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HomeMy WebLinkAbout017-300-0330/1-680-035 011-680-033 01-1736 FOSTER, STEVE &-HEATHE }� ,J OSPREY CT. CHICO INALED CONT: MARK OWNWER 7/12/0L. - NEW 413R/3 BATH SF E r x- -0780 t 011-680-033 FOSTER, STEVE IyALE 30 OSPREY CIR, CHICO CONT: HILL & ASSOC NEW POOL I � r� OUTT '0 Butte County Department of Development Services ?' PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 •cooNty' Main Phone (530)538-7601 Permit Center Phone (530)538-6861 Fax (530)538-2140 .PLAN CHANGE, RECHECK, OR RETURN Owner's Name: Contact Person Name: Contact email: FORM NO DBP -10 I � zaoqwv�, I . --0 V0 2 I Contact Phone Number-.0`12--11' umber-: 0`1 2 - 1 1 > Date Submitted: i Permit Number:10 — � Assessor's Parcel. Number: ❑ Response to Plan Check Letter ❑ Response to Building Inspection Correction Notice �ther:P.,/ 1. 2. 3. 4. 5. 6. LIST OFJTEMS SUB ITTED () \�- L�b Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: Minimum $127.00 paid 0 Q 050 Additional Fee Amount Due: K: NEW_ WEBSIMBuilding\Building Forms R Documents\Approved 2011 forms -handouts and on list\DBP-10 Plan Change Fonn.doc Page 1 of 1 JANICE LEE DESIGN PO BOX 6343 CHICO CA 95927 PHONE & FAX: 530-892-1937 EMAIL: 8/18/2011 PERMIT #: Bll-0638 AP #: 011 680 033 PROPERTY OWNERS: STEPHEN FOSTER & HEATHER SILES- FOSTER DEAR BUILDING OFFICAL: PLANS & TRUSS CALCS THAT WERE APPROVED FOR A HOUSE ADDITION UNDER THE ABOVE PERMIT DID NOT INCLUDE AN EXISTING 24" CANTILEVERED OVERHANG ON THE 2ND STORY OF THE EXISTING RESIDENCE. TO ACCOMODATE THAT OVERHANG, TRUSSES NEED TO BE MODIFIED. REVISED TRUSS CALCS ARE BEING SUBMITTED. THE ROOF PITCH HAS BEEN CHANGED TO 3 1/2& 12. THANK YOU FOR YOUR SERVICE. JANICE LEE �f� r C���m�� PERMIT # / v L I 6 i7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C® C PLIANC DATE BY NC Le' N by $vim ---- 6X12 VF#1 (B2) \ 5Tb224, $M TO TOP PLT I \ II I I \ II I m \ 3%12 cl \ I EX15TH \ I RE51DE I II \ I , PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E C MPLIA1600F DATE BY P eslgn Truss Take -off Design & Sales sistance Monte Call - 793 Camellia Dr (530) 811.4132 Of f ice Paradise, CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING Foster Addition Revision 8-15-2011 iJ11.nGS� PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR BUTTE CO E C MrLIANCE CO�� DATE BY AUG 19 2011 r DT,jMYMENT SERVj"b SggVICES Truswal Systems (800) 322-4045 "W, OG -2 7V PERMIT N BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COPE COMPLIAN ll( BY DATE ` N v ' 'Ylt1- .-..a. ,'n.•.' ' ... r:'Sr . -. ,K.: --a,._ . R:. 3..,Y �.T V^. �W`-,s X'l�.'4W+�1'}v_'?..n*.¢'� �n'J: .::T..- � :AidL=.t a: :N... _ - _ Job Name: - - Tru* ss ID: A - Q# 2 Drw : BRGx-IAC WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. SIZE REQ•D TC 2x4 DFL #1 1 0- 2-12 5.50" 1.50" BC 2x6 DFL #2 2 - 1- 6- 0 .50" 1.50" WEB 2x4 DFL STANDARD 3 23-10- 9 18 3.88. 1. so" Refer to Joint OC Detail Sheet for BRG REQUIREMENT a are based ONLY Maximum Rotational Tolerance used on the trues material at each bearin<jRC/IBC truss plate values are based on ASSISTANCEnoted. Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 11.00 psf testing and approval as required by IBC 1703 TC FORCE Axl, END CS1 and ANSUTPI and are reported in available OL -0 17 0.00 0.03 0.03 documents as ER -1607 and ESR -1118. 0- 1 125 0.01 0.64 0.65 Install Interior support(s) before erection. 1-2 -4867 0.05 0.11 0.15 Drainage must be provided to avoid ponding. 2-3 -5083 0.11 0.29 0.40 Permanent bracing is required (by others) to 3-4 -7238 0.23 0.14 0.38 prevent rotation/toppling. See BCSI 4-5 -7573 0.25 0.18 0.44 and ANSVTPi1. 5-6 -6461 0.19 0.14 0.32 PLATING BASED ON GREEN LUMBER VALUES. 6-7 -3794 0.06 0.20 0.26 End verticals are designed for axial loads only unless noted otherwise. SC FORCE NCI, HND CSI Extensions above or below the truss profile B-9 4636 0.30 0.15 0.45 (if any)have been designed for loads 9-10 7111 0.46 0.17 0.63 indicated only. Horizontal loads applied at 10-11 7659 0.50 0.15 0.65 the end of the extensions have not been 11-12 6748 0.44 0.14 0.58 considered unless shown. A drop -leg to an 12-13 6748 0.44 0.15 0.59 otherwise unsupported wall may create a 13-14 4319 0.28 0.13 0.41 hinge effect that requires additional design 14-15 63 0.00 0.11 0.11 consideration (by others). Left Overhang(s) are not to he removed. WEB FORCE CSI ' WEB FORCE Cal OVERHANG(S) MAY BE SHORTENED UP TO 3' MAXI 2-9 1019 0.21 5-13 -839 0.OS Left Overhang Soffit loading - 0.0 psf 3-9 -2217 0.14 6-13 2338 0.46 3-10 399 0.08 6-14 -1537 0.08 4-10 -460 0.03 7-14 4096 0.83 4-11 -252 0.01 7-15 -1766 0.10 5-11 901 0.18 T 2-0-10 1 Designed per ANSI/TPI 1.2002 This design does not account for long tern time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent 8CLL Loaded for 200 Ib non -concurrent moving BCLL. Mark all interior bearing locations. Overhang requires support at the location(s) Indicated. Support design is by others. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 2-PLYI Nail w/10d COMMON, staggered(per NDS) In: TC -2 BC -2 WEBS- 2 -PER FOOTI- Cluster screws, if shown, are 3" long. This design based on chord bracing applied per the following schedule: max o.c. from to TC 48.00" 5-10-15 24.0- 8 UPLIFT REACTION(S): Support C&C Wind Non -Wind 1 -170 Ib 2 -86 lb 360 lb 3 -142 Ib 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. �l 6 5-10-15 2-PLYS 1 6�-0 2 3 4 5 6 7 REQUIRED3.50 I 18-0 8 t 248# =0-3-15 BUTTE COUlm .. BUILDING DIVISIniv APPROVES -1 12-6-0 ,a 24-0-8 8 9 10 1112 13 14 15 t++a..r+♦+rt+.♦t++♦++♦ Nail pattern shown is for PLF loads and point loads converted to PLF loads only. Concentrated loads MUST be distributed to each ply equally. Multi -ply with hangers are based on hanger nails using 1.5" nails min. Into the carrying member. If shown, use additional fasteners for point loads as indicated from the back plys, distributed symmetrically around the hanger. Use any other approved detail (by others). 10d - led NAILS, SDS - Simpson SDS screws or equivalent substitute. (7 - Special Connection Req. (by others) @ - Indicates load is evenly distributed (no additional fasteners rep.) t♦++r♦♦++t+t+++a♦a.... t.♦++F......+++a+a♦+++ NAIL pattern shown is based on: led BOX = 0.128" dia. x 3.0" long nail led COMMON = 0.148" dia. x 3.0" long nail 16d BOX - 0.135" dia. x 3.5" long nail 16d COMMON - 0.162" dia. x 3.5" long nail t.++..+a+++++t+++++afa This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor - 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 80.40 ft, Bldg Width - 40.20 ft Mean roof height - 11.03 it mph - 90 ASCE71 Low Hazard, Dead Load = 11.4 psi Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 94 sgft -zOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 62.00 -2- 6- 0 62.00 0-0-0 0.65 TC Vert 62.00 0-0-0 62.00 6-0-0 0.65 TC Vert 119.48 6-0- 0 119.48 24.0.8 0.65 BC Vert 38.54 0-0.0 38.54 24- 0- 8 0.00 . Tyke... Itis X. Loc LL./TL TC Wert 160.2 6- 0- 0 1.00 TC Vert 88.1 6.0.0 0.00 1-9:A9-1 i j;F�IP WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. '308 MAX DEFLECTION (span) : R:2 L/999 MEM 3-4 (LIVE) LC 49 3 U:- 60 L- -0.21" D= -0.22" To -0.43" 188 MAX DEFLECTION (cant) : _ E`SS� L/999 MEM OL -0 (LIVE) LC 49 L--0.01" D=-0.01" T=-0.02" OVER 3 SUPPDIl1ITom'- All plates are 20 gauge Truswal.Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. - Joint Locations 1 0-0-0 95-6-0 2 5- 6.0 10 9-0-12 .Y3- 0-12 11 12-9-4 4 12-9-4 12 13-7-0 5 16.5.12 13 16- 5-12 6 20-2-4 14 20-2-4 7 24.0.8 15 24.0-8 8 0-0-0 8/16/2011 Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: U360 WO: jlfosteradd This design Is for an Individual building component not truss system. it has been based on specifications provided by the component manufacturer Chk: and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr are to be "rifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf DurFacs L=1.25 P=1.00 DESIGN utilized on this design meet or exceed the loading Imposed by the local building code end the particular application. The design assumes that the top chord ASSISTANCEnoted. Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® environment that will rause five moisture content of the wood to exceed 19% and/or muse connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 end brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' avallable as output from Truswal software, 'ANSVTPI V,'WrCA V- Wood Truss Council of America Standard Design Responslbilities,'BUILDING COMPONENT SAFELY INFORMATION' - BC Dead 10.00 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (BCSI 1-01) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive, Madison, Wisconsin 53719. The American Forest and Paper Assodation (AFPA) is located at 1111 19th Street. NW, Ste BOO, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88532 Job Name: Truss ID: Al - - Qty: 1 Drwg: BRG x -LAC REACT SIZE REQ•D TC 2x4 DFL #1 1 0- 2-12 1198 5.50" 1.50" BC, 2x4 DFL #1 2 - 1- 6- 0 47 3.50^ 1.50" WEB 2x4 DFL STANDARD 3 23-10- 9 971 3.881' 1.50" Refer to Joint OC Detail Sheet for BRG REQUIREMENTS shown are based ONLY Maximum Rotational Tolerance used on the truss suaterial at each bearing1RC/IBC truss plate values are based on 5 8 BUTTE COLINTY '�U W:314 U:-124 U $2 NOc `Al testing and approval as required by IBC 1703 TC FORCE AXL BND CSI and ANSUTPI and are reported in available OL -0 17 0.00 0.06 0.06 documents as ER -1607 and ESR -1118. o- 1 55 0.01 0.48 0.49 Install interior support(s) before erection. 1-2 -2311 0.07 0.30 0.37 Drainage must be provided to avoid ponding. 2-3 -2312 0.44 0.29 0.73 Continuous lateral bracing attached to flat 3-4 -2735 0.61 0.35 0.96 TC as indicated. Lumber must be structural 4-5 -1954 0.31 0.41 0.72 grade. Brace @ 24" o.c. unless noted. Truswal software, unless noted. Scale: 5132" - 1' ' Left Overhang(s) are not to be removed. BC FORCE AXL BND CSI OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.I 6-7 2220 0.19 0.45 0.65 Left Overhang Soffit loading - 0.0 psf 7-8 2769 0.26 0.39 0.65 20 psf bottom chord live load NOT required 8-9 2096 0.20 0.23 0.42 on this truss, per IBC/IRC requirements for 9-10 2096 0.20 0.38 0.58 attics with limited storage. 10-11 98 0.00 0.46 0.46 NEB FORCE CSI REB FORCE CSI 2-7 392 0.16 4-10 -665 0.08 3-7 -496 0.29 5-10 2099 0.85 3-8 -158 0.03 5-11 -922 0.12 4-8 690 0.28 Designed per ANSUTPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL Loaded for 200 Ib non -concurrent moving BCLL Mark all Interior bearing locations. Overhang requires support at the location(s) indicated. Support design is by others. PLATING BASED ON GREEN LUMBER VALUES. UPLIFT REACTION(S): Support .C&C Wind Non -Wind 1 .92 Ib 2 -91 lb -124 Ib 3 -82 lb . 7-10-15 1 2 3 4 5 3� 50 16-0-8 End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop4eg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). This design based on chord bracing applied per the following schedule: - max o.c. from to TC 40.00" 7-10-15 24- 0.8 ' This truss is designed using the CBC -07 / ASCE7-05 Specification - Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location= Not End'Zone ' Hurricane/Ocean Line - No', Exp Category - C Bldg Length'= 80.40 fl, Bldg Width = 40.20 ft Mean roof height -� .11.32 ft, mph = 90 ASCE71 Low Hazard, Dead Load = 11.4 psf Designed as Main Wind Force Resisting System - Low{iso and Components and Cladding ' Tributary Area - 48 sqft MAX DEFLECTION (span) : 0999 MEM 23 (LIVE) LC 48 L'= -0.17" D= -0.17" To -0.34' MAX DEFLECTION (cant) : L1999 MEM OL -0 (LIVE) LC 49 L= -0.01' D= -0.01' To -0.02' Joint Locations - 1 0-0-0 7 7-6-0 2 7- 6-0 8 12-10-7 _ 3 12-10-7 9 13-8-3 4 18.4-9 10 18-4-9 5 24.0.8 11 24-0-8 6 0.0-0 T Fa T T 2-7-10 3X8 2 1 24-5 3.4-1 1 zo-3-15 MR HIP 1 S 2.5X4 3X4 4X8: B1 S=3.5X5 2X3 8 B3 R:47 5 8 BUTTE COLINTY '�U W:314 U:-124 U $2 NOc `Al 926 BUILDING DIVISION 24-0-9 m APPROVED 6 7 8 9 10 11 CNIt 0f CAUFQ��\!� 8/16/2011 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports -available from Truswal software, unless noted. Scale: 5132" - 1' ' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: L1360 WO: jifosteradd This design is for an individual building component not truss system it has been based on specifications provided by the component manufacturer Chk: and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimenslonal accuracy. Dimensions Dsgnr: are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the loads DESIGN utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25' P=1.00 is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 Rep ASSISTANCE noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any psf Mbr Bnd .1.10. ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and bmce this truss In accordance with the following standards: *Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSUTPI 1', WTCA V - Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'. BC Dead 10.00 psf . Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at S83 D'Onofdo Ddve, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88533 9-10-15 r 1 2 3 4 5 350 14-0-8 i BUTTE CC:U �,!` BUILDING Dl"oloo4( APPROI� T T 2-11-S3-11-1 1 I SHIP B2 v(3 :308 B3 R:64 W:314 U:-90 R:974 U:-87 U:-69 2-6-0 24-0-8 6 7 8 9 10 11 MAX DEFLECTION (span) : L1999 MEM 10-11 (LIVE) LC 42 L= -0.20" D= -0.12" T= -0.32" MAX DEFLECTION (cant) : U999 MEM OL -0 (LIVE) LC 49 L=-0.01- D---0.01' T-4.02" = Joint Locations 1 0.0.0 7 5.5-8 2 5-5-8 8 9-6-0 3 9-6- 0 9 `14-0-0 4 16-7-8 10 16-7-8 5 24.0.8 11 24-0.8 6 0.0-0 P. OVER 3 SUPPORTS 8/16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: U360 WO: jlfosteradd Job Name: Truss ID: A2 Qt 1 brw ERG x -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Designed per ANSUTPI 1-2002 End verticals are designed for axial loads 1 0- 2-12 11665.50^ 1.50^ BC 2x4 DFL #1 This design does not account for long term only unless noted otherwise. 2 - 1- 6- 0 64 3.50^ 1.50^ WEB 2x4 DFL STANDARD time dependent loading (creep). Building Extensions above or below the truss profile 3 23-10- 9 974 3.88- 1.50^ Refer to Joint OC Detail Sheet for Designer must account for this. (if any) have been designed for loads ERG REQUIREMENTS shown are based ONLY Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF Indicated only. Horizontal loads applied at on the truss material at each bearindRC/IBC truss plate values are based on MULTIPLE LOAD CASES. the end of the extensions have not been 793 Camellia Dr., Paradise CA 95969 (SCSI 1-03) and'BCSt SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at S03 D'Onofrio Drive, Madison, testing and approval as required by IBC 1703 Loaded for 10 PSF non -concurrent BCLL considered unless shown. A drop4eg to an TC FORCE AXL END CSI and ANSVTPI and are reported in available Loaded for 200 ib non -concurrent moving otherwise unsupported wall may create a OL -0 17 0.00 0.06 0.06 documents as ER -1607 and ESR -1118. BCLL. hinge effect that requires additional design 0- 1 47 0.01 0.37 0.37 Install interior support(s) before erection. Mark all Interior bearing locations. consideration (by others). 1-2 -2441 0.04 0.26 0.30 Drainage must be provided to avoid ponding. Overhang requires support at the location(s) This design based on chord bracing applied 2-3 -2112 0.03 0.21 0.24 Continuous lateral bracing attached to flat indicated. Support design is by others. per the following schedule: ' 3-4 -2046 0.28 0.72 1.00 TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. max o.c. from to 4-5 -1910 0.25 0.73 0.98 grade. Brace @ 24" o.c. unless noted. UPLIFT REACTION(S) : TC 38.00" -9 -10 -IS 24-0-8 ' HORIZONTAL REACTION(S): Support C&C Wind Non -Wind This truss is designed using the SC FORCE AXL BND CSI support 1 1121b 1 -89 Ib CBC -07 / ASCE7-05 Specification 6-7 2295 0.20 0.29 0.50 support 3 1121b 2 AO Ib -02 Ib Bldg Enclosed -.Yes, Importance Factor - 0.87 7-8 2293 0.20 0.43 0.62 Left Overhang(S) are not to be removed. 3 .87 Ib Truss Location - Not End Zone B-9 2006 0.18 0.52 0,71 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.1 20 psf bottom chord live load NOT required Hurricana/Ocean Line - No'', Exp Category - C 9-10 2006 0.18 0.46 0.64 Left Overhang Soffit loading = 0.0 psf on this truss, per IBC/IRC requirements for Bldg Length = 80.40 ft, Bldg Width = 40.20 ft 10-11 113 0.00 0.64 0.64 attics with limited storage. Mean roof -height = 11.61 It, mph = 90 ASCE7 I Low Hazard, Dead Load = 11.4 psf WEB FORCE CSI WEB FORCE CSI Designed as Main Wind Force Resisting System 2-7 231 0.09 4-20 -568 0.09 - - Low-rise and Components and Cladding 2-8 -397 0.12 5-10 2041 0.83 Tributary Area = 48 sgft ' 3-8 316 0.13 5-11 -912 0.14 ' 4-8 257 0.14 9-10-15 r 1 2 3 4 5 350 14-0-8 i BUTTE CC:U �,!` BUILDING Dl"oloo4( APPROI� T T 2-11-S3-11-1 1 I SHIP B2 v(3 :308 B3 R:64 W:314 U:-90 R:974 U:-87 U:-69 2-6-0 24-0-8 6 7 8 9 10 11 MAX DEFLECTION (span) : L1999 MEM 10-11 (LIVE) LC 42 L= -0.20" D= -0.12" T= -0.32" MAX DEFLECTION (cant) : U999 MEM OL -0 (LIVE) LC 49 L=-0.01- D---0.01' T-4.02" = Joint Locations 1 0.0.0 7 5.5-8 2 5-5-8 8 9-6-0 3 9-6- 0 9 `14-0-0 4 16-7-8 10 16-7-8 5 24.0.8 11 24-0.8 6 0.0-0 P. OVER 3 SUPPORTS 8/16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: U360 WO: jlfosteradd This design Is for an individual building component not truss system It has been based on specifications provided by the component manufacturer Chk: ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf DurFacs L=1.25 P=1.00 DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord ASSISTANCE Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.10 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' avallabio as output from Truswal software, 'ANSIrrPI 1','WTCA V- Wood Truss Council of America Standard Design Responsibilitles,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (SCSI 1-03) and'BCSt SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at S03 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, Dc 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88534 Job Name: - - Truss ID: A3 Qty: 1 Drwg: BRG X -IAC REACT SIZE REQ'D TC 2x4 DFL #1 10- 2-12 1170 5.50" 1.50" BC 2x4 DFL #1 ' 2 - 1-'6- 0 63 3.50" 1.50^ WEB 2x4 DFL STANDARD 3 23-10- 9 973 3.88" 1.50" Refer to Joint OC Detail Sheet for BRG REQUIRENEKTS shown are based ONLY Maximum Rotational Tolerance used on the tress material at each bearing!RC/IBC truss plate values are based On TC Live 20.00 psf DurFacs L=1.25 P=1.00 DESIGN testing and approval as required by IBC 1703 TC FORCE AXL END CS2 and ANSVrPI and are reported in available OL -0 17 0.00 0.06 0.06 documents as ER -1607 and ESR -1118. 0- 1 48 0.01 0.40 0.40 Install interior support(s) before erection. ' 1-2 -2417 0.06 0.26 0.33 Drainage must be provided to avoid ponding. 2-3 -1851 0.02 0.17 0.19 Continuous lateral bracing attached to flat 3-4 -1760 0.46 0.54 1.00 TC as indicated. Lumber must be structural 4-5 -1421 0.30 0.54 0.84 grade. Brace @ 24' o.c. unless noted. HORIZONTAL REACTION(S): SC FORCE AXL END CSI support 1 127 lb 6-7 2268 0.19 0.37 0.56 support3 1271b 7-8 2263 0.22 0.34 0.56 Left Overhang(s) are not to be removed. 8-9 1484 0.14 0.33 0.47 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.1 9-10 1484 0.14 0.45 O.Se Left Overhang Soffit loading = 0.0 psf 10-11 127 0.00 0.54 0.54 WEB FORCE CSI REB FORCE CSI 2-7 276 0.11 4-10 -619 0.12 2-8 -564 0.27 5-10 1609 0.65 3-8 267 0.11 5-11 -920 0.18 4-8 380 0.15 Designed per ANSVTPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 Ib non -concurrent moving BCLL Mark all interior bearing locations. Overhang requires support at the location(s) indicated. Support design is by others. PLATING BASED ON GREEN LUMBER VALUES. UPLIFT REACTION(S): Support C&C Wind Non -Wind 1 86 Ib 2 .89 lb -93 lb 3 -93 Ib 20 psf bottom chord live load NOT required on this buss, per IBC/IRC requirements for attics with limited storage. 11-10-15 r 1 2 3 4 5 350 12-0-8 T(1-3-15 BUTTE COUNT`! BUILDING DIVISION APPROV" End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads Indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). ' This design based on chord bracing applied per the following schedule:• max o.c. from to TC 47.00' 11-10-15 24-0-8, This truss Is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed= Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 80.40 ft, Bldg Width = 40.20 ft Mean roof height - 11.90 ft,' mph = 90 ASCE71 Low Hazard, Dead Load - 11.4 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 48 sqft TT 3.6-5 4-6-1 ZB!2 HIP 2X3 :308 B3 R:63 W:314 U:-93 R:973 U:-93 U:-86 1- 24-0.8 r 6 7 89 10 11 MAX DEFLECTION (span) : L/999 MEM 3d (LIVE) LC 49 L= -0.13" D= -0.12' T= -0.25' MAX DEFLECTION (cant) : 1-/999 MEM OL -0 (LIVE) LC 49 L= -0.01" D= -0.01' T= -0.02- - Joint Locations �= 1 0-0-0 7 6-5-8 2 6-5-8 8 11-6-0 3 11-6-0 9 12-0-4 4 17-7-8 10 17-7-8 5 24-0.8 11 24-0-8 6 0.0-0 CNI�. 8/16/2011 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: LJ360 WO: jlfosteradd This design Is for an individual building. component not truss system. It has been based on specifications provided by the component manufacturer Chk' ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf DurFacs L=1.25 P=1.00 DESIGN utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is latemlly braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise ASSISTANCE noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.10 ® environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brece this truss in accordance with the following standardz:'Joint and Cutting Detail Reports' evallable as output from Truswal software, 'ANSIrrPI 1','WTCA V - Wood Truss Council of America Standard Design ResponslblllUes,'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPL The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, Wisconsin 53718. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88535 Dob Name: Truss ID: A4 - Qtv: 1 Drwa: BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 2-12 1422 5.50" 1.52" BC 2x6 DFL #2 2 - 1- 6- 0 21 3.50" 1.50" WEB 2x4 DFL STANDARD 3 23-10- 9 2342 3.88" 2.50" 2x4 DFL STUD 105 BRG REQUIREMNTS shown are based ONLISCAB 2x6 DFL #2 on the trues material at each bearingTHIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. TC FORCE AXL END CSI Loaded for 10 PSF non -concurrent BCLL. OL -0 17 0.00 0.06 0.07 Loaded for 200 lb non -concurrent moving 0- 1 72 0.01 0.68 0.69 BCLL 1-2 -2923 0.14 0.45 0.59 Mark all Interior bearing locations. 2-3 -2128 0.04 0.35 0.39 Install interior support(s) before erection. 3-4 -2017 0.57 0.39 0.96 Overhang requires support at the location(s) 4-5 -2036 0.58 0.39 0.97 indicated. Support design is by others. Drainage must be provided to avoid ponding. SC FORCE AXL BND CSI Permanent bracing is required (by others) to 6-7 2753 0.22 0.34 0.56 prevent rotation/toppling. See BCSI 7-8 2744 0.23 0.26 0.52 and ANSI/TP11. 8-9 2061 0.27 0.12 0.39 PLATING BASED ON GREEN LUMBER VALUES. 9-10 2061 0.27 0.37 0.64 HORIZONTAL REACTION(S): 10-11 142 0.00 0.89 0.89 support1 1421b support 3 142 lb WEB FORCE CSI WEB FORCE Csi Left Overhang(s)are not to be removed. 2-7 325 0.13 4-10. -358 0.09 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.I 2-8 -810 0.50 5-10 2519 0.78 Left Overhang Soffit loading - 0.0 psf 3-8 296 0.12 5-11 -1626 0.40 4-8 -315 0.22 BUTTE COUNTY S ON BUILDING DI AP e R®VE Designed per ANSI/TPI 1.2002 This design does not account for long tern time dependent loading (creep). Building Designer must account for this. Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI1TPI and are reported in available documents as ER -1607 and ESR -1118. SCAB(s) (cross -hatched area) to be same size and grade as chord to which it is attached. Use 2 scabs (1 ea. face) if indicated. Use 10d BOX - 0.128" dia. x 3.0" long nails @ 3" O.C: staggered, per NDS, plus clusters If shown. Do not splice scab unless noted otherwise. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. i 13-10-15 1 2 3 350 3X4 3X10 4 5 10-0-8 G� 1.5X3 3X10 8X8 B1 5=6X8 LW2 21=4-14 1:406 1535# 2-6-0 24-0-8 6 7 89 10 11 ' End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads Indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). - This design based on chord bracing applied per the following schedule: max o.c. from to TC 46.00". 13.10-15 24-0-8 UPLIFT REACTION(S): Support C&C Wind Non -Wind 1 -106 lb 2 -94 lb -171 11 3 -177 Ib This truss is designed using the CBC -071 ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricana/Ocean Line - No. Exp Category - C Bldg Length = 80.40 ft, Bldg Width = 40:20 ft Mean roof height = 12.19 ft, mph = 90 ASCE7 I Low Hazard, Dead Load= 11.4 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area= 89 sgft -COAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 62.00.2-6-0 62.00 0-0-0 0.65 TC Vert 62.00 0- 0- 0 62.00 24- 0- 8 0.65 SC Vert 20.00 0.0-0 20.00 24-0.8 0.00 ...Type... His X.Loc LLfrL BC Vert 1535.0 21-4-14 0.49 OVER 3 SUPPORTS �FOp�l* /16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unles Scale: 5132" = 1'' MAX DEFLECTION (span) : Allowable Deflection: L1360 WO: jlfosteradd L/999 MEM 1-2 (LIVE) LC 49 This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer T L=-0.13" D=.12" T-0.25" ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accomry. Dimensions MAX DEFLECTION (cant) : 4 1-5 5-1-1 L/958 MEM OL -0 (LIVE) LC 49 1 SHIP L= -0.01" D= -0.01" T= -0.02" utilixed on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf Joint Locations r� ASSISTANCE B2 1 0-0-0 7 7-8-15 .308 2 7-8-15 8 13-6-0 B3 11:21 3 13-6.0 9 14-0-4 W- W:314 U' -171 4 18-7-8 10 18-7.8 234 24 0.8 11 24 0- 8 U:-177 ,<:C` P. -0.0 ��A 'ANSIrrPI V, V TCA V - Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'- r!� Design Spec CBC -07793 OVER 3 SUPPORTS �FOp�l* /16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unles Scale: 5132" = 1'' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: L1360 WO: jlfosteradd This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk' ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accomry. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr. . DESIGN utilixed on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFaes L=1.25 P=1.00 ASSISTANCE Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install brace 'Joint BC Live 0.00 psf O.C.Spacing 2-0-0 and this truss In accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, 'ANSIrrPI V, V TCA V - Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07793 Camellia Dr., Paradise CA 95969 (BCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI( Is located at 583 D'Onofrio Drive, Madison, Wisconsin 53718. The American Forest and Paper Association (AFPA) Is located at 1111 19th Sheet, NW, Ste 808, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88536 /Job Name: " ^ - Truss ­ID: A5 - Qty: 1 Drwc3: BRG X -I.00 REACT SIZE REQ•D TC 2x4 DFL #1 1 0- 2-12 1079 5.50^ 1.50^ BC 2x4 DFL #1 2 - 1- 6- 0 50 3.50^ 1.50^ WEB 2x4 DFL STANDARD 3 20-11-14 839 1.50^ 1.50" BRG BLK 2x4 DFL STANDARD BRG REQUIREMENTS whom are based ONLI his design does not account for long term on the trues material at each bearing time dependent loading (creep). Building Designer must account for this. TC FORCE AXL BND CSI IRC/IBC truss plate values are based on OL -0 17 0.00 0.06 0.06 testing and approval as required by IBC 1703 0- 1 55 0.01 0.50 0.50 and ANSI/TPI and are reported in available 1-2 -1960 0.02 0.48 0.50 documents as ER -1607 and ESR -1118. 2-3 -948 0.01 0.48 0.49 Mark all Interior bearing locations. 3-4 -840 0.11 0.60 0.71 Overhang requires support at the location(s) indicated. Support design is by others. SC FORCE AXL BRD CSI PLATING BASED ON GREEN LUMBER VALUES. 5-6 1825 0.16 0.47 0.63 HORIZONTAL REACTION(S): 6-7 1817 0.18 0.50 0.68 support1 157lb 7-8 1817 0.17 0.54 0.72 support 3 157 lb 8-9 72 0.00 0.45 0.45 Left Overhang(s) are not to be removed. OVERHANG(S) MAY BE SHORTENED UP TO 3" MAKI WEB FORCE CSI WEB FORCE Csi Left Overhang Soffit loading = 0.0 psf 4-9 191 0.70 2-8 -1015 0.90 BB 3 -839 0.22 3-8 -212 0.08 2-6 336 0.14 4-8 1058 0.43 ®Web bracing required at each location shown. See standard details (7X01087001-001 rev/). Refer to BCSI for proper required lateral restraint Designed per-ANSUTPI 1,2002 Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL Loaded for 200 lb non -concurrent moving BCLL. Install Interior support(s) before erection. Drainage must be provided to avoid ponding. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural grade. Brace (4124" o.a unless noted. This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hun icane/Ocean Line = No. Exp Category = C Bldg Length = 80.40 It, Bldg Width = 40.20 ft Mean roof height = 12.48 ft, mph = 90 ASCE7 I Low Hazard, Dead Load = 11.4 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 42 sgft End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A dropaeg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). This design based on chord bracing applied per the following schedule: max o.c. from to TC 48.00" 15-10-15 20.9-2 UPLIFT REACTION(S): Support CB.C.Wind Non -Wind 1 -79 Ib 2 .86 Ib .128 lb 3 -107 Ib 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. MAX DEFLECTION (span) : L1999 MEM 7.9 (LIVE) LC 33 L= -0.20" D= -0.13" T-0.33" MAX DEFLECTION (cant) : 1-1999 MEM OL -0 (LIVE) LC 45 L= -0.01" D= -0.01" T= -0.02" 15-10-15 1 2 � - Joint Locations � 3 4 1 0-0-0 6 7.9.0 2 7-9-0 7 10-9.2 350 5-0-10 3 15.6.0 8 15-6-0 4 20-9-2 9 20-9-2 5 0.0-0 BUTTE COUNTY BUILDING DIVISION APPROVED 2-6 21-0-10 5 6 7 8 9 2T W: =� W:108 2-0 1 SHIPR:839 1 U:-107 B2 3X6 TIE 08 R:50 U:-128 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. O� P. V s� CIV1%. �F CALIFQ�'`�`! 8/16/2011 Scale: 3/16" = 1' ® DESIGN ASSISTANCE 793 Camellia Dr., Paradise CA 95969 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done In accordance with the current verelons of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascartaln that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise ' noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmmal software, 'ANSLI Pl I.,'WTCA V. Wood Truss Council of America Standard Design Responsibllities,'BUILDING COMPONENT SAFETY INFORMATION'. (BCSI 1-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 900, Washington, Dc 20039. Allowable Deflection: L/360 Chk' DSgnr: WO: jifosteradd , TC Live 20.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 41.00 psf DurFacs L=1.25 P=1.00 Rep Mbr Bnd 1.10 O.C.Spaeing 2- 0- 0 Design Spec CBC -07 Seqn T6.5.11 - 88537 Job Name: T-4 Truss 'ID: AS Qtk: 1 Drw : BRG x -I.00 REACT size REQ•D TC 2x4 DFL #1 Designed per ANSVTPI 1-2002 This design based on chord bracing applied 1 0- 2-12 950 5.50^ 1.50^ BC 2x4 DFL #1 This design does not account for long term per the following schedule: 2 20-11-14 852 1.50^ 1.5o^ WEB 2x4 DFL STANDARD time dependent loading (creep). Building max o.c. from to BRG REQUIREMENTS shown are based ONL)BRG BLK 2x4 DFL STANDARD Designer must account for this. TC 48.00" 17-10-15 20- 9- 2 on the truss material at each bearingTHIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint OC Detail Sheet for UPLIFT REACTION(S) : � (301 v MULTIPLE LOAD CASES. Maximum Rotational Tolerance used Support C&C Wind Non -Wind TC FORCE Axl. END CSI Loaded for 10 PSF non -concurrent BCLL. IRC/IBC truss plate values are based on 1 .102 lb 1-2 -2141 0.06 0.33 0.40 Loaded for 200 Ib non -concurrent moving testing and approval as required by IBC 1703 2 -108 Ib 2-3 -1353 0.01 0.33 0.34 BCLL. and ANSVTPI and are reported in available HORIZONTAL REACTION(S) : 3-4 -599 0.00 0.26 0.26 Drainage must be provided to avoid ponding, documents as ER -1607 and ESR -1118. support 1 132 Ib 4-5 -523 0.04 0.46 0.51 PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat support 2 132 lb End verticals are designed for axial loads TC as indicated. Lumber must be structural This truss is designed using the BC FORCE Axl. BND CSI only unless noted otherwise. grade. Brace @ 24" o.c. unless noted. CBC -07/ ASCE7-05 Specification 6-7 2011 0.18 0.45 0.63 Extensions above or below the truss profile 20 psf bottom chord live load NOT required Bldg Enclosed = Yes, Importance Factor = 0.87 7-8 2003 0.19 0.37 0.56 (if any) have been designed for loads on this truss, per IBC/IRC requirements for Truss Location = Not End Zone B-9 2003 0.19 0.26 0.45 indicated only. Horizontal loads applied at attics with limited storage. Hurricane/Ocean Line = No. Exp Category = C 9-10 1214 0.11 0.34 0.46 the end of the extensions have not been Bldg Length - 80.40 ft, Bldg Width = 40.20 ft 10-11 72 0.00 0.26 0.26 considered unless shown. A drop -leg to an Mean roof height = 12.78 ft, mph = 90 - Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 otherwise unsupported wall may create a ASCE7 I Low Hazard, Dead Load= 11.4 psf WEB FORCE CSI WEB FORCE CSI hinge effect that requires additional design Designed as Main Wind Force Resisting System 5-11 164 0.67 3-9 454 0.18 consideration (by others). - Low-rise and Components and Cladding Be 2 -852 0.24 3-10 -846 0.55 Tributary Area = 42 sgft 2-7 309 0.13 4-10 -175 0.08 2-9 -804 0.50 5-10 928 0.38 ' 17-10-15 1 2 3 4 5 350 I 3-0-10 I MAX DEFLECTION (span) : L/999 MEM 7.8 (LIVE) LC 31 L- -0.10" D= -0.09" T= -0.20" - Joint Locations 1 0-0-0 7 6-7-5 2 6- 7- 5 8 10.9-2 3 12-3-11 9 12-3-11 4 17-6-0 10 17-6-0 5 20-9.2 11 20-9-2 6 0-0-0 4 8 3X4 T-4 5-0-10 3X4 4-11-13 5li83t9 82 HIFW:108 3X8 =-0-3-15 11:852 2-3-1 U:408 l f $ P. 1.5X3 S=3.5X5 4X8 1.5X3 p H: �O C� X 1Py� B1 3.5X4 3X6 TIE C ^ `� BUTTE COUPS 9 11:9508 U•-102 BUILDING DIVISION 11A, : � (301 v 2,-0_,D APPROVED 6 7 8 9 ,D „ ,,� cALI .� CA UfCp`� 8/16/2011 All plates are 20 gauge Truswai Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: L/360 WO: jlfosteradd This design is for an Individual building component not truss system. D has been based an specifications provided by the component manufacturer Chk' ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions - ere to be verifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGNutilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25 P=1.00 ASSISTANCE Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.10 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0,00 psf O.C.Spacing 2- 0- 0 and brace this truss In accordance with the following standards: and Cutting Detail Reports' available as output from Treswal software, 'ANS9TPI 1% WTCA V - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (SCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, OC 20036. TOTAL 41.00 psf Segn T6.5.11 - 88538 J� ob Name: - Truss•ID: A7 Qtv: 1 Drwa: BRG X -IAC REACT SIZE REWD TC 2x4 DFL #1 1 0- 2-12 950 5.50^ 1.50^ BC 2x4 DFL #1 2 20-11-14 852 1.50^ 1.50^ WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based OHLffiRG BLK 2x4 DFL STANDARD on the truss material at each bearingTHIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. TC FORCE AXL BND CSI Loaded for 10 PSF non -concurrent BCLL. 1-2 -2096 0.07 0.42 0.50 Loaded for 200 Ib non -concurrent moving 2-3 -1201 0.01 0.42 0.43 BCLL. 3-4 -1152 0.01 0.34 0.35 Drainage must be provided to avoid ponding. 4-5 -346 0.00 0.34 0.34 End verticals are designed for axial loads 5-6 -267 0.00 0.46 0.46 only unless noted otherwise. Extensions above or below the truss profile BC FORCE AXL END CSI (if any) have been designed for loads 7-8 1964 0.17 0.51 0.68 indicated only. Horizontal loads applied at B-9 1955 0.18 0.41 0.59 the end of the extensions have not been 9-10 1062 0.10 0.31 0.41 considered unless shown. A drop -leg to an 10-11 1062 0.09 0.37 0.46 otherwise unsupported wall may create a 11-12 99 0.00 0.34 0.34 hinge effect that requires additional design consideration (by others). WEB FORCE CSI WEB FORCE CSI 6-12 Ile 0.80 4-9 485 0.20 BB 2 -652 0.29 4-11 -963 0.78 2-8 325 0.13 5-11 -282 0.16 2-9 -912 0.69 6-11 978 0.40 Designed per ANSVTPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSVTPI and are reported In available documents as ER -1607 and ESR -1118. PLATING BASED ON GREEN LUMBER VALUES. 20 pat bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. 19-8-7 1 2 3 4 5 6 3r 50 6X8 BUTTE COUNII BUILDING DIVISION APPROVED 61 S=3.5X4 1.5X3 W:508 11:950 U:-98 21-0-10 7 8 9 10 1112 T 3-7-9 T 2-2-0 l UPLIFT REACTION(S): Support C&C Wind Non -Wind 1 -98 lb 2 -98 lb HORIZONTAL REACTION(S): support 1 145 lb support 2 146 lb This truss is designed using the CBC -07 / ASCE7.05 Specifiration Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 80:40 ft, Bldg Width = 4020 ft Mean roof height - 13.04 It mph = 90 ASCE71 Low Hazard, Dead Load = 11.4 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 42 sgft 6-0-9 SHIF132 W:108 R:852 U:-98 3X6 TIE 3X6 TIE MAX DEFLECTION (span) : U999 MEM 7-8 (LIVE) LC 25 L-'-0:13" D= -0.10' T= 0.23' - Joint Locations =� 1 0-0-0 7 0-0-0 2 7-2-8 8 7-2-8 3 10.2-4 9 13-6.0 4 13-6-0 10 14.0.4 5 19-3-8 11 19-3-8 6 20-9-2 12 20-9.2 i� ... CML, F CALIFOXIT50 8/16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HIS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unlessmoted. Scale: 3/16" = 1' ® DESIGNutilized ASSISTANCE WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. .This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertaln that the loads on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom Mord Is laterally braced by a rigid sheathing material directly attached, unless otherwise .noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any Allowable Deflection: U360 Chk' Dsgnr: WO: jifosteradd TC Live 20.00 psf TC Dead' 11.00 psf . DurFacs L=1.25 P=1:00 Rep Mbr Bnd 1.10 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss In accordance with the following standards:'Jolnt and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf O.C.Spacing 2- 0- 0 793 Camellia Dr., Paradise CA 95969 'ANSVTPI I.,'WTCA V - Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'. (BCSI 1-03).and'SCSI SUMMARY SHEETS' by NBCA and TPI. The Truss Plate Institute (TPI( is located at 583 D'Onohlo Drive, Madison, - Wisconsin 53719. The American Forest and Papar Assoclation (AFPA) Is located at 11111 19th Street, NW, Ste 800, Washington, OC 20036. BC Dead 10.00 psf TOTAL 41.00 psf Design Spec CBC -07 Seqn T6.5.11 - 88539 Job Name: Truss ID: M1 Qty: 1 - Drw : BRG 1 x -IAC 0- 2-12 REACT SIZE 390 5.50^ REQ'D TC 2x4 DFL #1 1.50^ BC 2x4 DFL 91 Designed per ANSI/TPI 1.2002 UPLIFT REACTIONS): AC ' 2 6- 0-12 364 1.50^ 1.50^ FILL CHD 2x4 DFL STANDARD This design does not account for long term Support Wind Non -Wind lime dependent loading (creep). Building 1 WAN 3 10- 0-12 254 1.50^ 1.50^ Refer to Joint CIC Detail Sheet for 38 Ib Designer must account for this. 2 -158 Ib 4 14- 0-12 281 1.50^ 1.50^ Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF 3 -102 Ib 5 18- 0-12 224 1.50^ 1.50^ IRC/IBC truss plate values are based on MULTIPLE LOAD CASES. 4 •151 Ib 6 19-10-12 53 1.50^ 1.50^ testing and approval as required by IBC 1703 Loaded for 10 PSF non -concurrent BCLL. S •120 Ib 7 5-11- 4NTS 236 1.50^ 1.50^ and ANSUTPI and are reported in available Loaded for 200 Ib non -concurrent moving 6 45 Ib -•14 Ib BRG REQUIREME are based ONLR10cuments as ER -1607 and ESR -1118. BCLL. ' on the tress material at each bearin#nstall interior support(s) before erection. HORIZONTAL REACTION(S) : Mark all interior bearing locations. T SHIP This truss is designed using the support 1 235 Ib PLATING BASED ON GREEN LUMBER VALUES. support 7 235 Ib R:364 TC FORCE AxL BND CSI CBC -07 / ASCE7-05 Specification 20 psf bottom chord live load NOT required 1-2 -221 0.01 0.33 0.34 Bldg Enclosed = Yes, Importance Factor = 0.87 on this truss, per IBC/IRC requirements for 2-0-15 2-0 -160 0.00 0.33 0.33 Truss Location = Not End Zone attics with limited storage. 0-0 -116 0.00 0.16 0.16 Hurricane/Ocean Line = No, Exp Category = C B1 W:508 0-0 -102 0.01 0.19 0.19 Bldg Length - 80.40 it, Bldg Width = 40.20 ft cc `, m 4 0-0 -59 0.00 0.19 0.19 Mean roof height = 10.89 ft, mph = 90 0-0 -27 0.00 0.13 0.13 ASCE71 Low Hazard, Dead Load - 11.4 psf 0-0 -1 0.00 0.00 0.00 Designed as Main Wind Force Resisting System CIVIC - Low-rise and Components and Cladding BC FORCE ARL BRD Cat Tributary Area = 12 sgft 3-4 235 0.00 0.50 0.50 OVER 7 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = 1' 4-0 0 0.00 0.00 0.00 This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer MAX DEFLECTION (span) : ® and done In ....an. with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions L/732 MEM 3-0 (LIVE) LC 29 BUTTE COUNTY L= D= .0.05" T=-0.14" DESIGN VOUN 1 1 BUILDING DIVISION Joint -JointLo0.0-0s� 1 o -a0 3 0.0-0 20.00 psf DurFacs L=1.25 P=1.00 ASSISTANCE otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shell not be placed In any z 6-0-o a 6-0-0 11.00 psf Rep Mbr Bnd 1.15 ' 2. APPROVED BC Live 0.00 psf O.C.Spacing 2- 0- 0 3r 50 'ANSI/rP11'. WTCA V- Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'- BC Dead B6 W:108 3.5X4. WAN R:53 R:224 U:-15 W:106 U:-120 6-1-13 3 R:281 W:108 U:-151 6-5-0 2 W:106 R:254 U:.,D2 T SHIP R:364 - - 2.5X6 U:-158 2-0-15 - ? /OV B1 W:508 B7 W:108 cc `, m 4 R:390 6-0-12 U:-38 1 U: '13-10-9 /I (L 6-M CIVIC 3 a'QF CAUfaP�\� 8/16/2011 OVER 7 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: L/360 WO: jlfosteradd This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk' ® and done In ....an. with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions aro to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGN utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless TC L1ve 20.00 psf DurFacs L=1.25 P=1.00 ASSISTANCE otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shell not be placed In any TC Dead 11.00 psf Rep Mbr Bnd 1.15 ' environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brew this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' avallable as output from Truswal software, BC Live 0.00 psf O.C.Spacing 2- 0- 0 ' 7'93 Camellia Dc, Paradise CA 95969 'ANSI/rP11'. WTCA V- Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07 (SCSI 1.03) and 13CSI SUMMARY SHEETS' by WrCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofdo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 18th Street, NW, Ste 800, Washington, Dc 20039. TOTAL 41.00 psf Seqn T6.5.11 - 88541 lJob Name: Truss ID: M1A nrwn- BNG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 2-12 390 5.50" 1.50" BC 2x4 DFL #1 2 6- 0-12 361 1.50. 1.50.Refer to Joint QC Detail Sheet for 3 10- 0-12 253 1.5 0. .50" 1 . So" Maximum Rotational Tolerance used 4 14- 0-12 237 1.50" 1.50- IRCIIBC truss plate values are based on 5 IS- 5- 4 35 1.50" 1.50" testing and approval es required by IBC 1703 6 5-11- 4 236 1.501' 1.50" and ANSVTPI and are reported in available ERG REQUIREMENTS shown are based ONL1tlocuments as ER -1607 and ESR -1118. on the truss material at each bearingMark all Interior bearing locations. W:108 T PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL END CSI This truss is designed using the 1-2 -169 0.01 0.33 0.33 CBC -07 / ASCE7-05 Specification 2-0 -107 0.00 0.33 0.33 Bldg Enclosed - Yes, Importance Factor - 0.87 0-0 -54 0.00 0.16 0.16 Truss Location -.Not End Zone 0-0 -2e 0.00 0.15 0.15 Hurricane/Ocean Line = No, Exp Category - C O -o -1 0.00 0.00 0.00 Bldg Length = 80.40 it Bldg Width - 40.20 R LL Mean roof height = 10.89 $ mph - 90 SC FORCE AXL BND CSI ASCE7 I Low Hazard, Dead Load= 11.4 psf 3-4 186 0.00 0.50 0.50 Designed as Main Wind Force Resisting System 4-0 o 0.00 0.00 0.00 - Low-rise and Components and Cladding Tributary Area =12 sqft 3�_ Designed per ANSVTPI 14002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 Ib non -concurrent moving BCLL Install Interior support(s) before erection. 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. UPLIFT REACTION(S):, Support CBC Wind Non -Wind 1 -54 lb 2 ASS lb 3 -138 Ib 4 -123 Ib 5 -1 Ib 39 lb HORIZONTAL REACTION(S) : support 1 1851b support 6 185 lb BUTTE COUNT::! BUILDING DIVISION APPROVED MAX DEFLECTION (span) : Lf732 MEM 3-4 (LIVE) LC 29 L= -0.09" D= -0.05" T- -0.14" - Joint Locations 1 0- 0- 0 3 0- 0- 0 2 6-0-0 4 6-0.0 B5 W:108 WAD 11:35 11:23 U:-39 4-10-3 W:108 11:253 2 U:438 5-1-0 W:108 T SHIP 11:361 ~ _'( 2.5X6 U:455 2-0-15 xv.. t Ir -3-15 j tt B1 B6 q, W:508 6-0-12 W:108 11:390 R:2 -0-12 14-0-12 5-6-0 LL U:-54 U: -0-0 CML FIQA 3 q 8/16/2011 OVER 6 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: LJ360 WO: jlfosteradd This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy: Dimensions am to be "rifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the panlcular.appliration. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached, TC Live 20. 00 psf P DurFacs L=1.25 P=1.00 ASSISTANCE unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 pSf Rep Mbr Bnd 1.15 • environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, Install and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' available from BC Live .0 00 psf O.C.Spacing 2- 0- 0 193 Camellia Dr., Paradise CA 95969 as output Truswal software, 'ANSVTPI 1', W*rCA V -Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'. BC Dead 10.00 psf Design Spec CBC -07 ' (SCSI 1-03) and'SCSI SUMMARY SHEETS' by WTCAand TPI. The Truss Plate Institute (TPI) is located at $93 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, OC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88542 IJob Name: - _ Truss ID: M2 Qty: 1, Drwa: SRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0-11-12 773 23.50" 1.50" BC 2x4 DFL #1 2 3-10- 9 297 3.50" 1.50" DG SLIDER 2x4 DFL #1 3 5- a-11 200 3.50" 1.50" WEB 2x4 DFL STANDARD 4 7- a-12 676 3.50" 1.50" GBL BLK 2x4 DFL STANDARD 5 9- 7-13 226 3.50" 1.50" Lumber shear allowables are per NDS. 6 11- 6-15 228 3.50" 1.50" IRC/ISC truss plate values are based on 7 13- 6- 0 1023 3.50" 1.50" testing and approval as required by IBC 1703 8 15- 4- 4 123 3.50" 1.50" and ANSI/TPI and are reported in available BRG REQUIREMENTS shown are based ONLYSocuments as ER -1607 and ESR -1118. on the truss material at each bearingMark all interior bearing locations. Allowable Deflection: L/360 WO: jlfosteradd Permanent bracing is required (by others) to TC FORCE AXL END CSI prevent rotationitoppling. See BCSI 1-2 -639 0.00 0.88 0.89 and ANSUTPI I. 2-3 -131 0.00 0.88 0.89 PLATING BASED ON GREEN LUMBER VALUES. 3-4 -93 0.00 0.54 0.54 HORIZONTAL REACTION(S): ere to be ver8ied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads support 1 767 lb BC FORCE AXL BND CSI support 2 .238 lb 5-6 0 0.00 0.28 0.28 support 7 566 lb 6-7 0 0.00 0.10 0.10 This truss is designed using the 7-8 0 0.00 0.12 0.12 CBC -07 / ASCE7-05 Specification Rep Mbr Brid 1.00 Bldg Enclosed = Yes, Importance Factor - 0.87 REB FORCE CSI REB FORCE Cs1 Truss Location = Not End Zone 2-6 -629 0.08 3-7 -771 0.19 Hurricane/Ocean Line = No, Exp Category - C 2-7 -605 0.39 4-8 -26 0.01 Bldg Length = 80.40 it, Bldg Width - 40.20 ft 'ANSUTPI 1', WrCA V - Wood Troas Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI 1.03) and 13CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (Tell Is located at S83 D'Onofrio Drive, Madison, ' Mean roof height = 12.12 it mph - 90 Design Spec CBI: -07 ASCE71 Low Hazard, Dead Load = 11.4 psf Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Designed as Main Wind Force Resisting System Seqn T6.5.11 - 88543 - Low-rise and Components and Cladding Tributary Area = 66 sgft t. 4-10-3 0-0-5 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 Ib non -concurrent moving BCLL Install interior support(s) before erection. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 20 psf live load and 11 psf dead load. Additional design considerations may be required if sheathing is attached. [f] Indicates the requirement for lateral restraint (designed by others) perpendicular to the plane of the member at 56" Intervals. This restraint is a result of wind load applied to member.(Combination axial plus bending). Refer to SCSI for proper required lateral restraint This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. Attach secortpary top chord (if shown) with rotated tie plates in addition to the heel plating Sno n. The secondary top Chord notched for outlookers, 1.5" deep max. DO NOT NOTCH WITHIN THE PLATED HEEL AREA'OR IN ANY AREA MARKED BY (-)I PJ:CI End verticals are designed for axial loads only unless noted otherwise. ®Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). UPLIFT REACTION(S); Support C&C Wind Non -Wind 1 -119 Ib 2 42 lb 3 A Ib -14 Ib 4 .104 lb 5 -5 lb 6 S Ib' 7 .157 lb 8 .6 lb 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. -LOAD CASE #1 DESIGN LOADS Dir L.Pif L.Loc R.Plf R.Loc LL/TL TC Vert 82.00.1-0.0 82.00 0.0-0 0.49 TC Vert 127.00 0-0.0 182.00 15-6-0 0.56 BC Vert 20.00 0-0-0 20.00 15-6.0 0.00 4.10-3 5-1-0 SHIP MAX DEFLECTION (span) : LJ999 MEM 1.2 (LIVE) LC 1 L= -0.07" D-0.06" T-0.13" a Joint Locations Q 1 0-0-0 5 0-0.0 2 7-8-12 67.8-12 3 13-6-0 7 13-6.0 4 1S-6-0 8 15-6.0 a BUTTE COUNT`/ 2.5X4 2x4 22X4 BUILDING DIVISION 1s-6-0 APPROVED ' S .� �N, F�f CRUfaP� 6 7 g TYPICAL PLATE: 1X3 8/16/2011 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned Joint Detail Reports per available from Truswal software, unless noted. Scale: 9/32" = V WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. Allowable Deflection: L/360 WO: jlfosteradd ® This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk. end done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions ere to be ver8ied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGN ASSISTANCE utilized on this design most or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 20.00 psf DurFacs L=1.25 P=1.00 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 11.00 psf Rep Mbr Brid 1.00 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate conoslon. Fabricate, handle, Install and brace this truss In accordance with the following standards: *Joint and Cueing Detail Reports' available as output from Traswal software, BC LIVe 0.00 psf O.C.Spacing 2- 0- 0 793 Camellia Dr., Paradise CA 95969 'ANSUTPI 1', WrCA V - Wood Troas Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI 1.03) and 13CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (Tell Is located at S83 D'Onofrio Drive, Madison, BC Dead 10.00 PSI Design Spec CBI: -07 ' Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.11 - 88543 f Job Name: - Truss ID: MG QV: 1 Drw - - BRG x -LOC REACT SIZE REQ'D 1 0- 1-12 1520 BGR 1.62 ^ TC 2x6 DFL fit BC 2x4 DFL #1 Designed perANSUTPI I-2002 Required bearing widths and bearing areas 2 5- e- 2 1510 BGR 1.61^ WEB 2x4 DFL STANDARD This design does not account for long term apply when truss not supported in a hanger. ERG REQUIREMENTS shown aria based ONL1Lumber shear allowables are per NDS. time dependent loading (creep). Building Designer.must account for this. UPLIFT REACTIONS) on the truss material at each bearingTHIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for Support C&C Wind Non -Wind 1 -400 Ib ' BRG RANGER/CLIP NOTE MULTIPLE LOAD CASES. Maximum Rotational Tolerance used 2 --397 Ib I BUS26 Loaded for 10 PSF non -concurrent BCLL IRC/IBC truss plate values are based on This truss is designed using the 2 Banger THE- *RANGER(S) TO BE ENGINEERED Loaded for 200 lb non -concurrent moving BCLL - testing and approval as required by IBC 1703 CBC -07 / ASCE7-05 Specification Support connection (a) /Banger (e) are Drainage must be provided to avoid ponding. and ANSVTPI and are reported in available documents as ER -1607 ESR Bldg Enclosed - Yes, Importance Factor = 0.87 ' not designed for horizontal loads. SEE PLATING BASED ON GREEN LUMBER VALUES.. and -1118. Permanent bracing Is required (by others) to Truss Location - Not End Zone Hurricane/Ocean Line= No, Exp Category = C SIMPSON CATALOG FOR End verticals are designed for axial loads prevent rotationitoppling. See BCSI Bldg Length = 80.40 it, Bldg Width = 40.20 It ADDITIONAL INSTALLATION NOTES only unless noted otherwise. and ANSVTPI 1. Mean roof height= 11.50 ft, mph = 90 ' Extensions above or below the truss profile 20 psf bottom chord live load NOT required ASCE7 I Low Hazard, Dead Load= 11.4 psf TC FORCE AxL BND CSI (if any) have been designed for loads on this truss, per IBC/IRC requirements for Designed as Main Wind Force Resisting System - 1-2., -862 0.00 0.37 0.38 indicated only. Horizontal loads applied at attics with limited storage. - Low-rise and Components and Cladding 2-3- -862 0.00 0.37 0.38 the end of the extensions have not been Tributary Area = 74 sgft considered unless shown. A dropaeg to an --LOAD CASE #1 DESIGN LOADS BC FORCE AxL END cal otherwise unsupported wall may create a Dir L.Plf L.Loc R.Plf - R.Loc LL/TL ' 4-5 0 0.00 0.23 0.23 hinge effect that requires additional design TC Vert 502.00 0- 0- 0 502.00 5.9-10 0.51 5-6 0 0.00 0.23 0.23 wnsideretion(by others). TC Vert 62.00 5.9-10 62.00 5-9-14 0.65 WEB FORCE CSI NEB FORCE CSI ' BC Vert 20.00 0- 0- 0 20.00 .5- 9714 0.00 1-4 -1482 0.22 3-5 1188 0.48 1-5 1188 0.48 3-6 -1473 0.22. 2-5 -1595 0.23 MAX DEFLECTION (span)': L1999 MEM 24 -(LIVE) LC 1 L=-0.01" D=-0.01" T=,0.03"' Joint Locations 1 2 3 1 0- 0.0 4 0-0- U' 2 2-10-15 5 2-10-15 ' 3 5- 9-14 6 5.9-14 BUTTE C®UN d BUILDING 3-" APPROVE.....; 3.5X6 2X4 2.5X4 3.5X6 2X4 3-0-0 B1 B2 HUS26 W:308 W:308 R:1510 R:1520 5-8-14 U:-397 U:-000 4 5 6 8/16/2011 All plates are 20 gauge Truswal Connectors unless. preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswai software; unless noted. Scale:17/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: U360 WO: jlfosteradd: This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chit: and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions . are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGNutilized ASSISTANCE on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord M laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 20.00-psf DurFacs L=1.25 P=1.00' noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 11.00 psf Rep Mbr Bnd 1.00 . �Ya environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss In accordance with the following standards:'Jolnt and Cutting Detail Reports' available as output from Truswai BC LiV@ 0.00 psf O.C.Spacing 2- D- D ' 793 Camellia Dr., Paradise CA 95969 software, 'ANSVTPI 1', 1NTCA V- Wood Truss Council of America Standard Design Responslbllities,'BUILDING COMPONENT SAFETY INFORMATION'. BC Dead 10.00 psf Design Spec CBC -07 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Orichio Drive, Madison, ' Wisconsin 83719. The American Forest and Paper Association (AFPA) Is located at 1111 18th Street. NW, Ste 800, Washington, Dc 20036. TOTAL 41.00 psf Seqn T6.5.11 - .88544 Job, Name: Truss ID: J616 Qty: 1 Drw : BRG 1 x -LOC 0- 2-12 REACT SIZE 390 5.50^ REWD TC 2x4 DFL #1 1.50" BC 2x4 DFL #1 Designed per ANSVTPl1-2002 UPLIFTREACTION(S): 2 6- 0-12 361 1.50^ 1.50" Refer to Joint OC Detail Sheet for This design does not account for long term time dependent loading (creep). Building Support CB.0 Wind Non -Wind 3 10- 0-12 254 1.50^ 1.50" Maximum Rotational Tolerance used Designer must account for this. 1 -52 Ib 2 -155 Ib - 4 14- 0-12 237 1.50" 1.50" IRC/IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF 3 -136 Ib' 5 15-10-15 51 1.50" 1.50" testing and approval as required by IBC 1703 MULTIPLE LOAD CASES. 4 -125 Ib 6 5-11- 4 236 1.50^ 1.50" and ANSVTPI and are reported in available Loaded for 10 PSF non -concurrent BCLL. 5 -14 lb -18 Ib RRG REQUIREMENTS sh=un are based ONLYJocuments as ER -1607 and ESR -1116. the material Loaded for 200 Ib non -concurrent moving HORIZONTAL REACTION(S) : on truas at each bearingMark all interior bearing locations. BCLL. ' PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. support 1 190 Ib support 6 190 Ib TC FORCE AXL Biro Cal This truss is designed using the 20 psf bottom chord live load NOT required R:254 5-3-1 1-2 -175 0.01 0.33 0.33 CBC -07 / ASCE7-05 Specification on this truss, per IBC/IRC requirements for 2.5X6U:-155 2-0 -113 0.00 0.33 0.33 Bldg Enclosed - Yes, Importance Factor = 0.67 attics With limited storage. 0-0 -60 0.00 0.16 0.16 Truss Location - Not End Zone 81 0-0 -28 0.00 0.14 0.14 Hurricane/Ocean Line - No, Exp Category = C 8 , 0-0 -1 0:00 0.00 0.00 Bldg Length - 80.40 ft, Bldg Width - 40.20 R U:-52 U: Mean roof height = 10.89 ft, mph = 90 BC FORCE AxL END CSI ASCE? I Low Hazard, Dead Load - 11.4 psf 9F 3 3-4 191 0.00 0.50 0.50 Designed as Main Wind Force Resisting System 4-0 0 0.00 0.00 0.00 - Low-rise and Components and Cladding Tributary Area - 12 sgft OVER 6 SUPPORTS 8/16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted: I Scale: 1/4" = V BUTTEC®UN!7ryMAX E WO: jlfosteradd This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer L1732MEM 3.40(LIVE LC 29 ® BUILDING L=.0.09" 0=-0.05' T-.0.14" DIVISIO'�j -JointLocations - DESIGN ASSISTANCE utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise 1 0- 0- 0 3 0- 0- 0 DurFacs L=1.25 P=1.00 APPR®� 2 6-0-0 4 6-0-0 Rep Mbr Bnd 1.15 2 environment that will cause the molstum content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and bmce this truss in accordance with the following standards: *Joint and Cutting Detail Reports' BC Live 0.00 psf 350 .793 Camellia Dr., Paradise CA 95969 avallable as output from Truswal saftwars, 'ANSI1TPI 1', YVTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf Design Spec CBC -07 B5 - W:108 TOTAL 41.00 psf Segn T6.5.11 , 88540 W:108 11:51 R:237 U:-18 U:-125 4-11-14 W:108 R:254 5-3-1 W:108 U:-136 SHIP Tv� 2.5X6U:-155 R:361 2-0-15 ......: T(1-3-15 81 B6 8 Ate. 11:390 6-0-12 11I:1 -12 14-0-12 15-11-11 U:-52 U: CNt 6_ 9F 3 41 CAL1f4Pa� OVER 6 SUPPORTS 8/16/2011 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted: I Scale: 1/4" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Allowable Deflection: 0360 WO: jlfosteradd This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk' ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions am to be verlfled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGN ASSISTANCE utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 20.00 psf DurFacs L=1.25 P=1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 11.00 psf f Rep Mbr Bnd 1.15 ® environment that will cause the molstum content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and bmce this truss in accordance with the following standards: *Joint and Cutting Detail Reports' BC Live 0.00 psf O.C.Spacing 2- 0- 0 .793 Camellia Dr., Paradise CA 95969 avallable as output from Truswal saftwars, 'ANSI1TPI 1', YVTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf Design Spec CBC -07 (SCSI 1.03) and'BCSI SUMMARY SHEETS' by INTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofdo Drive, Madison, - Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Segn T6.5.11 , 88540 Job Name: Truss ID: HRA- Qty: 1 Drwg: ERG X -IAC REACT SIZE REQ'D TC 2x4 DFL #1 .1 0- 3-14 428 7.75" 1.50"BC 2x4 DFL #1 2 8- 5-13 525 1.50"^ 1.50"FILL CHD 2x4 DFL STANDARD 3 12- 5-13 309 1.50 1.50 SLIDER 2x4 DFL #1 & BU. 4 16- 5-13 538 1.50" 1.50"Lumber shear allowables are per NDS. 5 20- 5-13 622 1.50" 1.50"IRCnBC truss plate values are based on 6 24- 5-13 827 1.50" 1.50"testing and approval as required by IBC 1703 7 28- 1- 7 317 1.50" 1.50"and ANSIfTPI and are reported In available 8 8- 4- 5 257 1.50" 1 . 50"documents as ER -1607 and ESR -1118. BRG REQDIRErfENTS shorn are based ONL$tall Interior support(s) before erection. on the truss material 'at each beariVOTING BASED ON GREEN LUMBER VALUES. 'ANSVTPI I', WTCA 1'. Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07 ' +aa♦+♦♦♦r♦++r+rt+♦a.r♦ TC FORCE AXL END CSI NOT ANALYZED FOR UNBALANCED LOAD CASES 1-2 -678 0.00 0.64 0.65 ++++ar*tr.r++rr+♦.♦+++ 1-2 -184 0.01 0.61 0.62 20 psf bottom chord live load NOT required 2-0 -147 0.00 0.61 0.61 on this taus, per IBC1iRC requirements for 0-0 -121 0.01 0.39 0.40 attics with limited storage. 0-0 -89 0.00 0.39 0.39 0-0 -86 0.01 0.42 0.43 0-0 77 0.01 0.60 0.61 0-0 -89 0.00 0.60 0.60 0-0 -3 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-4 218 0.00 0.92 0.92 4-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI SI.DRL 649 0.31 2 2.7 Designed per ANSI/TPI 1-2002 This design does not account for long tern time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL Loaded for 200 Ib non -concurrent moving BCLL Mark all Interior bearing locations. Permanent bracing is required (by others) to prevent rotationhoppling., See SCSI and ANSVTPI 1. This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 80.40 It, Bldg Width = 40.20 It Mean roof height = 10.88 it mph = .90 ASCE71 Low Hazard, Dead Load = 11.4 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area =15 sgft BUTTE Cis BUILDING W' 3.5X4 W:108 R:827 6.1-9 :108 R:622 U:-155 1 3x8 Typical W:108 :538 u:-117 W:108 R:309 :-106 = R:525 U:-76 03-15 U: 180 81 El W:712 W 108 R:428 SS -13 123-13 R: P57 16-5M7-1 I 08 1*L2-1 8-5-1 3 4 UPLIFT REACTION(S): Support C&C Wind Non -Wind 1 -1301b 2 -180 Ib 3 -76 Ib .4 -106 lb 5 -117 lb 6 -155 lb 7 59Ib 8 -18 lb HORIZONTAL REACTION(S): support 1. 218 lb . support 8 218 IU -LOAD CASE #1 DESIGN LOADS Dir LP.If L.Loc R.Pif : R.Loc LL/TI- TC Vert 82.00-1-5-12 82.00 0'0' 0 0.49 TC Vert 0.00 0-0.0 109.52 7-0-1 0.65 TC Vert 54.72 7-D.1 220.06 28.2.3 .0.65 BC Vert*.0.00 0.0.0 35.33 7-0-1 0.00 BC Varf. 17.65 7-0.1 2121 B-5-1 0.00 B7 W:108 R:317 U:-59 6-4-14 SHIP I2-0.,2 MAX DEFLECTION (span) : L1344 MEM 34 (LIVE) LC 30 L=.0.28" D=.0.16" T=-0.44" Joint Locations 1 0.0-0 3 0.0-0 2 B-5-1 4 8- 5.1 OVER 8.SUPPORTS. All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale- 5132" =1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.' Allowable Deflection: U360 WO: jlfosteradd This design is for an Individual building component not truss system. It has been based an specifications provided by the component manufacturer Chk' .. ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGNutilized an this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by TC Live 20.00 psf DurFacs L=1.25 P=1.00 ' ASSISTANCE the roof or Floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. crating shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any i TC Dead 11.00 psf Rep Mbr Bind 1.00 - ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install brace this truss in 'Joint BC Live' 0.00 pSf. D.C.$paCin j 2- 0- 0 and accordance with the following standards: and Cutting Detail Reports' available as output from Tmswal software, 'ANSVTPI I', WTCA 1'. Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec CBC -07 ' 793'Camellia Dr., Paradise CA 95969 (SCSI 1-03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive, Madison, Wisrnczn 5374.".: Tin America:r r:,naL„tl Paper Association (AFPA) is located at 1111 19th S!n: t, N:Y;.SIe P90, Washlrvi,3o, 3C! posg, TOTAL A1.00 psf Svq:i T6.5. , , - 88545 STANDARD O ABLE END DETAIL VARIES MATCH COM. 12 TRUSS LEDGER MINIMUM GRADE CORDS. AND STUDS u PER TRU55 DESIGN. ww X Q GONTINOUS BEARING AS REQUIRED SPAN TO MATCH COMMON TRUSS '5d @ (0" O.G. 2' MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKER5 a 32" O.G., DO NOT OVER GUT TOP CORD 0 OUTLOOKER NOTCHES. SIMPSON A54 OR EQUIVALENT 5TRONGBACK LEDGER GABLE END SIMPSON A54 OR EQUIVALENT 2x GONTINOU5 BACKING W/ 1(od'S @ 24" O.G. MIN. GABLE TRU55 TO BACKING # BACKING TO TOP PLATE. NOTES: 4-I0d NAILS MIN. PLYWOOD SHEATHING TO 2X4 5TD. DF -L BLOCK 2X4 BLOCK 2X4 STUD OR BTR SPACED a 5'-0" O.G. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-I0d NAILS. MAX LENGTH STANDARD TRUSSES SPACED m 24" O.G. IL DETAIL A Z*YjtXX civic `�F CA1-�` 1). 2X4 NO.2 OR BTR FOR LEDGER AND 5TRONGBAGK NAILED TOGETHER W/ IOd NAILS @ 6" O.G. 2). 2X4 LEDGER NAILED TO EACH 5TUD WITH 3-I0d NAILS. 3). 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD W/ 2-I0d TOE NAILS. 4). THE IOd NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE IOd BOX NAILS (0.131 "D I AX3.0"LG) THI5 DETAIL 15 APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED ® 4'-0" MAX FOR 55 MPH EXP. G WIND LOADING. 2). MAX MEAN ROOF HEIGHT IS 45'. 3). MAX ROOF LIVE LOAD TO BE 40 POUNDS PER.50UARE FOOT. 4). PLEASE CONTACT TRU55 ENGINEER IF THERE ARE ANY QUESTIONS. 5). DESIGN NOT VALID IF LOCATED ON AN ISOLATED HILL, RIDGE OR -ESCARPMENT. T I fOlAIA I OVOTOO-C 4446 NORTHPAR'K l RIVE, SUITE 200 OLORADO SPftINOS, CO 80907 .0 . 00) 322.4048- FADC:(719) 890.8463 - I 0.0.01000180 114101 Users of Truswal enginesring: The TrusPlusru englneering software will correctly .design the location requirements for- permanent continuous !lateral bracing' (CLB) ' qM mernbers for which It is required to reduce buckling • length. Sealed an drawings from Truswal will show the'requlred number and approximate lodetlons of- braces for each member needing bracing, • ' In' general, this -bracing Is .done by using, Truswal Systems Brace-ItIm or. a 2x member (attached to She top or. bottom edge of the Member) running perpandicular WIN. trusses�aiid adequately designed, .connected- 6nd..braced to'the•building per.the bullding.designer (See ANSI/ PI current version, The followlthg 'are • oilier' opllons (when CLB bracing " Is not possible or desirable)-thaf will also satisfy bracing needs for Individual members (g building system bracing); 1. A 1x or 2x structurally graded '.'T" brgce may'be•nailed flat to the edge of the member With IOd comrpdn' or box nalls at* 8" •o,c, If only ,one - brece Is re.quUed, or maybe milled to. both 'edges of the member if lwo braces' are required, The "T" brace must extend a minimum of 90% of the mere des length. 2. A scab (add-on) of the some slid and structural grade as the member may be nailed to one face.of'lhe member with -10d common or box nalis.at 8" o,c, If only one brace Is required,. or may be nailed;to both faces of. the member If -two braces are required.. 'A minimum of 2x6 scabs are , required for any I member exceeding 14'-0" In length, 'Scab(s) must extend a -minimus. of 20°% -of the members length. 3. Any member requiring mbre.t6en two braces must use ' perpendicular bracing ora combiriatidn, of; scabs and. "T" braces, or any other, approved method, as speckled; and approved -by -the bullding designer. gXAMPLE8 2 � ; L ' Please contact a Truswal enginear If there are any questions, - e;4nwma1vrinward�bi�o�•nrrrJ�l f NOTES RESIDENTIAL PERMIT NOi-011-680'033 04-0780 1 E FOSTER, STEVE ! 30 OSPREY CIR, CHICO CONT: HILL & ASSOC i NEW POOL t a F. i 1 - ,t 9s V; 6 -- SPECIAL CONDITIONS CHECKED - BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ` Aag JOB FINALED (Da kSignature" v 0 0 = Not OK Not . Not Readyab!e + 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. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 i 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 Date Date -t 9. Tie Downs -Type -Installation Cert. I 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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- Beams- 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 POO (Plans) OK except #'s S ac s -Easements S ' ; Compaction -Structure Stability d, --'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 i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Healt epartment Approval 10 b.; Cir. Test -Water Supply Test Light Niche nclosure; Fe I Date Date -t Card B-1 Date Card B-1 Card B-1 Date Card B-1 I 5A� J=OK = Not Applicable RESIDENTIAL (Single & Duplex) . = Not Ready Date 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.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-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 FINAL (Plans) OK except #'s 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 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters O Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040780 LICENSED CONTRACTORS 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 Issued Date: 04/15/2004 APN• 011-680-033-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: '7� Site Address' 30 OSPREY CIR CHI � n,,, Date: (y dG- Contractor. �i 6''l !.�(�� (t Jim ; Map Index' • OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Description: POOL - MASTER 506-01 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: FOSTER STEVEN &HEATHER SILES to its issuance, also requires the applicant for such permit to file a ' signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 30 OSPREY CIR 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any , violation of Section 7031.5 by any applicant for a permit subjects the 95928-8897 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their I sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an 4 owner of property who builds or improves thereon, and who does Applicant: FOSTER STEVEN &HEATHER SILES pp such work himself or herself or through his or her own employees, ' provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the -project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 14, HILL & ASSOCIATES, ROBERT T. ❑ 1 am Exempt under Article 3 of the Business. and Professions Code 199 E. SHASTA AVE Date: Owner: CHICO, CA 95973 WORKERS' COMPENSATION DECLARATION 530-891-4280 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 'z RHill@Sunset.net workers' compensation, as provided for by Section 3700 of the. License #• 377409 - 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance : Engineer: carrier and policy number are: Carrier._ jAr . �F,_1 uq { Total Square Ft: 0 S. F. Policy #: `;_ �J—r)o 00 -3i; ❑ 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 ;, Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall 3 forthwith comply with those provisions. Date: -'�1 �t7 (j 4- .r Applicant:-.. _ 3- 'r° (/p�� �`7 WARNING: Failure to secure workers' compensation coverage is ' unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Butte Count Code and/or Resoluti o do work Indicated a ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) SQ 'Name: BY ate: LNO PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stat s relating to building construction. I acknowledge it is unlawful to alter the substance,99 ny official form or do ment of Butte County. I hereby for inspection authorize represb7dtati 65 of Butte Co y to enter upon the above mentioned property purpos6s. 11 Print Name: Signature: Z(,6 4- Date: -t--I- = ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:.(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP040780 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) Division 3 of Issued Date: 04/15/2004 APN: 011.680-033-000 fu the Business and Professions Code, and my license is in full force and effect. .3.7. 40 License Class :�_ License Number: Date: l�j dQ - Contractor: � ��� (� � �Jc� Site Address: 30 OSPREY CIR CHI - Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: POOL - MASTER 506-01 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner:STEVEN &HEATHER SILES to its issuance, also requires the applicant for such permit to file a .FOSTER signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 30 OSPREY CIR 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95928-8897 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: FOSTER STEVEN &HEATHER SILES pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: HILL 8r ASSOCIATES, ROBERT T. ❑ I am Exempt under Article 3 of the Business and Professions Code Date: ' Owner: 199 E. SHASTA AVE CHICO, CA 95973 WORKERS' COMPENSATION DECLARATION 530-891-4280 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for RHill@Sunset.net workers' compensation, as provided for by Section 3700 of the License #: 377409 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and polricy' are: Engineer: �nu�m/lber r-0 " Carrier:.,s Total Square Ft: 0 S. F. fA,"1L -,) Policy #: 3` 10—C OIJ I; ❑ 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 6 64- C(�. A14?-7 Applicant4CA?-471di WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Count Code and/or . _ I hereby affirm that there is a construction lending agency for the Resoluti o do work indicated a ove far which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) sO Name: BY ate: PERMIT EXPIRES ON: OS Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stalelaws relating to building construction. I acknowledge it is unlawful to alter the substance eqny official form or do c ment of Butte County. I hereby authorize repre, s ofButte Co y to enter upon the above mentioned property for inspection purpo.Print Mtati Name:�(� Signature: lb Date: 4E-1 ZZ ❑ Owner 13 Contractor 0 Agent for Owner ❑ Agent for Contractor 1� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP L wq�o I DATE: APN: ZONING: OWNER'S LAST NAME: WNER'S FIRST NAME: PHONE: 6� - STREET ADDRT� o S � C4 ^ k t �-"�i FAX: CITY, ZI�P`:� /� ��I'U�l /�1,p� (/4f, tJ , IS'T 2A E-MAIL: SITE ADDRESS: ),©sAe CITY. ZIP: �'S ��i � cic` 13l„li•�'S� 2. '�-I �i»off NEAREST CROSS STREET-.*iRA�TILOT Ik O g 5 7 APPLICANT NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: C4,YOM E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: ¢�• rr Yi ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) T=Lv23b IX 0530'C, STZ>� EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: Date: Receipt number: Amount Receive Master application 3-4-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ITO M ASSESSOR PARCEL NUMBER - Proposed Building Use: �� V Counter Technician: Date: 3- 4�� quired in order to apply for a permit. All boxes MUST be checked OR marked NA in rder to apply. ' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND,,2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner r 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in Pr6hico ❑ Oroville, as applicable. 1 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ .: 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 0,Z23. California Department of Forestry L-31plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: i(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ....:................ ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ r- ❑ 38. Other: ,�- ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: >' d d C,; [5&AAL,� r_1 Date: 3�l R/tl 1. Index permit application for the above items numbered: !r ( Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own rg was advised of the ve data bb phone, ❑ mail, ❑ counter b r Date: Plans reviewed by: � Date: i Plans app roved b : ` C Date': Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE Y F402 Plan Attached, Roo I Z A=4 t :An Ittactwil Saw ,.D. 3 1,7-0 -17-04 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rl-ly-f, Al" owner Locat�!jn AP# Plan Approved for: Sewajq=j�sai"-k— Water Supply: Public Privpte Well Clearance for _ dweflhg. Other Hold final for: Final clearance O.K. for - NOTE: je2� C C' I jn- �0 f - rj ra �a (=e <77" r�'r'.% /%.p U - Enviroten 8/96 Health Spe Date NOTES RESIDENTIAL 611-680-033 01-1736 01-1736 FOSTER, STEVE & HEATHER 36 OSPREY CT. CHICO CONT: MARK 8WHWER- OWfle) NEW 4 BR/3 BATH SF -7 SPECIAL CONDITIONS CHECKED BY rsi J ZIRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT -CONDITIONS SUB -STANDARD HOUSING LETTER Tcr- Servic 1210 L 00,FINALED (Date) hA_� I Signature JL OK 0 = Not OK - = No4Applicable MOBILE HOMES = Not Ready 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. / P Nat. or / /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 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 Date Underfloor (Plans) OK except 1. oning-Setbacks-Easements lood-Slope Ftg., Main; Soils-Elec. .-/161- Ftg. Depth !q., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth temwallsI Main; Steel-Blockouts-Wrapped �4temwalls, Garage; Steel-Blockouts-Wrapped 6e 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 RESIDENTIAL (Single & Dupl #'s I Date 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 C 4i'Zrd B-1 Date Card B-1 Date Card B-1 Date lard B-1 Date LUMBING (Permit) OK except #'s 1 X.ter Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D. , Test Fittings & Anchor -Nail Protection –� er Pan; Test, First Floor -Tub Access st Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date4, , Card B-1 c , Date Card B-1 Date Card B-1 Date Card B-1 Date TRICAL (Permit) OK except #'s xt re & Transformer Clearance -Ins. Protection e . Receptacles Spacing -Lights & Switches at Doors iz Boxes & No. of Conductors Stapled o ex Installed Close to Edge of Studs & C.J. 2 qu'p. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI 29. ubfeed Wire Siz g . Cu or AI-A.C. Wire Si / g Cu I / Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes U No rvice-Riser Conductors & Ground Main Disconnect Equ p. Clearances Panels-Motors-Mech. Equip. 40-- thes Closet Light -Shower Light -Spa Light 3 Smoke Detector Dat Card B-1 Date Card B-1 Dat' Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36. V t "n, Exhaust above insulation n ensate Drain & Overflow, Size & Grade 3 F rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 . Attic Access & Platform if Furnace in Attic Date Card B-1 , Date Card B-1 Date Car -1 Date Card B-1 Date FRAMING (Permit) OK except #'s Proper Materials & Anchors a s Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4a Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) irs-Post Caps -Anchors -Connectors 4. Joist-Rftr. Ties- Purlin-RoN Brac.-Truss-Shting.-Rfnl lace Ties or Type A Flue -Fireplace Throat Clearance Access; Size & Romex Protection -Draft /inflows or Exiting Doors -Sill Ht. & Dimensions Fire Protection Framing Baffles 52. r erty Line Firewall & Openings 53. x . Doors -One 3' -Check Garage 3rd Story, 2 Exits tairs; Width -Headroom -Rise -Run -Landing -Fire Protection V Ply ood on Roof Overhang -Attic Vents -Rafter Outriggers .&&- . ' g -Nailing Veneer tuc Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area. Glass Protection -Skylights -Plastic 7/ Shear Walls; Nailing -Bolts =—rQ 0,�e Interior/Exterior Wall Panels Insulation-Walls-Ceili Comments at Final: 62. Infiltration -Walls -Windows Date Date _ , Card B-1 • Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E . Steps -Door & Sidelight Protection -Landings S ke Detector WO'Furnace Vents -clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection edroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 6 le Trim & Subpanel, Breaker Sizes & Labels 69 tairs & Rails 70 ireplace or Stove, Clearance -Hearth 71 lec. Outlets at Wood Panel, Int. & Ext. 7 . t ixt. & Appliance; Ground -Air Gap -Cooking Clearance 73 lec. Outlets & Receptacles at Kit. Counter 74. ar a Fire Door; Swing -Landing -Closure 7 A. . Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection 7f. P b., Elec. & Mech. Equip. Listed for Location 7 c. Receptacles in Garage (F.F.I.)-Romex Protection 7 sulation-Foam-Looked in Attic 06. Guard Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor ❑ Yes Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83 tucco Brown -Finish 84. C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 r Well, Disconnect, Electrical, Plumbing 87. rior Elec. Trim, G.F.I. Receptacle -Underground 8&1r� ntilation Throughout House 89. lass Protection 9 orrections from Previous Inspections 91. as Test -Meters Tagged, Gas -Electric 92 Water & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date i Card B-1 ate Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ..411 Main Street e Chico, CA - (530) 891-2751 ...7 -County Center Drive* Oroville, CA - (530) 538 -75W --------- CORRECTION NOTICE 0 4? OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at ihe �,above address and should be corrected. Please notice this office when correction of work is *bmpleted. It you have any questions pertaining to this matter, or need additional explanation, Please c ntact is office immediately. )0�:krf I le FA- w6drzM10%�A10 Datel�4 r-7, o 2--- Inspector— REV 10/92 . ........ ... COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive * Croville, CA * (530) 538-7541 CORRECTION NOTICE 01 - OWNER PERMIT NO. A routine inspe6tion indicates that the following violations of butte county Ordinances exist at the abo��address and should be corrected. Please notice this office when correction of work is e4-coVipleted. If you have any questions pertaining to this matter, or need additional explanation, ,',��ase contact this office immediately. FA- w6drzM10%�A10 Datel�4 r-7, o 2--- Inspector— REV 10/92 . . . . . . . . . . . . . . . ........... ........ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive 9 Oroville, CA - (530) 538-7541 CORRECTION NOTICE ,I- A routine inspection indicates that the following violations of butte county Ordinances exist at the above ad&ess; and should be corrected. Please notice this office when correction of work is .completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. H Vd 0, E w 0 A OWE_ Vt t'k NPI -1 412 ;9". drej� V DWA Inspector REV 10/92 A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7561 �P RMIT NO. (Rev:12/9M) t APPLICATION AND PERMIT O ASSESSOR PARCELNUMBER 011-680-033 ZONING R1 - BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 355PTC.RnT.TNE C14TCO, CA 95926 2721 R 146 934 00 CONTRACTORS NAME MARK DIM TELEPHONE 896-0915 - 215 coy 2,799-.00 20 OPEN 1 840.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1_900_00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 877.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 570.38 BUILD ADDRESS OSPREY CT. CHICO CA 95973 Ci Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT t�O8 LL SUBDIVISIONS NAME 150-7/8 PARCEL MAP PLUMBING PERMIT RIIng Feel 20.00 USEOFSTRUCTURE SF X7 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 15.0015 - 5.00ROCKY ROCKY BLUFFS NO. 2 TYPE OF WORK New fX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 4 BR / 3 BATH Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 GO Mobile Home S G W 920.00 ' PERMIT FEE SIQ 171 nn ELECTRICAL PERMIT Filing Fee 20.00 Main Service 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 *full force and effect. p License Class Lic. No. 705 ] i3 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 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' 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 forthwith comply ith those provisions. ^� �l XC6Data 7- S- V •1 _ Signature of Applicant - ❑ Owner W Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h Main Service TO 46.00so WEL200A SCC000A NEW CONST. OWEWNG OCCUP. SO OR ADDNS. ( 6 ACC. BLOS. 3.5¢FT: �µR61DT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OLIILEr CIR. Ex. Occup.OUTLET OR FIXTURES 20 @ I.0 BAL @ .50 UIS Ex. Occup.. ..FIXED APPR ,D° . 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S IC -7 AO MECHANICAL PERMITI ing ee 20.00 Heating 2 15-00 30.00 Cooling 2 15.00 30.00 Hood 6.50 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ -cc R3 U CONST. TYPE TOTAL FEE $1: Seg, 28 �HAZ. D. FEES IMP X FLOOD X CDF X PARCEL X PD X HD ISSUCompensation This permit is hereby issued under the applicable of the B unty Code and/or Resolutions indic, ed abov for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ReceiptNo. 5 9 �' WHITE-D.D.S.-B.D. CANA V-A SSOR PINK -IN ECTOR GOLDS ROD -APPLICANT FN a.vvn i T yr esu I T E - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orbville, California 95965 • Telephone (530) 538-7541 (Rev.? 2/96) APPLICATION AND PERMIT PER tIT N0. AaSESSOR PMCa ZMM L 67r ' 3� m""° BUILDING ' — PERMIT owNER S E Pa O BUIL ING V L owNEn AD T � R W7 No s coNSTmicTwN ue+DoR LENDER'S LWUNO ADORMS Fire Ince O ARCNITECTORENWNEEA Total Valuation 5 LICENSE NO. c Filin Fee Oiy3. � 20.00 AACWMCT OR MMEMI UNG ADOMS Permit Fee 8 (�y 7.56 S _� BUs . 6 S TD. Plan CheckingFee L Energy Plnn Checking Fee S -�'' O• s �nrNo. SUBM151ON1NAaR P SO_ % S PARCEL MAP PERMIT FEE t 10 PLUMBING PERMIT Filing Fee 20.00 `/QZ6�,1[y r3LUf 5 *'2— USEOFSTRUCTURE�3 Eech Tra 7.00 SF Duplex ❑ Mobllehome ❑ Other Solar or heat pump water heater 23.00 ePscsy Wateri in 15.00 — TYPE OF WORK Each gas water heater or vent 15.00 — New Addition ❑ Remodel 13 Utilities ❑ Installation ❑ er ❑ Gas piping stem 1 - 5 outlets Buildin sewer 15.00 ,— Describe Work: , Mobile Horns,ISI W Q20.00 *PERMIT FEE PAID SRA '- SHERIFF OTHER AMOVNT RECEIVED *RECEIPT NVMBER J Z1' % * TO k PVT INTO COMPUTER PERMIT FEE ELECTRICAL PERMIT Main Service '0"' LEss 200A OR LESS Main Service 200A TO 1000A NEW CONST. DWELLM OCCUP. OR ADDNS. a ACC. BIDS• NEW CONST NON•RESiO MULTI -OUTLET POWER APPARATUS a sNOLE ovTLET as Ex. Occup. ouTLET oR FLCTURES Ex. Occup. Fvct o APPLNB. oR OUTLETS ESID.EA I Temporary Service Mobile Home Facilities PERMIT FEE S MECHANICAL PERMIT Heating Cooling Hood Ventilation PERMIT FEi= S Mobile Home Installation Fee S Energy Inspection Fee S U. CIO NIS T 7' TCftAL FEE = Filing Fee 20.00 23.00 46.00 3.5¢Fc. @7.50 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 ql� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC NUMBER: Proposed Building Use: Building Inspector Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted.------------------------------------------------------------------------------------- \IAq , .'lot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- - 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ' * ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ �— 9. anufactured o ata ands' ation ins tions including Tie Down Specifications .------------------ -° 0. Feesl--t—'-----------------------------------------�� D6 1. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- r 12. California Department of Forestry plan approval/fees. pt-------------------------------------- - ----- 71.1 ❑ 3. Flood elevation certificate. -------- - ---/�--�-,-------------------------------------------------------------------- Sanitation and plot plan approval lam/ Health Department. ------------------------------------------- 15. City of Chico plumbing permit.--------------------------------------------------------Zp- 1118 ------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -----------`----- ------ - Planning approval for (A) Use: (? K (B) Parking: CIPJ-,- 5ontact Land Development about ❑ Improvements, ❑ Drainagal Parcel. ----------------------- ro c ent Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. e on for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑�24. Letter of signature authorization. ---------- 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------ -- --�3 -UI E126. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: )Zelepho en you is permit cefollows ElMail to owner,gy i oZor. neVU/ '6" and hold for pickup at l� ffi Applicant: A " Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: 111 Deliver with inspector. /F^-- Date: By: C3 'Plan Check List items required:92 Contracto designe44 9 r, owner, was advised of the abo a quir y one, o mall, ❑ Building Division counter, by ate: n actor, designer, owner, was advised of the above required data by ❑ phone\&Imail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ ph rc7e ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above ruired data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: Plans reviewed by: lrn (moi Date: Plans approved by: Date: '— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 7 !, Yellow Copy - Department of Development Services, Building Division. E—H. USE ONLY Plot Plan Attached Floor Plan Attac)md Sent to B.D. ),C-/ -'VP I a - - I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance � + F14 L -o -i L8 C&1�6 eAt C1 Q/ 680- 033 Owner Ld catio'n AP# PI,an Approved for: Sewage Disposal Water Supply: Public -)r Private Well C Clearance for4L dwelling. Other wd' ino yeA ,J o final Final clea NOTE: fo r: ance O.K. for: - , �--- � -� �Y-ec z � j B - 10 -(-,) I Environmental Health Specialist Pate 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER [—CS. SCHEDULE OF FEES DUE PROPOSED BUILDING USE "? BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................ $ 2. SCHOOL DISTRICT FEES / (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ 1.. Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. V 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES I-PA $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. 3,6 / At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) . J BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) District �/"�.� lJ Y-1 (t C r chool Building Department No. A.P. Number &3 Jurisdiction: City ®County Property Owner ✓ "11CjV e . 4 Hj,.j C4 1— Property Location/Address ��C'a r✓ C� L ( y Subdivision (A U t f C. 11) Lot No. 1 I Residential Development .................................................................................................................... Sq. Footage ;27Z 1 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): .....................................................................................1.......... ....�.�.: ' _ � ` Commerclal/Industrial , � , ) � ti a t ( Footage �f 1 New Addition ` (Including Exterior (� Roofed Areas) Building Department Representative C I Date (moor clans reviewed by School Uistnct Personnel) District Identification No. 6 a O a(1 W School District certifies that (Applicant) (Street Address) � (Phone Number) �G1/ °15 (City) 1 has complied with the requirements of Resolution No. representing / square feet. a School District Representative 4 Paid by Check #N)p,/)* Remarks: (State) IZip Code) by payment of $ AB 2926 $ FULL MITIGATION $ F f r/3/o/ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), jift project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ,RWite (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm c BUTTE".COUNTY. PARRS DEVELOPMSNT.FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel ..Number (s) 1 ' Cr/ 0 d �. Property.OwnerCt- � � fie• .�� '�.?�' 1� S i� Project Loe Ai -i6 /Address :�Sre N Suiidvision` ,(, Lot.-Number(s) Residential Development: (check one) New bevelopment _Alteration%Addition. _Mobilehome(s)- _ _Non -Residential to Residential Total b4E'Ly,fk DJeTi�ICJh;tints Comment: ; AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2100 1 —101057 1 52 Recorded OfficialRecords Count BOfUT CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:01PM 03 -Dec -2001 REC FEE 7.00 CONFORM .00 Alyce Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of -this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Plowing, spraying, Arming, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE 21-, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 14, 2000, IN BOOK 150 OF MAPS, AT PAGE(S) 7, .8, AND 9. Date 11 'a-57 J 1 State of California County of BUTTE Steve- Tos+e2 HPAthe2 %/z On 11-19-01 before me, TERI MEFFORD, NOTARY PUBLIC personally appeared STEVEN FOSTER -and HEATHER SILES personally (mown to me (Qr4zrwvedA@rmemmthub.x aabolrycu dduav4to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hedshe/they executed the same in hlslIm/their authorized capacity(ies), and that by hisiber/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal ''ii store4 - T82UYIE�ORU + gn Comm�ssiolim�]79B3 Z on ;�7of]=b�aG�alifoML c� utie'CouCty. A.P. #_QI 1 —(,g0 ' 03 ^CXX) i4iyGomm:l Tres 0 • SITE PLAN REVIEW APPLICATION Date: %-1 — ©1 AP# D 7� Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name:. fmSTGIfZ-y� i 1 �� Owners Address: S9 2 Telephone No.: 8'"3 — 5e) 08 Situs Address: G1 Proposed Use: Residential IS New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial • ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): I. ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel .. : ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) I& Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval (� Site Plan Stamped Approved By Date Page l of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY I Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See alta Ted) ; • Flood Zone: • Flood Panel No.: D 5!S0 C_ Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -----------------------------------------------------------------------7------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R — 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 j-�, Zoning Code Streets & Hi ways Fire Prevention Subdivision Map Front SO � L .Zp P >✓ Side Side Street Rear '3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 j-�, Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement . ❑ North Oroville Area ❑ Other (per map) " Check with school district to verify actual fee if pre -application review. A final,determination will be made at the time of the building permit. Parcel Created By FI Deeds: Date of Creation: Legal Access Provided: ❑ No ❑Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 iff Subdivision Map/Parcel Map: mo c K—/ ftsu -F-CS S v VS P A- --- Map Date of Recording '? -) Li - eta Lot: 2 B ❑ Use Permit/Minor Use Permit Permit Number: Book: ) 5 0 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: -7)9 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." I@ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5. ❑ El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best -available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a.quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements,.general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide, minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nui, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/�"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: F05'ex' Building Permit Number: Of — [ `J 5(.a Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A. C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. KThis parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of AGO 'from the side and 30 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the *eol&eght *ofwa shallb clearof structures andequipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. f Page 2 of 2 Owners Name: 7'V5'iP.r Building Permit Number: Q f —('1 3(a Plans Examiner: Martha Christy ENERGY INSTALLATION CERTIFICATE 7 Building Owner Building Permit # Building Location DESCRIPTION ROOF Material Thickness(inches) EXTERIOR WALL Material Thickness(inches) y CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width (inches) FOUNDATION WALL Material Thickness(inches) OF INSULATION Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R.Value) Brand Name d e_-, Thermal Resistance(R Value)_ Brand Name . K_ Number of Bags Wt. per bag lb. Thermal Resistance(R Value) .:.Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name - Thermal Resistance(R ameThermal.Resistance(R Value) I hereby certify that the above insulation was installed in the above building, -is consistent with- approved building depart -men -t -plans --and attachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NALME/OWNER SIGNATURE OF INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, as shown on the approved Building Department plans and attachments -have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy Lequirements. BUILDING CONTRACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 �'APPLIED TESTING CONSULTANTS , MATERIALS ENGINEERING TESTING AND INSPECTION REPORT OF PROOF LOAD TESTING OF EPDXY-GROUTED ANCHORS DATE: 01/14-15/02 PROJECT: Foster Residence - AT. # 011-680-033 CLIENT: Mark Owen Construction 3783 Keefer Road Chico, CA 95973 Anchor Dia.: 5/8" & 7/$" Anchor type: Threaded Rod Placement: Epoxy Hold-downs Drilled into Lava Cap DESCRIPTION OF WORK: Arrived at the jobsite at 0930 hrs. to provide proof load testing of epoxy -grouted seismic anchors at the following locations: • Lava Cap Structural Hold-downs. A total of 10 anchors were tested: 2 at 6.8 kips x 1.5 (50% overload) = 10.2 kips; 2 at 8.3 kips x 1.5 (50% overload) = 12.45 kips; 2 at 4.0 kips x 1.5 (50% overload) = 6.0 kips; 2 at 3.0 kips x 1.5 (50% overload) = 4.5 kips; and 2 at 2.8 kips x 1.5 (50% over load = 4.2 kips. in tension per detail calculations by Engineer Charles Roberts. Test to rind using a hollow core hydraulic ram. A steel bridge was used to distribute the 41 }°y tom the potential failure zone. No failures were noted. �y ` B. Forsyt Char Inspector C-038692 Exp. 3/3i/05 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 NOTES .1. THIS ADDITIONAL INFORMATION SHEET SHOWS IONALI ION�TIOHE IS FOR INFORMATIONAL PURPOSES ONLYDESCRIBING TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL BE A 10 -FOOT RADIUS NO DEVELOPMENT ZONE AROUND ALL MENT SHALL MEAN NO SIDALICIA ROBUSTA PLANT. NO DEVELOP LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENT OF DECKS OR CONSTRUCTION OF ANY KIND. THE INTENT IS TO LEAVE THE LAND IN ITS NATURAL STATE. AS AN ALTERNATIVE THE PLANT POPULATION MAY BE RELOCATED -WITH APPROVAL FROM THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 3.' NATURAL VEGETATION WILL BE RETAIN THETHE PARCFL WHERE DEVELOPMENT FF.IISIBLE. IT SHALL BE RETAINED ELSEWHERE O ALL TREES OVER 6 INCHES IN DIAMETER, AS MEASURED 2 FEET ABOVE GRADE, SHALL BE RETAINED UNLESS THEY ARE DISEASED OR REMOVAL IS NEEDED FOR ROAD PURPOSES OR HOME CONSTRUCTION. '4. CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION S11Ai,L HE LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE OF OSPREY CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. i 6. ON LOTS #11 THROUGH #24, SOIL CUTS AND FILLS OUTSIDE OF THE BUILDING FOOTPRINT AREA SHALL BE LIMITED TO 3 FEET E11CFF . THE DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL TOPOGRAPHY OF EACH 'LOT TO MINIMIZE THE REQUIRED CUTS 'AND FILLS. 7.. IF A DEER. HERD IMPACT FEES) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 8. BUILDING FOUNDATIONS -FOOTINGS SHALL -'BE -DESIGNED B`�_A,REGISTEREDti CIVIL ENGINEER OR LICENSED ARCHITECT. ADDITIONAL INFORMATION. -SHEET KOCK.Y BlLUFFS SUBDIVISION PHASE 2 BEING A PORTION. OF SECTIONS 2 AND 39 r 21 N. R.2 E. M. D. M. 'CITY CALIFORNIA for ASSOCIATES jet■ titar =__: CIVIL FIJGIIJFf.RS •_f 1_AIJtJf:RS •-StIRVF1(JIM •- 20 IIF CLARAIION ORIVF • CHICO. CAI-IFQIIWA9`,973 1530) 893 ---moo Fax 1530) 893.2113 E r4GINEERING APRIL 1998 J08 NO. 6259 )°�-G� � -)y-&-o 1 r NOTES .1. THIS ADDITIONAL INFORMATION SHEET SHOWS IONALI ION�TIOHE IS FOR INFORMATIONAL PURPOSES ONLYDESCRIBING TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL BE A 10 -FOOT RADIUS NO DEVELOPMENT ZONE AROUND ALL MENT SHALL MEAN NO SIDALICIA ROBUSTA PLANT. NO DEVELOP LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENT OF DECKS OR CONSTRUCTION OF ANY KIND. THE INTENT IS TO LEAVE THE LAND IN ITS NATURAL STATE. AS AN ALTERNATIVE THE PLANT POPULATION MAY BE RELOCATED -WITH APPROVAL FROM THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 3.' NATURAL VEGETATION WILL BE RETAIN THETHE PARCFL WHERE DEVELOPMENT FF.IISIBLE. IT SHALL BE RETAINED ELSEWHERE O ALL TREES OVER 6 INCHES IN DIAMETER, AS MEASURED 2 FEET ABOVE GRADE, SHALL BE RETAINED UNLESS THEY ARE DISEASED OR REMOVAL IS NEEDED FOR ROAD PURPOSES OR HOME CONSTRUCTION. '4. CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION S11Ai,L HE LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE OF OSPREY CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. i 6. ON LOTS #11 THROUGH #24, SOIL CUTS AND FILLS OUTSIDE OF THE BUILDING FOOTPRINT AREA SHALL BE LIMITED TO 3 FEET E11CFF . THE DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL TOPOGRAPHY OF EACH 'LOT TO MINIMIZE THE REQUIRED CUTS 'AND FILLS. 7.. IF A DEER. HERD IMPACT FEES) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 8. BUILDING FOUNDATIONS -FOOTINGS SHALL -'BE -DESIGNED B`�_A,REGISTEREDti CIVIL ENGINEER OR LICENSED ARCHITECT. ADDITIONAL INFORMATION. -SHEET KOCK.Y BlLUFFS SUBDIVISION PHASE 2 BEING A PORTION. OF SECTIONS 2 AND 39 r 21 N. R.2 E. M. D. M. 'CITY CALIFORNIA for ASSOCIATES jet■ titar =__: CIVIL FIJGIIJFf.RS •_f 1_AIJtJf:RS •-StIRVF1(JIM •- 20 IIF CLARAIION ORIVF • CHICO. CAI-IFQIIWA9`,973 1530) 893 ---moo Fax 1530) 893.2113 E r4GINEERING APRIL 1998 J08 NO. 6259 )°�-G� � -)y-&-o 1 .t ri Building Permit Number: 0 q-01 8 O Owner Name: T7,-4,,, Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your'parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 0 -f Page 2of 2 Building Permit Number: 04' 0-1 gO Owner Name: od Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. 91 The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of J6 feet from the side and. I r-) feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. IkExpansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. N �JIII��-r� �t� � 1 •'�� �f� LAND OF NATURAL WEALTH AND BEAUTY RE rte= s`4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVEOROVILLE, CALIFORNIA 95965-339 TELEPHONE: (530) 53B-7541 October 6, 1999 FAX: (53D) 536-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1,1998 To Whom It May Concern, y In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: ). In our review of legislative- considerations, we discovered that when accommodation,was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the POOL installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3 All access gates through the enclosure shall open away from the swimming pool, 1, and be This lf- _ closing with aself-latching device placed no lower than 60 inches abovethe gr includes large gates for vehicle access. Shouldyou ou have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, C. �ieira, C.B.O. , Building Inspection CALIFOkNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SW1hf UNG POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool' includes in -ground and aboveground structures and includes, but is not limited to, ' hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building? . . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for tonstruction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. ' b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool d) All doorsproviding direct access from the home to the swimming pool shall be equipped with a self-closing, self- latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the budding official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Craps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locldng safety covers that comply with the American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89). pthat c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. M, 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to low' jursdictions, as provided for in subdivision (e) of Section 114922 and subdivision (e) of Section 115924. C)4- D-1 Z-0 t - Z l