 -28 -18 IG, As a80 2 S 3 IE At OS] -21 -12 HP 6it.t].1S 180 4 7 S -S -1 4 Two Wats Heaters - No AtrftDary Credits SGSO All am -7 -4 -0 -17 -12 -7 0.63 . 1 5 2 -0 -4 1 0.73 6 10 8 •2 2 7 SG -13 All 0.48 •12 -0 -11 -22 -17 -12 0.58 .1 3 0 -11 a -1 0.68 6 a 7 .4 1 6 SE AN 0.87 •22 -14 •19 46 -35 -22 0.93 -16 -7 -12 •39 •28 -1S !G Al 0.80 .4 •1 •3 IE As 0.93 -21 -12 HP 6.11,13.15 1.90 -1 3 1 -10 -0 0