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HomeMy WebLinkAbout024-090-019CARPORT, COVERED DECK W/O PT'RMI:S 8/29/99 U'_ 1 Q � 1 I i 24-09-1 W. Greg%� �O 4/riG11 N/S VA(t Rd., app.1100'E.of Gilstrap Rd., Gridley Permit #997-80B,P,E,M(remodel interio class A flu,rewire & plby.�ffort washer/ 024-090-019 99- lgoo ' VARGAS, MIKE & LIDIA 379 O'BRIEN ROAD, GRIDLEY CONTR: DOUG BRADLEY RE ROOF 024-090-019 99-2052 VARGAS, MIKE & LIDIA 379 O'BRIEN AVENUE; GRID Y CONTR: OWNER n CARPORT ' a 024-090-019 01-0895 VARGAS, MIKE & LIDIA 379 OBRIEN GRIDLEY CONT: OWNER F, V\4 STRG SHED / COVERED DECK 024-090-019 01-11 77 VARGAS, MIKE & LIDIA �i A a 379 O'BRIEN AVE., GRIDLEY CONTR: PHIL DECANN GARAGE , o',0 .FRUE, Gladys 828_70B* 197-69B ' 24,-09-1 n/s O'Brien 3rd house east of Gi sjrap,Gridl.. 2 ( add storage room) (RENEWAL) y — o 37cl --0 Av, CA flt�! ii�ilitt+!! Ii���t1t . rit!!! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, C=alifornia 95965 - Telephone (530) 538-7541 PERMIT NO. ,r(ev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 094-090-019 ZONING BUILDING PERMIT OWNER TELEPHONE 846-5431 SO, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS gnx 1 CA 95948 216 348 COV 4 524.00 CONTRACTOR'S NAME OWNFR TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAJUNG ADDRESS Fireplace Total Valuation $ T0— ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS 379 OBRIEN Permit Fee $ 108.00 Plan CheckingFee $ Energy Plan Checking Fee $ 70.20 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME .-_ PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 12 X 18 STORAGE SHED In _ 1.2 X 29 COV DFCK npyyzi {� Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S FGF W @20.00 PERMIT FEE I S ELECTRICAL PERMIT Fling Feel 20.00 Main Service E00V oR LEss 200A OR LESS 23.001 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of—a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that rf I should become subject to the workers' compensatiprovisions of section 3700 of the Labor Code, I shall fo witltCc mply i ithose provisions. X /V1i _ Date --) g7n nature of Applicant - O ner ❑ Contractor ❑ Agent — An OSHA permit is required fo , e cavations over 5'0" deep and demolition or construction of structures over 3 stories in ight. Main Service 200A To 1000A 46.00 NEW S.T, DWELLING OCCUP. SOI OR ADDNS ( a ACC. s Ds. 3.,-,s,..! 7.55 NEW CONST. MULTI -OUTLET NON-RESID. I 1 @7.50 POvlER APPARATUs a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES I.00 BAL (y .50 Ex. OCCLI UTE TS (RESS. OR OUTLETS RESID. EA I S.00 Temporary Service 1 23.001 Mobile Home Facilities 1 20.001 Misc. WiringI 23.00! f PERMIT FEE $ MECHANICAL PERMIT I Fling Fee 20.00 Heating 1 Coolin Hood 6.50 Ventilation I i PERMIT FEE S Mobile Home Installation Fee 1 $ Energy Inspection Fee $ Occ CONST. TYPE TOrTAL FEE $ X25.55 HAZ. D. FEES I ROOD CO PARCEL p HD SUE i ( I I This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w es have been paid. By at j PERMIT EXPIRES ON d © d 2 (Deto) Receipt No. ZS WHITE-O.O.S.-B.D. CANARY -ASSESS R PINK -INSPECTOR GOLDENROD -APPLICANT n i f L�� ZJS ENGINEERING `SERVICES INC. 350 S: MILLIKEN�,--S-W-T\E A ONTARIO, CALI*FO,RNIA 91\\61 ` PHONE ( 909_) 974 4150 FAX: ( 969-') '974 4153 STRUCTURAL CALCULATIONS CUSTOMER Oroville Products' <Helder Manufacturing> . DAT E 05-08-2001 JOB NUMBER : 13644-1 .CONTENTS 20' x 40' x 12', 1. Basic Loads ( 3.0/20/ 0./80. C) 2. Check Sheeting ( 26ga Multi -Rib, McElroy -D)`_ 3. Check Purlin And Eavestrut," 4. Check Girt S. Check Endwall Columns 6. Check Zndwall Rafter • �A�F 7. Check R'ig id Frame F0S 80 �� o 8. Check Connections 0.54869 9. Check Bracing Exp. 6/30/0y umt-DING DEPART` HY 10. Check Foundation �T'9 CIVlL P �OF CA��F� . A 0 0 v- . APPENDIX MAY 15 2001 Page Number 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 - -_ 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1 . BAS I C LOADS 1.1. Dead Load ppL= 3.0 lb 2 ft. 1.2. Live Load Refer To'Table No. 16-C Of UBC 1997 PZ 20 lb LL ft2 1.3. Wind Load. qs = 16.40 lb2 - 80. MPH ft. Ce = 1.06 - Exposure C 40 ( Average Height Of The Building < 15. ft ) Importance Factor PWL=...qs Ce I = 17.34 1 b 2 ft For Actual Cq Values See Thru-Out Calculations ! 1.4. Seismic Load Seismic Zone wo Ca = 0.44 Na = 0.57 Na = 1.3 - As Given In Table 16-Q Of UBC 1997 - As Given In Table 16-S Of UBC 1997 Page Number : 3 Designed By: Weight Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 Compression 350 S.Mi-lliken,#A. ONTARIO,Ca91761 I+ Janos Boros P.E. Fb+ PHONE (90-9) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12'. 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus 40 Double Equal Spans Condition w w 0 � � T T T E E Use: 26 GA Galv. Steel Multi -Rib, McElroy Or Equal. Material : Steel , ASTM A446 Grade D, Fy = 55 ksi Gauge; Weight Panel Top In Compression Panel Bottom In Compression p°L I+ S+ Fb+ I- S_ Fb_ lb in in3 in4 in3 ksi ksi ft2 ft ft ft ft 29 0.95 0.0365 0.0371 33.0 0.0213 0.0332 33.0 *26 1.20 0.0486 0.0499 33.0 0.0286 0.0462 33.0 24 1.68 0.0680 •0.0708 33.0 0.0419 0.0640 33.0 E = 29. 103 ksi'. Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked E = 5.0 ft. - Span Between Two Supports Max ( Actual Only 3 ft ). Page Number : 4 _Designed By: Z.J.S.ENGINEERING SERVICES 'INC. Job # 13644-1 _ - 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE: (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 2.1. For Dead Load + Live Load _ lb. wDL+LL ( pDL+ pLL ) b = 21.2 f t . Maximum Positive Moment : M = 0.07 w E z DL+LL DL+LL = 0.54 kip -in. SRQ. Fb++LL = 0.0163 in3 < S+= 0.0499 in. OK Maximum Negative Moment : M DL+LL = 0.125 w DL+LL P 2 = 0.97 kip -in. SRQ. FbL+LL = 0.0292 in. < S_= 0.0462 in. OK 2.2. Dead Load + Wind Load Cq = 1.3 lb. wDL+WL- ( Cq. pWL pDL ) b = 24. 0 f t . Maximum Positive Moment : M ' = 0.125 w P 2 DL+WL DL+WL = 1.09 kip -in. SRQ. 1. 33 - 0.0247 in < S+= 0.0499 in OK TWind Maximum Negative Moment MDL+WL= 0.07 wDL+WL 2 2 = 0.61 kip -in. M SRQ. 1.33+Fb- 0.0138 in < S_= 0.0462 in OK Wind Page Number : 5 Designed By: 29. 103 ksi Z.J.S.ENGINEERING SERVICES INC_ Job It 13644-1 b = 5.0 ft. 350-S.M-lliken,#A.ONTARIO,Ca91761 20.0 ft Janos Boros P.E. W PHONE (909) 974-4150 Date 05-08-2001 Refer ence:Orovin e Products <Helder Manufacturing> Description: 20''x 40' x 12' 3. CHECK QRLIN Ili n, c n r+ C-- „_ E = 29. 103 ksi Fy = 50.00 ksi b = 5.0 ft. t = 20.0 ft w W R W W SRQ 1.00 0.00 MMAX. pp G - Modulus Of Elasticity Of Steel - Minimum Yield Stress Spacing Of The Purlin, Max ( Actual Only 3 ft ) - Span Between Two Supports Critical - Uniform Load End Beam Reaction Required Section Modulus Max. Moment .l. .y 11, .I. 11, w W IV W W W W W W W w W W W - v' 1.00 0.00 pp G Q i G I Continuous Purlin w/ 1'-0" Overlap CONTINUOUS PURLIN PROGRAM ----------=--------------------------------------------------------------------- NUMBER OF ELEMENTS = 6 ELASTIC MODULUS = 29500.00 NUMBER OF CONCENTRATED LOADS = 0 PURLIN SPACING = 5.00' 3 SUPPRESSED DISPLACEMENTS AT POSITIONS : 1 7 13 --------------------------------------------------------- BAY LENGTH(FT) LENGTH(IN) LL (FT) RL (FT) --------------------------------------------------------- 1 20.00 240.00 0.00 1.00 2 --------------------------------------------------------- 20.00 240.00 1.00 0.00 I Page Number : 6 Designed By: Z.J.S.ENGINEERING SERVICES INC_ Job it 13644-1 - - 350 S.Milliken,#A.ONTARIO,Ca91761 ELEM. Janos Boros P.E. LENGTH 'PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 112. lb. ft. ---------------------------------------------;-------------------------------- BENDING NODAL DISPL. ELEM. IN -4 LENGTH w(K/in) w(K/ft) NODE MOMENTS (V) and (theta) ---------------------------------------------;-------------------------------- 1 7.19 96.00 0.0094 0.1125 1 0.0 0.00 -0.0119 2 7.19 132.00 0.0094 0.1125 2 35.9 0.72 -0.0005 3 14.38 12.00 0.0094 0.1125 3 -55.7 0.01 0.0018 4 14.38 12.00 0.0094 0.1125 4 -72.2 0.00 -0.0000 5 7.19 132.00 0.0094 0.1125 5 -55.7 0.01 -0.0018 6 7.19 96.00 0.0094 0.1125 6 35.9 0.72 0.0005 ---------------------------------------------;-------------------------------- 7 -0.0 0.00 0.0119 NODE=3 MOMENT= -55.7 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 61.0 NODE=5 MOMENT= -55.7 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 61.0 See Appendix For Allowable Value 3.1.2. Dead Load + Wind Load Tributary Area b e = 110 ft -� Cq = 1.3 - 0.3 = 1.0 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 lb. wDL+WL_ ( C PWL_ pDL) b = 74.5 ft. ---------------------------------------------;-------------------------------- BENDING NODAL DISPL. ELEM. IN -4 LENGTH w(K/in) w(K/ft) NODE MOMENTS (V) and (theta) ------------------------------------------------------------------------------ 1 3.60 96.00 -0.0062 -0.0745 1 -0.0 -0.00 0.0157 2 3.60 132.00 -0.0062 -0.0745 2 -23.8 -0.96 0.0007 3 7.20 12.00 -0.0062 -0.0745 3 36.9 -0.01 -0.0024 4 7.20 12.00 -0.0062 -0.0745 4 47.8 -0.00 -0.0000 5 3.60 132.00 -0.0062 -0.0745 5 36.9 -0.01 0.0024 6 3.60 96.00 -0.0062 -0.0745 6 -23.8 -0.96 -0.0007 ------------------------------------------------------------------------------ 7 0.0 -0.00 -0.0157 NODE=3 MOMENT= 36.9 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 61.0 NODE=5 MOMENT= 36.9 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 61.0 See Appendix For Allowable Value 0 Page Number : 7 Designed By: Z.J.S.ENGINEERING SERVICES INC_ Job It 13644-1 - 35G S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. 'PHONE (909) 974-4150 Date 05-08-2001 Reference:Qroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 4. CHECK QJRTS Simple Span Condition w - Uniform Load R - End Beam Reaction M - Bending Moment w R T T R P 4.1. Check Girt For Wind Load, Side/End Wall Use: Z 8" x 2-1/2" x 16 'GA Or Equal ( ASTM A570 ) E = 29.103 ksi. - Modulus Of Elasticity Of Steel Fy = 55.0 ksi. - Yield Stress MA = 61.0 kip -in - Allowable Moment For Bending -See APPENDIX VA = 2.35 kips - Allowable Shear -See APPENDIX b = 6.0 ft. - Tributary Width For The Girt ( max. ) i = 20.0 ft - Span Between Two Supports Critical Tributary Area b e = 120 ft Cq = 1.2 - 0.3 = 0.9 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 wWLq = CpWL b = 94 lb. ft. w t RWL= WL2 = 0.94 kips < 1.33 VA = 3:13 kips Stress Increase Due To Wind Load w e 2 MWL= WLg = 56.4 kip -in. < 1.33 MA = 81.1 kip -in Stress Increase Due To Wind Load Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 - AUGUST 350 S.Milliken,#A.ONTARIO,Ca91761 1986 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 5. CHECK ENDWALL COLUMNS 5.1. Check Corner Columns Use: ( 8 x 2-1/2 x 16 GA Or Equal ( ASTM A570 ) E = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] Ft = 0.6 F 33.0 ksi [ Allowable Stress For Tension ] Y Find Allowable Compression Strength : Calculation was done by using : COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 Adopted By UBC 1997, Refer To Section 2217 And 2218 . For Notation Refer To The Above Mentioned Specification Fn [ Nominal Buckling Stress l Pa [ Allowable Concentrated Load For Compress.] A [ Effective Area At The Stress Fn ] EFF 0 = 1.92 [ Safety Factor ] Kx = 1.0 Ky = 1.0 EX = 7.3 ft [ Unsupported Length Of The Column In X Direction ] Ey = 7.3 ft [ Unsupported Length Of The Column In Y Direction ] Kxtx = 7.3 ft KyEy = 7.3 ft Ktit = 7.3 ft t = 0.060 in [ Min. Thickness Of The Material ] A = 0.85 int I = 8.09 in I = 0.70 in x y 1 Page Number : 9 Designed. By: Z.J.S.ENGINEERING.SERVICES INC_ Job # 13644-1 - - 350 S.Milliken,kkA.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' x = -1.76 in 0 Ix r = A = 3.09 in x Iy r = A = 0.91 in. y r = r2 + r2 + x2 = 3.67 in o x y o 2 Fel Tr E 2 = 31.1 ksi r 2 ° 7T E = 359.6 ksi Ex ( Ex 2) rX z = 1 [Gj + Tr E Cw J = 31.0 ksi t A ro ( KtEt)2 J Fel 1 [ 2 .O, Ex + 0't - ( 0 Ex + 6t ) 2 - 4 13 o- EX c t (3 If Fe > 2y then Fn = Fy I 1 - 4y yFe ] Else Fn = Fe Fn 27.5 ksi L Check Each Element 1 = 30.4 ksi If A = 1/.052 t J = > 0.673 then section is not fully effective ! k r 1 - 0.22 1 Then Use AEFF - A - L w - w A 1 Else AEFF - A A = 0.6 int EFF Pn Pn = AEFF Fn = 16.08 kips Pa = = 8.37 kips b = 20.00 ft [ Bay Spacing Of The Building At End ] SL = 6.67 ft [ Next.Column To The Left ] SR 0.0 ft [ Next Column To The Right ] Page Number : 10 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 13644-1 350 S.Mi11iken,#A.0NTARI0,Ca91761 Janos Boros P.E. PFIONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <11elder Manufacturing> Description: 20' x 40' x 12' 5.1.1. For Dead Load + Live Load b Tributary Area : s -T—= 0 b s 2 = 67 ft 2 —� pLL = 20 lb2 ft. Compression s + s b P = ( p + p ) L R = 0.77 kip < Pa = 8.37 Kip , See Above DL+LL DL LL 2 2 5.1.2. For Dead Load + Wind Load Tension : Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 s + s b PT = ( C PWL - pDL ) L 2 R 2 = 0.31 kip P T A 0.01 < 1.33 0K. Ft Page Number : 11 Des.igne,d By: Z.J.S.ENGINEERING.SERVICES INC, Job It 13644-1 - - 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. = 1 .92 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12'' 5.2. Check Interior Columns At End Wall Use: ( 8 x 2-1/2 x 16 CA Or Equal ( ASTM A570 ) E = 29,500 ksi Fy = 55.0 ksi [ Modulus Of Elasticity Of Steel ] [ Minimum Yield Stress ] Ft = 0.6 F = 33.0 ksi [ Allowable Stress For Tension ] Y MA = 55.3 kip -in [ Allowable Moment For Bending -See APPENDIX J VA = 2.2 kips [ Allowable Shear -See APPENDIX ] Find Allowable Compression Strength : Calculation was done by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 Adopted By UBC 1997, Refer To Section 2217 And 2218 . For Notation Refer To The Above Mentioned Specification Fn Pa AEFF S2 = 1 .92 Kx = 1.0 Ky = 1.0 Ex = 14.1 ft ty = 7.3 ft Kxtx = 14.1 ft Kyey = 7.3 ft Ktet = 7.3 ft t = 0.060 in A = 0.85 int I ='8.09 in x [ Nominal Buckling Stress ] [ Allowable Concentrated Load For Compress.] [ Effective Area At The Stress Fn J [ Safety Factor ] [ Unsupported Length Of The Column In X Direction ] [ Unsupported Length Of The Column In Y Direction ] [ Mina Thickness Of The Material ] I = 0.70 in y Page Number : 12 Designed By: Z.J.S.ENGINEERING SERVICES INC_ Job It 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. 'PHONE (909) 974-4150 Date 05 -OS -2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' x = -1.76 in 0 /- Ix r = r A = 3.09 in x r = v/ rz + rz + xz = 3.67 in o x y o /- Iy r =V A = 0.91 in. y z Fe = Tr E z = 31.1 ksi l r 2 0ex TE Ex z = 97.5 ksi rX 2 6 = 1 [Gj + n E Cw 1 =' 31.0 ksi t A ro ( Kt8t J Fel 1 [ a' EX + (Pt - ( G_ EX + 0't ) 2 - 4 0 Ex 6 t = 28.4 ksi 2 (3 If Fe > 2y then Fn = Fy L 1 - 4y yFe ] Else Fn = Fe Fn = 27.5 ksi Check Each Element If A = 1.052 /F > 0.673 then section is not fully effective ✓ k 1 - 0.22 1 Then Use AEFF = A - L w - W 1 Else AEFF - A L a A = 0.6 int EFF Pn Pn = AEFF Fn = 16.08 kips Pa = = 8.37 kips b = 20.00 ft [ Bay Spacing Of The Building At End ] SL = 7.00 ft [ Next Column To The Left ] SR = 6.67 ft [ Next Column To The Right ] 9 = 14.08 ft ( Span Between Two Support For Wind Load ] Page Number : 13 Designed By: 0.7 Refer To Z.J.S.ENGINEERING SERVICES.INC. Job # 13644-1 - - 350 S.Milliken,##A.ONTARIO,Ca91761 b Janos Boros P.E. ( Cq pwL - pDL ) 'PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 5.2.1. For Dead Load + Live Load Tributary Area Compression b sL 2 = 70 ft LL - 20 lb ft 2 b sR 2 = 67 ft —� pLL _ 20 lb ft a s + s b PDL+LL ( pDL+ pLL ) L 2 R 2 = 1.57 kips < Pa = 8.37 kips 5.2.2. For Dead Load + Wind Load Tension Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 s + s b PT = ( Cq pwL - pDL ) L 2 R —z— = 0.63 kips Cq = 1.2 Refer To Table No. 16-H Of UBC 1997 sL SR lb wwL- C pwL 2 _ 142.6 q ft w 2 RWL= WL2 = 1.00 kips < 1.33 VA = 2.97 kips Stress Increase Due To Wind Load W 2 MWL= WL8 = 42.4 kip -in P T A MWL Combined Stress = + = 0.8 < 1.33 OK Ft MA Page Number : 14 Desizaned By: = 55.3 Z.J.S.ENGINEERING.SERVICES INC. Job It 13644-1 VA = 2.23 350 S.Milliken,#A.ONTARIO,Ca91761 [ Allowable Shear -See APPENDIX ] Janos Boros P.E. = 7.0 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 6. CHECK ENDWALL RAFTERS w - Uniform Load R - End Beam Reaction M - Bending Moment W D � R T R Use: ( 8"max 2-112" x 16 GA. As Endwall Rafter ( ASTM : A570, 55 ksi ) Find Allowable Bending Moment According To Specification For The Design Of Cold -Formed Steel Structural Members August 19, 1986 Edition With December 11, 1989 Addendum MA = 55.3 kip -in [ Allowable Moment For Bending -See APPENDIX ] VA = 2.23 kips [ Allowable Shear -See APPENDIX ] t = 7.0 ft [ Span Between Two Supports l b =-20.0 ft [ Bay Spacing Of The Building At End ] 6.1.1. For Dead Load + Live Load b Tributary Area : E 2 = 70.ft2 —� pLL = 20• lb 2 ft. _ b Lb wDL+LL ( pDL+ pLL ) ( 2 = 230. Ft w Q RDL+LL DL+2L = 0.81 kips < VA w P2 MDL+LL DL+gL = 16.9 kip -in. < MA OK Page Number : 15 Designed By: Z.J.S.ENGINEERING.SERVICES INC. Job # 13644-1 - 350 S.Milliken,4A.ONTARIO,Ca91761 Janos Boros P:E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description:,20' x 40' x 12' 6.1.2. For Dead Load + Wind Load Cq = 0.7 b Lb wDL+WL — ( Cq pWL - pDL ) ( 2 ) = 92 Ft w E R = DL+WL = 0.32 kips < 1.33 VA DL+WL 2 Stress Increase e Due To Wind Load w 2 MDL+WL DL+8 � L = 6.76 kip -in. <`1.33 MA Stress Increase Due To Wind Load me Page Number : 16 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' % . CHECK RIGID FRAME SYSTEM Reactions At Column Base : 3.93 0.72 -0.72 Dead Load + Wind Load 3.93 - 61 -3.69 -0.12 Page Number : 17 Designed By: of Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 43 Number 350 S.Milliken,#A.ONTARIO,Ca91761 materials Janos Boros P.E. 1 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 1/02/1981 11:20:23 Input data file 13644.INP Output data file WORK.OUT SIZE OF THE STRUCTURE 'Number of nodes 43 Number of materials 1 Number of beams 42 Number of beam end releases 0 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number.of restrained degrees of freedom 4 NODE COORDINATES Node Coordinate X Coordinate Y 1 0.00000 0.00000 2 0.00000 14.40000 3 0.00000 28.80000 4 0.00000 43.20000 5 0.00000 57.60000 6 0.00000 72.00000 7 0.00000 86.40000 8 0.00000 100.80000 9 0.00000 115.20000 10 0.00000 129.60000 11 0.00000 144.00000 12 13.70000 155.50000 13 24.33000 155.55000 14 34.96000 155.60000 15 45.59000 155.65000 16 56.22000 155.70000 17 66.85000 155.75000 18 77.48000 155.80000 19 88.11000 155.85000 20 98.74000 155.90.000 21 109.37000 155.95000 22 120.00000 156.00000 23 130.63000 155.95000. 24 141.26000 155.90000 E Page Number : 18 Designed By: 151.89000 2.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 .162.52000 155.80000 350 S.Milliken,#A.ONTARIO,Ca91761 173.15000 Janos Boros P.E. 28 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 25 151.89000 155.85000 26 .162.52000 155.80000 27 173.15000 155.75000 28 183.78000 155.70000 29 194.41000 155.65000 30 205.04000 155.60000 31 215.67000 155.55000 32 226.30000 155.50000 33 240.00000 144.00000 34 240.00000 129.60000 35 240.00000 115.20000 36 240.00000 100.80000 37 240.00000 86.40000- 6.4000038 38 240.00000 72.00000 39 240.00000 57.60000 40 240.00000 43.20000 41 240.00000 28.80000 42 240.00000 14.40000 43 240.00000 0.00000 MATERIAL PROPERTIES 72.50000 J[ Code Young's modulus Poisson's ratio Specific weight 1 29000000. 1 0.300000 0.000 BEAM DATA Beam I J Length Area M. Inertia Material 1 1 2 14.400 3.3500 72.50000 J[ 12 x 12 2 2 3 14.400 3.3500 72.50000 ][ 12 x 12 3 3 4 14.400 3.3500 72.50000 ][ 12 x 12 4 4 5 14.400 3.3500 72.50000 ][ 12 x 12 5 5 6 14.400 3.3500 72.50000 ][ 12 x 12 6 6 7 14.400 3.3500 72.50000 ][ 12 x 12 7 7 8 14.400 3.3500 72.50000 J[ 12 x 12 8 8 9 14.400 3.3500 72.50000 ][ 12 x 12 9 9 10 14.400 3.3500 72.50000 ]( 12 x 12 10 10 11 14.400 3.3500 72.50000 J[ 12 x 12 11 11 12 17.887 3.3500 72.50000 ][ 12 x 12 12 12 13 10.630 3.3500 72.50000 ]( 12 x 12 13 13 14 10.630 3.3500 72.50000 J[ 12 x 12 14 14 15 10.630 3.3500 72.50000 ][ 12 x 12 15 15 16 10.630 3.3500 72.50000 J[ 12 x 12 16 16 17 10.630 3.3500 72.50000 ][ 12 x 12 Page Number : 19 Designed By: 17 2.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 3.3500 72.50000 ][ 350 S.Milliken,#A.ONTARIO,Ca91761 x Janos Boros P.E. 18 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 17 17 18 10.630 3.3500 72.50000 ][ 12 x 12 18 18 19 10.630 3.3500 72.50000 ][ 12 x 12 19 19 20 10.630 3.3500 72.50000 ][ 12 x 12 20 20 21 10.630 3.3500 72.50000 ][ 12 x 12 21 21 22 10.630 3.3500' 72.50000 ][ 12 x 12 22 22 23 10.630 3.3500 72.50000 ][ 12 x 12 23 23 24 10.630 .3.3500 72.50000 ][ 12 x 12 24 24 25 10.630 3.3500 72.50000 ][. 12 x .12 25 25 26 10.630 3.3500 72.50000 ][ 12 x 12 26 26 27 10.630 3.3500 72.50000 ]['12.x 12- 27 27 28 10.630 3.3500 72.50000 ][ 12 x 12 28 28 29 10.630 3.3500 72.50000 ][ 12 x 12 29 29 30 10.630 3.3500 72.50000 ][ 12 x 12 30 30 31 10.630 3.3500 72.50000 ][ 12 x 12 31 31 32 10.630 3.3500 72.50000 ][ 12 x 12 32 32 33 17.887 3.3500 72.50000 ][ 12 x 12 33 33 34 14.400 3.3500 72.50000 ]( 12 x 12 34 34 35 14.400 3.3500 72.50000 ][ 12 x 12 35 35 36 14.400 3.3500 72.50000 ][ 12 x 12 36 36 37 14.400 3.3500 72.50000 ][ 12 x 12 37 37 38 14.400 3.3500 72.50000 ][ 12 x 12 38 38 39 14.400 3.3500 72.50000 ][ 12 x 12 39 39 40 14.400 3.3500 72.50000 ]( 12 x 12 40 40 41 14.400 3.3500 72.50000 ][ 12 x 12 41 41 42 14.400 3.3500 72.50000 ][ 12 x 12 42 42 43 14.400 3.3500 72.50000 ][ 12 x 12 PRIMARY LOADCASES Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction DEAD LOAD 1 0 22 0 0.00000 End Distributed Loads 11 Global Y axis -5.00000 -5.00000 12 Global Y axis -5.00000 -5.00000 13 Global Y axis -5.00000 -5.00000 14 Global Y axis -5.00000 -5.00000 15 Global Y axis -5.00000 -5.00000 16 Global Y axis -5.00000 -5.00000 17 Global Y axis -5.00000 :5.00000 18 Global Y axis -5.00000 -5.00000 19 Global Y axis -5.00000 -5.00000 Page Number : 20 Designed By: Global Z.J.S.ENGINEERING SERVICES INC., Job # 13644-1 -5.00000 -5.00000 350 S.Milliken,#A.ONTARIO,Ca91761 Global Janos Boros P.E. axis PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 20 Global Y axis -5.00000 -5.00000 21 Global Y axis -5.00000 -5.00000 22 Global Y axis -5.00000 -5.00000 23 Global Y axis -5.00000 -5.00000 24 Global Y axis . -5.00000 -5.00000 25 Global Y axis -5.00000 -5.00000 26 Global Y axis -5.00000 -5.00000 27 Global Y axis -5.00000 -5.00000 28 Global Y axis -5.00000 -5.00000 29 Global Y axis -5.00000 -5.00000 30 Global Y axis -5.00000 -5.00000 31 Global Y axis -5.00000. -5.00000 32 Global Y axis -5.00000 -5.00000 Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction LIVE LOAD 2 0 22 0 0.00000 End Distributed Loads 11 Global Y axis -26.67000 -26.67000 12 Global Y axis -26.67000 -26.67000 13 Global Y axis -26.67000 -26.67000 14 Global Y axis -26.67000 -26.67000 15 Global Y axis -26.67000 -26.67000 16 Global Y axis -26.67000 -26.67000 17 Global Y axis -26.67000 -26.67000 18 Global Y axis -26.67000 -26.67000 19 Global Y axis -26.67000 -26.67000 20 Global Y axis -26.67000 -26.67000 21 Global Y axis -26.67000 -26.67000 22 Global Y axis -26.67000 -26.67000 23 Global Y axis -26.67000 -26.67000 24 Global Y axis -26.67000 -26.67000 25 Global Y axis -26.67000 -26.67000 26 Global Y axis -26.67000 -26.67000 27 Global Y axis -26.67000 -26.67000 28 Global Y axis -26.67000 -26.67000 29 Global Y axis -26.67000 -26.67000 30 Global Y axis -26.67000 -26.67000 31 Global Y axis -26.67000 -26.67000 32 Global Y axis -26.67000 -26.67000 Page Number : 21 Designed By: Global Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 23.18000 23.18000 350 S.Milliken,#A.ONTARIO,Ca91761 Global Janos Boros P.E. axis PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads'factor BEAM LOADS Beam Loading direction WIND LOAD 3 0 42 0 0.00000 End Distributed,Loads 1 Global X axis 23.18000 23.18000 2 Global X axis .23.18000 23.18000 3 Global X axis 23.18000 23.18000 4 Global X axis 23.18000 23.18000 5 Global X axis 23.18000 23.18000 6 Global X axis 23.18000 23.18000 7 Global X axis 23.18000 23.18000 8 Global X axis 23.18000 23.18000 9 Global X axis 23.18000 23.18000 10 Global X axis 23.18000 23.18000 11 Local Y axis ..-11:59000 -11.59000 12 Local Y axis 26.08000 26.08000 13 Local Y axis 26.08000 26.08000 14 Local Y axis 26.08000 26.08000 15 Local Y axis 26.08000 26.08000 16 Local Y axis 26.08000 26.08000 17 Local Y axis 26.08000 26.08000 18 Local Y axis 26.08000 26.08000 19 Local Y axis 26.08000 26.08000 20 Local Y axis 26.08000 26.08000 21 Local Y axis 26.08000. 26.08000 22 Local Y axis 20.28000- 20.28000 23 Local Y axis 20.28000 20.28000 24 Local Taxis 20.28000 20.28000' 25 Local Y axis 20.28000 20.28000 26 Local Y axis 20.28000 20.28000 27 Local Y axis 20.28000 20.28000 28 Local Y axis 20.-28000 20.28000 29 Local Y axis 20.28000 20.28000 30 Local Y axis 20.28000 20.28000 31 Local Y axis 20.28000 20.28000 32 Local Y axis 20.28000 20.28000 33 Global X axis 14.49000 14.49000 34 Global X axis 14.49000 14.49000 35 Global X axis 14.49000 14.49000 36 Global X axis 14.49000 14.49000 37 Global X axis 14.49000 14.49000 Page Number : 22 Designed By: Global Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 14.49000 14.49000 350 S.Milliken,#A.ON.TARIO,Ca91761 Global Janos Boros P.E. axis PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products -<Helder Manufacturing> Description:'20' x 40' x 12' 38 Global X axis 14.49000 14.49000 39 Global X axis 14.49000 14.49000 40 Global X axis 14.49000 14.49000 41 Global X axis 14.49000 14.49000 42 Global X axis 14.49000 14.49000 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X axis 0.00000 1 Translation along Y axis 0.00000 43 Translation along X axis 0.00000 43 Translation along Y axis 0.00000 ---------------------------------------------------------------------- ---------------------------------------------------------------------- RESULTS ---------------------------------------------------------------------- FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Page Number : 23 Designed By: I Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 SX1 PX2 350 S.Mi1liken,#A.ONTARIO,Ca91761 . Janos Boros P.E. 2 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufactur-ing> Description: 20' x 40' x 12' Beam I J PX1 SX1 PX2 SX2' 1 1 2 -3933. -1174.- -3933. -1174. 2 2 3 -3933. -1174. -3933. -1174. 3 3 4 -3933. -1174. -3933. -1174. 4 4 5 -3933. -1174. -3933. -1174. 5 5 6 -3933. -1174. -3933. -1174. 6 6 7 -3933. -1174. -3933. -1174. 7 7 8 -3933. -1174. -3933. -1174. 8 8 9 -3933. -1174. -3933. -1174. 9 9 10 -3933. -1174. -3933. -1174. 10 10 11 -3933. -1174. -3933. -1174. 11 11 12 -3082. -920. -2718. -811. 12 12 13 -738. -220. -736. -220. 13 13 14 -736. -220. -735. -219. 14 14 15 -735. -219. -733. -219. 15 15 16 -733. -219. -732. -218. 16 16 17 -732. -218. -730. -218. 17 17 18 -730. -218. -728. -217. 18 18 19 -728. -217. -727. -217. 19 19 20 -727. -217. -725. -217. 20 20 21 -725. -217. -724. -216. 21 21 22 -724. -216. -722. -216. 22 22 23 -722. -216. -724. -216. 23 23 24 -724. -216. -725. -217. 24 24 25 -725. -217. -727. -217. 25 25 26 -727. -2.17. -728. -217. 26 26 27 -728. -217. -730. -218. 27 27 28 -730. -218. -732. -218. 28 28 29 -732. -218. -733. =219. 29 29 30 -733. -219. -735. -219. 30 30 31 -735. -219. -736. -220. 31 31 32 -736. -220. -738. -220. 32 32 33 -2718. -811. -3082. -920. 33 33 34 -3933. -1174. -3933. -1174. 34 34 35 -3933. -1174. -3933. -1174. 35 35 36 -3933. -1174. -3933. -1174. 36 36 37 -3933. -1174. -3933. -1174. 37 37 38 -3933. -1174. -3933. -1.174. 38 38 39 -3933. -1174. -3933. -1174. 39 39 40 -3933. -1174. -3933. -1174. 40 40 41 -3933. -1174. -3933. -1174. 41 41 42 -3933. -1174. -3933. -1174. 42 42 43 -3933. -1174. -3933. -1174. Page Number : 24 Designed By: I Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 SH2 BM1 350 S.Mi11iken,#A.ONTARIO,Ca91761 1 Janos Boros P.E. 2 PHONE (909)-974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Beam I J SH1 SH2 BM1 BM2 1 1 2 722. 722. 0. -10399. 2 2 3 722. 722. -10399. -20797. 3 3 4 722. 722. -20797. -31196. 4 4 5 722. 722. -31196. -41594. 5 5 6 722. 722. -41594. -51993. 6 6 7 722. 722. -51993. -62391. 7 7 8 722. 722. -62391. -72790. 8 8 9 722. 722. -72790. -83188. 9 9 10 722. 722. -83188. -93587. 10 10 11 722. 722. -93587. -103986. 11 11 12 -2548. -2114. -103986. -62288. 12 12 13" -3363. -3026. -62288. -28327. 13 13 14 -3026. -2690. -28327. 2056. 14 14 15 -2690. -2353. 2056. 28860. 15 15 16 -2353. -2017. 28860. 52085. 16 16 17 -2017. -1680. 52085. 71731. 17 17 18 -1680. -1343. 71731. 87799. 18 18 19 -1343. -1007. 87799. 100288. 19 19 20 -1007. -670. 100288. 109199. 20 20 21 -670. -333. 109199. 114531. 21 21 22 -333. 3. 114531. 116284. 22 22 23 -3. 333. 116284. 114531. 23 23 24 333. 670. 114531. 109199. 24 24 25 670. 1007. 109199. 100288. 25 25 26 1007.. 1343. 100288. 87799. 26 26 27 1343. 1680. 87799. 71731. 27 27 28 1680. 2017. 71731. 52085. 28 28 29 2017. 2353. 52085. 28860. 29 29 30 2353. 2690. 28860. 2056. 30 30 31 2690. 3026. 2056. -28327. 31 31 32 3026. 3363. -28327. -62288. 32 32 33 2114. 2548. -62288. -103986. 33 33 34 -722. -722. -103986. -93587. 34 34 35 -722. -722. -93587. -83188. 35 35 36 -722. -722. -83188. -72790. 36 36 37 -722. -722. -72790. -62391. 37 37 38 -722. -722. -62391. -51993. 38 38 39 -722. -722. -51993. -41594. 39 39 40 -722. -722. -41594. -31196. 40 40 41 -722. -722. -31196. -20797. 41 41 42 -722. -722. -20797. -10399. 42 42 43 -722. -722. -10399. 0. Page Number : 25 Designed By: Or Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 The Ends Of The.Member SX1 350 S.Milliken,#A.ONTARIO,Ca91761 SX2 Janos Boros P.E. At The Ends Of The Member PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40'. x 1,2' .. Type of beam :][ 12 x 12 Maximum Stress- Compression [ fa ] -1174. At Beam 1 Maximum Bending Moment ['M ] 116284. At Beam 22 Capacity Of (2) [ 12 x 2-1/2 x 14 ga =.(2) 125.28 kip -in = 250.5 kip -in > 116.284 kip -i SEE APPENDIX NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 722. Reaction 3933. Reaction 0. 43 -722. Reaction 3933. Reaction 0. RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The.Member SX1 Or SX2 Axial Stress At The Ends Of The Member 3687. 1101. 3687. + : Tens'.ion , . - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 SX2 1 1 2 3687. 1101. 3687. 1101. 2 2 3 3687. 1101. 3687. 1101. 3 3 4 3687. 1101.. 3687. 1101. 4 4 5 3687. 1101. 3687. 1101. 5 5 6 3687. 1101. 3687. 1101. .6 6 7 3687. 1101. 3687. 1101. 7 7 8 3687. 1101. 3687. 1101. 8 8 9 3687. 1101. 3687. 1101. 9 9 10 3687. 1101. 3687. 1101. 10 10 11 3687. 1101. 3687. 1101. 11 11 12 2576. 769. 2634. 786. 12 12 13 153. 46. 154. 46. 13 13 14 154. 46. 154. 46. 14 14 15 154. 46. 154. 46. Page Number : 26 Designed By: 15 Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 46. 154. 350 S.Milliken,#A.ONTARIO,Ca91761 16 Janos Boros P.E. 17 PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 15 15 16 154. 46. 154. 46. 16 16 17 154. 46. 155. 46. 17 17 18 155. 46. 155. 46. 18 18 19 155. 46. 155. 46. 19 19 20 155.• 46. 155. 46. 20 20 21 155. 46. 156. 46. 21 21 22 156. 46. 156. 47. 22 22 23 140. 42. 140. 42. 23 23 24 140. 42. 139. 42. 24 24 25 139. 42. 139. 42. 25 25 26 139. 42. 139. 41. 26 26 27 139. 41. 139. 41. 27 27 28 139. 41. 138. 41. 28 28 29 138. 41. 138. 41. 29 29 30 138. 41. 138. 41. 30 30 31 138. 41. 138. 41. 31 31 32 138. 41. 137. 41. 32 32 33 60. 18. 3. 1. 33 33 34 118. 35. 118. 35. 34 34 35 118. 35. 118. 35. 35 35 36 118. 35. 118. 35. 36 36 37 118. 35. 118. 35. 37 37 38 118. 35. 118. 35. 38 38 39 118. 35. 118. 35. 39 39 40 118. 35. 118. 35. 40 40 41 118. 35. 118. 35. 41 41 42 118. 35. 118. 35. 42 42 43 118. 35. 118. 35. Beam I J SH1 SH2 BM1 BM2 1 1 2 -3606. -3272. 0. 49523. 2 2 3 -3272. -2938. 49523. 94239. 3 3 4 -2938. -2605. 94239. 134149. 4 4 5 -2605. -2271. 134149. 169252. 5 5 6 -2271. -1937. 169252. 199549. 6 6 7 -1937. -1603. 199549. 225039. 7 7 8 -1603. -1269. 225039. 245722. 8 8 9 -1269. -936. 245722. 261599. 9 9 10 -936. -602. 261599. 272669. 10 10 11 -602. -268. 272669. 278933. 11 11 12 2652. 2928. 278933. 229031. 12 12 13 3935. 3711. 229031. 188392. 13 13 14 3711. 3487. 188392. 150136. 14 14 15 3487. 3263. 150136. 114262. 15 15 16 3263. 3039. 114262. 80769. 16 16 17 3039. 2815. 80769. 49659. 17 17 18' 2815. 2590. 49659. 20931. 18 18 19 2590. 2366. 20931. -5416. Page Number : 27 Designed By: 19, Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 .2142. -5416. 350 S.Milliken,#A.ONTARIO,Ca91761 20 Janos Boros P.E. 21 PHONE.(909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 19 19, 20 2366. .2142. -5416. -29380. 20 20 21 2142. 1918.. -29380. -50962. 21 21 22 1918. 1694. -50962. -70162. 22 22 23 1696. 1533. -70162. -87323. 23 23 24 1533. 1371.' -87323. -102757. 24 24 25 1371. 1208. -102757. -116464. 25 25 26 1208. 1046. -116464. -128445. 26 26 27 1046. 883. -128445. -138699. 27 27 28 883. ..721. -138699. -147226. 28 28 29 721. 559. -147226. -154027. 29 29 30 559. 396. -154027. -159101. .30 30 31 396. 234. -159101. -162449. 31 31 32 234. 71. -162449. -164069. 32 32 33 143. -152. -164069. -163989. 33 33 34 =96. -304. -163989. -161111. 34 34 35 .-304. -513. -161111. -155228. 35 35 36 -513. -721. -155228. -146341. 36 36 37 -721. -930. -146341. -134449. 37 37 38 -930. -1139. -134449. -119552. 38 38 39 -1139. -1347. -119552. -101651. 39 39 40 -1347. -1556. -101651. -80745. 40 40 41 -1556. -1765. -80745.. -56835. 41 41 42 -1765. -1973. -56835. -29920. 42 42 43 -1973. -2182. -29920. 0. Type of beam :][ 12 x 12 Maximum Stress - Tension [ ft ] 1101. At Beam 1 Maximum Bending Moment [ M ] 278933. At Beam 11 Capacity Of (2) [ 12 x 2-1/2 x 14 ga = 1.33 (2) 125.28 kip -in = 333.2 kip -in > 278.933 SEE APPENDIX NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 -3606. Reaction -3687. Reaction 0. 43 -2182. Reaction -118. Reaction 0. Page Number : 28 Designed By: Z.J.S.ENGINEERING SERVICES INC., Job # 13644-1 -350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' 8. CHECK CONNECTIONS 8.1. Purlin to Rafter Use : (2) 112" Diameter Bolt or Equal ( A307 Machine Bolt ) F = 10.0 ksi U D = 0.50 in A = 0.196 int VALLOW Fu A = 1.96 kips VALLOW 1.33 VALLOW - 2.61 kips WIND R b = 5.0 ft E = 20.0 ft 8.1.1. For Dead Load + Live Load [ Minimum Yield Stress For Shear ] [ Min. Diameter Of Bolt ] [ Area l [ Allowable Shear ] [ Allowable Shear For Wind Load ] [ Max. Reaction Force At The End Of Purlin ] [ Spacing Of The Purlin ] [ Span Between Two Supports ] wDL+LL ( pDL+ pLL ) b = 112. lb. ft. w 2 R = DL+LL = 1.12 kips < 2 V = 3.92 kips DL+LL 2 ALLOW 8.1.2. Dead Load + Wind Load Tributary Area b 2 110 ft —� Cq = 1.3 - 0.3 = 1.0 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 wDL+WL _ ( C pWL- pDL ) b = 74.5 lb. ft. w P R = DL+WL = 0.74• kips < 2 V = 5.22 kips DL+WL 2 ALLOW WIND Page Number : 29 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> . Description: 20' x 40' x 12' 8.2. Rafter to Column Use (2) 1/2" Diameter Bolt or Equal ( A307 Machine.Bolt ) F 10.0 ksi U D 0.50 .in A = 0.196 int VALLOW = FU A = 1.96 kips V ALLOW ALLOW = 1.33 V = 2.61 kips WIND R [ Minimum Yield Stress For Shear ] [ Min. Diameter Of Bolt ] [ Area ] [ Allowable Shear l [ Allowable Shear For Wind Load l [ Max. Reaction Force At The End Of Purlin l R DL+LL. =0.81 kips < 2 V ALLOW = 3.92 kips -.See 6.1. For Reactions RDL+WL 0.32 kips < 2 VALLOW 5.22 kips - See 6.2. For Reactions WIND 8.3. Girt To Column Use (2) 1/2" Diameter Bolt or Equal ( A307 Machine Bolt ) F = 10.0 ksi [ Minimum Yield Stress For Shear ] U D = 0.50 in [ Min. Diameter Of Bolt ] A = 0.196 int [ Area ] VnLLOw = FU A = 1.96 kips ( Allowable Shear ] V ALLOW 'ALLOW = 1.33 V =,2.61 kips ( Allowable Shear For Wind Load WIND R [ Max. Reaction Force At The End Of Purlin ] RWL= 0.94 kips < 2 VALLOW = 5.22 kips - See 4. For Reactions WIND Page Number : 30 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' 8.4. Haunch Connection At Rigid Frame Use 1/2" Dia. A-325 High Strength Bolts Moment [ kip—in ] = 103.98 - See 7. Check Rigid Frame System Axial ( kip ] = 3.93 - See 7. Check Rigid Frame System Shear ( kip ] = 0.72 - See 7. Check Rigid Frame System 0 0 I O 0 4.25 o 0 + 1.5+ — — — — 0 0 BOLT 0 o I o 0 1.5 Figure Number Of Fasteners X1 = 8 X1 ( Distance In Inch Bolt Group CL To CL Bolt ) = 4.25 Number Of Fasteners X2 = 4 X2 = 1.5 Number Of Fasteners Y1 = 8 Y1 ( Distance In Inch Bolt Group CL To CL Bolt ) = 4.25 Number Of Fasteners Y2 = 4 Y2 = 1.5 E x2 = 154. E y2 = 154. E x2 + E y2 = 307. M x Shear F' _ = 0.33 F'' _ = 0.06 x E x2 + E y2 x Sum Of Fasteners M y Axial F' _ = 0.33 F'' _ 0.32 Y E x2 + Ey 2 y Sum Of Fasteners r 12 z R = I F' + FX' I + Fy + FY' 1 = 0.75 O K . Page Number : 31 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 - Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' 9. CHECK BRACING 9.1. Check Longitudinal Bracing Fy = 36.00 ksi - Minimum Yield Stress For Bracing Cable A 0.142 int - Effective Area For A 1/4" Dia. Cable 1/4 A - 0.226 in - Effective Area For A 5/16" Dia. Cable sn6 A = 0.334 in - Effective Area For A 3/8" Dia. Cable 3/8 A = 0.56 in - Effective Area For A 1/2" Dia. Cable 1/2 Eave = 12.0 ft - Eave Height Width = 20.0 ft - Width Of The Building Length = 40.0 ft - Length Of The Building Bay = 8.9 ft - Width Of The Braced Bay ( Critical ) Ridge = Eave + Slope Width = 13.00 ft PT Eave 2 T l - /Width T 2T � � � H JAR R� Bay r Check For Wind Load Find Total Exposed Area At The End Of The Building At Each Side A _ Ridge + Eave l Width = 125 ft T [ 2 J 2 Total Wind Load At Each Side Cq = 1.3 PT = C pWL AT = 2.83 kips Page Number : 32 Designed By: Z.J.S.ENGINEERING.SERVICES INC.. Job # 13644-1 350 S.Mi11iken,#A.ONTARIO,Ca91761 _ _ Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' Check For Seismic Find Total Seismic Load At Each Side Of The Building r = 0.25 MAX - AB = Width Length = 800 ft p=2- 20 < 1 = 1.0 rMAX V AB R = 5.6 - As Given In Table 16-N Of UBC 1997 PT Ca I pDL Width Length J 0.40 kips << 2.83 kips - Due To Wind Wind Governs ! PT = 2.83 kips Tension Force In The Cable P Ridged+Bay2 T =2T2.38 kip Bay Allowable Tension For (1) Set Of 1/4" Dia. Cable WIND Pa = ( 1.33 ) 0.6 Fy A1/4 = 4.08 kip > T = 2.38 kip OK Therefore, (1) or more Sets Of 1/4" Dia. (or larger) is Sufficient. Reactions For Anchorage P H = 2T = 2.83 kip P Ridge R = T = 3.81 kip 2 Bay Page Number : 33 Designed By: 36.00 Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 -Stress For 350 S.Milliken,#A.ONTARIO,Ca91761 A = Janos Boros P.E. in PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40.' x 12' 9.2. Check Lateral Bracing At End Wall Fy = 36.00 ksi - Minimum Yield' -Stress For Bracing Cable A = 0.142 in - Effective Area For A 1/4" Dia. Cable 1/4 A - 0.226 in - Effective Area For A 5/16" Dia. Cable 5/16 A = 0.334 in - Effective Area For A 3/8" Dia. Cable 3/8 A = 0.56 in - Effective Area For A 1/2" Dia. Cable 1/2 Bay = 6.5 ft - Width Of The Braced Bay b = 20.0 ft - Bay Spacing Of The Building At End Check For Wind Load Find Total Exposed Area At The End Of The Building b AT = Ridge 2 = 130 f t2 Total Wind Load At Each Side : Cq = 1.3 PT = C pWL AT = 2.94 kips Tension Force In The Cable P/Ridge2+Bay2 T = 2T= 3.29 kip Bay Allowable Tension For (1) Set Of 1/4" Dia. Cable / WIND Pa = ( 1.33 ) 0.6 Fy A1/4 = 4.08 kip > T = 3.29 kip OK Therefore, (1) or more Sets Of 1/4" Dla. (or larger) is Sufficient. Reactions For Anchorage P H = 2T = 1.47 kip P Ridge R = T = 2.94 kip 2 Bay Page Number : 34 Designed By: CHECK FOUNDATION Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 Lb PS 350 S.Milliken,#A.ONTARIO,Ca91761 - - Janos Boros P.E. PHONE (909) 974-4150 Date 05-05-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' 10. CHECK FOUNDATION Lb PS = 1000 Ft2 Lb � = 150 c Ft3 Lb f ` = 2500 C . 2 in Lb PL = 100 Ft2 Lb PF 130 Ft2 10.1 @ Rigid Frames ( Line 2 ) [ Min. Soil Pressure' ] [ Specific Weight Of Concrete ] [ Compressive Strength Of The Concrete] [.Min. Lateral Bearing Pressure ] [ Min. Lateral Sliding Resistance ] Use : F3`F_t'l=�0'In..._.Square-x 2-Ft� - 0 In. Deep Concrete Footing Wi,, 4 in Slab D = 2.00 Ft [ Depth Of The Footing ] r = 3.00 Ft [ Width Of The Footing A = r2 = 9.00 Ft.2 [ Area Of The Bottom Of The Footing ] t = 4 in [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab ] 10.1.1. Vertical Down P VERT. = 3.93 kips DOWN P VERT. 1000 Lb > DOWN = 437 Lb OK PS Ft A Ft 10.1.2. Vertical Up P = VERT. 3.81 kips UP PWEIGTH A D 7c = 2.70 kips FOOTING Page Number 35. Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 -350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' Safety = 2 Stress Increase Due FTo Wind. Or Seismic 1.33 p PFRICT. — ( 2 ) ( 4' r ) 6 S D = 2.67 kips Refer.To Section 1807.10- Of 807.10Of UBC 1997. PWEIGHT ( 2 Lc ) Lc t 7c SLAB Find Lc: Lc I Slab VERT. UP t Slab f 2 Lc S.= 12 iin. t2 ( Section Mod. For 12 in. Strip] f = 1.6 ✓ f ( Allowable Tension Stress ] T C MALLOW 1.33 f T S ( Allowable Bending Moment ] 2 M = 0..85 t c L2 [ Moment Due To Self Weight ] M=M Lc=3.65 ft. ALLOW P = ( 2 Lc ) Lc WEIGHT SLAB P TOTAL RESISTING t 7c 1.34 kips 6.70 kips Page Number : 36 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 _ Janos Boros P.E. PHONE (909) 974-4150 Dat -e 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' P TOTAL Safety _ PRESISTING = 1.76 OK VERT. UP 10.1.3. Horizontal P HORIZ. = 2.81 kips Use : <2> 3/4 in Dia Anchor Bolts With <1> #3 x 10 ft - 0 in Long Hairpin Or #4 Tierod And <1> 3 in x 3 in x 0 ft - 8 in Long Thrust Angle See Appendix For Allowable Values 10.2 LD Endwall Columns lk- Use : 2 Ft., --'3 In. Square x -2 -Ft: - 0 In. Deep Concrete Footing With !%-4` in Slab D = 2.00 Ft [ Depth Of The Footing ] r = 2.25 Ft [ Width Of The Footing A = r2 = 5.06 Ft.2 L Area Of The Bottom Of The Footing ], t = 4 in ( Thickness Of The Slab ] Lc ( Effective Length Of The Slab ] 10.2:1. Vertical Down P VERT. = 1.57 kips DOWN P VERT. 1000 Lb > DOWN = 310 Lb OK PS Ft A Ft 10.2.2. Vertical Up Bracing Uplift P = ( VERT. 2.94 kips + 0.63 kips ) = 3.57 kips UP PWEIGTH A D c = 1.52 kips FOOTING Page Number : 37 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Daae 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12'. Safety = 2 Stress Increase Due FTo Wind Or Seismic 1.33 p PFRICT. ( 2 ) ( 4 r ) 6 S D = 2.00 kips Refer To Section.1807..10 Of UBC 1997. PWEIGHT ( 2 Lc ) Lc t a c SLAB Find Lc Lc Hl- Slab P VERT. UP t Slab f T I I I I I I I I 2Lc� 2 . S = 12 in. t [ Section Mod. For 12 in. Strip] f = 1.6_J f [ Allowable Tension Stress ] T C MALLOW 1.33 f T S [ Allowable Bending Moment ) 2 M = 0.85 t c2 [ Moment Due To Self Weight ] M=M Lc=3.65 ft. ALLOW PWEIGHT ( 2 Lc ) Lc t Tc = 1.34 kips SLAB P = 4.85 kips TOTAL RESISTING Page Number 38 Designed By: 2 Ft. Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 x 2 Ft. - 0 In. Deep Concrete Footing 350 S.Milliken,#A.ONTARIO,Ca91761 'in Janos Boros P.E. PHONE (909) 974-4150 — Date 05-08-2001 Reference:Oroville Products <Helder Manu€acturing> Description: 20' x 40' x 12' P TOTAL Safety = PRESISTING = 1.35 OK with 12" x 12" grade beam VERT. UP 10.3 @ Corner Columns Use 2 Ft. - 0 In. Square x 2 Ft. - 0 In. Deep Concrete Footing With --4 'in Slab D = 2.00 Ft [ Depth Of The Footing ] r = 2.00 Ft [ Width Of The Footing A = r2 = 4.00 Ft.2 [ Area Of The Bottom Of The Footing ] t =4 in [ Thickness Of The Slab l Lc [ Effective Length Of The Slab ] 10.3.1. Vertical Down P VERT. = 0.77 kips DOWN P VERT. 1.20 p = 1200 Lb > DOWN = 192 Lb O K S Ft Lb A Ft Lb 10.3.2. Vertical Up P VERT. = 0.31 kips UP P = A D = 1.20 kips FOOTING C Safety = 2 Stress Increase Due FTo Wind Or Seismic 1.33 p PFRICT. ( 2 ) ( 4 r ) 6 s D = 1.78 kips Refer To Section 1807.10 Of UBC 1997. _ PWEIGHT ( Lc )2 t 7c SLAB Page Number : 39 Designed By: 2.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 350 S.Milliken,#A.ONTARIO,Ca91761 _ Janos Boros P.E. PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> - Description: 20' x 40' x 12' Find Lc Lc Ftg. P VERT UP t Slab �-- Lc� 2 S = 12 6n. t [ Section Mod. For 12 in. Strip] f = 1.6 ✓ f [ Allowable Tension Stress ] T C MALLOW 1..33 fTS [ Allowable Bending Moment ] 2 M = 0.85 t c2 [ Moment Due To Self Weight, ] M=M Lc 3.65 ft. ALLOW P = ( Lc )2 WEIGHT C t I = 0.67 kips ' SLAB P = 3.65 kips TOTAL RESISTING P TOTAL Safety = PRESISTING = 11.76 OK VERT. UP Page Number : 40 Designed By: L Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 Tension: 2 — sin 350 S.Milliken,#A.ONTARIO-Ca91761 ( kips ) Janos Boros P.E. 2 PHONE (909) 974-4150 - Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Appendix Find Capacity Of Wire Mesh : Use' 6--x-6.1 10-1-0"Cold Drawn Wire ASTM A-82 Ft = 30.0 ksi - Max. Tension Stress Fv 45.0 ksi - Max. Shear Stress A = 0.029 L - Length Of The Hairpin TENSION 6x6/ 10-10 Wire Mesh lH L 2 ) SHEAR L Tension: 2 — sin 300 A Ft = 0.435 L ( kips ) 2 L Shear 2 — cos 300 A Fv = 0.562 L ( kips ) 2 0.997 L ( kips ) Length Of Hairpin Capacity Of Wire Mesh L = 10.0 ft 9.9 kips L = 20.0 ft 19.9 kips L = 40.0 ft 39.9 kips ) SHEAR Page Number : 41 Designed By: 2.2 Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 4.4 kips 350 S.Milliken,#A.0NTARIO,Ca91761 _ - Janos Boros P.E. #6 PHONE (909) 974-4150 Date 05=08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Find Capacity Of Hairpin UsA__395- —A-15 Intermediate Ft = 20.0 ksi - Max. Tension Stress A — Area Of The Hairpin s 2 Ft cos 300 As = 34.6 As ( kips Find Capacity Of Tierod Use A 305 : A-15 Intermediate Ft = 20..0 ksi - Max. Tension Stress A - Area Of The Tierod s Ft As = 20.0 As ( kips ) Allowable Values Size Of Bar Tierod Hairpin #3 2.2 kips #4 4.4 kips #5 6.2 kips #6 8.8 kips #7 12.0 kips #8 15.8 kips #9 20.0 kips #10 25.4 kips #11 31.2 kips Appendix 3.8 kips 6.9 kips 10.7 kips 15.2 kips 20.7 kips 27.3 kips 34.6 kips 43.9 kips 53.9 kips Page Number : 42 Designed By: - 6.20 Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 6.90 - 8.80 350 S.Milliken,#A.ONTARIO,Ca91761 -10.70 Janos Boros P.E. -13.30 PHONE (909) 97,t--4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Appendix HORIZONTAL REACTION (kips) TIE ROD HAIRPIN 0.00 - 2.20 2.20 - 3.79 3.79- 4.00 4.00 - 6.20 6.20 - 6.90 6.90 - 8.80 8.80 -10.70 10.70 -13.30 13.30 -15.20 15.20 -20.00 20.00 -20.80 20.80 -25.40 25.40 -27.30 27.30 -31.20 31.20 -34.60 34.60 -40.00 40.00 -50.80 50.80 -60.20 60.20 -74.30 (1) #3 (1) #3 x 10'-0" (2) #3 (1) #3 x 10'-0" (1) #4 (1) #4 x 10'-0" (1) #5 (1) #4 x 10'-0" (2) #4 (1) #4 x 10'-0" (1) #6 (1) #5 x 10'-0" (2) #5 (1) #5 x 10'-0" (2) #6 (1) #6 x 10'-0" (1) #8 (1) #6 x 20'-0" (1) #9 (1) #7 x 20'-0" (1) #10 (1) #7 x 40'-0" (1) #10 (1) #8 x 40'-0" (1) #11 (1) #8 x 40'-0" (1) #11 (1) #9 x 40'-0" (2) #9 (1) #9 x 40'-0" (2) #9 (1) #10 x 40'-0". (2) #10 (2) #9 x 40'-0" (2) #11 (2) #9 x 40'-0" (4) #9 (2) #10 x 40'-0" Page Number : 43 Designed By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 APPENDIX A LY2 350 S.Milliken,#A.ONTARIO,Ca91761 _ Janos Boros P.E. 2.500 x PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufactur-ing> Description: 20' x 40'-x 12' X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y APPENDIX A LY2 Section Properities For C 8.00 x 2.500 x 16 GA 0.2686 (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) CORNER DEPTH = 8.00 IN FLANGE WIDTH = 1.5000 IN LIP LENGTH = 0.7500 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0750 IN X -X AXIS EFFECTIVE.PROPERTIES - LOAD DETERMINATION 0.0644 0.0019 L Y . LY LY2 IO TOP LIP 0.3281 0.3230 0.1060 0.0342 0.0029 TOP LIP CORNER 0.2034 0.0765 0.0156 0.0012 0.0003 TOP FLANGE 1.7379 0.0295 0.0513 0.0015 0.0000 TOP WEB CORNER 0.2034 0.0765 0.0156 0.0012 0.0003 FULL WEB OR WEB B1 1.2917 0.8048 1.0396 0.8367 0.1796 EFFECTIVE WEB 6.0844 4.7988 29.1979 140.1143 18.7707 BOTTOM WEB CORNER 0.2034 7.9235 1.6118 12.7710 0.0003 .BOTTOM FLANGE 2.1820 7.9705 17.3916 138.6200 0.0000 BOTTOM LIP CORNER 0.2034 7.9235 1.6115 12.7684 0.0003 BOTTOM LIP 0.5910 7.5455 4.4594 33.6487 0.0172 SUM 13.0288 55.5002 338.7972 18.9717 YBAR = 4.2598 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.5910 0.4545 0.2686 0.1221 0.0172 TOP LIP CORNER 0.2034 0.0765 0.0156 0.0012 0.0003 TOP FLANGE 2.1820 0.0295 0.0644 0.0019 0.0000 TOP WEB CORNER 0.2034 0.0765 0.0156 0.0012 0.0003 FULL WEB OR WEB B1 7.6820 4.0000 30.7280 122.9120 37.7782 BOTTOM 'WEB CORNER 0.2034 7.9233 1.6118 12.7710 0.0003 BOTTOM FLANGE 2.1820 7.9705 17.3916 138.6200 0.0000 BOTTOM LIP CORNER 0.2034 7.9235 1.6115 12.7684 0.0003 BOTTOM LIP 0.5910 7.5455 4.4594 33.6487 0.0172 SUM 14.0416 56.1664 320.8464 37.8139 YBAR = 4.0000 IN Page Number : 44 Designed By: X Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 IO 0.5910 350 S.Milliken,#A.ONTARIO,Ca91761 1.4427 Janos Boros P.E. 0.0000 PHONE '(909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' TOP LIP TOP LIP CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM XBAR = 0.6555 IN APPENDIX A Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO 0.5910 2.4411 1.4427 3.5217 0.0000 0.2034 2.3939. 0.4869 1.1656 0.0003 2.1820 1.2205 2.6631 3.2504 0.8657 0.2034 0.0470 0.0096 0.0004 0.0003 7.6820 0.0000 0.0000 0.0000 0.0000 0.2034 0.0470 0.0096 0.0004 0.0003 2.1820 1.2205 2.6631 3.2504 0.8657 0.2034 2.3939 0.4869 1.1656 0.0003 0.5910 2.4411 1.4427 3.5217 0.0000 14.0416 BEARING(KIPS) 9.2045 15.8761 1.7328 Section Properities For C 8.00 x 2.500 x 16 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 0.7500 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0590 IN IX = 7.9057 IN4 SX = 1.6807 IN3 RX .= 3.0891 IN IY = 0.6829 IN4 SY = 0.3763 IN3 RY = 0.9079 IN AREA = 0.8285 IN2 WT = 2.82 PLF AEFF = 0.37687IN2 MA =55.35 KIP -IN VA = 2.23 KIP J = 0.0010 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 0.6449 0.7383 0.8318 0.9253 ALLOW. INT. BEARING(KIPS) 1.2680 1.4025 1.5370 1.6714 Page Number : 45 Designed By: 55.0 KSI STEEL; IX FOR Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 FLANGE WIDTH = 350 S.Mi11iken,#A.ONTARIO,Ca91761 LIP LENGTH = 1.0000 IN Janos Boros P.E. DEG INSIDE PHONE (909) 974-4150 - Date 05-08-2001 Reference:Oroville Products <Helder Manu€acturing> Description: 20' x 40' x 12' Appendix Section Properities Z 8.00 x 2.500 x 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0600 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION 0.0012 0.0003 L Y LY LY2 IO TOP LIP 0.6697 0.4948 0.3314 0.1640 0.0250 TOP LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 TOP FLANGE 1.7506 0.0300 0.0525 0.0016 0.0000 TOP WEB CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 FULL WEB OR WEB B1 1.3171 0.8186 1.0782 0.8826 0.1904 EFFECTIVE WEB 6.2289 4.7255 29.4350 139.0963 20.1399 BOTTOM WEB CORNER 0.2042 7.9228 1.6179 12.8181 0.0003 BOTTOM FLANGE 2.1800 7.9700 17.3746 138.4756 0.0000 BOTTOM LIP CORNER 0.2042 7.9228 1.6176 12.8155 0.0003 BOTTOM LIP 0.8400 7.4200 6.2328 46.2479 0.0494 SUM 13.8031 57.7714 350.5039 20.4060 YBAR = 4.1854 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION SUM 14.4479 58.1175 333.5014 37.8440 YBAR = 4.0225 IN L Y LY LY2 IO TOP LIP 0.8119 0.5659 0.4595 0.2601 0.0446 TOP LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 TOP FLANGE 2.1193 0.0300 0.0636 0.0019 0.0000 TOP WEB CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 FULL WEB OR WEB B1 7.6800 4.0000 30.7200 122.8800 37.7487 BOTTOM WEB CORNER 0.2042 7.9228 1.6179 12.8181 0.0003 BOTTOM FLANGE 2.1800 7.9700 17.3746 138.4756 0.0000 BOTTOM LIP CORNER 0.2042 7.9228 1.6176 12.8155 0.0003 BOTTOM LIP 0.8400 7.4200 6.2328 46.2479 0.0494 SUM 14.4479 58.1175 333.5014 37.8440 YBAR = 4.0225 IN Page Number : 46 Designed By: X Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 IO 0.8400 35D S.Mi11iken,#A.ONTARIO,Ca91761 2.0497 Janos Boros P.E. 0.0000 PHONE (909) 974-4150 Date 05-08-2001 Reference:Orovrlle Products <Helder Manufacturing> Description: 20' x 40' x 12' TOP LIP TOP LIP CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM XBAR = 0.0000 IN Appendix Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO 0.8400 2.4401 2.0497 5.0015 0.0000 0.2042 2.3928 0.4885 1.1689 0.0003 2.1800 1.2200 2.6596 3.2447 0.8634 0.2042 0.0472 0.0096 0.0005 0.0003 7.6800 0.0000 0.0000 0.0000 0.0000 0.2042 -0.0472 -0.0096 0.0005 0.0003 2.1800 -1.2200 -2.6596 3.2447 0.8634 0.2042 -2.3928 -0.4885 1.1689 0.0003 0.8400 -2.04401 -2.0497 5.0015 0.0000 14.5367 0.0000 18.8312 1.7280 Section Properities For Z 8.00 x 2.500 x 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0600 IN IX = 8.2539 IN4 SX = 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY = 0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8282 IN2 H/T = 128.0 MA =60.96 KIP -IN VA = 2.35 KIP J = 0.0010 IN4 IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 0.6720 0.7680 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162 1.4537 1.5912 1.7287 Page Number : 47 By: Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 r7Janos Section Properities 350 S.Mi1liken,#A.ONTARIO,-Ca91761 C 12.00 oros P.E. 0.2159 PHONE (909) 974-4150 - Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' YBAR = 6.4139 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.7050 Appendix 0.3719 Section Properities For C 12.00 x 2.500 x 14 GA 0.2159 (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) 0.0017 DEPTH = 8.00 IN FLANGE WIDTH = 1.5000 IN LIP LENGTH = 0.8800 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0750 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION 0.0017 0.0004 FULL WEB L Y LY LY2 IO TOP LIP 0.4731 0.4115 0.1947 0.0801 0.0088 TOP LIP CORNER 0.2159 0.0874 0.0189 0.0017 0.0004 TOP FLANGE 1.9603 0.0375 0.0735 0.0028 0.0000 TOP WEB CORNER 0.2160 0.0874 0.0189 0.0017 0.'0004 FULL WEB OR WEB B1 1.6882 1.0191 1.7205 1.7205 0.4010 EFFECTIVE WEB 8.6763 7.4868 64.9582 486.3319 54.4283 BOTTOM WEB CORNER 0.2160 11.9126 2.5729 30.6504 0.0004 BOTTOM FLANGE 2.1500 11.9625 25.7194 307.7194. 0.0000 BOTTOM LIP CORNER 0.2159 11.9126 2.5724 30.6443 0.0004 BOTTOM LIP 0.7050 11.4725 8.0881 92.7915 0.0292 SUM 16.5168 105.9375 949.9257 54.8688 YBAR = 6.4139 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.7050 0.5275 0.3719 0.1961 0.0292. TOP LIP CORNER 0.2159 0.0874 0.0189 0.0017 0.0004 TOP FLANGE 2.1500 0.0375 0.0806 0.0030 0.0000 TOP WEB CORNER 0.2160 0.0874 0.0189 0.0017 0.0004 FULL WEB OR WEB B1 11.6500 6.0000 69.9000 419.3999 131.7639 BOTTOM WEB CORNER 0.2160 11.9126 2.5729 30.6504 0.0004 BOTTOM FLANGE 2.1500 11.9625 25.7194 307.6680 0.0000 BOTTOM LIP CORNER 0.2159 11.9126 2.5724 30.6443 0.0004 BOTTOM LIP 0.7050 11.4725 8.0881 .92.7915 0.0292 SUM 18.2239 109.3431 881.3567 131.8239 YBAR = 6.0000 IN Page Number : 48 Designed By: 12.00 IN FLANGE WIDTH = 2.5000 IN LIP Z.J.S.ENGINEERING SERVICES INC.. Job # 13644-1 _ THICKNESS = 0.0750 IN 350 S.Mi11iken,#A.ONTARIO,Ca91761 26.7841 IN4 Janos Boros P.E. X - PHONE (909) 974-4150 Date 05-08-2001 Reference:Oroville Products <Helder Manufacturing> Description: 20' x 40' x 12' Appendix SUM 18.2239 9.6805 17.0513 1.6579 XBAR = 0.5312 IN Section Properities For C 12.00 x 2.500 x 14 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 12.00 IN FLANGE WIDTH = 2.5000 IN LIP Y -Y AXIS PROPERTIES (GROSS SECTION) THICKNESS = 0.0750 IN IX = 26.7841 IN4 L X LX LX2 IO TOP LIP AREA = 1.3668 IN2 WT = 0.7050 2.4251 1.7097 4.1462 0.0000 TOP LIP CORNER 0.2159 2.3750 0.5129 1.2181 0.0004 TOP FLANGE BEARING(KIPS) 2.1500 1.2125 2.6069 3.1608 0.8282 TOP WEB CORNER 0.2160 0.0499 0.0108 0.0005 0.0004 FULL WEB OR WEB B1 11.6500 0.0000 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2160 0.0499 0.0108 0.0005 0.0004 BOTTOM FLANGE 2.1500 1.2125 2.6069 3.1608 0.8282 BOTTOM LIP CORNER 0.2159 2.3750 0.5129 1.2181 0.0004 BOTTOM LIP 0.7050 2.4251 1.7097 4.1462 0.0000 SUM 18.2239 9.6805 17.0513 1.6579 XBAR = 0.5312 IN Section Properities For C 12.00 x 2.500 x 14 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 12.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH =0.8800 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0750 IN IX = 26.7841 IN4 SX = 3.8041 IN3 RX = 4.4268 IN IY = 1.0175 IN4 SY = 0.5269 RY = 0.8628 IN AREA = 1.3668 IN2 WT = 4.65 PLF AEFF = 1.2388 IN2 H/T =155.3333 MA = 125.28 KIP -IN VA = 3.02 KIP J = 0.0026 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 1.0057 1.1240 1.2424 1.3607 ALLOW. INT. BEARING(KIPS) 1.9618 2.1293 2.2967 2.4642 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING - PN: ONE: BUILDING PMT. # y "' OWNER: I ( I+ V Cl lr • PHONE: MAIL ADDRESS: -rv) CA SITE ADDRESS: PROPOSED USE: n _ + y– H PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property?Yes:_ No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: + No: 3. Will items produced in this building be offered for sale? ' Yes: \ No: 7_ yY- 4.. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this. building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No:�_ 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: X- 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: X- 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? ' Yes: No: _ 15. Will this building be heated or cooled? Yes: No: 16. 17. Will this building have a water closet/toilet? '(�� I�,i�t )@ Will this building have Yes: �_ No: asink? v°a Ye s. No: 18. Will this building have a water heater?//��, _�� Yes: No: A— 19. What type of floor covering will the building have? K�_b k,0_ a 20. What type of wall covering will the building have? !�/ ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. 1 understand that any changes to the use, or character of use, of this building will req7 permits from t permitting a t I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. C OWNER'S SIGNATU DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: r COMMENTS: 11 DATE: r NOTES RESIDENTIAL 024-090-019 - - VARGAS, MIKE & LIDIA 01-1167 379 O'BRIEN AVE., GRIDLEY CONTR: PHIL DECANN GARAGE SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature - i c t r } z RESIDENTIAL 024-090-019 - - VARGAS, MIKE & LIDIA 01-1167 379 O'BRIEN AVE., GRIDLEY CONTR: PHIL DECANN GARAGE SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature - ✓ = OK 0 = Not OK - = Not Applicable = Not Ready .I ... •, .cc t' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks- Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG Exits; Insp.-Sketch 7. Well Clearance & Disconnect 12. 8. Utilitv 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPOR1145 GARAGyWPlans) OK except #'s Zoning Requirements -Setbacks -Easements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing SZAlum. Awn.; Columns -Connections -Splice -Decal -Enclosures Carports; Wind ws-Doors 7. Etdctric Sills -Anchors -Studs - Mesh iIIs-Anchors-Studs- Mesh 10. Rodf; Shthg-Rooting 11. xt.; Steps -Doors -Landings 1� raced Wall Panels Date 0 Card B-1 Date Card B-1 Date Card B-1 V Date Card B-1 Date FINAL (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, Distance-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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not =Not Applicable = Not Ready Date RESIDENTIAL (S Date Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) OK except #'s Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Shear Walls; Nailing -Bolts 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date Card B-1 Date Card B-1 11. Water Pipe; Test -Anchors -Regulator -Service Test FINAL (Plans) OK except #'s 12. Electric Underground 64. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 67. 15. Access & Ventilation Elec. Trim & Subpanel, Breaker Sizes & Labels 16. Insulation 70. Fireplace or Stove, Clearance -Hearth 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 74. PLUMBING (Permit) OK except #'s 75. 17. Water Htr.; Vent -Access -Combustion Air Baffle Wtr. Hir.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection 78. 19 D.W.V.; Test Fittings & Anchor -Nail Protection Insulation -Foam -Looked in Attic 20. Shower Pan; Test, First Floor -Tub Access 81. 21. Test Tub & Shower, Second Floor -Tub Access Clearance Looked under Floor D Yes 22. Gas Pipe; Sixe & Anchors 83. Stucco Brown -Finish 84. Date 85. Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date 88. ELECTRICAL (Permit) OK except #'s 89. 23. Fixture & Transformer Clearance -Ins. Protection Corrections from Previous Inspections 24. Elec. Receptacles Spacing -Lights & Switches at Doors 92. 25. Size Boxes & No. of Conductors Stapled Energy Compliance Certificate -Other Certificates 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing inglt & Duplex) a Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Hir.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Instld./Drive J Yes D No/Walks J Yes D No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE I BUILDING DIVISION ,y DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 RECTION NOTICE OWNER /(4-) PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. f �'� �f �1 F f �' f G� c � mss- i ' % /� ��.. ✓,�- �: r „� Date / % i Inspector REV 10/92 R COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ®/ 7&10!7 ASSESSOR PARCEL NUMBER 024-090-019 ZONING A5 BUILDING PERMIT OWNER VpaGAS ,MIKE & lidia TELEPHONE 534-7670 SQ. FT. OCC. BUILDING VALUATION 480 U 8,640.00 . OWNER'S MAILING ADDRESS 375 O' 3RIEN GRIDLEY, CA 95948 CONTRACTOR'S NAME PHIL DECANN TELEPHONE CONTRACTORS MAILING ADDRESS I 64 :ii` � - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8,6 0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MA'UNG ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS �.,.._ � 379 U BRIEN AVE. GR- Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISIONS NAME C PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 2 1 7.00 00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome R Other SPECIFY Solar or heat um water heater 23.00 Water Water piping 15.00 15.00 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Y] Describe Work: GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ 64.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i fU I force and effect. / � n License Class X Lic. NO. (Q ` 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workynm tion ' u,KL� rance cpr�er and policy number are: Carrier ted Yy�_i� Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensatio ws I'rfornia, end agree that 'rf I should become subject to the kers' c p ati provisions of section 3700 of the bor C de, I shall with ly those provisions. O IVAA ate 5r �� / 4S,,ture ❑Owner ontractor ge An OSH red for excavations over 5'0' eep and demolition or construction �ver3 of stru ures in height. Main Service To L 46.00so WEU200A NEW CONST. DWEWNO OCCUP. SO U OR ADDNS. ( a ACC. BLnS. 3.5¢FT. NS p6ID ' INC.OUTLET @7,50 POWER APPARATUS a SINGLE oLJTLEr cIR. Ex. OCCU OUTLET OR FIXTURES 20 @'•50 BAL @ .SO Ex. Occup. o�Xur rs R °EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 36.80 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN TOTAL FEE $ 299.00 HAz. D. FEES XPXFLOOD X F PggcEL X eq X HX ISSUE This permit is hereby Issued under the applicable provisions of utte County ode and/or Resolutions to do work in Icat for iFh fees have been paid. % By ate PERMIT EXPIRES ON v e ReceiptNo. 324556/$299. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1: 4 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 54iSION gRev.12/") APPLICATION AND PERMIT PERMIT NO AISESEOR►ARCEL NIJAI . % DqNMO OWNeR / A- �5 BUILDING PEgMIT �'L TEL1PIgNe SO. FT. OCC. BUILOINQ VALUATION I LENDER'! VAAM ADDRESS Fireplace ARCHITECT ORENOINEER Total Valuatlon t UCEME No. Filin Fee S ARCNn'ECT OR OIONQAa NAt1N0 ADORESa Permit Fee' suwno RM Plan Checkin Fee E 1 �• (� Energy Plan Checking Fee S i LOT NO. susOlvex»LaNAA! lgit�l fZ 2L.) �A-ACE2-73PERMIT FEE S ,19 A C PLUMBING PERMIT USEOFSTRUCTURE Each Tr _ / um water heater SF ❑ Duplex ❑ Mobilehome er Soler or heat Water i In aPECIrr TYPE OF WORK Each asks water heater or vent New ❑ Addition ❑ Remodel O Utilities ❑ Inwalation O Other O Gas piping system t - 5 outlets Buildin=11 Describe Work: �/ rl% ,fP Mobile G W *PERMIT FEE PAID SRA SHERIFF OTHER AMOVNT RECEIVEb 20.001 20.00 7.00 23.00 15.00 15.00 15.00 15.00 020.00 - PERMIT FEE S Heating Cooling ELECTRICAL PERMIT Filing Fee 20.00 PERMIT FEIE S Main Service OR Energy Inspection Fee S �,OA LLESS 23.00 Main Service 200A TO 1000A 48.00 NEW CONST. DWRI No OCCUP. OR ADDNs. i ACC. aces. NO" zoo. MUL-ovnzr Q7.50 POWER APPARATUS A SNOLE OvnET CIA. or ORmEEx. Occup. 20 0 I.00 I Ex. Occup. PDIEOAPPllfB• OR SAL Q .90 -^ i OUT ETS 61D. EA 5.00 1 1 Temporary Service. 23.00 Mobile Home Facilities 20.00 Misc. Wirina 123.00 r OU PERMIT FEE S MECHANICAL PERMIT Heating Cooling Hood Ventilation PERMIT FEIE S Mobile Home Installation Fee S Energy Inspection Fee S Fee 1 20.00 8.50 This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NWWBER Indicated above for which fees have been paid. * TO BE PVT INTO COMPVTER By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION N 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PEIt11IITAPPLICATION DATA SHEET OWNER:SJ'X�)ASSESSOR PARCEL ER: ' 0I Proposed Build' g Use: Building Inspector: Date: - At time of permit application, I was idvised the following data must be submitted prior to permit processing and/or issuance: ,❑ 1 All items have been submitted. Plot plans, 3/4 sets, signed by the preparer of plans. Complete plans, 3/4 sets, signed by the preparer of plans. . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. 08. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. 04/sanitation and plot plan approval af Qyj l l- t.) Health Department. ❑ IS. City of Chico plumbing permit. 1116. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for.driveway (construction approval prior to occupancy). ❑ 20. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 1125. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. 027. Manufactured Home utility clearance. 1128. Existing violations and/or expired permits. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. 2 elephone 5,3y -- '2 &rf 0 and hold for pickup at Qoydle o ce. eliv Inspector. Appli -Gam- a e: EXPIRATION OF APP ATION Applications for which a permit has not been issued, will expir by. li ton one year after date o application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee_.. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant C: VT OF DEVELOPMENT SERVICES - BUILDING DIVISION ROVILLE, CA_.IPORI 1A 95965 - TELEPHONE (530) 538-7541 APPLICATION DATA SHEET ASSESSOR PARCEL ER:� Building Inspector: Date: )flowing data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- 4, #. Plot plans, 3/4 sets, signed by the preparer of plans. T---------------------------------------------------------- Complete plans, 3/4'sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent fo'r Non -Heated "and A%C Buildings.--------------�-=L - - - ------------------------------- ❑8. Hazardous Material Form: ----------------------------------------------- ------ -------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- C�anitation and plot plan approvald � Health Department.-------------------------------------------5i� ❑ 15. City of Chico plumbing ermit. ----------------------------------------------------------------------------------- P gP ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planninga roval�for A Use: ------------------------- 0 PP ti ( ) (B) Parking: - �- 2 3 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage gal Parcel. ----------------------- ' ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on % (Date) ❑21. Contractor's license.information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------- 024. Letter of signature authorization. ---------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------- 026. Letter of intent on building use. ------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----------------------------------------------- 028. Existing violations and/or expired permits. ----------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check ttoH.C.D�$ 410. Other: ,f?' %' �- 14441 ys `7 you issue the permit, process as follows ❑ Mail to owKer, ❑Mail to contractor. Telephone J�3 �i- 7 &7 6 and hold for pickup at (ov I lie I S'TRu t-1% 12� t fes! (o l Sl O Applic . a--,,' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑fir: Index permit application for the above items numbered: titli inspector. Date: By: ❑ Plan Check List 2. Additional items required: N A — � L S- L d N G ontract designer, owner, was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, by .Date: !i O Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, as advised of the above required data by ❑ phone, ❑ mail, ❑ Buil D'vision counter, by Date: Plans reviewed by: Date: // o ! Plans approved by: /', % ��� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P./folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached 4" Roar Plan Attacbpdo- Sent to B.O. TO: Building Department 7 FROM: Environmental Health SUBJECT: Sanitation Clearance 79 Ow Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for, yvelling. Other Hold final for: Final clearance O.K. for: (VOTE: Environmental Health S`oecia 8/96 Date RESIDENTIAL '024-090-019 - 01-0895 VARGAS, MIKE & LIDIA ,379 OBRIEN GRIDLEY CONT: OWNER STRG SHED / COVERED DECK II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. A SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINA Dat r `� Signatu CHECKED BY J = OK 0 = Not Ok - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /'L"tt./ /LPG Ext.; Steps -Doors -Landings ' 7. Well Clearance & Disconnect 5. 8. Utility Clearance 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card B-1 Date Card B-1 Date Health Department Approval 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 Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 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. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings ' 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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, Distance-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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1. J=OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (%c= Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Btockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made-up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors at. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: IN C,,OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT( SERVICES - BUILDING DIVISION -J •.e 7 County Center Drive • Oroville, California 135965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 094-090-019 ZONING A _ BUILDING PERMIT OWNER MIKE & LIDIA VARGAS TELEPHONE 846-5431 SO. FT. OCC. BUILDING VALUATION 216 U 3,888.00 . OWNERS MAILING ADDRESS FOX 1225, GRIDITY, CA 95948348 COV 4,524.00 CONTRACTOR'S NAME TELEPHONE Y CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8,412.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 70.20 BUILDING ADDRESS 379 OBRIEN Energy Plan Checking Fee $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISION'S NAME i, -Vi flG PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 12 X 18 STORAGE SHED I� 12 X 29 COV DECK _-/�irlp,cjonf �- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W ' @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 200A OR LESS 23.00 CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 200ALICENSED NEW coNsr. OEwNG OCC WEL CC so OR ADONS. ( a ACC. BUDS.up. 3.5QFr. 7.55 NONREOMULTI SIUT .OUTLET 97,50 POWEPPARATUS d SINGLER AOUTLET CIR. Ex. Occup. ourLET OR FIXTURES BAL @ .50 Ex. Occup. oFuTLEEDrsA NS OR EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' co pensati provisions of section 3700 of the Labor Code, I shall fo with`c mply i those provisions. X Date r nature of Applicant - ❑ O ner ❑ Contractor ❑ Agent An OSHA permit is required fo a cavations over 5'0" deep and demolition or construction of structures over 3 stories in fight. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TO AL FEE $016 5 • J5 41- HAZ. D. FEES I I FLOOD I C" EL EL HD UdSUE, Ll V This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for w ' es have been paid. ? V J By ate- t J [[ MIT PERMIT EXPIRES ON Date Receipt No. ZSR WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w iTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .- �► 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ' PERMIT APPLICATION DATA SHEET OWNER: VaII S ASSESSORPARC Proposed Buil ing Use:. Building Inspector: Date: 02 At time of permit application, I was advis d the following data must be submitted prior to permit roces ing and/or iisuance: Date Received -By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8.' Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 3. Flood elevation certificate. ------- . Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. -- Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: O K (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage—,N4,Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- 022. Workers' Compensation carrier and policy number. -------------------------------------------- 023. Owner -Builder Verification (Given,to owner ❑, Mailed to owner EI) - ---------------------- ❑ 24. Letter of signature authorization. ----------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- ❑ 26. Letter of intent on building use. ------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------- 0433 �C, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue tLLh/Ie��'ermit,/lplIrocess as follows ❑ Mail to owner, ❑Mail to c ntractor. Telephone 0 tD 54s l and hold for pickup at Otl� office. ❑ Deliver with inspector. Applicant: 1� Wt/'� hv,�v--,Date: N' ) G� ' y 1 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Cli List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildm yDivision counter, by Ditto( Plans reviewed by: Date: Plans approved by: pL -- Date: V___3_0_7)l Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan Attached Floor Plan Attached <j - Sant to 6. 0, !! / t3 T/ TT -6 qs P Owrk4 Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other a- D,2�- Hold final for: Final clearance O.K. for: NOTE: I� Environmental Health Specialist 8/96 VZO Date t 03 WOTE :i X00 the attached Re WE rulers Pages 0 xa� s 1 PLANNING DIVISION L4 PLAZAPPROVAL Use: 0 jC Date: Parking: Landscaping: Other: Signature: It 0 DS�. C4 ®lw 3 Doo,- - _ 1 y 11 Ali Ij VO Qil gs VAR/ES 3("" MIN. o -i O b z a v O 0 a fD m �1 opo 3 m o > a Jq iiz -� L� m � o n 2 m q m •'03 Lno o m X cn r I03 f x r0 Z N -q m 'n �. i 3461 o t J,�NEWuRAII µEIGHT z V1 MAX. 36"MIN. STAIR 'vi 3 �m 3 p 7v -1 o A 0 0 C WL. PA,- " ' EN: 1 Z rol O b z a v O 0 a fD m �1 opo 3 m o > a Jq iiz -� L� m � o n 2 m q m •'03 Lno o m X cn r I03 f x r0 Z N -q m 'n �. i 3461 o t J,�NEWuRAII µEIGHT z V1 MAX. 36"MIN. STAIR 'vi 6• o ° x= p 7v -1 o A MCOUN I I me' C WL. PA,- " ' EN: o y P m O v r 3 x May 1995 6.5 - NOTES RESIDENTIAL 1' 024-090-019 99-2052 PERMIT NO. I—VARGAS-MjKE'&'LIDIA .-`� i 379 O'BRIEN AVENUE, GRIDLEY CONTR: OWNER CARPORT F F I 1 - � a i t t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature /= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE ARAGES (Plans) OK except #'s ZoningAequirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shth -Bracing lum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. / P Nat. or / /'L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 lffzitDate Card B-1 1. Zoning Requirements -Setbacks -Easements B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE ARAGES (Plans) OK except #'s ZoningAequirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shth -Bracing lum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date raj p/ Card B-1 lffzitDate Card B-1 Date VCard B-1 Date Card B-1 Date FINAL (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, Distance-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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Continued) RESIDENTIAL (: Date 47. Underfloor (Plans) OK except #'s 48. 1. Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 51. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Property Line Firewall & Openings 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 54. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped 60. 8. Piers -Fireplace Ftg.-Steel Insulation -Walls -Ceilings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 88. Ventilation Throughout House Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date 91. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Date 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card 3-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes ❑ No/Walks 0 Yes J No/Planters O Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date Card 3-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT 0. (Rev. 12/96) , APPLICATION AND PERMIT 67q- 12/96) r ASSESSOR PARCEL NUMBER 024-090-019 ZONING BUILDING PERMIT -7 OWNER MIKE AND LIDIA VARGAS TELEPHONE 846-5431 SQ. FT. OCC. BUILDING VALUATION 9496 _ OWNERS MAIUNG ADDRESS P.O. BOX 1225, GRIDLEY, CA 95948 CONTRACTORS NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 379 O'BRIEN AVENUE, GRIDLEY, CA Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Of Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CARPORT 12 X 16 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: f' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING C OR ADDNS. ( a ACC. BLDOCUP. S. SO 3.5¢F. NEW gESID. T.MULTH' CIRCUITS RROUTUI @7,50 APPARATUS ITN.. SINGLE OtfTLET CIR. Ex. Occup. OUTLET OR FDCrURES 20 Q 1.00 BAL @ .so Ex. Occup. ovTLEE°rs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the Wrkers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comply It�tnpsdl provisions. X Date J - Signature of Applic t - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 109.10 TOTAL FEE $ I.A D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE X This permit is hereby issued under of the Butte County Code and/or indic d above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 3/6/00 Date 3/6/01 Deta Receipt No. 274022/$109.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ��„�,.��.�wwd+� . ry s`:,' ,n�J-�+u�-f.r't—•^:w»�”w:T-✓�-a..,.'L.iiq.,•►�`•'tC.'",.��x�_:j,w •r,.:.•+,.:t-�r r"*ti.�'-.�`��c�w1.....�M..-a� Y . - .. _ . _ � * —COUTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / -� - j COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 - PERMIT APPLICATION DATA SHEET OWNER: ` f �L� ASSESSOR PARC ER: Proposed Building Use: p T Building Inspector: -1 Date: At time of permit application, I was advised the following data must beubm tted prior to permit iprocessmg and/or issuance: Date Received By items have been submitted.------------------------------------------------------------------------------------ *.ngineered pans, �sets, signed by the preparer of plans . ------------------------------------------------------------ p�letepfi�-ed-lav-tl�o preparer of plans. - -- ------------------------------------------------- plan sets, withwet signature on plans. All engineering must be shown on plans.-------.neered truss details and layout in duplicate (required prior to plan review) No faxes! ---------------- 06. Energy Design Compliance and supporting documentation. --------------------------------------------------- 07 ❑8 ❑9 Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- - Hazardous Material Form.------------------------------------------------------------------------------------------ Manufactured Home dati and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ,. �❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12._California Department of Forestry plan approval/fees. 13 lood elevation certificate. --------------------------------------------- 4. Sanitation and plot plan approval 4DiLb— Health Department. �O 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: 1 (B) Parking: - ❑ 18. Contact Land Development about ❑_Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment-Permit'for driv' e a (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for ! required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------- ❑ 22. Workers' Compensation carrier and policy, number. ---- =-------------------------- ❑23.Owner-Builder Verification (Given to owner Q Mailed to owner 11) - ------- ❑24. Letter of signature authorization.----------------'----------------------------------- 025. ------------------------------%-- ❑25. Recorded copy of Agricultural Acknowledgment Statement.---------------------- E❑26. Letter of intent on building use.----------------------------------- E127. ---------------------------------❑27. Manufactured Home gtility-cl`earance ------'--=----------------------------------- ❑28. Existing violations and/or expired permits.----------------------------------------- •------------------------- !----------- (Date) S , 429. D433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H:C.D $--------------- qC N!'0. Other: D''i d .�l?Pde �y[s� inlOE�6v� 0� —� 1 �,1 Whhenyou iss the permit, oo�ce s�❑ Mail to owner, ❑Mail to contractor. �^ dTelephone e4o and hold for pickup at v office. ❑ Deliv ith inspector. �« .77 -0& sti 1C, �30 ' $SS= Gfc�Q� 1/•(l�lf,`� APPlicant:S (v[ �/J Date: 9� Copy of Haz-Mat form sent ❑ ea th Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy os sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items, numbered: ❑ Plan Check List 2. Addjtional�temsiqu red: - _ - Z Contractor, designer, owner, was ad ' of a abov qu6ed data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: f� Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Br Odin��D�.iy'Sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date. Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 E.H. USE ONLY Plot Plan Anaehed Floor Plan Attached Sent to B.D. / Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for - Other 0is',,B2OZ!T Hold final for: Final clearance O.K. for: e NOTE: 4 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' 1 APPLICATION AND PERMIT"J�a ASSESSOR PARCEL NUMBER _ dq _ f / zorallo —� BUILDING PERMIT OWNER _ e c 6ir J TELEPFsoNE g y6 S 3V SO. FT. OCC. BUILDING VALUATION 7 4� OWNER'S MAILING ADDRESS CONTRACTOR'S NAME N TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MOILING ADDRESS Fireplace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee S ARCHRECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3 0, % Zf"VA.) � �/zf ��F e;� jS-S I � Energy Plan Checking Fee E a PERMIT FEE $ 16CIO LOT NO. SUMVISIONS NUIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other sPECFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑A Installation ❑ Describe Work: ( �-� �(J!/ Other Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WT_ @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LE OR oR IFsSS 23.00 Main Service a.0 0.v `— - - (� — - - —' Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. ,so OR ADDNS. ( 8 ACC. BLDS. 3.5 NOMS . MULTI-oUTLET NDN-RESIo. @7.50 POWER APPARATUS 8 BINDLE OUTLET CIR Ex. Occup. OUTLET OR FDRUREs AL ®I.5- SAO .70 Ex. 5.00 Ex. Occup. °L,Drs6 01.1. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL= _ Mobile Home Installation Fee b Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE II/LZ. 1 0. FEES I F1O00 CDF I PD I feUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ra N ,v p,Y-0 r 03 ► e 0 �pvSQ C) c - I .D A c � -Q APPROVED Butte County Environmental Health q1 -7M �natu A 0 w�er C . . ....... .......... . I i t4c _ ez Rk'L6s"' COUN I-� -%.. R 0 d " i .PROTECTIVE COVERS BIe Boys To"ys Ph.8 992.0555 Fax 8 992.0333 1 800.490.5665 2577 ELKHORN BLVD. 110 L1ND& U 95673 flows Self ^1\:At Sce4.24% All' P Y"'�4 C-4TJbCCAWevtr<op�;an a\\ .. ;r x 3 BILI:�►� GMAft, 1�' � •+ C0p>rrc�s.1 r � • I ►se Oy� CIA s e'J�C^C A Y\c, <3,4 elda� �-o 6c. se- xe S hci -e I K2 P/.plv-. C4 Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 ror�cr�v� a�o,�s s m,77e /Yorr�: 111W 0,5 6V7 A4- citch Ir SIGl7 Z/11-71 017 f �o�ecfi�� Gove�s - I is Linda .9 5 /7 k �iarm LAWRENCE AMUNDSEN Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 /// / // I #40t� lleac�l .. Jam' 'ee P16 4 nG' D % -&hea�� 2 Nub r►;n: - �` n,e�� Of 1 • 1 lb 0 o.. .� • d . p�. • 4•• •�. ... ' ' • •d'•• • ' • �•; • :. •�� : ; D • •: • •..� • • • • • • • • • ' • • • • • 1 ad • ® . • • • 0 1 • • o • LAWRENCE AMUNDSEN Staxturat Engineer P.O. Box 955 West Sacramento, CA 9%91-0955 I I dell 5 IrT � --.- 511. 6aews / e /2'1* 01. p/a�f TO (3) 7 c 6c re w$ each po'I /00wo o Irnwe' \ •AMU/ STkUC�v� �" Jam. LAWRENCE AMUNDSEN Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 i �I LAWRENCE AMUNDSEN Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 i� /20 //D 0% F6 M %D ME 0 410 30 21) J LAWRENCE F,MUNDSEN NT Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 x Mu1VpSE�C��L Q Li \\* I. T4vj Of I f D6 \ I I LAWRENCE AMUNDSEN S lural Ergineer P.O. Box 955 West Sacramento, CA 95691-0955 71 rI-A'l (--; G)/,� / - -6 V460 e LI;7 oh , 7ZA70', ,65 fIf X / op Zfl 92, 116�/ 1Y -Z ozz ) 6�p,,u , -2 Zz I.A2 C J . .......... - - -- 'Y 9, y SM, WSS6 W01USLUB)ONS ISOM SS6 XOG'O'd jaeui6u3 jejr4onjiS N3SONnviV33N3HMVI ��z LAWRENCE AMUNDSEN ' O Structural Engineer P.O. fox 955 lesy ramerto, CA 95691,9955 6 , L 1/17 .0 It el Ifs,off X,d!:50 r /0 oG '00010/; -47 LAWRENCE A.' "NDSEN Structural Enymeer ' P.O. Box 955 West Sacramento, CA 95691-0955 V MA M w��Mrjffw"A= A;� 0 �O 0 r/01 Q� "MU 2— Is •����• r \ t .�vCl�t• T� 4 L/ =.� 71Glut 117 11t1i 1 "117 to- e- / -� C/ -� -�� D �4,ow chop �,� 7�zr IvA (17 7 /7z/ :z/ Sz 7 1117 b �- �Ia - ,fee/7�1 a4 71 � --leo/�i5-��; re�l LAWRENCE UNDSEN Structural Lngineer P.O. Box 955 West Sacramento, A 95691-0555' I—V Mp- '7 �L 40� 'RUg' 13 511157qle LAWRENCE AMUNDSEN StnMral Engineer P.O. Box 955 West Sacramento, CA 95691-W-5 iy u L� 77 .y 7ee X00�*=- LAWRENCE AMUNDSEN is- StmjMral Engineer P.O. Box 955 West Sacramento, CA 95631 (n5l. :;� -� eg 117 'Oov�/ '7/ 40t v 3TRUC0 A / - e-- ZZ/,'916>� LAWRE ri"'.'AMUNDSEN StructUral Engineer P.O. Box 955 West Sacramento, CA 95691-055r 16 4, 672�q7Z7-,x ��--� � -- l D� �� � act � �7 114 // / 77,--'�-- 117 " f / Z 7- '000'T { O24-090-019 99- VARGAS, MIKE &. L'DIA 379 OTRIEN ROAD, GRIDLEY' f CONTW DOUG BRADLEY RE ROOF - r�','7CI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County, Center Drive • Oroville, California 95965 • Telephone (530) 5384,541 .1+ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �. ASSESSOR PARCEL NUMBER 024-09-0-019 ZONING BUILDING PERMIT OWNER MIKE T.1111TA VW.Aq TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4 ntnuTV?J r_ Ev 20 sn CONTRACTOR'S NAME - TITin 'BRADLEY TELEPHONE CONTRACTORS MAILING ADDRESS A PPIM N, lit P t T11V n 7 OA nSA 1J CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILD'_)iD l'5%sJ"BRIEN RD, GRIDLEY Energy Plan Checking Fee $ $ ,i-_.PERNUT.IFEE $ 61.00 LOT NO. sUBDMSIDNS NAME , ; 7 PARCE'1MAP - PLUMBING PERMIT T -Filing Fee 20.00 USEOFSTRUCTURE SFr❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑( Describe Work: RER00VCOAIP Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ t ELECTRICAL PERMIT Fling'Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 I LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in,4ull force and effect. 7 p (, License Class Lic. No. 7-1J p Q OWNER -BUILDER DECLARATION I I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. , Business and Professions Code for.this reason t .+. Main Service 200A TO I000A 46.00 NEW CONST. DW ELLNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢x. N CONST. MULTI -OUTLET NON-RESID. 97.50 POWER APPARATUS a SINGLE 0v CIR. Ex. Occup. OUTLET OR FDMRES 20 Q ,.00 aAL 9 .so FIXED APPLNS. OR Ex. Occup. ounETs REBID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 = i ` PERMITIFEE $t -WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty�of perjuryAne of the following declarations: ❑ 1 have and will maintain a certificate of consent)to self -insure for workers' compensation, as provided for 5y section 3700 .of the Labor Code, for the performance of the work for whichithis permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insu ance carrier and policy number are: TY Carrier l7l'N 7 �'a''k Policy Number -f G U ` / -y i (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the. workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit comply with those provisions. \ � - p �j q X (�� 12/� Date 7-J a - / / SignatUree of Applicant - ❑ Owner fitContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE t)� TOTAL FEE $ 1 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte CountyCode and/or indicated above for which fees have By , 41s"1111 / PERMIT EXPIRESON!J the applicable provisions Resolutions to do work been paid. Q /J Date ii JC D a Receipt No. / WHITE-D.D.S.-B.D. CAN Y -ASSESS R - 'PiRX.NSFYECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT &Ad, IZ/27,W5� ASSESSOR PARCEL,NUMBER 024-09-0-01 2ONINO BUILDING PERMIT OWNER MIKE AND LIMA VARGAS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ p BUILDIJ / 7 RV' BRIEN RD, GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ 61.00 LOT NO. SUBONISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFX3 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X Describe Work: REROOF/COMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V OR S LES zooA oR LEss 23.00 ' / �. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P hY P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason _. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that f 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwff OCCUP. SO OR ADDNS. ( a ACC. S.3.5QFT. NtW RESID MULTI -OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 @ 1.000 Ex. Occup. FIXED APPLNS. OR OLIXED RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ — Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES 61.00 HA2. D. FEES IMP FLOOD CDF PARCEL FD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON ,_,_, provisions to do work paid. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT J p Y—o p r ()43rI e -r f,ax �2q MR APPROVED I Butte County Environmental Health Date Signature - n 0 lITTE A p `4 S� a��a� . A. Opt �y �7 COUNTY OF BUTTE, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE I )AAC,--A f ,4?�? ops OWNER PERRMT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. /L k4l^- o el) vz"-71- 91;,774-r 7` O -G Gc:r- (,l%/ T ice- Date K— Inspector l.r REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 •Telephone (530) 538-7541PER IT -NO. O. (Rev. 12/96 APPLICATION AND PERMIT 9�� /�O/-- ASSESSOR PARCELNUMBER 024-09-0-01 ZONING BUILDING PERMIT OWNER MTKF T TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS `R CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 5n76 PFNNINGTON RD, LIVE OAK C__4 95952 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEERS MAIUNVADDRESS Plan Checking Fee $ BUILDI"RFU,BRIEN RD, GRIDLEY Energy Plan Checking Fee $ PERMIT FEE $ 61.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 ' USEOFSTRUCTURE f. SFND Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑X Describe Work: REROOF/COMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LES Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affir under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is Iri, 11 force and effect. �� ��� License Class Lic. No. J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BIDS. SO 3.5¢FT. NON-pESID. MULT.' CRR UT 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 200'.00 BAL @ .50 Ex. Occup. OUTLETS PEESSIp.OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers cpmIDensatiop-insur rice carrier and policy number are: Carrier 7�('t f-U MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling ' Hood 6.50 Ventilation PERMIT FEt ` $ Policy Number b0 2 -1-Y7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the perfd'rmance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith those provisions. rt wit coX/V p q p X � Date _ I Signatur of Applicant - ❑ Owner Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE -- TOTAL FEE $ 61.00 HAZ. D. FEES IMP I FLOOD I COF I PARCEL PO HD ISSUE This permit.is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been C ByIIZAW&!� 16ate717 4467��_D PERMIT EXPIRES ON Oe provisions to do work paid. 1 a Receipt No.IM,91 WHITE-D.D.S.•B.D. CAN Y -ASSESS INK -I SPECTOR GOLDENROD -APPLICANT 1 0 VIOLATION CHECK LIST A. P. # 039-21-0-021 Address , 3230 KONNING AVENUE, CHICO Owner GREGORY A AND AFRA C VURGRENES Owner's Address 14906 EAGLE RIDGE DRIVE, FOREST RANCH CA 95942 Owner's Phone No. 342-2247 Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. 3 CONSTRUCTED AN ATTACHED GARAGE AND ADDITION TO SF APPLICATION MADE 12/6/99,.BUT NOT ISSUED NO PLANS ETC Specific Plot Plan with C/V Noted _yes no •Penalties Required 1st. Notice Sent 9/23/99 2nd. Notice Sent 12/3/99 ate ate Comments and/or Determination ��CAu�� lam' MSCI �i � NPS Disposition For Citation Citation gate (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) December 3, 1999 Gregory A..& Afra C. Vurgrenes 14906 Eagle Ridge Drive Forest Ranch, CA 95942 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Building Code Violation A.P. #039-21-0-021.* ' 3230 Konning Avenue, Chico Dear Mr. and Mrs. Vurgrenes: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy noice dated September 23, 1999 notifying you that you are 'in violation of the (BCC) at the above -referenced location. As of this date, the following violations still exist. .Failure to obtain the required permits, inspections and approvals from this office for construction of an attached garage and addition to single family residence in violation of the 1998 California Building Code as adopted by Section 26-1 of the Butte County Code as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you .contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (.ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Letter to Gregory A. & Afra C. Vurgrenes RE: Building Code Violation A.P. #039-21-0-021 Page 2 December 3, 1999 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section. 41-7. The Notice of Violation shall include a description of the premise -the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above., S' erely, Mic el C. Vieira, C.B.O. Manager, Building Division MCV:dms 1 2 3 4 s 6 7 8 9 10 11 12 13 14 1s 16 17 is 19 20 21 22 23 24 2s 26 27 28 29 PROOF OF SERVICE BY MAIL I am over the age of 18 and not a party of this cause. I am a resident.of and employed in the county where the mailing occurred. My business address is: Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 I served the foregoing (A.P. 1039-21-"21) by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 3RD. OF ' DECEMBER. 1999 and addressed as follows: GREGORY A. AND AFRA C. VURGRENES 14906 EAGLE RIDGE DRIVE FOREST RANCH, CA 959542 I declare under penalty of perjury under the laws of the Siate of California that the foregoing is true and correct and that this declaration was executed on 1 2/1/99 at AxAv���� , California. Donna Sperlin Office Assistant III L A N D O F N A T U R A L W E A L T H A N D B E A U T Y . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 September 23. 1999 Gregory A. & Afra C. Vurgrenes 14906 Eagle Ridge Drive Forest Ranch, CA 95942 RE: Building Code Violation A.P. #039-21-0-021 32301W Konning Avenue. Chico Dear Mr. and Mrs. Vurgrenes: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location. Failure to obtain the required permits, inspections and approvals from this office for construction of an attached garage and addition to single. family•residence. Since permits and inspections are required for the above work, submit three (3) complete sets of plans, apply for the required permits, .and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is' the County's goal. to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty _L391 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. Sincerely. &futhe4rfqo� Chief Building Inspector PERMIT NO. 997-80B,P,E,M 4 C PERMIT EXPIRES OWNER ,W. Gregory CONTR. owner 24-09-19 LOCATION (A.P. ) s Y NIS O'Brien Rd., app.1100'E.of Gilstrap Rd., Gridley 37 o 'fwU41;--P Y k? Temp. Power ole Called G&E Temp/,EEec. Serv. 3; Cad PG&E ` Tem Gas Serv. — Called PG&E JOB D � FINALED (Dat ) (Signature COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD . BUILDING BUILDING (Cont'd) PLUMBING Setback I I Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings lF Windows 3rd Floor v Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing /s r Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Footings Prov. for ph sically handicaeCarport Conformance of ex. structure Appliances Gas Piping & Test _5 -/fir Temp. Gas Slab Final /a— Sanitation Patio FIRE LACE Final Footings Footing ELECTRICAL Masonry Walls Throat I Rough Relnf. Steel Final Fixtures Bond Beam FIAE SPhWKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh I MECHANICAL I Grd. Fault Prop— v Scratch Heating i Service Brown Cooling ? Temp.444e- � 'p p Finish Ducts I Underground Interior Lath Ventilation I Permanent Door Closer Final ! Final — O MOBILEHOMEUTILITIES------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping E OME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE - 'F® �4a�t� REMARKS OR CORRECTIONS I 01, f � 7z> (NOTE: An entry must be made on this form each time you visit the job site.) t�IQ-YL a„ RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CO SERVATION REGULATIONS f (location) BUILDING PERMIT NO. 5P,F — 15?0 A;P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge. /1119 Single Glazed 4y H Fdn. Walls leli' Special (Insulated) Floors /y CERT. & LABELED WDS. Walls ^4 / & SLIDING DRS. Ceiling/Roof �� WEATHERSTRIPPED DRS. Ducts L7 BACK DAMPERED FANS 14 Circulating Pipes—_., INTERMITTENT IGNITION DEVICES APPROVED HEATER CERT. APPLIANCES �. APPROVED WTR.HTR. I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE T0. THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name / ,/i't%��%sf�j itl5a 4 lV Signature of (please print) Insulation Applicator State Contractors icense No General Contractor/Owner Name as Signature of General Contractor/Owner S Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTIOX AND SHALL BE POSTED IN A CONSPICUOUS LOCATION ,•WITHIN THE DWELLING. ---------- This is to certify that CertainTeed Insul-Safe 11 fiber glass insulation has been installed to a value of R_/s_ thick in ceilings. A., (street address) (city, state, zip)' InsukSafe it is tion -combustible, non -corrosive, and inorganic. A product designed for today's safety standards and tomorrows energy requirements. Signed (installer) (company),!-' state license,-,-" (city, stale. zip) date Keep this certificate with your other valued. papers. If you.ever sell this pro.peirly, this certificate should be passed on to the purchaser. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone $7713435 CORRECTION NOTICE ILDING OR PROPERTY ADDRESS 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 ne d additional explanation, please contact this office immediately. r .F' Inspector Date_ '7 ""'_✓'�' r I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICADON Ab PERMIT authorize representatives of the County of Butte to enter upon the above-mentianed prop ty for inspection purposes. ] Date Signature V mit gent Receipt No. S d 7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under 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 3— �o BuiKng permit expires Date 3 - BUILDING Owner C, SQ. FT. OCC. BUILDING VALUATION Mailing Address ill Telephone No. - Contractor Mailing Address Fireplace ly U Total Valuation Pyo Telephone No. Permit Fee 00 Building AddressPlan a Checking Fee&/or Penalty 6 U Permit Fee a lac z PLUMBING No. @ FEE PERMIT FILING FEE $3.00 C>-ip Each Trap 6 tl Repair drainage or vent piping 1.50 A. P. No. Q "� -"' 7 "Coning & Planning Water piping ' UD Cly Each gas water heater or vent JV_W (3p V:�Gr ire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 0160 EQA Parking Plans Parcel Declaration Parcel Parcel Map 60R/W Improvements Each additional outlet .30 ui Iding sewer 5.00 Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ Q $ To vM�;d a ELECTRICAL No.1 @ FEE By ' ° fZ u PERMIT FILING FEE $3.00 ,Q1D Main service 100v OR LESS 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 v�y� %w^ �• �s ����Q )) "� �D %� !S'V' Main service OVER e0ov 100 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 NEW CONST. DWEL I P. Y OR ADDNS. ACC, L 2�Sq ft �/✓ CONTRACTORS LICENSE LAW �Ji I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St le of: y I MILT I-OUI LET RESID 1EWR BRANCH CIRCUITS) NON_ 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON•RESID. SINGLE OUTLET CIR, Ex. OCcup(OUTLETS OR FIXTURES) B Lit Ex. QCCU FIXED APPLNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 VI'l am exempt from the Contractors License Laws of the State of California. Permit Fee $ 6b WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. El I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. Z.,certify that in the performance of the work for which this, rmit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 �.. Heating � Cooling fJ(� Ventilation Hood 2.00 Permit Fee $ 13.6102-.1,710i 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 Land Development Fee $ TOTAL PERMIT FEE authorize representatives of the County of Butte to enter upon the above-mentianed prop ty for inspection purposes. ] Date Signature V mit gent Receipt No. S d 7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under 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 3— �o BuiKng permit expires Date 3 - Mar -01-01 044.02A PLAN REVISION P.Ol Please complete the following information in order to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. (� n Owner's Name: Received By: Date: % �l r: A.P. #: Permit #: f is Time: ContactPhone Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: IS -Requested. By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a - stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings Must clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with nest inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ S46.00 Receipt t#: ❑ Additional Fees Not Requir :additional fees may be due based upon complexity and time involved to process this submit/ Additional Fees: Receipt #: APN: 24-09-19 -- Plancheck Comments Vargas Cover All The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Apply added Dead and Live load reactions found on page 15 of the calculations to the design of the "Holdown Pier" on page 12 of the calculations. 2. A wind speed of 80 mph is use for the wind calculations on page 9-11, page 12 shows a 75 mph wind speed for computing the "Holdown Pier", please clarify. 3. Show detail depicting how the plate in detail shown on page 13 is attached. ount EU He . ..... L A N D O F N A T U RAL WEALTH A N D BEAUTY BUILDING DIVISION w DEPARTMENT OF DEVELOPMENT SERVICES ' 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 14, 1999 Mike Vargas P.O. Box 1225 Gridley, CA 95948 . Building Permit Number: 99-2052 Assessor's Parcel Number: 024-090-019 This is the plan check list from our consulting plan check engineer for your carport. Please provide the items on the list to us and we will forward them to the plan check engineer. Sincerely, �J Linda Sexton Building Inspector III. i IFACSIMILE COVER SHEEA Date: ?' a obi 17 To: Charles Roberts From: Butte County Building Division Subject: Plan Review Number of pages (including this cover sheet): Telephone Number of Receiving Telecopier: (530) 894-8805 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: The following Building Permit applications are in route to the Chico office for your office to review. These drawings will be available for you to pick up on the next business day. Please evaluate the building plans and return them to the Chico office for transmittal. Sincerely, �—utte County BX1dg Division Plans Examiner's CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. .. ; pe. WJ pp\t K PROTECTIVE COVERS Big Boys Toys Fk 8 992.0555 Fax 1992.0333 1 800.4ftS665 2577 ELKHORN BLVD. R!O LM)& CA 95673 26 C, A. 'Sim f. � — AI) b s g '1.,i5 Se1F44 SeNrL 0.\\ u/ z sets: do;w-:5 APPROVED Butte County Environmental Health (e ;2� _IZ iQ09 p;kc\ JxX 3" /q. Read. Tube CCA4;Ievtr He4 t`IZ�Mov� ltls `A' •� �Lo base �o r v 0 CA „X 3-- Av%c11e<3��> 3;"I5 1�� o '"1�ra"nr.�n+....�. e1?[i��i'l�Y.� 'C Structural Engineer .._ _ P.O. Box 955 West Sacramento, CA 95691-0955 proie bio ,C�r�d� Ces owe /Ya,1776: T�Z;e S1vb Pim �9� o ck . Irate ........ , A4- a tch 64,* (z) 0 x 2y Hp ped O�IveIa/ _ Ur�itorl idrs �f 0,17Lor�fii�UvS �r17 N O�IveIa/ _ Ur�itorl idrs �f 0,17Lor�fii�UvS �r17 arz� A P�o��c�iv'� Gove�s -Ire IO 7YhrT(7 T.A .y scrdn�s ¢o oir7 loVa�4 s) 5 /'?gJ 'g �iam LAWRENCE AMUNDSEN Structural Engineer P.O. Box 955 West Sacramento, CA 95691-0955 f 0-/??, O