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HomeMy WebLinkAbout041-410-053BALNNC E OF FEES SHEET DATE: `J PERMIT #: U ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ $ DRAINAGE BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban _ El Medio North Chico Specific — $ WATER TENDER FEES $ BATTALION # FEMA $ SMTP $ OTHER RECEIPT NUMBERS) Pad up �nk& PLAN REVISION/RETURN Owner's Name: BP#: Date: ' AP#: / Received By: Time Contact Person & Phone Number: n (-'\ PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item * Z-16❑ Engine �� *Plan Revision U y Building Inspector's Correctio otice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $54.99 Receipt #: Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2104 from the design desk of.... Russell, Gallaway Associates, Inc. 115 Meyers ,Street, Suite 110 . Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com August 3, 2006 Tom Gravison Gravison Construction 2800 Richter Ave, Suite A Qroville; CA 95966 Re: Bowen Residence Dear Tom: This letter describes acceptable changes to the plans for the Bowen Residence and is for your use. The first alteration is the load path from the roof sheathing to the log wall located at the flat patio cover. The load path shall consist of edge nailing from the roof sheathing to blocking placed between each truss. The truss blocking shall each have a Simpson A35 attached to them and the 2x6 flat T&G of the patio cover. Each flat 2x6 shall be nailed to the continuous top plate of the log wall which shall be nailed to the log wall with nailing to match the roof sheathing edge nailing. ; The second alteration is the mid -span blocking of the I joists. This shall be eliminated to allow for proper ventilation. In order to eliminate the blocking, the joists shall be toe -nailed to the perlihs. The Third alteration is the elimination of the A24 and lag screw which is shown at the rafter to perlin connection. These are redundant and not necessary. The fourth alteration is the truss to log connection in the garage. The log wall shall have a 2x nailer attached to the top of it with nailing to match the sheathing edge nailing. The Simpson A35 shall be nailed from the truss blocking to the added 2x nailer. The final alteration is the elimination of the plywood gusset at the ridge connecting the 2x rafters. This may be replaced by lapping the joists using 5 16d nails in each lap. If you have any further questions or comments, please feel free to contact us. Sincerely,,- Don Russell CFO _; Russell, Gallaway Associates, Inc. 'j eslg n Truss Take -off Design & Sales si stance Monte Call - 793 Camellia Dr (530) 811-4132 Of f ice Paradise, CA 95969 (530) 811-4132 FAX TRUSS ENGINEERING Bowen Residence Revised Engineering File Com (Rmsion) E` COUNTY BUILDING DIVIS10Iq o'f- 317z- Western 17Z Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 Cm m z O c m Job Nairne: BGWEN Truss ID: A6 Drwa: IR7- lc -LOC RRA SM= REO'D 1 e- 3.-32 2070 3_59' '2.21- 2 32-3'D- 4 1777 3-50" .1.90' 6tG RZG� Abram. z .Lased ONLY on t bm res aaateria3. ,am »each `bearing TC A-012ZS AIM 802D Q1 1-2 -2967 0.03 0-59 0_62 2-3 =2147 0.02 0...59 0.61 3-4 2325 0.02 0-36 0.38 4-5 -s7.895 0.02 0-37 0:19 5-6 -2166 0.02 0-68 0.70 6-7 =.3029 0.03 0-68 0.71 8C FORCH AAL '8010 fS1 8-9 2530 0.41 6_21 0.62 9-3D 2527 0.41 0.585 0.59 .0-11 .72527 0.41 0.16 0.56 1-3.2 3826 0-30 5-.36 0.46 -2-13 2526 0.430-19 0_62 3-14 2628 0.43 0-2-S 0-462 tWXB iman"M CSS ' ICM LMDRCB CSI 2-9 y7,6 0.31 5 .32 .654 0.29 2-11 -MM3-8 0.51 15-32 -1122 0.56 4-3.1 561 0.25 6-.33 276 0.11 5-11 =306 '0.33 TC 2x6 DFL #2 2x4 DFL #1 4.5 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607 UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Permanent bracing is required (by others) to prevent rotatlon1toppling. See BCSI 1-03 and ANSUTPI 1. bracing required at each location shown. ®Web See standard details (TX01087001-001 revs). Eng. Job: •EJ. Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF Chk• EC MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. Dsgne KJD CO�. urili ed on this design meet or erceed the loading bnposed by the local building rode and the pantalaruttt application. The design asses that the top chord "' laterally braced by the roof or/loorrheathing and the bottom chord is laterally braced by a rigid rhemh ng mater al direcdp arruched unless othen,ire TC Live 30.00 psf DurFaes L=1.15 P=1.15 ` nosed Bracing shown is for fateml support ofcomponenis nmtdmm only to mdum buckling length. This component shall nor be plated in any 00. Rep Mbr End 1.00 FASFt1MT012S This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 80.00 ft. Bldg Width = 32.67 ft Mean roof height = 1424 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf LOAD CASE #1 DESIGN LOADS --... Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 102.00-3.0-0 102.00 0-0-0 0.19 TC Vert 82.00 0.0.0 82.00 33- 0- 0 0.73 BC Vert 20.00 0.0.0 20.00 33- 0.0 0.00 Type... lbs X. Loc LLITL TC Vert 60.0 - 3- 0.0 1.00 TC Vert 115.0 26.11.0 0.59 q gym' A14 15-10-15 1 15-1.=15 1 2 3 4 5 6 7 F6.00 1I", Q B2 3-0-0 -1 33-0-0 8 9 10 11 12 13 14 MAX DEFLECTION (span) : L/999 IN MEM 12-13 (LIVE) L= -0.14" D= -0.10" T= -0.24" =Joint Locations 1 0.0.0 8 0-0.0 2 8-3-4 9 8-3-4 3 9-0-14 10 14-0.0 4 15.8.8 11 15-8.8 5 17- 3-8 12 17.3.8 6 24-8-12 13 24.8.12 7 33-0-0 14 33-0.0 IO.6A All ptaes are 20 gauge Tnrsatral 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: 5/32x' = 11 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: 51003 This design isforan individual building component not tws system. It has been bared on speriftevtiWa providedby the component otanufacturer Chk• EC and done in accordance with the curreni versions of TPI and AFPA design standards. No rrsponsibility is assumed for dimensional armmn•. Dimensions /� Truss I D: A6 are to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer inwt ascenain that the foods Dsgne KJD OD W ESTE RN WOV D urili ed on this design meet or erceed the loading bnposed by the local building rode and the pantalaruttt application. The design asses that the top chord "' laterally braced by the roof or/loorrheathing and the bottom chord is laterally braced by a rigid rhemh ng mater al direcdp arruched unless othen,ire TC Live 30.00 psf DurFaes L=1.15 P=1.15 nosed Bracing shown is for fateml support ofcomponenis nmtdmm only to mdum buckling length. This component shall nor be plated in any TC Dead 11.00 psf Rep Mbr End 1.00 FASFt1MT012S envirvntnent that %ill cause the nmisture content of the uoodlo arceed 199; and/or causeconnector plate corrosion. Fabricate. handle. instal! and brace this trot in accordance mlth rhe folla¢ing standanls: JOINT DF.TAIIS lm 71-,­/.'ANS11TPI I ; 'IYTCA P. Wood Truss Counril BC Live 0.00 psf O.C.Spacing 2- 0- 0 oJ'America Standard Design Responsibilities.'HANDLING INSTALLINGAND BRACING METAL PLATE C'ONNEC'TEDWOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 Rfflg:O.ROAD, ELVEWAt ,CA 95E3e . (HIB-91)and'HIB•91 SUMMARY SHEET by Tl'l. The Tmss Plate lnsritute (TPH it lorarad of D'OnoJrio Drive. M1fudisnn. IVisconsin 33719. the Ammnmn Forest and Paper Association (AFPA) lr lncaled at 1111 19th Street. NW Sm BBB. IVwhingron. UC 20036. _ TOTAL 51.00 psf Seqn T6.4.24 - 0 m, STANDARD -GABLE END DETAIL 12 VARIES HATCH CON. TRUSS LEDGER MINIMUM GRADE = A A CORDS AND STUDS c� PER TRUSS DESIGN. in w I= Q ' o CONIINOUS BEARING AS REQUIRED SPAN TO MATCH COMMON TRUSS . 4-10d NAILS MIN. 8d ®6" O.C._Nl2-1 Od TYP. PLYWOOD 2X4 STD DFE LTBLOCK HING 0 2' MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKERS @ 32" O.C., DO NOT 'OVER CUT TOP -aORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END T/ SIMPSON A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S' ® 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-0" O.C. SHALL BE ,PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED ..@ 24" O.C. "civi\ `P OF Cp\.\ � . pETAIL� NOTES: 1). 2X4 NO.2 OR BTR FOR LEDGER AND WITH 3GB AKN NAILED TOGETHER W/ 10d NAILS @ 6' O.C. 2). 2X4 LEDGER NAILED TO EACH ST _ 3). 2X4 STRONGSPECIFIED F RNLEDGERTO BE. CONECTEDTAND STRONGBACK AREO EACH VER.T. STUD 10d 1BOXTOE NAILS'(0.131"DIAX3.0"LG) 4). THE 10d NAILSLS S THIS DETAIL IS APPLICABLE TO- STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE. MET: 1). THE HORIZONTAL TIE MEMBER AT THE ERT OPENING PINGSHALLLOADING BRACED @ 4'-0" MAX' FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR E C BUTTE COUNTY 2). MAX MEAN ROOF HEIGHT IS 30. 3UILDING DIVISION 3). MAX ROOF LIVE LOAD TO NF THERE40 POUNDS RAREUARE ANY QUESTIONS. ,A,PP 4). PLEASE CONTACT TRUSS ENGINEER TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORAQO SPRINGS, CO 80907 (800) 322-4045 FAX(719) 598-8463 C001003160 1/4/01. Users of Truswal engineering: The TrusPlusTM engineering software will correctly design the location requirements for permanent continuous 'lateral will. (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. • • In 'general, this bracing is .done by using Truswal Systems Brace4tTm or a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to' the building per the building designer (See ANSI/TPI current version). The following 'are - oth:er options (when CLB bracing is not possible or desirable) -that will also satisfy bracing needs for individual members (not building system bracing): 1.. A Ix or 2x structurally graded "T" brace may be nailed flat to the edge of the member with .10d common or box nails at 8" o.c. if only one brace is required, or may -be to both edges of the member if two braces are required. The T"brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face - of: the member with 10d common or box nails 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 1 member exceeding 14'-0" in length. Scab(s) must extend a minimum of go% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination. of scabs and. "T'I braces, or any other. approved method, as specified: and approved by the building designer. 1. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questions. �31JTTE COUNTY 3E UILDING DIVISION APPROVED c wtoHlcaWnworftrace•new.leI esign Truss Take -off Design & Sales "7&si stance Monte Call - 793 Camellia Dr (530) 811-4132 Of f ice Paradise, CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING Bowen Residence FA Co vj Ce eu&yn BW— SHE C UNTY i"� � r BUILDNG DIVISION APPROVED Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 W SO m z O c m ca, rte! I� m NI INS I I . I mi mi milim --- ca, rte! I� m NI f Job Name: BOWEN Truss ID: Al Drw : EMIS a -roc REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This design based on chord bracing applied 1 O- 1-12 3589 3.SD• 1.91• BC 2x6 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 32-1@- 4 3297 3.50• 1.76• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to :SYG a71'S ebvrn are based ONLY UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 5.10.15 27.0- 0 an tae T=cea material at. each bearing Drainage must be provided to avoid ponding. ++♦++t++++++♦+++.a++++ This truss isdesigned using the Permanent bracing is required (by others) to Nall pattern shown is for PLF loads only. USC -97 Code. 3+C 74ORCH ASL I= CSZ prevent rotation/toppling. See SCSI 1-03 Concentrated loads MUST be distributed to Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -6265 0.05 0-13 0.18 and ANSIrrPI I. each ply equally. On multi -ply with hangers, Truss Location = End Zone 2-3 -9614 0.14 0_35 0.49 Continuous lateral bracing attached to flat use 3" nails min. Into the carrying member. Hurricane/Ocean Line = No, Exp Category = B 3-4 -31015 0.18 0.24 0.42 TC as Indicated. Lumber must be structural For more than 2 ply, use additional fasten. Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 4-5 -31"15 0.18 0-3.2 0.30 grade. Brace QO 24" o.c. unless noted. ers as Indicated from the back plys, or use Mean roof height = 11.74 ft, mph = 80 5-6 -11015 0.18 0.24 0.41 PLATING BASED ON GREEN LUMBER VALUES. any other approved detail (by others). UBC Standard Occupancy, Dead Load = 21.0 psf 6-7 -9735 0-3.5 0.38 0.53 2-PLYI Nall w/10d BOX, staggered (per NOS) +++++++++t++++++++++♦♦ -------LOAD CASE #1 DESIGN LOADS --------------- 7-8 -6423 0.05 0-:14 0.19 In: TC- 2 BC- 2 WEBS- 2 "PER FOOTI" Dir L.Pif L.Loc R.Pif R.Loc LL/rL _ TC Vert 102.00 •3.0- 0 102.00 0.0- 0 0.19 DC FX"zCE ANT, am CSi gg ,�,,�� 01­ fTC Vert 82.00 0.0-0 82.00 6.0-0 0.73 9-10 5502 0.39 0-10 0.48 �A P,� ahn�, TC Vert 164.00 6.0-0 164.00 27.0-0 0.73 '10-31 5529 0.39 0_12 0.51rr�l TC Vert 82.00 27.0.0 82.00 33-0.0 0.73 3.1-32 9851 0.69 0.15 0.85 BT Vert 40.00 0-0.0 40.00 33.0.0 0.00 :12-23 98'51 0.69 0.15 0.84 pa ype... lbs X.Loc LL/rL :13-25 565678 0.70 0-15 0.85 +L rl i]d-35 71 0.40 0_12 0.52 TC Vert 2402 6.0.0 1.00 p , -2.6 5644 0.40 0_.10 0.50 r .� ., TC Vert 88.1 6-0-0 0.00 TC Vert 115.0 26-11-0 0.59 W88 P43RCE CSZ WEB FORCE CSi 6•"� �_ TC Vert 240.2 27- 0- 0 1.00 2-19 2X2 0.06 6=13 1183 0.26 TC Vert 88.1 27.0.0 0.00 t 2-31 4433 0.98 6-14 -1540 0.09 :3-11 -1561 0.10 7-14 4389 0.97 am+9 3-13 3291 0.29 7-15 209 0.06 r4-13 -814 0.05 40 MAX DEFLECTION (span) .�� L/999 IN MEM 12.13 (LIVE) R) L= -0.33" D= -023" T= -0.56" 5-10-15 5-10-15 �_=Joint Locations =-=_ 2-PLYS 1 3 4 5 6 7 8 1 0- 0-0 9 0- 0- 0 2 5-6-8 10 5.4.12 REQUIRED 6 ,LBP 21-" - 3 10.11.6 11 10.11-6 328# 4 16-6-0 12 14-0-0 S=6-0 5 17-6-8 13 16.6-0 T 8-1 -4 2 3-4 8 6 22- 0-10 14 22.0.10 7 27-5-8 15 27.7-4 3-5-14 8 33-0-0 16 33-0.0 5.6 Id -6-6 5-6 4-11-10 2-4 4-10 S=6-6 3-7 4-8 2.4 TO -6-6 IS HIP B1 82 33-" 33-0-0 9 10 11 12 13 14 15 16 AU 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 Tha design is far an ittolM -1 building componenl not Inca system. 11 has been based on specifications provided bs' them Ponem manufac/urer Ch k• EC and (lone in accordance Ivith the current versions of TPI and AFPA design standards. No rcaponsibility is un wsteQlbr dimensional aceuruot Dimensions Truss I D : A l are to be verified by the component manufacturer and/or building designerprior to lubrication. The building designer must ascertain that the load, Dsgn r: KJD mihzcd on this design meet or e,ceed the loading inipased by the local building code and the particular application. The design assumes that the top rhord TC Live WESTERN WOOD is laterally braced by the roof orjtwr sheathing and the boaam chord is lateralh, braced by a rigid sheathing umterial directly attached. unless otherwise 30.00 psf DurFaes L=1.15 P=1.15 FABIRICATORS noted. Bracing shown isfor lateral support ofromponenls members only to reduce buckling length. This component shall not be placed in any environment that W/1 cause the moisture content afthe wood to e,ceed 19.6 and/w muse connector corrosion. Fabricaie. Kandla install TC Dead 11.00 psf Rep Mbr Bnd 1.00 plale B( Live 0.00 psf O.C.Spaeing 2- 0.0 _ and brace this truss in accordance n igh the follmdng standards: JOINT DETAILS' by Tnn'ual.:4NSl/TPl I', 'NTCA I' - Wood Tncss Council oJAnierica Standard Design Responsibilities. 'HANDLING INSTA LUNG ANO BRACING METAL PLA Tr: CONNECTED IVOOD TRUSSES BC Dead 10.00 psf Design Spec UBC -97 3700 611112GO ROAD, ELVERTJL CA'95626 .(1118.91) -,1 71111.91 SUMMARY SHEET by TPI. The Tntss Plate institute (TP1)is loaned ai D'Onojrio Drive. Madison, IVi (..min 33719. The American Forest and Paper Association (AFPA) is located at III 191h Street. A11V, Ste 800. IVashington, DC 20936. TOTAL 51.00 psf S@qn T6.4.24 - 0 Job Name: BOWEN Truss ID: A2 Drw : e3xe x-coC M&M= 3lzs REO' o TC 2x6 DFL #2 Plating spec: ANSI/TPI.1995 This design based on chord bracing applied 2 o- 1-12 2159 3.50• 2.30• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 32-10- 4 1a=. 3.3o• 1.94• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to ERG RBOUIRB[ffi:!5 -lb- se based ONLY PLT BLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. TC 24.00" 7.10.15 25-0-0 m the truss snaternai at each bearing UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Loaded for 10 PSF non -concurrent BCLL. This truss Is designed using the Permanent bracing is required (by others) to Drainage must be provided to avoid ponding. UBC -97 Code. Te FORCE BSS :IBM CSI prevent rotation/toppling. See BCSI 1-03 Continuous lateral bracing attached to flat Bldg Enclosed = Yes, Importance Factor =1.00 1-2 -2995 0.06 0.46 0.51 and ANSI/TPI 1. TC as indicated. Lumber must be structural Truss Location = End Zone 2-3 -3722 0.33 0.31 0.45 PLATING BASED ON GREEN LUMBER VALUES. grade. Brace @ 24" o.c. unless noted. Hurricane/Ocean Line = No, Exp Category = B 3-4 -3790 0..33 0.26 •0.39 Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 4--5 -3790 O.14 0.28 0.42 Mean roof height = 1224 ft, mph = 80 5-6 --3129 Q -06 '0-52 0.58 �:J UBC Standard Occupancy, Dead Load = 21.0 psf --•-LOAD CASE #1 DESIGN LOADS --------•--» SC 7-8 FORCE 2547 AXT- .SND CSI 0-35 9.32 0.68 Dir L.PIT L.Loc R.PIf R.Loc LLITL 8-9 2559 0.42 0.14 0.56 � �;, TC Vert 82.00 • 3- 0- 0 102.00 0.0.0 0.19 TC Vert 82.00 0.0.0 82.00 33- 0.0 0.73 9-10 3765 0.62 0...09 0.71 BC Vert 20.00 0.0.0 20.00 33. 0.0 0.00 3D-33 3765 0.62 0.12 0.74�`'•6 ..Type... lbs X.Loc LLrrL 11-22 2673 0.44 0.14 0.58 -. d-' f' 3 TC Vert 60.0-3-0-0 1.00 12-33 2661 0.37 0.31 0.69 +- � TC Vert 115.0 26-11.0 0.59 t WEB :FORCE CSS 1FEB FORCE CSI 2-B 2-9 215 0.09 1493 0.66 4-11 -510 0.12 5-11 1436 0.63 66 DE MAX DEFLECTION(span): ON 3-9 -605 0.14 'S-12 218 0.09 R LAX MEM 1 IV EM 10-i" (LIVE) 3-31 153 0.08 9 tf�*. L/999IN" " Joint Locations ==_ 1 0.0.0 8 7.4-12 2 7.6.8 9 13.5.9 7 R 3 13.5.9 10 14-0-0 7-10-15 7-10-15 4 19.6-7 11 19.6.7 1 I ' i 5 25-5 -8 12 25.7-4 3 4 5 6 6 33-0-0 13 33-0.0 F6.00 7 0. 0.0 -0 - 6.00 115# T 4-5.14 T MM -6 SS104-44ncOM HAZ �t 3�i 33-0-0 CI fit\'/ 7th'/ 7 8 910 11 12 13 C 1 0�- qTE OF 7/7/2006 All pUtes 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. Jos#: S1003 ® 77ds design is for an Individual building component not trust system. It has been based on sperffirations provided by the component manufaclurcr Chk' EC and done in accordance frith the current versions of TPI and AFPA design standards. No rcspowibiliry, is assumed for dimensional ace.urog. Dimensions Truss I D . A2 are to be verified by the component manufacturer and/or building designer prior ro fabrication. The building designer must ascertain that the loads Dsgn r: KJD utilised on this design meet or erceed the loading imposed by the local building code and the particular application. The design assumes that the top rho d TC Live 30.00 pet DurFacs L=1.15 P=1.15 WEST ER11i Job Name: BOWEN Truss ID: A3 Drw : sacz-.roc JOB#: S1003 ®le � REO' D TC 2x6 DFL #2 Plating spec : ANSUTPI • 1995 This design based on chord bracing applied a e- M-12 2149 3:50' 2.29• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 32-10- 4 ISMS 3-50' 1.93• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to ss& s shy ao�e based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 9.10.15 23- 0.0 am Uta tunes mat -I -A az each bearing Drainage must be provided to avoid ponding. UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 This truss Is designed using the and brace this truss in accordance with the following standards JOINT DET I S' by Trunml. 'ANSiIfPI V 'IVTCA P. Wood Truss Council 0.00 psf O.C.Spaeing 2-0.0 Continuous lateral bracing attached to flat Permanent bracing is required (by others) to USC -97 Code. TC FORC8 AES IMM CSI TC as indicated. Lumber must be structural prevent rotation/toppling. See BCSI 1-03 Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -3057 0 _4 0.39 0-05 t13 grade. Brace Q 24" o.c. unless noted. and ANSI/TPI 1. Truss Location = End Zone 2-3 -2739 0_04 0.:15 0.19 PLATING BASED ON GREEN LUMBER VALUES.Hurricane/Ocean Line = No, Exp Category = B 3-4 -3117 0.09c0:50'0.60 -„a Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 4-5 -3117 0.09 0 _30 0.60 �Mean roof height = 12.74 ft, mph = 80 5-6 -2835 0.04 0_20 0.24 2 UBC Standard Occupancy, Dead Load = 21.0 psi 6-7 -3212 0.03 0_36 0.41 r1 b ------LOAD CASE #1 DESIGN LOADS --•-- ..... Dir L.PIf L.Loc R.Plf R.Loc LL/TL BC 8-9 I+ ORCS 2618 Ba� ' 'CSI 0.43 G-29 0.72 0 �D 9 TC Vert 102.00-3-0-0 102.00 0.0.0 0.19 TC Vert 82.00 0.0-0 82.00 33.0- 0 0.73 9-20 2618 0.43 10_3.6 0.59&i .q a,� BC Vert 20.00 0.0.0 20.00 33-0.0 0.00 _ - 10-33 2395 0_39'0_16.0.56 �v v Type... lbs X.- LLrrL 11-22: 2395 0_.22 0_39 0.60 � 0- TC Vert 60.0-3-0-0 1.00 1.00 12-23 '2464 0.22 0._39 0.60 TC Vert 115.0 26.11.0 0.59 13-2A 14-8s 2755 2756 0_45 0_16 '0.62 0_45 0_31 0.76 � • 'k./ VIRB SECS C53 918B FORCE CSI •F� "' MAX DEFLECTION (span): 2-9 X66 9.03 '5-22 968 0.43" U999 IN MEM 10.11 (LIVE) L=-0.17" D=-0.1211 T= 2 -Me 3-3 :3-37.1 0.25 54 0-16 5-13 406 0.18 6-13 -458 0.19 -029" 3-E22 3;049 0.46 6-14 64 0.03 d - --Joint Locations === - 1 0.0. 0 9 5.3.4 4-12 =683 0.25 "'•e 2 5.3.4 10 9.6.8 9-10-15 0 3 9.6.8 11 14-0.0 9-10-15 4 16.6.0 12 16.6.0 1 2 3 4 5 6 3-5.8 7 5 23-5-8 13 23-5. 8 6 27-8-12 14 27-8-12 13-0-0i 15 33-0.0 8 0.0.0 7 I 5-5.14 1 MM -6 01 B2 3�-0� 33-0-0 8 9 10 11 12 13 14 15 r_ / jl� ./ AH pare 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: 5/32" _ 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design is for an individual building mutponent not auss.gsieat. It has been bared on .vMcilicoions provided by the couponent in-jitrturer Chk• EC and done in accortlance tvilh the current versions oJ'TPI and AFPA design standunis. No mspomibilip, i., rimmed for dimensional arruracp. Dimensions Truss I D : A3 '44t are to be verified by the component manufacturer and/or building designer prior m fabricmion The building designer mu,•t ascertain that the load, DSg nC KJ D WESTERN WOOD stili_edonlhudesignni�eroreaeedthelaadingint posedbythe local building code and the particular application. The design assures that the top chord is laterally bracer! by the roof orJloor sheathing and the bolloo chord is laterally braced by u rigid sheathing nuterlal directh• attached. unless alhenrise TC. Live 30.00 psf DurFaes L=1.15 P=1.15 noted. Bracing shorn isfor lateral support ofconipanenis members only to reduce buckling length. This romponent shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 FAMlCATORS envimnmentihanrillma lhentoistummnientofihemoodioerceedl94band/orc.as r.onnertorplalemo ion, Fahricme.Tmndle.insmll BC Live - and brace this truss in accordance with the following standards JOINT DET I S' by Trunml. 'ANSiIfPI V 'IVTCA P. Wood Truss Council 0.00 psf O.C.Spaeing 2-0.0 ofAinerica Standard Design Responsibilitim'HANDLING INSTALLINGAND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec USC -97 37W Ei1£50 ROAD. ELVES PA CA 95626 - (HIB -9U and 'NIB -9l SUMMARY SHEET M' TPI. The Tess Plate Institute (TPI) is located at D'Onofrfo Drive Madison. Wisconsin 33719. The American Forest and Paper Association (AFPA) is located at 1111 19lh Street. NW, Ste 800, Washington. DC 10036. TOTAL 51.00 psf Seqn T6.4.24 - 0 ,Job Name: BOWEN Truss ID: A4 Drw : WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. -rCC II82fC4 SIZE REO'D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This design based on chord bracing applied ibis design is fur un individua/building eomponem nal ttuv spRent. b has been based on specifications provided by the component manufamurer 2i3n 3.50• 2.2.7• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 32-30- a 1791 3.5:0• 1.91• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to HSG ae 10ITS aLmrn are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 11.10.15 21.0.0 'am Vb .tamss material at each bearing Drainage must be provided to avoid ponding. UBC SNOW: Pg = 33 psf, Ce = 0.9,1 = 1.0 This truss is designed using the Du rFaes L=1.15 P=1.15 Continuous lateral bracing attached to flat Permanent bracing Is required (by others) to UBC -97 Code. Rep Mbr end 1.00 L -Mas HTL » CSI TC as indicated. Lumber must be structural Brace 24" prevent rotation/toppling. See BCSI 1-03 -- Bldg Enclosed = Yes, Importance Factor = 1.00 3L-2 3037 0.05 0.35 0.39 grade. @ o.c. unless noted. and ANSI?PI 1. Truss Location = End Zone 2-3 -2543 .0.03 0-3-9 0.22 PLATING BASED ON GREEN LUMBER VALUE§,;t:.� ,(` Hurricane/Ocean Line = No, Exp Category = B 3-4 =2521 0.06 0.24 0.31 � Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 1415 2523 0.06 0-24 0.31 The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NIV. Ste 801)• IVashingion• DC?0036. Mean roof height= 13.24 It, mph = 80 5-6 -2586 0-03 0-19 0.23 ra *, UBC Standard Occupancy, Dead Load = 21.0 psf (6-7 -3183 0.65 0-37 '0.42 gz . :n".` -- ---LOAD CASE #1 DESIGN LOADS -----•------- y �,� ! �? • Dir L.Plf L.Loc R.Pif R.Loc LLITL 13C 7ORC13 BTT, MM CSI TC Vert 102.00.3-0-0 102.00 0. 0. 0 0.19 0)-9 2,606 0-43 0.26 0.69 TC Vert 82.00 0.0.0 82.00 33.0-0 0.73 9-3D 2604 0_43 0_71 0.59 BC Vert 20.00 0.0.0 20.00 33-0.0 0.00 310-3-M .2209 0.36 0-1.i 0.48 .>• ..Type... lbs X.Loc LL/TL 311-32 2209 0.36 0.08 0.44 *}; �, TC Vert 60.0 - 3.0.0 1.00 112-83 3252 0_37 0_11 0.48 TC Vert 115.0 26.11.0 0.59 11'3-2A 2733 0.45 0-,11 .0.56 m + 31.4-85 2735 0-45 :0.28 0.72 %-x� MAX DEFLECTION (span)' 9� .FRORCS CSX VIES FORCE CSI �'`� r�r" L/999 IN MEM 11.12 (LIVE) 3-9 349 0.06 5-32 602 0.27 =•+� • �e L=-0.13" D=-0.09-1 T=-0.23" 2-10 =598 0. 37 5-83 508 0.22 ... 3 -Me 448 0..20 6-13 -704 0.44 ='+9 -2) =__= Joint Locations 33 -Bra :663 0.29 6=14 148 0.06 r« 1 0- 0.0 9 6- 3.4 -Bra -488 :0.27 I-` 2 6.3.4 10 11-6.8 11-10-15 1 11-10-15 3 11.6.8 11 14-0.0 1 2 3 4 5 6 7 1 4 16- 6.0 12 16-6.0 5 21-5-813 21.5-8 6 26-8-129-0-0 -6.00 7 33-0-0 15 336 0.08-12 8 0.0.0 33-M 7-11-10 SHIP i-6 Tot 6 01 132 8 9 10 11 12 13 14 15 7/2006 AM are.20 gauge Tnsswal 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 ibis design is fur un individua/building eomponem nal ttuv spRent. b has been based on specifications provided by the component manufamurer Chit: EC /� and done in accordance with the current rsion of TP/ and AFPA design standurh. Vo responsibility is assumed for (iintensional amume),. Dimensions• Truss I D . A,4 arc to he verified hr the component manufacturer and/or building designer prior to johricmion The building elesigner nsust uscenain that the loads Dsgn r: KJ D WESTERN WOOD utilised on Ibis design meet or esreed the loading impaled by the local building m. le and the particular applicmion. The design assautes that the top chord u laterally braced 4v the roof orfloor sheathing and the boaout chord is laterally braced by rigid sheathing material direct/), attached• unless athendse TC Live 30.00 psf Du rFaes L=1.15 P=1.15 noted Bracing shovn isfor lateral support ofcomponents mmntbers only to reduce buckling length. This component shall not he placed in any TC Dead 11.00 psf Rep Mbr end 1.00 ABRlCATORS environuteni that %W/ cause the moisture content of the uoorl to exceed 1996 andior rause connector plate canasion. Fabrlcale. handle. install BC Live 0.00 psf O.C.Spacing 2- 0- 0 anti brace Ibis Inas in accordance with the fall -Ing standards: 70(NT DETAILS' by Tnrsual.:-ANS117PI I'• 'IVTCA P • Wood Truss Council of America Standar/ Design Responsibilities 'HANDLING INSTALLING AND BRACINGMETAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 37M RIESO ROAD, SVERT-A. CA 95626 . (1118.91) and 'HIB -91 SUMMARY SHEET by TPL The Truss Plate Institute (TPI) is located at D'OnojHo Drive. Madison. IVlscomin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NIV. Ste 801)• IVashingion• DC?0036. TOTAL 51.00 psf Seqn T6.4.24 - 0 IIJob Name: ,BOWEN Truss ID: A5 Drwq: I !Ga -TOC REM= SIZE REO -D a D3 0- 1-12 22 3.50 . 2.24• 2 32-10- 4 _.777 3.50• 1.90• 93 QT'S slmutn are based ONLY t ttze truss mate=Lal at each bearing WC FORCE 2i,RT •END CSI 1-2 -3002 0.05 0.37 0.43 2-3 -2365 0.02 '0.34 0.36 3-4 -2054 0.04 0.48 0.52 �4-5 -2384 0-02 0.40 0.43 '5-+6 -3136 0.06 0.43 0.48 :HC FORCE 2XL HND CSI 13-10-15 2567 0.42 0.23 0.65 8-9 2565 0.42 0.14 0.56 .9-110 2031 0.33 0..14 0.48 30-33 2033 '0:33 0:16 0.49 111-12 2678 0-44 -0.16 0.60 512-33 2680 0.44 .0.22 0.66 '1/J69 FORCE C53 WEB FORCE CSI 2-.8 206 0.08 4-11 519 0.23 :2-9 -780 .0.69 .5-11 -900 0.79 :3-9 548 0.24 5-12 207 0.08 3-31 339 0_16 TC 2x6 DFL #2 BC 2x4 DFL 01 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural grade. Brace Qa 24" o.c. unless noted. 7-5-14 T-0-6-6 Web bracing required at each location shown. ® See standard details (TX01087001-001 revl). Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. &Z PLATING BASED ON GREEN LUMBER VALUES. CO 1 >00> 0 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 13.10.15 19- 0- 0 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 80.00 ft, Bldg Width = 32.67 ft Mean roof height = 13.74 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf -LOAD CASE #1 DESIGN LOADS •---•--- Dir L.PifL.Loc R.PIf R.Loc LL/TL TC Vert 102.00 - 3.0.0 102.00 0.0.0 0.19 TC Vert 82.00 0-0-0 82.00 33- 0.0 0.73 BC Vert 20.00 0.0.0 20.00 33.0.0 0.00 Type... lbs X.Loc LL/TL TC Vert 60.0-3-0-0 1.00 3-0-0 33-0-0 7 8 910 11 12 13 Mm /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: 5/32" = 1 TC Vert 115.0 26.11.0 0.59 Eng. Job: EJ. t This design is for un fndfviduul building man ponent not truss sysrem, h has been bored on speriJicmiom provided by the c imnenl manufacturer Chk• EC MAX DEFLECTION (span) : _ J L/999 IN MEM 10.11 (LIVE) L= -0.13" D= •0.09" T= . TC Live 30.00 psf •0.22" WESTERN WOOD utilized on this designmeet or aceed the loading iniposed by the local building code and the particular application. The design assumes that the top chord tr laterally braced by the roof orJloor sheathing and the bosom chord is laterally braced by a rigid sheathing nmterial directly attached, unless olhen,ise Joint Locations =_ noted. Bracing A- isfor lateral support ofcomponents members only to reduce buckling length. This canrponenr shall nor be placed In any A':1 @:.,} 0.0.0 8 7. 3.4 13-10-15 1-1 r..,-13-10-15 2 7-3.4 9 13.6-e 1 2 3 4 W 5 6 3 13-6.8 10 14.0.0 419-5-8 11 19.5.8 0 51- -0-0 5 25.8-12 12 25.8.12 37w)jWG0 RCMD.13VERTA, CA 95626 - I -6.00 6 33-0-0 13 33-0.0 7 0-0.0 3-0-0 33-0-0 7 8 910 11 12 13 Mm /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: 5/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design is for un fndfviduul building man ponent not truss sysrem, h has been bored on speriJicmiom provided by the c imnenl manufacturer Chk• EC C Truss I D A5 and done in accordance with the current versions of TPI and AFPA design standanls. No m.Wonsibility is msunied for dintensfonal accurac)•. Dirnemtons areto he verified by the component manujbri re andlor building designer prior tofahriralion. The building designer musl ascenuin that the loads Dsgnr: KJD . TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD utilized on this designmeet or aceed the loading iniposed by the local building code and the particular application. The design assumes that the top chord tr laterally braced by the roof orJloor sheathing and the bosom chord is laterally braced by a rigid sheathing nmterial directly attached, unless olhen,ise noted. Bracing A- isfor lateral support ofcomponents members only to reduce buckling length. This canrponenr shall nor be placed In any TC Dead 11.00 psf Rep Mbr end 1.00 ABRICATORS envimninent that ivill cause the moisture content oj'fhe itwof to evced 190. andlor cause mnnecuorplate c -cion. Fabricate. handle.intall BC Live 0.00 psf O.C.Spaeing 2-0.0 and brace this /runs in arcorti-a with theJbllmving standards: JOINT DETAILS' by Tmsuul. AMVITP1 l: 'IVTC f P. Wood Tnas Council of America Standard Design Responsibilities.'HANDLING INSTALLING AND BRACING ME'T'AL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 37w)jWG0 RCMD.13VERTA, CA 95626 . !1118-911 and YlIB-91 SUAIMARYSH£E7'b)• IPL The Tnas Plate lmtitute (TP1)is located at D'Onojrio Drive. Madison. Wisconsin 33719. The American Forest and Paper A.crariation (AFP.4) is located at 1111 191h Street. NW. Ere 800. Washington. DC 30036. TOTAL 51.00 psf Secin T6.4.24 - 0 ]Job Name: BOWEN Truss ID: A6 Drwa: Sar a-rvC RXtk SIZE REO'D 1 0- 1-12 2070 3.50•2.21• 2 32-10- 4 1777 3.50' 1.90• ERG RBQUXREKENTS sibonn are based ONLY an the traas material at each bearing TC FOR CS BEL IFOM CSI 1-2 -2967 0.03 0.590.62 2-3 -2147 0.02 0.59 0.61 3-4 -2125 0.02 0.360.38 4-5-1815 0.02 0.17 0.19 5-6 -2166 0.02 0.68 0.70 6-7 -3089 0.030.68 0.71 HC FORCE AEL END CSI 8-9 2530 0.41 .0.210.62 9-10 2527 0.41 0.18 0.59 10-23 2527 0.41 0.16 0.58 11-12 1816 0.30 0.16 0.46 12-13 2626 0.43 -0.19 0.62 1.3-14 2628 0.43 0-190.62 ➢PRE 'PORCH CSI WEE FORCE CSI 2-9 '276 0.11 5-12 654 0.29 2-21 -1018 0.51 6-12 -1122 0.56 4-31 561 0.25 6-33 276 0.11 5-11 -3060.33 TC 2x6 DFL #2 2x4 DFL #1 4.5 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607 UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Permanent bracing Is required (by others) to prevent rotation/toppling. See SCSI 1.03 and ANSI/TPI 1. 8-5-14 IO -6.6 Web bracing required at each location shown. ® See standard details (7X01087001.001 revl). Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. 15-10-15 1 2 3 4 s.� 10"-0 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 80.00 ft, Bldg Width = 32.67 ft Mean roof height = 14.24 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psi ---------LOAD CASE #1 DESIGN LOADS -•--------•• Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 102.00 - 3.0- 0 102.00 0.0.0 0.19 TC Vert 82.00 0.0.0 82.00 33- 0.0 0.73 BC Vert 20.00 0.0.0 20.00 33- 0.0 0.00 Type..: lbs X.Loc LLrrL .' TC Vert 60.0 - 3.0- 0 1.00 TC Vert 115.0 26.11.0 0.59 0 15F10 18 5 ^ ysy� 7 -a^ GIIO 3i --0M. 10 11 12 13 14 MAX DEFLECTION (span) : U999 IN MEM 12.13 (LIVE) L=-0.14" D=-0.10" T=-0.24" = Joint Locations == 1 0.0.0 8 0.0.0 2 8-3-4 9 8-3.4 3 9.0.14 10 14.0.0 4 15.8.8 11 15.8.8 5 17.3.8 12 17.3-8 6 24-8-12 13 24-8.12 7 33-0-0 14 33.0-0 9-11-10 SHIP i-6 M-6-6 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This deign is for an individual building component not Inas system R has been based on specifications provided by the component manufacturer Chk' EC and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assorted for dimensional accuracy. Dimensions Truss I D : A6 are to be verified g'the component manufacturer and/or building designer prior Io fabrication. The building designer must ascertain that the loads Dsgn r. KJD WESTERN RN WOOD utilL-ed on this design meet or exceed rhe loading imposed by the local building code and the particular application. the design assumes that the fop chord is laterally braced by the rooforfoorsheathing and the bottom chord Is laterally bracer/ by a right sheathing material directly attached. unless orhenrise TC Live 30.00 psf DurFaes L=1.15 P=1.15 noted Bracing shonnisforlateral support ofcrontponentsmenibenonlytoreduce bucklinglength. Aiscomponentshallnot beplaced inany TC Dead 11.00 psf Rep MbrBnd 1.00 FABRWATORS environment that will cause the moisture content ofthe wood to esceed 1996 and/or rause connector plate corrosion. Fabricate. handle. install BC. Live 0.00 psf O.C.Spaeing 2- 0- 0 anal brare this truss in accordance with the follamring standards: JOINT DETAILS' Iq• Twvnl. ANSI?PI I'. 'IVTC4 V. Woml Truss Coum:il oJ'Antenca Standard Design Responsibilities. 'HANDLINGINSPALL/NG AND BRACING hfE7AL PLITE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 R1EGO ROAD, ELVERTA, CA 95626 . p1IB-911 and 'HIB -9l SUMMARY SHIi6T by TPI. The Truss Plate Institute (7PD is located at D'OntilHo Drive. Madison. Wisconsin 33719. - The American Famst and Paper Association (AFPA) is located at 1111 191h Street. NW, Ste 800. Washington. DC 20036. TOTAL 51.00 psf Seqn T6.4.24 - 0 Job Name: BOWEN Truss ID: A7 Drw : IRRSG a -LOC REM= 5=8 280'0 TC 2x6 DFL #2 Web bracing required at each location shown. This truss is designed using the i o- 1-12 207M 3-50' 2.21• BC 2x4 DFL #1 ® See standard details (TX01087001-001 revl). UBC -97 Code. z 3z-10- a 1777 :3x50` 1.90• WEB 2x4 DFL STANDARD Plating spec : ANSUTPI -1995 Bldg Enclosed = Yes, Importance Factor =1.00 SMG .RM003MRKENrS rim .are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = End Zone cm st:bc 2xwo macrr: av ,at each bearing Loaded for 10 PSF non -concurrent BCLL. MULTIPLE LOAD CASES. Hurricane/Ocean Line = No, Exp Category = B - and brace this tress in accordance irish the folloiting standards: JOINT DETAILS' by Tusnnl. ANSIITPI l ; I'. IVi ad Trus Council ofAmerica Standard Design Responsibilities•'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Permanent bracing Is required (by others) to UBC SNOW: Pg - 33 psf, Ce = 0.9, 1= 1.0 Bldg Length = 80.00 ft, Bldg Width = 32.67 ft FORCE 2158. :33101 CSS prevent rotation/toppling. See BCSI 1-03 PLATING BASED ON GREEN LUMBER VALUES. Mean roof height = 14.39 ft, mph = 80 2-2 -2962 0.03 O_'i 0.74 and ANSI/TPI 1. UBC Standard Occupancy, Dead Load = 21.0 psf 2-3 -2066 0.03. 0_71 :0.73 •-----•LOAD CASE #1 DESIGN LOADS ---•------•- 33-4 -2035 0.02 ffi_51 0.53 Dir L.PB L.Loc R.Pif R.Loc LLITL 4-5 -2070 0.0Z ,Q-20 10.82 TC Vert 102.00.3-0.0 102.00 0.0.0 0.19 5-6 -3079 0.03 10.-80 :0.84 TC Vert 82.00 0-0-0 82.00 33.0.0 0.73 i BC Vert 20.00 0-0-0 20.00 33- 0.0 0.00 18C FORCE 21XT. HIM CSI Type... lbs X.Loc LLrrL 7-13 2524 0.43 0-'21 0.63 ' TC Vert 60.0 • 3. 0. 0 1.00 63-9 2521 0.43 .8_20 0.61 _ TC Vert 115.0 26.11.0 0.59 9-a0 2521 0.22 0.48 0.70 + �9fA Ira -ate 2614 0.22 0.48 0.71 L'IL-22 2617 0-43 Q..23 0.64 > �� :VNEE2-8 3-8 2 10 :3' .28CSI e® •-0229 CSI :2866 0.12 5-3.0-1229 0.71 -3123 0.65 287 0.12 ` •� MAX DEFLECTION (span) : 4t -3D .3-31 3134 0.50 of L/9991N MEM 8.9 (LIVE) L=-0.15" 0=-0.10" T=-0.25" z=== Joint Locations 1 0.0.0 7 0-0.0 2 8-6-4 8 8-6.4 6.4 1 2 3 4 6 3 9.6.10 9 14-0.0 -1 < 4 16.6.0 10 16.6.0 - � F6 5 24-5-12 11 24.5-12 .00 11 ), � -1 6 33.0.0 12 33.0.0 8-9-6 IO -6-6 6-6 r"I I-6 TM o1 01 33-M . 7 8 9 10 irL 12 10-3-2 SHIP -0 A111, 7 are 20 giaugeiTrauswal 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 77ds design is for an individual building consponenl not Inks system. 11 has been bared on speclficadom provided by the consponent manufacturer Chk• EC and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is wsurrterl for rlinicnsional amc oa . Dimensions Truss I D : A7 ' are to be verified by the roniponent manufacturer andlor building designer prior ro fabrication, The building designer mut ascertain that the loads Dsg nr. KJD TC Live 30.00 psf DurFaes L=1.15 P=1.15 t MESTERta'41 ` OO D utilised on this design meet or exceed she loading imposed by the local building code and the particular application. The design ussunies that the top chord is laterally braced by the roof or floor sheathing and the boitom chord is laterally braced by a rigid sheathing material direr di, attached unless othenrise noted. Bracing shoit-it isjbr lateral support ofconiponents nienibers only to reduce buckling length. This cornponentshall not beplacedinan). TC Dead 11.00 psf Rep MbrBnd 1.00 �SCATCIRS environment that will cause the nioislum content o(the nrood to exceed 19%and/or cause connector plate corrosion. Fabricate. handle. install 'IVTCA BC Live 0.00 psf O.C.Spaeing 2- 0- 0 - and brace this tress in accordance irish the folloiting standards: JOINT DETAILS' by Tusnnl. ANSIITPI l ; I'. IVi ad Trus Council ofAmerica Standard Design Responsibilities•'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3> W FMGO ROAD. ELVEFErkcA 95628 - (HIB -91)- d'IIIB-9l SUMAIARYSIIEF-7'by TPI. The Truss Plate Institute (7'Pit is located at D'OnoJrio Drive. Aladison, Wisconsin 53719. Pie Atnerican Forest and Paper Association (AFPAI is /orated at lll1 /90; Street. NIK Ste 800. Washington. DC :0036. \ TOTAL 51.00 psf Seqn T6.4.24 - 0 I! kb Name: BOWEN Truss ID: G1 Drwq: I >t-1.00 2ERK= S1Z= RHO'D ,1 -3 •✓8- :1-12 27� 3.50• 1.50" 2 .23 -EO- 4 2752 13.50. 1.50• fa20 232MMMUMES s'.�m are based ONLY � � Russ --RAI at each bearing +S MORCB AIM am CSi a -v2 -4399 O:03 0.24 0.27 :2-3 -5753 0_33 '0..47 0.58 3-4 -5817 0_09 0.37 0.46 4-S -5817 0 -"JT. 0:44 0.56 -4397 0_03 0..24 0.27 ac 'I+ORCB B3M Im CSI 79 3827 0_31 0.26 0.57 IS -19 .3845 0-33 0.09 0.40 :9-31111 5842 0_48 0-08 0.56 10-31 5842 0_48 10.08 0.56 D.1.-12 3842 0-33 0.09 0.41 U.2 -M3 '3823 0_33 0.25 0.57 :00£9 OEMC8 CSX WB'9 PORCH CSI :2-tM 183 0_05 4-11 -812 0.05 :2-9 2162 0.48 5-11 2223 0.49 :3-9 -829 0-05 .5-12 182 0.05 :3-31 -50 0.03 TC 2x6 DFL #2 2x4 DFL #1 2.5 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 Drainage must be provided to avoid ponding. Permanent bracing is required (by others) to prevent rotationitoppling. See BCSI 1-03 and ANSUTPI 1. Continuous lateral bracing attached to Flat TC as indicated. Lumber must be structural grade. Brace Qa 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. 2-PLYI Nall w/10d BOX, staggered (per NDS) In: TC -2 BC -2 WEBS- 2 -PER FOOTI- 3-5-14 1 TO -6-6 EE25-10-15 2-PLYS 1 REQUIREDF -6.00 32 0 13-M _s Plating spec: ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT#1607. Loaded for 10 PSF non -concurrent BCLL. ......+♦44+4.......... Nall pattern shown Is for PLF loads only. Concentrated loads MUST be distributed to each ply equally. On multi -ply with hangers, use 3" nails min. Into the carrying member. For more than 2 ply, use additional fasten- ers as Indicated from the back plys, or use any other approved detail (by others). ...................... �T =.l > LU 0 np LL CIA 5-5 3 4 5 6 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 5.10.15 19.0.0 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 80.00 it, Bldg Width = 32.67 ft Mean roof height = 11.74 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf ----.LOAD CASE #1 DESIGN LOADS ------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 102.00 - 3.0.0 102.00 0. 0- 0 0.19 TC Vert 82.00 0.0.0 82.00 6.0- 0 0.73 TC Vert 164.00 6.0.0 164.00 19- 0- 0 0.73 TC Vert 82.00 19-0-0 82.00 25. 0- 0 0.73 TC Vert 102.00 25.0.0 102.00 28- 0.0 0.19 BC Vert 40.00 0.0.0 40.00 25. 0.0 0.00 .Type... lbs X.Loc LL/TL TC Vert 60.0-3.0-0 1.00 TC Vert 240.2 6-0-0 1.00 TC Vert 88.1 6.0.0 0.00 TC Vert 240.2 19- 0- 0 1.00 TC Vert 88.1 19.0- 0 0.00 TC Vert 60.0 28. 0-0 1.00 3-03-0=0 3-" 25-M 7 8 9 10 11 12 13 T 4-11-10 =0-0.6 IS HIP MAX DEFLECTION (span) : L/999 IN MEM 10.11 (LIVE) L=-0.15" D=-0.10-1 T=.0.25" --- Joint Locations =_=_ 1 0-0-0 85-6-12 2 5-8-8 9 10-2-4 3 10-2-4 10 12.0.0 4 14. 9.12 11 14.9-12 5 19-3-8 12 19-5-4 6 25-0-0 13 25-0.0 7 0.0.0 7/7/2006 A n g I ms are'20 gamje 7ruiswal 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This rlargo is form individual building rmnponeni nor truss system, It has been based on spec Jicsuions provided by the component mane ftcrumr, Chk: EC Truss and done in accordance tvirh the cuneni version of TPI and AFPA design standards. No mspousibllhy is t reed for slintensional arcumq. Dimensions I D : G 1 am to be verified by the caniponem manufacturer and/or building designer prior ro fabrirurion. The building designer must ascertain that the lauds Dsg n r: KJ D TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTER `WOOD miliaedonrhisdesignmeeroreweedrheloadingimposedbythetwatbuildingcodeandthepartir..ularapplication. Thedesign assunesthat the top chord is laterally braced by the roof orlloar sheathing and the borront chord is laterally braced by a rigid sheathing material direct¢• attached, unless orhenrise noted Bmcingshmvnisfor/memisupponofcomponenrsntembemonlytomducebuckling length. 7hiswntponentshantothaplaredinany TC Dead 11.00 psf Rep Mbr Bnd 1.00 Al3RiCATORS envimnntem thancill cause the ntoisrum content of the wood to eweW 1990 unrUor caws connector plme--ian. Fabricwa handle. install 'ANSI?P/ 'I BC Live 0.00 psf O.C.Spaeing 2- 0.0 . and brace this vuss in ac-lanm with the following standards: 7O1NT DETAILS' by 71mv-1. I ; V I P. IVoad Trusts Council ofdnsertra Standar/ Design Raponsibilitia.'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 32M fMEEsOROAD. '@YFRiA. CA 95626 .00.91) and'HIB-91 SUAIMARY SHEET by TPI. The 7- Plate Institute ITPD is located at D'Oni ffo Drive. Madison. IVisconsin 53719. The American Fomst and Paper Association (AFPA) is located at 1111 191h Srmet, NIV• Ste 800• IVashinglon• DC 20036. TOTAL 51.00 psf Seqn T6.4.24 - 0 Job Name, BOWEN Truss ID: G2 Drw : Eng. Job: EJ. a -LOC s�a_r IZR REO'0 TC 2x6 DFL #2 Plating spec : ANSI/TPI •1995 This design based on chord bracing applied �EamS 3 0- '1-12 376ID 3.50• 1. B2 • 214 DFL #1 24 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: :2 24-10- 4 3703 3-50• 1. s2• BC 2x4 DFL #1 MULTIPLE LOAD CASES. max o.c. from to 6s'iBGREWjREzc9W=s•,I- are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 7-10.15 17. 0. 0 tan :rn9 truss maty-^ a at each ,bearing UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Loaded for 10 PSF non -concurrent BCLL. This truss Is designed using the i Continuous lateral bracing attached to Flat Drainage must be provided to avoid ponding. UBC -97 Code. I '11C FORCE asi tMW CSI TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosede: Yes, Importance Factor = 1.00 }1-2 -2078 0-013 t0-44 0.47 grade. Brace Q 24" o.c. unless noted. Truss Location = End Zone 2=3 -2139 0-07 0 39 .0.46 Hurricane/Ocean Line = No, Exp Category = B 3-_4 -2139 0.07 :0_39 .0.46 Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 'A =s -2078 0-03 0-44 0.47 Mean roof height = 12.24 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf BC PORC73 �lm mm CSI (6-7 1743 0:23 0.21 0.44 7-3 3756 0_28 :0-:16 0.43 ' 18-9 1756 0-29 .0-105 0.34 9-30 1756 0_28 0.16 0.43 - SO -11 '1743 0-23 0.21 0.44 % ;7® FORCE CSS MM PORCH CSI ow {, ;2-7 :212 0-09 .4-9 648 0.29 :2-9 X648 0_,29 4-10 212 0.09 ` ,„ "h!y MAX DEFLECTION (span) : 3-9 -454 0_22 U9991N MEM 8.9 (LIVE) > L=-0.08" D=-0.06" T=-0.14" a _= Joint Locations 1 0-0-0 7 7.6.12 ^ 2 7-8-8 8 10-0-0 jj3 12.6.0 9 12.6.0 IL 4 17-3-0 8 10 17.5.4 11 25.0.0 7-10-1 1 7-10-15 1 _._ e 0- 0.0 1 3 4 5 >� T6_ ,.5 6 4-5-14 1 5-11-10 4-5 4-5 SHIP 1 1.5-4 3-7 1.5-4 S=3.5-4 B1 B2 P�F�SSIONq� QOM H q4 Q�oQ 311 � ✓ �I . ^ / 3.00 3-0-0� LU Cr 25-0-0 6 7 8 9 10 11 * �Q qrF of cP�`F -7/7/2006 Aknplatas are 20ga WTmswal 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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design is for an individual building component not truss syslmn. /I has been based on spec/ficodons provided by the coniponem aranufnclurcr Chk: EC Truss and done in accordance nith the current versions ofTPl and AFPA design standards. No msponsibility is assumed for tlitnemional acmmcy. Dimensions I D . G 2 are to he verifiedby the component nunufamurerand/or building designerprior rafabrication. The building designer must accermin that rhe loads Dsgnr. KJD TC Live 30.00 psf DurFacs L=1.15 P=1.15 �a{� RNESTER� WOOD utilised on this design meet or exceed the loading imposed by rhe local building trade and the particular application. The design assumes that the rop Ghon/ 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. Bracingshonwisforlatemisupponofcomponentsmembersonlytoreducebucklinglength. This componenrshall not beplaredinan), TC Dead 11.00 psf Rep MbrBnd 1.15 . FABRICATORS environs em that will cause the moisture content fthe t -d to exceed 19%andlor ause connector plate corrosion. Fabricate. handle install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace this truss in accordance with the follmting standards: 701NT DET.HLS' by Tmitul. i1NS1?P/ I', 'IVTCA P. Wood Truss Council ofdmerica Standard Design Responsibilities. YMNDL/NG INSTALLING AND 894CING METAL PLATE. CONNECTED WOOD TRUSSES BC Dead 10.00 psf Design Spee UBC -97 3900 RIEGO ROAD. ELVt3✓E3A CA 95626 . (H1B.91)-d'HIS-9! SUA4A4ARYSHEErby TPI. The Truss Plate /nstimle ITPI) is located at U'OnoJrio Drive. 6Yadison, 11'isconsin 53719. The American Forest and Paper Association (AFPA) is located at /I l l 191h Street. NIV. Ste 800, Wwhington. DC 20036. TOTAL 51.00 psf Seq n T6.4.24 - 0 Job flame: BOWEN Truss ID: G3 Drw : Bag a -c OC REACT stnsRao' o TC 2x6 DFL #2 Plating spec : ANSIrrPI .1995 This design based on.chord bracing applied 1 0- .1-12 1685 3.50 .1.80- 20 DFL #1 3.4 and accordance with the current versions of and .uandanis. responsibility usmnted for dimensional accuracy. Diotensions are ro be verified by the component munufacrurer and/or building designer prior to fabrication. The building designer unlit ascertain that the lauds THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: a 24-10- 4 1665 3-50• 1.80• BC 20 DFL #1 Du rFaes L=1.15 P=1.15 MULTIPLE LOAD CASES. max o.c. from to - z..WtREXEN s absaea are based ONLY WEB 2x4 DFL STANDARD noted Bracingsho- isfor lateral support ofmtaponems members only to reduce bur ting length. This cmoponent shall not he placed in any PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 9-10-15 15- 0- 0 an st-e truss material at .eaCb bearing UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 BC Live 0.00 psf Loaded for 10 PSF non -concurrent BCLL. This truss is designed using the and brace this truss in accordance niih the follaudng standa ds: 7OINT DETAILS' by Tnrmtul. 'ANSI?PI Il 'IVTCA V- Wwd T- Council Continuous lateral bracing attached to flat Drainage must be provided to avoid ponding. UBC -97 Code. 3C FORCE ASL :END CS1 TC as Indicated. Lumber must be structural " 3700 StEGO ROAD, ELVERTA. CA 95526 PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -2173 0.02 0.20 0.22 grade. Brace Q 24" o.c. unless noted. fie American Forest and Paper Asmciadon (APPA) is located at I I I 119th Street. NIV. Ste 800. Washington, DC70036. TOTAL 51.00 psf Truss Location = End Zone 2-3 -1802 0.01 0..19 0.21 ' Hurricane/Ocean Line = No, Exp Category = B 3-4 -1584 0.06 0.64 0.70 Bldg Length = 80.00 ft, Bldg Width = 32.67 ft 4-5 -1797 0.01 0.18 0.20 Mean roof height = 12.74 ft, mph = 80 5-S -2172 0.02 0.20 0.22 UBC Standard Occupancy, Dead Load = 21.0 psf Be FORCE ASL SND CSI 7-3 1849 0.30 0_15 0.46 8-9 '1847 0.30 0.09 0.39 9-311 10-11 1579 0-26 0.09 0.35 1579 0.26 0.11 0.37 �'`�- I11-32 1847 0.30 0.11 0.41 �" '.12-83 .1848 0.30 0_15 0.46 7C WEB FORCE CSI WEB FORCE CSI Mpp�gg � ' LU MAX DEFLECTION (span) : 2-43 93 0.04 4-11 306 0.19 U999 IN MEM 9.10 (LIVE) 2-9 -428 0.19 5-11 -438 0.19 L=-0.08" D=.0.06" T=-0.14" 3-9 3-31 354 0.16 5-12 96 0.04 '245 0.23 sr�s ---_= Joint Locations =_= 0-0-0 8 5-3.4 Y1 C Z 2 5-3-4 9 9-8.8 Ll L4=„ 3 9.8.8 10 12-0-0 4 15.3.8 11 15-3.8 9-10-15 9-10-15 - 5 19- 8-12 12 19-8.12 1 2 4 5 6t 6 25-0-0 13 25-0.0 7 0.0.0 F6.00:,,3i F6.006-0-0 -6.00 T 6 6 I 5.5.14 3-4 3.4 6-11-10 3.5-6 3.5-6 SHIP TO 6 6 TO -6-6 B1 1.5-4 2.5-4 3-7 1.5-4 S=3.5-4 82 SSION 3-0-0 3-0-0 25-0-0 ~� 7 8 9 10 11 12 13 All pirates 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: 5/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design a jar an individual building component not truss system. 0 has been based on specifications provided by the component nro t ff r.lurer done in 7Pl AFPA deign No is Chk• EC Truss I D G3 ® and accordance with the current versions of and .uandanis. responsibility usmnted for dimensional accuracy. Diotensions are ro be verified by the component munufacrurer and/or building designer prior to fabrication. The building designer unlit ascertain that the lauds Dsgnr: KJ D . TC Live 30.00 psf Du rFaes L=1.15 P=1.15 WESTERN RN WOOD utilixd on this design meet or exceed the loading imposed by the local building code and rhe particular application. The design assumes that the top chord u laterally braced by the roofer floor sheathing and the hatiom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise noted Bracingsho- isfor lateral support ofmtaponems members only to reduce bur ting length. This cmoponent shall not he placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.15 .®FABRICATORS enviran eat that uill cause the uroisture content ofthe %twod to ermed 19% andlor cause connector plate corrosion. Fabricute. handle. install BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance niih the follaudng standa ds: 7OINT DETAILS' by Tnrmtul. 'ANSI?PI Il 'IVTCA V- Wwd T- Council ofAnuaica Standard Design Responsibilities.'HANDLING INSTALUNG AND BRACING METAL PLA TE CONNFCTF-D IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 " 3700 StEGO ROAD, ELVERTA. CA 95526 - (HIB-91)and 'HIB -91 SUMAIARY SHEET by TPI. Pte 7rnss Plate Institute (7'PI) is lacared at D'Ona(rio Drive. Afaddsoa. IVismnsin 33719. fie American Forest and Paper Asmciadon (APPA) is located at I I I 119th Street. NIV. Ste 800. Washington, DC70036. TOTAL 51.00 psf Seq n T6.4.24 - 0 Job Name: 'BOWEN Truss ID: G4 Drw : 13M a -LOC RSRC[ SIZE REO'o TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This truss Is designed using the _ n o- 1-12 164.9 3.50• 1.76• 2x4 DFL #1 3.4 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 24-10- 4 .164.9 3.50• 1.76• BC 2x4 DFL #1 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 1820 REQ=REX8 is abaan are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone m ram trues-eri.al .at each bearing UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No , Exp Category = B TC Live 30.00 psf PLATING BASED ON GREEN LUMBER VALUES. Drainage must be provided to avoid ponding. Bldg Length = 80.00 ft, Bldg Width = 32.67 ft WC FORCE B2y HND CSI FABRICATORS Mean roof height = 1324 ft, mph = 80 1-2 -2154 0.02 0.23 0.26 UBC Standard Occupancy, Dead Load = 21.0 psi 2-3 -1598 0.0.10.23 0.24 ofAnterica Standard Design Responsibilities.'HANDLINGINSTALLING AND BR9CING METAL PLATE CONNECTED WOOD TRUSSES' 3-14 -1359 0.02 0.07 0.09 1 -37a JUEGO ROAD. ELVERTA, CA 95626 . (HIB.91) and 'NIB.9l SUMMARYSHEET by TPI. the Truss Plate Institute (TPI) is located at D'Onafrio Drive. Madison, IVlsconsin JJ719. 4-.3 -1601 0.0.1 0.23 0.24 The American Forest and Paper Association (AFPA) is located at ///I I9th Street. NIV. Ste 8/10. IVashington, IJC w03e. 5-6 -2155 0.02 0.24 0.26 ��wc "°'�• ''SW FORCE A3 HND CSI 7-3 1828 0.30 0.19 0.44 2-9 1826 0.36 0.07 0.37 r 9-1111 10-31 1826 0.30 0.07 0.37 1356 0.22 0.07 0.30 _ I11-32 32-33 1826 0.30 .0.07 0.37 1829 0.30 0.14 0.44 ® FORCE CS3 NRB PORCH CSI MAX DEFLECTION (span) : 2-8 173 0.07 .4-11 442 0.20 0.45 '5-11 U9991N MEM 11.12 (LIVE) 2-20 -697 -694 0.45 L=-0.07" D=-0.05" T=-0.12" 3=:LQ '388 0_17 5-12 173 0.07 14-111 229 0.1.3 Joint Locations =_=_ k 1 0.0.0 8 6.3-4 2 B-3-4 9 10.0.0 °'•_. 3 11-8-8 10 11-8.8 - 11-10-15 4 13-3-8 11 13-3- 8 1 2 4 5 6' "'-'� 5 18- 8-12 12 18. 8.12 6 25-0-0 13 25.0.0 6.00 1 0 -, T Ai 6.00 7 0-0-0 djfe 3-M 33-M 2"-0 7 8 9 10 11 12 13 7-11-10 SHIP T0.6-6 OFESSIONA4 cuQ�oO QOMHACC� `.r \, LU Cn 0. Cr Ey r * s C 1\j T4rE OF r, 7/7/2006 An pitades are 20 glauge'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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design is for an individual building co ponent not truss system. /thus been bused on speciftrationc provided by the coatponent manufarlurer Ch k• EC and done in accordance with the current versions of TPI and AFPA design smndarls. No respnncibiliq• is• ucsumed for dinuns'innul nrruran•. Dimensions Truss I D . G4 me to be verified by the component manufacturer and/or building designer prior to fobriradon. The building designer nmst asrenoin that the load, Dsg nr. KJ D WESTERN WOOD uttltedonthisdesign meeioreaeedthe loading imposedbythe local building codeand ihepanirularapplication. The design assumesthunhetop chord is lateral(• braced by the roof orJloor sheathing and the bottom chord is laterally braced by u rigid sheathing umteriul rlircrdp attached. unless othenrise TC Live 30.00 psf DurFacs L=1.15 P=1.15 noted. Bracing shone i., for lateral suppon oj'components metubers only to redure buckling length. This componeni shall not be planed in any TC Dead 11.00 psf Rep Mbr end 1.15 FABRICATORS environment that srillcause the tnoistuntcontent ofthe%roodtoescsed/9%and/nrrouse connectorplate corrosion. Fabricate.hand/e,install BC Live 0.00 psf O.C.Spaeing 2.0.0 and brace this truss in acconlance with the Jollmeing standards: JOINT DETAILS' hr T-ul.. ANSWITI l'. 'IVTCA V. Wool 7iuss Council ofAnterica Standard Design Responsibilities.'HANDLINGINSTALLING AND BR9CING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 1 -37a JUEGO ROAD. ELVERTA, CA 95626 . (HIB.91) and 'NIB.9l SUMMARYSHEET by TPI. the Truss Plate Institute (TPI) is located at D'Onafrio Drive. Madison, IVlsconsin JJ719. The American Forest and Paper Association (AFPA) is located at ///I I9th Street. NIV. Ste 8/10. IVashington, IJC w03e. TOTAL 51.00 psf Seqn T6.4.24 - 0 Job Hame: BOWEN i?ORcH .Ajm rawn CSI 6-7 Truss ID: G5 Drw : rm= X -roc 5UWA= ssm REQ'D TC 2x6 DFL #2 Plating spec: ANSI/TPI -1995 This truss is designed using the x 0- 1-12 164s2 3.50' 1.75• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 24-10- 4 264M 3 -so' 1.75• WEB 20 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 B20 8'EGDIRIMOR S -berm are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBG RESEARCH REPORT #1607. Truss Location = End Zone m the .txmss n tex:iml at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC SNOW: Pg = 33 psi, Ce = 0.9, 1 = 1.0 Hurricane/Ocean Line = No , Exp Category = B TC Dead 11.00 psf Rep Mbr Bnd 1.15 FAWUCATIDRS Bldg Length = 80.00 ft, Bldg Width = 32.67 ft we *30RC8 BIM 10M tCS1 O.C.Spaeing 2-0-0 Mean roof height = 13.39 ft, mph = 80 X-2 -2151 •0_02 0..31 0..33 Design Spee UBC -97 bot; 5WGO ROAD..89H%TA, CA W626 UBC Standard Occupancy, Dead Load = 21.0 psf 2-3 .-.1512 0_0M '0.31 0.32 The American Forest and PaperAssociwlon (AFPA) is locwed w /I// /91h Street. AIW. *e 800, Wruhingw. DC 20036. 3-3 -1512 0:03 0.31 0..32 Satin T6.4.24 - 0 4-5 -2.151 0-02 0.31 0..33 82 i?ORcH .Ajm rawn CSI 6-7 1826 0_30 0.14 0.44 7-8 3.823 0_30.0.08 0.37 8-9 1823 0.30 0._14 0.44 9-2.0 1823 0-30 0..14 0,.44 10-3:1 1.826 0.30 0-14 0.44 11M .11COM8 C3x WEB FORCE CSI 2-17 .187 0.08 4-9 -807 0.65 2-9 -807 0.63 4-.10 187 0.08 3-9 300 0.35 6-9-6 TO -6-6 12-" I 12-6-0 1 2 3 4 5 0 6-6 01 0c 3-0- 3-0-0 25-0-0 6 7 8 9 10 11 MAX DEFLECTION (span) : L/999 IN MEM 7-8 (LIVE) L= -0.08" D= -0.05" T= -0.13" --= Joint Locations === 1 0-0-0 7 6-6-4 2 6-6.4 8 10.0.0 3 12-6-09 12-6.0 418- 5.12 1018- 5-12 5 25-0-0 11 25-0.0 6 0-0.0 8-3-2 SHIP To-" 6 P�FESSIONg4 ON \rE OF C, 7/7/2006 A9 dames are 2D gauSeThsswal -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: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design isforan individual building cromponem not 1-s system. Ithasbeenbruedon.rpeciJicwionsprovirledbj,ihecotnpone iris nufacturer Chk• EC ensional.scu,). Dinuutsions and done in accordance with the current verrions of TPI and AFPA design slandurrls. No responsibilip• is assumed for dimta Truss ID: G5 are to be verified by the component mmtufacrurer and/or building designer prior ro fabrication. The building designer mart "mnain that the loads Dsg n r. KJ D TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERWOOD ulilicedon thisdesign,neer or aaeed the loading buposed by the local building rode and the particular application. Thedesign assumes that the wpchord is laterally burred by the roof orJloor.sheathing and the boawn chard is IweraNv brace/ by a rigid sheathing nmterial direcrlr attached. unless othenrise noted. Brocing shwrn Tsforlaieral support et romponents memben only io reduce buckling length. 7his mi portent ahwl ,w he plarad in anv TC Dead 11.00 psf Rep Mbr Bnd 1.15 FAWUCATIDRS torplateroosion. Pabn�rare.handle. insrall environment thanwill cataethe moismrecontent oJ''theuoodtoarmed l9°bandlrcause connerr BC Live 0.00 psf O.C.Spaeing 2-0-0 andbraceihistrrusinaccorlanre"•iihihefollwr(ngsrandarlc JOIATI)M/S'by7ru,,.l•SINSIITPI/;'IV7Y.il P. Wood Trus, Co-il oJ'America J7andard Design Responsibilities. 'HANDLING INSTALUNGAND BRACING ETAL PLITECONNECi'ED WOOD TRUSSFY BC Dead 10.00 psf Design Spee UBC -97 bot; 5WGO ROAD..89H%TA, CA W626 . (11111.91) and 71/11.91 SUAWARYSIIF.Erby'I'Pl. The 7iuss Plate Institute (IPU is located at D'Onnfrio Drive. Aladiaon• IVisronsin S3719. The American Forest and PaperAssociwlon (AFPA) is locwed w /I// /91h Street. AIW. *e 800, Wruhingw. DC 20036. TOTAL 51.00 psf Satin T6.4.24 - 0 Job Name: 130WEN 24- - Truss ID: HRA' Drw : EMM a -LOC 9IEAC-! SZZE REO'D TC 2x6 DFL #2 Plating spec : ANSUTPI - 1995 ----LOAD CASE #1 DESIGN LOADS -- - --- -;7-LOAD 3 0- 1-12 �51Y 3.50• 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF L.Plf L.Loc R.Plf R.Loc LL/TL = s- 6- 9 Co 1.50• 1.50• FILL CHD 2x6 DFL #2 MULTIPLE LOAD CASES. TC Vert 102.00.4-6-0 102.00 0-0.0 0.19 3 32- 6- 9 m 1-50• 1.50• SLIDER 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. 4 36- 6- 9 m 2..50• 1.50• Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Ig -6-1 s a©- 6- s m :n_ 59• 1.50• Permanent bracing Is required (by others) to Install Interior support(s) before erection. 6 22- 9- 5 m 3-50• 1.50• prevent rotation/toppling. See BCSI 1-03 PLATING BASED ON GREEN LUMBER VALUES. �Q 3.50• 1.50• and ANSI/TPI 1. NOTE: LEFT OVERHANG DOES NOT WORK UNLESS SMS -mars slim are based ONLY OTHER PROVISIONS ARE MADE (PER THE BUILDING m th- masa n:at:er a -at each bearing �c DESIGNER) TO REDUCE THE OVERHANGS STRESS/ y 0-7-1 w P 2 DEFLETRIM TO MAX. LENGTH NOTED. ' 3C 7ORC33 AR .S �ID CSI 8-5-13 ' Maximum Unsupported Left TC OH = 4-0.8 3 41 7/ 7/2006 8-2 X Q -ETD '0.00 0.00 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �..� .�•� JOB#: S1003 a -a a -m 0 0 0 -Go 0.00 0.00 o.0a 0-00 0.00 Chk: EC � and done in accordance uith the current versions of TPi and AFPA design standards. No respn.vibilip• is am ssneil for (lith sional accumc)t Dimensions 0-O 0 o o_oa 0 0 0 .0.80o-® o.n 0. o.00 .00 am to be verilied by the component nionulunumr and/or building designer poor m fabrication. The building designer must mcenain that the lauds �L Dsg nr: KJD s milked on this design nmel or escmd the loading imposed by the local building code and the particular applicudom The design tares that the top chord TC Live 30.00 psf _ WESTERN WOOD is laterally braced br the roof orlloor sheathing and the bailout chord is laterally braced by a rigid.shemhing material directly attached, unless othemise oofl000.00u-0 _©-0 TC Dead 11.00 psf Rep Mbr Bnd 1.00 ABiRICATORS I environment that will came the moistum content oflhe nnod to esceed 19-S and/or cause ronner or plate corrosion. rubricate. handle. install BC Live 0.00 psf O.C.Spaeing 2- 0. 0 SC and brace this truss in accordance with the folloning standards: 70INT DETAILS' by Tr undo/. ANS117PI I'. 'IVTY A V. Wood Truss Council AXM 'MM :CSI of Ant erica Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' 3-4 0 0.00 0.00 WMIRiEGO ROAD,®:VERT/. CA 95626 - (HIB -9D und'illB-91 SUMMARYSHEET b), TPI. The Truss Plate Institute (TPI) is located n1 D'Onolrio Drier. Aladison. IVisconsin 33719. MAX DEFLECTION (span) : 4-i) O 0-68 0.0:0 0..00 0.00 TOTAL 51.00 psf ij n U999 IN MEM 3.4 (LIVE) 6F1� YORCBC53 -WSH FORCE CSI a. L= 0.00" D= 0.00" T= 0.00" �- " a 1 2 -- _= Joint Locations -== 1 0.0- 0 3 0.0.0 2 8-5.13 4 8- 5.13 24- - 5 B6 8.7.3 5-12 3 2 10-2-0 Ste% T SHIP 3-6-0 �GFESSIONg4 Fti Ig -6-1 2-11-1 B1 B �Q 5311- No• r• 0 � �c i 8-6-9 0-7-1 w P 2 S�gTE OF Gr �� 8-5-13 ' 3 41 7/ 7/2006 OVER 7 SUPPORTS AU des are 20 game 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: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: S1003 Ihir design is for an int/ividual buBrling crompaneni nal lua rysrem. /I has been based on speriJicmiom provided by the component manufacturer Chk: EC and done in accordance uith the current versions of TPi and AFPA design standards. No respn.vibilip• is am ssneil for (lith sional accumc)t Dimensions Truss I D : HRA am to be verilied by the component nionulunumr and/or building designer poor m fabrication. The building designer must mcenain that the lauds Dsg nr: KJD s milked on this design nmel or escmd the loading imposed by the local building code and the particular applicudom The design tares that the top chord TC Live 30.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD is laterally braced br the roof orlloor sheathing and the bailout chord is laterally braced by a rigid.shemhing material directly attached, unless othemise notes. Bmring shomvn isjor luleral 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 ABiRICATORS I environment that will came the moistum content oflhe nnod to esceed 19-S and/or cause ronner or plate corrosion. rubricate. handle. install BC Live 0.00 psf O.C.Spaeing 2- 0. 0 - and brace this truss in accordance with the folloning standards: 70INT DETAILS' by Tr undo/. ANS117PI I'. 'IVTY A V. Wood Truss Council of Ant erica Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spee UBC -97 WMIRiEGO ROAD,®:VERT/. CA 95626 - (HIB -9D und'illB-91 SUMMARYSHEET b), TPI. The Truss Plate Institute (TPI) is located n1 D'Onolrio Drier. Aladison. IVisconsin 33719. The Amedran Forest and Paper Association (AFPA) is located at 1111 19th Street. NIV. Se 800, IVushington. DC 20036. TOTAL 51.00 psf Seqn T6.4.24 - 0 f Job Name: BOWEN WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: J614 Drw : Bar. I -LOC R88CS srZE REp,D TC 2x6 DFL #2 Plating spec : ANSIITPI -1995 UPLIFT REACTIONS) : and done in accordance pith the current version of TPI and AFPA design standards. No responsibility is assumed for dimensional assume•. Dimensions 2 0- 1-12 638 3.50• 1. so• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 .54 lb 2 6- 0-12 490 2.50• 1.50• PLATE VALUES PER ICBO RESEARCH REPORT#1607. MULTIPLE LOAD CASES. Support 3 -45 lb noted Bracing shown is (or lateral support gl'canwnents nmtnben only to reduce buckling length. This cntnponent.shall not be placed in any 3 20- 0-12 ass 2.50' 1.50• UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 Loaded for 10 PSF non -concurrent BCLL. Support 4 •19 Ib O.C.Spaeing 2-0-0 4 23-10-15 1s1 1.50• 1.50• Install Interior support(s) before erection. Mark all Interior bearing locations. HORIZONTAL REACTION(S) oj'America Standard Design Responsibilities.'HA NDLINGINSTALLING AND BR4C'ING METAL PL1 TE C'ONNEC'TL• D IVOOD TRUSSES' .5 '5-11- 4 S-9 3.50• 1.50• This truss is designed using the PLATING BASED ON GREEN LUMBER VALUES. support 1 1781b ass 'M31MIXEMBIrS shorn are based ONLY UBC -97 Code. TOTAL 51.00 psf support 5 1781b t� truss material at each bearing Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone EC FORCE as SM CSI Hurricane/Ocean Line = No, Exp Category = B 2-2 -184 0-02 0.26 0.28 Bldg Length = 80.00 ft, Bldg Width = 40.00 ft 2-0 -105 0 -GO 0.26 0.26 Mean roof height= 11.51 ft, mph = BO a-0 -850 _00 0.13 0.13 UBC Standard Occupancy, Dead Load = 21.0 psi 0-0 -2 0.00 V-00 0.00 as4 CO .»c FORCE 3-4.17 IMM .RNID CSI 0..00 0.0 0..17 4-0 0 O 0:00 0:000 0.00 (Rs�s MAX DEFLECTION (span) : L/999 IN MEM 3.4 (LIVE) L= -0.03" D= -0.02" T= -0.06" Joint Locations 1 0.0.0 3 0- 0- 0 1 2 .,� 2 6- 0-0 4 6.0.0 0 7-6-4 IO -0-0 3-0-0 --- 6-0-0 3 4 B4 T 9_" SHIP 3 6-6 1 OVER 5 SUPPORTS 7/7/2006 /Alis 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: 3116" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1003 This design is for an individual building component not truss )stem. ll hra been based an specifications provided by the component utonufacturer Chk' EC and done in accordance pith the current version of TPI and AFPA design standards. No responsibility is assumed for dimensional assume•. Dimensions Truss I D : J614 arc to be verflied by the courponent tnanufaatunr and4or building designer prior io fabriradon. The building designer ntust rrsrerrain that the load. Dsg n r: KJD WESTERN WOOD utilised on Ihts design meet or eseeed the loading imposed by the local building code and the particular application. The design assumes that the tap rhorrl laterally lly braced by the roof or/loor sheathing and the bountn chord is /atemlly brared by a rigid sheathing nmtorial direcily attachedunless otherwise TC Live 30.00 psf DurFaes L=1.15 P=1.15 noted Bracing shown is (or lateral support gl'canwnents nmtnben only to reduce buckling length. This cntnponent.shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.15 - FABRICATORS environment thanrill cause the moisture content of the uood to exceed /996 and/or cause connector plate -ion. Fabricate. hand/e, install BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance trilh the follouing standartis: JOINT DETAII-S' by Truaml. ANSI?P! I l 'IVTCA I' - Wood Trurs C'ounrit oj'America Standard Design Responsibilities.'HA NDLINGINSTALLING AND BR4C'ING METAL PL1 TE C'ONNEC'TL• D IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 =- W RIEGO ROAD. ELVERTA, CA 95629 - (IIIB-91) and 71/8-91 SUAWAR YSHFEr by TPI. The Thus Plate Institute TTPI) is located at D'Onnfrlo Drive, Madison. Wisconsin 53719. fie Anterwan purest and Paper Association (APPA) is located at 1111 191h Street. NIV, Ste 800. 1Vashington, DC'10036. TOTAL 51.00 psf Seen T6.4.24 - 0 STANDARD --GABLE END DETAIL 12 VARIES MATCH CCM. TRUSS LEDGER MINIMUM GRADE i A A CORDS AND STUDS c� PER TRUSS DESIGN. I= ' CD X CON.INoUS BEARING AS REQUIRED SPAN TO MATCH COMMON TRUSS . . 4-10d NAILS MIN. 8d ®6" O.C.--�2-10d TYP. --1 2X4 STPLYWOOD. DFE LTHING 0 BLOCK 2' MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKERS @ 32" O.C., DO NOT -OVER CUT TOP 'aORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT S. STRONGBACK _T LEDGER GABLE END SIMPSON A34 OR ----Vl .. EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S- ® 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. / 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-0" O.C. SHALL BE ,PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED. .@ 24" O.C. NOTES: 1). 2X4 NO.2 OR BTR FOR LEDGER TAND ND WITH 3GBOdKNA WISED TOGETHER W/ 10d NAILS @ 6" O.C. 2). 2X4 LEDGER NAILED TO EACH S 3). 2X4 ST PE IFIED FOR TO EACH VERT. STUD STRONGBACK ARE/10d 2-10d BOXNAILS TOE NAILS. (0 131"DIAX3.0"LG) 4). THE 10d NAILS THIS DETAIL IS APPLICABLE TO- STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE. MET: 1). THE HORIZONTAL TIE MEMBER AT THE ERT OPENINGCSLALL B' BRACED @ 4'-0" MAX' FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR BUTTE COUNTY' 2). MAX MEAN ROOF HEIGHT IS 30. 3). MAX ROOF LIVE LOAD TO EBE 40 NGINEER IF PER ASQUANY QFOOT. ON°5.UILDING DIVISION* 4). PLEASE CONTACT TRUSS APPROVED TRU SWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS. CO 80907 (800) 322-4045 FAX -(7j9) 598-8463 C001003160 1/4/01. Users of Truswal engineering: The TrusPlusTM engineering software will correctly design the location requirements for permanent continuous :lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. - • In 'general, this bracing is .done by using Truswal Systems Brace=ltTM or a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to' the building per the building designer (See ANSI/TPI. current version). The following 'are - other options (when CLB bracing is not possible or desirable) -that will also satisfy bracing needs for individual members (not building system bracing): 1.. A Ix or 2x structurally graded "T" brace may be-nailedssoconly o flat if edge of the member with .10d common or box Halls if the member if two brace is required, or may be nailed to both edges o braces are required. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face -of: the member with 10d common or box nails 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. A14'i 0'm in length. um of 2x6 scabs are required for any member ex 9 Scabs) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination. of scabs and. "T" braces, or any other approved method, as specified;, and approved by the building designer. 1. EXAMPLES 2. eer if there are any questions UILDING [)I\ O Please contact a Truswai enginAPPROVED. M e:1meoflice\W nword%brace.new.lel BALANCE OF FEES SHEET DATE: PERMIT ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ , SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban _ El Medio North Chico Specific _ $ ' WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER RECEIPT NUMBER(S) NOTES K OTntCl fouREb — PA&IE-LS SO( PRlotz --V-o ally i tlSPEc-TrodS LEFT CCQR e�cTe o" ~ iro PR_au (!3 E— RESIDENTIAL PERMIT NO. _x041-410-053 BOWAN, LYNN 05-1595 3951 HIDDEN VALLEY RD, PARADISE Cont: GRND MNT SOLAR �� S ;, SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 31 D -E -S JOB FINALED Signature. CHECKED BY J=OK 0 = Not OK - riwDle =Not App . = Not Ready RESIDENTIAL. Date UNDE L2PR (Plans) OK except #'s o g -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. (3rnd.-/ P' 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. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Date 16. Insulation Date 44 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Pe it) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Single & Duplex) Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet tight -Shower Light -Spa Light 35. Smoke Detector 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation Date 38. Condensate Drain & Overflow, Size & Grade Date 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 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-Purlin-Roll Brac: Truss-Shting -Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance _ 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. 64M-es- 4es51. 51.Bdrm. Windows or Exiting Doors -Sill HL & 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 -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows 1 Date Cana 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 -Meth. 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. KR_ 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 -Meth. 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 D Yes 83. Following InstldJDrive 0 Yes O No/Walks O Yes 0 NcManters 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: J=OK 0 = Not OK - = Not Applicable . =Not Ready pfd M.®B'LE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water•, Location -Test -Easement Needed (Sketwh) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L W P LPG 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 4. Gas; MH Test -Demand -Valve 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 8. Gas and Electricity Tagged 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 10. License Decals 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Card B-1 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ti's Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements -Setbacks -Easements 7. Electric 2. Footings; Size -Spacing -Marriage Line 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Blocking 10. Roof; Shthg-Roofing 4. Gas; MH Test -Demand -Valve 11. Ext.; Steps -Doors -Landings 5. Electricity; MH Test 6. Water, MH Test Card B-1 Date Card B-1 Date 7. Water and Sewer Connected Date POOLS (Plans) OK except #'s 8. Gas and Electricity Tagged 1. Setbacks -Easements 9. Exits 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 10. License Decals 4. Elec.; Receptacles and Lighting, Distance-GFI 11. Verify #'s with Office 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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 ti'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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Z _ . - _ .... ...... a ,SCOUNTY OF BUTTEt 1£ ?! BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 i CORRECTION NOTICE OWNER e o- PERMIT NO. i t A routine inspection indicates that the following violations of Butte County Ordinances exist atI the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional . y <:I NC`1 rPL, IEC.S IMS-iA F_ -Y\ C�ITtIC)tiT' d.. VERT FIrAn is I.JI 1NSI`FYz`rcn7( Cif- . tS a 4 - F 1 Date -7 - D S Inspector t') 2 /A ti REV 4/05 Phone # y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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. BPO51595 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: 06/30/2005 APN: 041-410-053-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Numbea73 6 Site Address: 3951 HIDDEN VALLEY LN PAR `3U �Q1t"` VO S �) Map Index: Date: 171 Contractor: Description: ground mount solar OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BOWEN, LYNN permit to construct, alter, improve, demolish, or repair any structure, prior 4122 SE 74TH AVE to its issuance, .also requires the applicant for such permit to file a signed statement that he or she is licensedpursuant to the provisions of PORTLAND, OR the Contractor's State License Law (Chapter 9 'commencing with Section 97206 7000) of Division 3 of the Business and Professions Code) or that he or 503-774-4181 503-777-5499 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 applicant to a civil penalty of not more than five hundred dollars ($500.).): O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: DOSS CONSTRUCTION, GLENN 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 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 4911 VILLAGE DR sale. If however, the building or improvements are sold within one FOREST RANCH, CA 95942 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 530-342-1293 sale.). . O 1, as owner of the property, • amexclusively 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, Contractor: DOSS CONSTRUCTION, GLENN and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under, Article 3 of the Business and Professions Code 4911 VILLAGE DR FOREST RANCH, CA 95942 Date: owner: 530-342-1293 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: . Cl I have and will maintain a certificate of consent to self -insure for License #: 772530 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. lY I have and will maintain workers' compensation insurance, as ��'required Architect: 111 by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carder and policy number re: Carrier: Policy#: Total Square Ft: 0 S. F. ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 z, issued, 1 shall not employ any person in any manner so as to Census Code: ( / become subject to the workers' compensation laws of California, l� 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: / S i r(-- J%-LA(O7— / !/ Applicant: Z 0 � 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 perrmfis hereN issue riderthea plicabfe provisions of the Butte County C:odR and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to work indi ted abov for ich fees have been paid. r Name: BY Date: 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 state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. l Gf 17V �y�7 r Print Name: Signature: / Date: V/ b d 0 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.net\dds PERMIT NO. BPO51595 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 06/30/2005 APN: 041-410-053-000 the Business and Professions Code, and my license is in full force and effect. 6 License Class: License Site Address: 3951 HIDDEN VALLEY LN PAR _ fNumbe7ZJ5-3 Date: 0 Contractor: CO l4 VO S Map Index: Description: ground mount Solar OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BOWEN, LYNN - - permit to construct, alter, improve, demolish, or repair any structure, prior 4122 SE 74TH AVE 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 PORTLAND, OR the Contractor's State"License Law (Chapter 9'6ommencing with Section 97206 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis,tor the alleged. exemption, Any :, 503-774-4181 503-777-5499 violation of Section 7031.5 by any applicant for a permit subjects the 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 DOSS CONSTRUCTIONGLENN CONSTRUCTION, GLENN. intended or offered for sale (Sec. 7044, Business and Professions Applicant: , . , Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 4911 VILLAGE DR sale. If however, the building or improvements are sold within one FOREST RANCH, CA 95942 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 530-342-1293 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, Contractor: DOSS CONSTRUCTION, GLENN and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 4911 VILLAGE DR Date: Owner: FOREST RANCH, CA 95942 530-342-1293 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: . O 1 have and will maintain a certificate of consent to self -insure for License #: 772530 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. L5[ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number re: q / Carrier: `(� 3 Policy #: Total Square Ft: 0 S. F. ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: / become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:�-+- S rl ��yJ�i4— Applicant: 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 here issue rider thea plicable provisions of the Butte County Code anrvor I hereby affirm that there is a construction lending agency for the Resolutions to work 'nth ted abov for ich fees have been paid. performance of the work for arich this permit is issued (Sec 3097 Civ.) 6 .-- -O Name: By: Date: 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 8 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 1 have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte upon the above mentioned property for inspection purposes. �County �tooeenter Print Name: Lir f// V %�`%� rr Signature: Date: ❑ Owner ❑ Contractor 0 Agent for Owner Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF A PPLICA TION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Address ZS -3o Zcz.v.etto, Lo Last Name State dJ1 irst Name ] Address 4%& 0 RC� City arud, 'S -e. State Fax Zip Phone State License Number Fax E-mail CONTRACTOR Name Address ZS -3o Zcz.v.etto, Lo City �.�© State dJ1 Zip 96w/Z9 Phone S-6-10 Fax tqU - JM_/ E-mail Lic. # Class B APPLICANT NAME ARCHITECT/ENGINEER Name City C "0_0 Address Zip q 2.a City Fax ps, State Zip Phone Address Fax E-mail State License Number APPLICANT NAME Name S tcf" So c ksc9m^ Address 2.530 ?� nm.�� (��. L. i City C "0_0 State G Zip q 2.a Phone Ua� _SAO Fax ps, E-mail S�LOT7—� �t�tr �•�ta.�DQva�txe� C APPLICANT SIGNATURE X Jl'� C/ i For office use onI Zoning Flood Zone I SRA Fes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO BIN # LOCATION Al ,to Property Address ; - CityN G,. Cross Street WORKER'S COMPENSATION Policy Number 3 Carrier ��- If hiring anyone other than icense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: µms" L�tZ Z_ L( K0 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 fee will be 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 til permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received b Amount: �/ _ Bldg SRA Receipt #: Sheriff e6_ SMIP Date: G e -V Other / 7Total REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISfbN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax•(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: A�rwdnl ASSESSOR PARCEL NUMBER Proposed Building Use: t�AV A/0 /r/�N��� Permit Technician: �C Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '-Q N 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) Installation manual, including 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. Letter of intent for non-residential buildings \ ❑ 12. Hazardous Material Form �j IKj 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �-❑�j 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable �� 16. Fire Sprinklers............................................................................................ .bl 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........:.................................. ❑ 19. Erosion Control Plan Required......................................................................... 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. \ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: f 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:..t/...... Pit � ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form...........,............................................................. �� :................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept...:......................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ .37. Other: �-=7-- When issued Telephone Ste/ r O9f 5--a �10 and hold for pickup. Iaiave been infor ed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the abo items numbered: Plan Check Letter 2. Additinal items required Act _ on designer, owner, was advised of the above data by Vphone, ❑ mail, ❑ counter, by Date: (q- 99- 05 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: P ans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building ivisio COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecountv.net/dds DATE OWNER7.!//� 7v PROP ILDING USE �`"►�/ �,r64/Z- =ING ` 1. BUILDING PERMIT FEES 2 94 --- Balance Due ..................... --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$_ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER AT RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during tie plan checking process. APPLICANT DATE � Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 3/05) 5 L'liUc WCo Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: s Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: -e- 17 Date: )_-0 Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ol'Developr1e13t Se1VICCS 0 %JT7 0 7 County Center Drive O Oroville, CA 95965 ° ~ (530) 538-7601 Telephone ~�� ° (530) 538-7785 Facsimile_Z�W' BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. • 1 mn required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. 9 1 am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence. to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: 5 CO-T�- APN: 6 y I - `Y/o - 0S 3 Building site address: AA"5��''� �''� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 0 SIGNATURE OF APPLICANT DATE L Copy to Applicant/EH/File KForms/BldePermitwithoutClearances 020705 E.N. USE ONLY Piot Plan Attached Raw Plan Attached Sent to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t:� (-) P 1� M PI-5LAD - Alt 6 —T62 Owner Locatio AP# Plan Approved for: Sewage Dispos Water Supply: Public Private Well � Clearance for dwelling. Hold final for: Final clearance O.K. for: NOTE: Other A -M, /k — 0 4AII0A—, �' - Environmental Health Specialist 8/96 Date 1 F SITE PLAN REVIEW APPLICATION Date: ��0� AP# D Y/ •- V16P O5-3 Permit Number (if applicable) OV— 31 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address Telephone No.: 3 — 77.q Situs Address:�G� (�a✓� Proposed Use: Residential N New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory —sO� — Q ❑ 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): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) tC�t Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date 6/ q Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY 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 attached) • Flood Zone: It • Flood Panel No.: Q &W 7C0,5 %5G Index Date: (¢ lghr ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approvalmust 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 - ------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 02 f��. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front a0 Side Side Street Rear /Of 3o, 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 CA Applicable Development Fees: Standard Fees ❑; Fire �� , ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------ 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 ❑ 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 El Obtain a Lot Line Adjustment El 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 10 Subdivision Map/Parcel Mau: Map Date of Recording: .2 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page --.-/O/)(4 Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ 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. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa FN Page 4 of 5 C/ LI iz 0 0 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. CMArrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 OWNERS CERT/F/CArE I, WILLIAM 0. NICHOLS as owner of the land shown hereon,and ARCH NICHOLS, MARJORIE NICHOLS and BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, as co-.Irual ee. of the NICHOLS FAMILY TRUST of 1979, do hereby cacti I y. that we are the only persons chose consent ie necessary to pass clear title to said land and we consent to the preparation and recardalion of said map as shorn within the borderline. A 60' nonexclusive public easement for ingress and egress and for public util t tie. and to be reserved in deeds, and is hereby offered for i Olian to the County of Butte. WILLIAM D.NOLLSS CH NI (OLS, Co -Trustee MAFJO�E NICHOLS, Co -Trustee BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION Co-trustee a / BY yam 0 _ 1�..l...- Sbiiaa ALICE SY ES, Trust Officer OSDII CARLISLE, Trust Officer ACKNOWLEDGEMENT (Individual) STATE OF CALIFORNIA 1 COUNTY OF BUTTE).. s. On this day of , 198 before rte a Notary Public n and far tam state, personally appeared WILLIAM D. NICHOLS known to me to be the person whose name Is subscribed to the within instrument, and acknowledged that heexecuted the sane. WITNESS my hand and official seal. SURVEYOR I.S CERT/F/LATE This map was prepared by me orunder my direction and was compiled from ,vicard dale ond is based upon a Nem survey in conformance with the requirements of the Subdivision Map Act at the request of WILLIAM D. NICHOLS on APRIL 1 1977 . Thereby stale that this parcel map substantially conforms to the approved ar ...ditiornlly approved tentative map, if my. o�,PFESSfO,.(4 ( 1 EVERD A. MCCAIN R.C.E. 14203 No. 112.3 Y,w V1 crm NO r -r OF chil�O� A soils report for this PARCEL MAP was prepared December 14,1978 by Mc Cain A.socia to s, Chico, California. COUNTY SURVEYORS CERT/F/GATE This map has been examined this 1171! day of DAA6MAF0. , 19 �, for conformance with the requirments of the Subdivision Map Act and local Ordinance. The 60• onexclu sive easement offered for dedication is not accepted of thistime. lh.J yhc CLAY CASTLEBERRY P.C.E. 14224 CountySurveyor County Of Butte ACKNOWL £OGEMEW (Individual ) STATE OF CALIFORNIA) COUNTY OF BUTTE III— On this day o/ ,198_, Notary Public before me,a Notary Public M and for sold state, personally appeared ARCH NICHOLS and MARJORIE NICHOLS , known to me to be the persons whose name. are subscribed tothe within instrument, and ocknow lodged that they executed the same. WITNESS my hand and official seal. Notary Public ACKNOWLEDGEMENT (Corporation) STATE OF CALIFORNIA Iss COUNTY OF BUTTE ) Om'"/amu darot�dCr«6ed in the year /9iU be fore me 4c LC. 01� o Nolory PuD111'c in anp for said slate, personally appear dA4`eE SVKE! d.DJR3Ow'J. CrNUIrttE,known tome to be Me TRC Sr OfHcert� of BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, a corporation that executed the Corti Iiento hereon as co -trustees, known to me to be the persons who executed the certicote hereon an behalf of the corporation herein namait and acknowledged to me that such corporation'executed the same WITTNESS .,hand and official seal S 1'-- SDAL Lew tnwr ea ��kk�.� /l y� �!:� •lmuv Rita �(./O1r1�4I Q. <Y'�X ��� x� } n'Mr L• usl NoloryLVublic RECORDERS CERT/F/CArF Filed this /-Z' � day of —r!t ­�-- I , 1980, at 8:3q q .M. in Book 8/of Parcel Maps al Po9et11 J� AjyI K at the request of Mc CAIN ASSOCIATES County Recorder County of Butte By Deputy o Serial No. 'Yrl -7V Dated this /vY day of ne ro gam.¢ 19 d2 Signed and delivered in the presence of SUBSCRIBING W/rNESS STATE OF CALIFORNIA )es COUNTY OF ) On �e✓�Z, ZS '19 S_ before me, the undersigned,o Notary Public in and for the Slate at California, residing therein, duly eo sto�neydn a d sero in, peraonnally appeared' see•vr�, known tome to be the per a whose name is subscribed to the within instrument as a witness lh lire to, wha,b.ing by me duly sworn, dei s and soil: that he resides in the County of ,State of California, that he was pr` a one s e personally known to him to be the persona described i and whose nomel- 0subscribed to the within +- Instrument, execute the some; and that affiant sub- scribed hisname thereto aso witness to said execution.w,,,a„ owwus>nae..w.,,� �� P,c1r.l. scAL SMaPN ry� WITNESS my hand and official seal. dvm r wvmt' rawwwm�, Sig netts re 11rE•a•r Prinl•a PA CEL MAP BEING A PORTION OF SECTIONS 14, 15, 22 B 23, T. 21 N.', R.3 E., M. D. B.B M. BUTTE COUNTY, CALIFORNIA FOR WILLIAM D. NICHOLS INVML ASSOCIATES (9161 991-106! 0922 RIO RIO LIRpO sVENUC <HICO, ULI FORNm 95936 CONSULTING ENGINEERS - SURVEYORS SHEET I OF 5 AP M. 41 -e] -5e 16" II -4v-6 S. 1/16 C. C. COR. N 89.04' 14" E S. E. 1 /I6 e o n m - = °i R/W OEEDED TO BUTTECOUNTY - I BOOK 2577 O.R., PAGE 142 DATA INGRESS AND EGRESS AND FOA PUBLIC UTILITIES AND TO BE AE SERVED IN DEEDS. 0 3 PARCEL 1 Q 28.25 AC. . 8- 27.79 cJO / 381.08' R/W DEEDED TO BUTTE U N74°2142"E 33.66' • I/(�\ E%ITINO R/W LINE ..�\ V NOO.50 02 E V 345.54' / N89.46'30"E 9.92 N 10.23'20" E 204.89 I SEE DETAIL%-'� J SHEET 5 N89'46'30"E]: N6.0d NIO°23'20 E 97.92' N89.4fi 30"E 31. 2 3' Be E DETAIL SHEET 5 •t, ARC 2670.88' - i2sl.i N 89.04'14"E 24.20' 9. 1/16 COR. J tk 0 JW = SCALE 1"=200' h W PARCEL 3 oy NJ I x V 15 1114 F p. BR498 MON. L 9. 3634 22 23 A _12: NONEXCLUSIVE PUBLIC EASEMENT FOA a' BEING A PORTION OF SECTIONS 14, COURSE DATA INGRESS AND EGRESS AND FOA PUBLIC UTILITIES AND TO BE AE SERVED IN DEEDS. 1 CENTERLINE OF CLEAR CREEK COURSE BEARING DISTANCE .� J� %'\ A 1` a 14203 ��,, >} fi87.36' — QI NO5°0907"W 27.79 ' / 381.08' R/W DEEDED TO BUTTE 2O N74°2142"E 33.66' M. I/IB C.0 COR. BOOK 2577 O.R., PAGE © N' 1:4 E 321.79 BA'S/S OF BEAR/NGS N21°10'26"E 160.39' THE BASIS OF BEARINGS FOR THIS SURVEY 13 THE SOUTH 5 23' 31'26"E 136.37' PARCEL 6 LINE OF SECTION 15SHOWN A9 N B9°07'15"E ON THE RECORD p nes°13'04"E SI.79' 4U) OF S0RVEY FILED IN BOOK 47,AT PAGE 57, BUTTE COUNTYBQ 05° 52' CO" 426.37' �\\\`\\`\y\\ OFFICIAL RECORDS. BQ xeo•59 z9'E Soa.2e' 63.01' PARCEL MAP BOUNDARY NOI•5933"W 446.47' O ® N15. IS, 43"W 98.14' ([ ® N38°5B'4)'E 62.12' N20.42'55"E 229.SB' ® N52°OS'38"E IOT.39 a® N29°31'30 E 116.21' ® N II°38 35'E 118.22' ® N19°IB'39"E 63.40 ® x44°11'30"e 65.01' N55°30'43'E 111.32' PARCEL 5 PARCEL 15 14 1 Jap C0.[ 0 � 2 !^ 1 LOCAT/ON NAP NO SCALE LEGEND O SET 3/4" IRON PIPE TAGGED R.C.E 14203 FOUND MONUMENT AS DESCRIBED ° COMPUTED POINT,NOTHING SET 8.9. L. BUILDING SETBACK LINE SECTION LINE PARCEL BOUNDARY L.F.9.A. LEACH FREE SETBACK AREA LEACN AREA WIT. 3'MIM OF SGIL PROPERTY LINE A/W DEEDED TO BUTTE COUNTY A REA PARCELS I THRU 7 230.65 A4. R/W DEEDED TO COUNTY1.51 A4 TOTAL " 240.16 At. PARCEL MAP BEING A PORTION OF SECTIONS 14, 15, 22 a 23, T. 21 N., R.3 E., M. D. B. a M., N.E. 1/16 COR. 1 �® / <�QP�OFSI�Hq/f 959.99• .� J� %'\ A 1` a 14203 ��,, >} fi87.36' — J( N89.1036"E N89°1036 E _ _ 16'46.95' -� / 381.08' R/W DEEDED TO BUTTE COUNTY M. I/IB C.0 COR. BOOK 2577 O.R., PAGE 145 BA'S/S OF BEAR/NGS CURVE DATA THE BASIS OF BEARINGS FOR THIS SURVEY 13 THE SOUTH Q R L LINE OF SECTION 15SHOWN A9 N B9°07'15"E ON THE RECORD Q 04°97'00" 4040.00' 349.04 PROPERTY LINE AND R/W LINE OF S0RVEY FILED IN BOOK 47,AT PAGE 57, BUTTE COUNTYBQ 05° 52' CO" 4040.00' 413.66' PROPERTY LINE AND R/W LINE OFFICIAL RECORDS. © DO- 55' 45" 4030.00' 63.01' PARCEL MAP BOUNDARY PARCEL 15 14 1 Jap C0.[ 0 � 2 !^ 1 LOCAT/ON NAP NO SCALE LEGEND O SET 3/4" IRON PIPE TAGGED R.C.E 14203 FOUND MONUMENT AS DESCRIBED ° COMPUTED POINT,NOTHING SET 8.9. L. BUILDING SETBACK LINE SECTION LINE PARCEL BOUNDARY L.F.9.A. LEACH FREE SETBACK AREA LEACN AREA WIT. 3'MIM OF SGIL PROPERTY LINE A/W DEEDED TO BUTTE COUNTY A REA PARCELS I THRU 7 230.65 A4. R/W DEEDED TO COUNTY1.51 A4 TOTAL " 240.16 At. PARCEL MAP BEING A PORTION OF SECTIONS 14, 15, 22 a 23, T. 21 N., R.3 E., M. D. B. a M., BUTTE COUNTY, CALIFORNIA <�QP�OFSI�Hq/f FOR .� J� %'\ A 1` a 14203 ��,, >} WILLIAM D. NICHOLS McCAIN ASSOCIATES 19161091-1885 'P�ql ly P F `'0 GF CP� 492 RIO LINpG AV[XU[ CNICO, CALIFORNIA 95926 CONSULTING ENGINEERS . SURVEYORS SHEET 2 OF 5 AP M. 4I -42-J2 /650 I/-4/ - 6 N L.S 9RA98 MON 989°2735 E 2fiaS.2] W 989°2T 33 -2645.2J' ` L.4. 9834 (A-5) MON. um 141/0 CORNER N.E. CORNER 9ECN seG le RESOLUT/ON NOTES ,n F{ F0. 3/1' IRON PIPE OPEN IR -7) ¢ ALL SECTION B QUARTER SECTION CORNERS ., N•{ SHOWN A9 BEING HONORED BY THIS SURVEY ARE n CORNERS OF RECORD. THE, INTERIOR SIXTEENTH CORNERS WERE CALCULATED U91M0 THESE SECTION CORNERS. THE FOUND MONUMENTS DID 0 E.I/4CORNER 9EC.14 ® NOT APPEAR TO BE SET V91N6 THE 4EC TION FD. 1'1/4" IRON PIPE (A-$) 0 o I., STONE IN ROCK MOUND \ CORNER. AND THEREFORE WERE NOT HONORED OPEN 2687.27•IP-Dl = BY THIS SURVEY. 2886.58' 989°0]'01"E, 499°03'01"E -648.42' N 89°d• IY" E 2fi •1.09• 1333: YiYi I]3J.i8 _ 13E2.OS ISY2.OY wl SCALE I"°500• e o zOOI�IN alp COIm 0 N 8IN bai SEE DETAIL "0' SEE DETAIL "E" N 5.1/16 CC. I 3E.1/IB / s. v1s /z s.r. I/16 �QpOFF.:SIOpq! NOB°04"4"E 670.6?:—AC. : See°52'31�'E 1321.75 \ hQ`v '1•Mi., ry4: 13]8.44' 1335.41' \ 9 BB°SY'3t"ET Q: cnm. ,Q 1IIIh-� F WI „� SI OF CPUfO�� N I �l0o c; 9.W CORNER SEC. 10 O S.E CORNER SEC.II SEE DETAIL '4" PD. .BRASS MOM.(R-11(R-3) B.1/4 CORNER SEC.N IR 71 1 -8 \ L.S3634 O FD. BRASS MON. F4 BRASS NON. 9.1/4 COR. Y2 \6!819 OF BEARINGS E. I/I6 Z W.I/16 L.S. 2818 L.9. P843 \) 1R -111R -SI 15 ,a 9BB°4E•01'E / F0. SAM MON. L.S.) I 1489°07'13 E Y6TO.ES' 1321.48' 26IJ.S (R- 1) \ 1537.82 I]]T.81 22 230.74 860.74 132IA6 588°43'41"E! m b IUGlu �W OIs 1 ' 2 'o ?I NNr j SEE OE TAIL"B" EE DETAIL °C" u c A o «I N O N.I/I6 C.C. . E. 1/16 N.I/16 °g Z � = N. W. I/IB 134 .87• 15340.67' 66-.05' 65205' SBB°60'48"E yIW NflB°10. 36"E - / 2661.34' \ 58,6.50 46 1324.10' is4.10' �A olm oln 0 0 • 099m,, i zln of^_ 015 W 1/4 CORNER SEC 22 _ (R-6) (R-4) I R-21 I 8I PD 1-1/4'IRON PIPE S. 21410 NCR SEC. 23� E. se C. CORNER Z 843.73• �_I]1l.T3' 13-8.93' Z 3 9E C. 23 IJ28.72' NB9°IS SB"EST' - 1409°15'88"E EBB7. A6' 988°5B 29 E EB 81.53' (R ) FOUND BRA99 MON. 2853.06 860° S9 29 E 0__1 6 16 P 68l. TB' (A-11 LS 3634 IR -0 0 Rn 9.1/4 CORNER SEC. Y3 (R-0)RNER 9EC.27 I R-61 0 9.W. CORNER SEC. ES PD. BRASS MON. FD BRASS xON. o _ a, A 1/4FD. CORNER SEC 22 (P -BI _ fD. MAIL B TAO IX FD. BRASS MON. L.S. 2043 L9 2780 FENCE POST L.9. 5634 L.S. 2843 (RICE LEGEND O SET 3/1 IRON PIPE TAGGED R.C.E 14203 FOUND MONUMENT AS DESCR18ED ° COMPUTED POINT,NOTNING SET BE CTION LINE RESOLUTIDN BOUNDARY — LINE NOT TO SCALE (R -fit RECORD REFERENCE (SEE BELOW) RECORD REFERENCE- S, EFERENCER-I BN.66, MAPS, PG. 23 824, ----- LIPPINCOTT N-2 BX. 63, NAPS, P0. 60 881 ----- LIPPINCOTT R-3 BN. 53, MAPS, PG. 10 ----- ROPER R-4 BX. 47, MAP., P0. 45 ----- M°CAIN R-5 BN. 47, -APB, PG. ST ----- LIPPINCOTT R-6 BN. 33, MAPS, Pa. 69 ----- NP CAIN R-7 SN. 42, MAPS, PG. 6 ----- LIPPINCOTT R-8 BN. 37 MAPS, PG. 10 ----- LIPPINCOTT R-9 BA. 76 MAPS, P0. 64 ----- NAMBT PARCEL MAP BEING A PORTION OF SECTIONS 14, 15,22 a 23,T -21N., R.3 E., M.D.B.81 M., BUTTE COUNTY, CALIFORNIA FOR WILLIAM D. NICHOLS �` 412 A ASSOCIATES 191619919592 49t RIO t1H00 AVENUE CMM4 CALIFORNIA 959-6 CONSULTING ENGINEERS -SURVEYORS SHEET 4 OF 5 AP N0. 47.4E-52 1650 • O/-41 - B 41-7/-IEB 78 E%ISTINO R/W A • 04.57'00" / R• 404.00' LINE L=349.04' / O 2 I Imo_ °Oyr PARCEL I Q O \111 NS9°0%ISE S. COR SEC. 4 A=04°57'49" AaI .,.0, 1� \ .^-YL4•1� Rag010' L 83.01' 4.33' /Y 8.1/IB CC COR. \ FO. 2780 1 / L = 349.12' I Q 2810.33' 38.01 14"C l!. 2780 8B T I 1x50.12' /27.1p /� N/OOfN VALLEY V x 9 E N89 -01.15"E ROAD d=03.57'!1" PARCEL I D1F // Ra 4030' 1.278.8;' I � PARCEL 7 Q e m• d •OS°]2'00' I V � E%19TINo R/W LINE R = 404o.o0' I " DETA/L %" DETA/L "2" L = 413.61' B1 NO SCALE N 9CALE I • 30 B89°4830'V 10. 7' 4] 1___p CEL Y PARC.YL 6 m „^ pgRCEL 5 1- / 0 ]'J \ ^"Oj a to 0.91' Oil 10'36"E x I \ \ /PARCEL NeB°0]1E� IfiT.41 3 �69°42'm"W N/DOEN �4l -�x6B°4p'3B"E 1321.46\ \2 �" \ M68°SO'4;"W 60.13' o PARCEL 7 PARCEL BOUNDARY 968 60.?4 E 711.13' y I d e7°10'10 =m -PARCEL, 5 50.41- L 4 PA CEL_5 e, .m, pOAO 1 y :r R a 200' 60 \ O 5 +\ eA7 \ •,236.21" \l PARCEL 6 \1i d •10°52'!9' , L , 200 38.6!' fir^ 0 1 \ 12°39 l8' W f0"E O�r DETA/L "4" 64� I BCALE • 50 DETAIL "6" a0 SCALE I"•IOO' DETAIL "5" SCALE E I a i00 PARCEL i 0 PA9 CEL6 \ N.E�I6 COR / PARC.YL 6 m „^ pgRCEL 5 1- / 0 ]'J \ ^"Oj a to 0.91' Oil 10'36"E x I 338��'4 E .I.R I d' I L.I.L.9. ze43 ' 7.3' N.1/i6 C9 I / \ g x -�x6B°4p'3B"E x� � \2 �" \ M68°SO'4;"W 60.13' o PARCEL 7 PARCEL BOUNDARY '4- 1 / N.1/16 CC.COR 0 5 +\ eA7 DETA/L "B" DETA/L "C" SCALE 20 9CALE1'• 20' J "PARCEL I 5°]2'OCF LEGEND R 4040' SET S/4* IRON PIPE T.GGE0 R.CE 14203 VA:O L -13.66' FOUND MONUM E N T, 3/4' LR. L.S. 8843 FOUND MONUMENT AS DESCH IBEO ai- 6B: W -�x6B°4p'3B"E II 9.Bt \2 �" \ M68°SO'4;"W 60.13' o PARCEL 7 PARCEL BOUNDARY II / N.1/16 CC.COR 0 5 +\ eA7 JO' I \P4P.Y Cp fP9°IO C. k J "PARCEL f0"E DETA/L "4" 64� I BCALE • 50 a0 11-N89°483�'E 3L 2!' � \\ PARCEL i / 9.1BR/4 COR. 0.80 MONr 0.69' \ 1.9. Y)80 L.S N09°07'15" SEC. 15 I W 9E C. Y2 ! N O' / DETAIL "3" \ 21 PARCEL 7 / SCAL E 1"a loo' a \ +4. /16 CO\ PARCEL 2 A PARCEL DETA/L "D" NO SCALE DE TAIL "A" SCALE 1- • 20' co YdGFESSIO,v !!o. id293 Y .P,NjF OCPC �S\11/I6 COR. PARCEL M A P 121. Ta BEING A PORTION OF SECTIONS 14, 15,22 a 23,T.21 N., R.3 E., Ill M., / BUTTE COUNTY, CALIFORNIA �9��8°52�31'E a z 966° ;21. 75' 2RCEL 3 _ ".76 DETAIL "E" SCAL­E1 FOR WILLIAM D. NICHOLS — "I L ASSOCIATES 1916 1 9 91-1865 192 RIO LINSO (VENUE CNICO, CALIFORNIA 93926 CONSULTING ENGINEERS •SURVEYORS SHEET 5 OF 5 AP No 4/ -IP -3P /650 11"-6 I/-// - /6 B 7B LEGEND O SET S/4* IRON PIPE T.GGE0 R.CE 14203 FOUND MONUM E N T, 3/4' LR. L.S. 8843 FOUND MONUMENT AS DESCH IBEO 4 COMPUTED POINT, NOTHING SET SECTION LINE PARCEL BOUNDARY E%19TIN0 PENCE LINE p/�///J)// ////�ffA R/ROEEOED TO BUTTE COUNTY FOR WILLIAM D. NICHOLS — "I L ASSOCIATES 1916 1 9 91-1865 192 RIO LINSO (VENUE CNICO, CALIFORNIA 93926 CONSULTING ENGINEERS •SURVEYORS SHEET 5 OF 5 AP No 4/ -IP -3P /650 11"-6 I/-// - /6 B 7B AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2��5-002262 Recorded I REC FEE 7.00 Official Records I COPIES 2.00 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROKI:MARY DICKSON I Assistant I Andrew 09:10AM 21 -Apr -2005 I 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, pruning, 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: �(�►Z�Et_ I I /�5 -5NowN OuiHAi C'��il�ItiJ �7-e.cZ /naF /ZFCDADC.D j JJ i hFE C� r 1=I Cc O F THS l7� C-o!'z 17� R O F "THc G'.�JNT+; Oi- AUT%C SSR, -E or eALi7--c3A , oAjJ7�C'_�!hi3�� �5I >= MR?s j Date 1:3,-r PA!oz-- 5 /0 7-;q I-ZAJ /y , State of Gali€ereia o r'v r\ V"?t -yo County of !•+� �� ro rw�-- On before me, L.Sorti Lti1� j� LA DQ_ Eetjo Pir N 1J R L, personally appearedLtinnre.b�V personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signaturey Seal: A.P. # Qq -1- W0 -05--f OFFICIAL SEAL VICKI L. PAULSON NOTARY PUBLIC -OREGON COMMISSION N0.351811 MY COMMIS EXPIRES NOV. 12, 2005 .I BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP043172 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (630) 538-7541 ' LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/21/2005 APN: 041-410-053-000 the Business and Professions Code, and my license Is In full force and effect. License Class : License Number: Site Address: 3951 HIDbEN VALLEY PAR Date: Contractor: _— Map Index: Description: NSF(2112)GAR(768),COV(955) 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate 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: BOWEN, LYNN to its Issuance, also requires the applicant for such permit to file a 4122 SE 74TH AVE signed statement that he or she Is licensed pursuant to the provisions of the Contractors State License Law (Chapter 9 commencing with Section PORTLAND, OR 7000) of Division 3 of the Business and Professions Code) or that he or 97206 she Is exempt therefrom and the basis for the alleged exemption. Any 503-774-4181 503-777-5499 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civll penally of not more than five hundred dollars ($500).): O I, as owner of the property, or my employeeswith wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Applicant: BOWEN, LYNN PP Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does 4122 SE 74TH AVE such work himself or herself or through his or her own employees, PORTLAND, OR provided that such Improvements are not Intended or offered for 97206 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 503-774-4181 503-777-5499 proving that he or she did not build or Improve for -ft purpose of sate.). ' 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 Contractor: not apply to an owner of properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Conlraclbrs' Slate License Law.). O I am Exempt under Article 3 of a BusI and Professions Code �'»wner: Dale: License #: WORKERWCOMPSPISATION DECLARATION I hereby affirm under penally of FYerjury one of the following declarations: (� I 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 Architect: Is Issued.GALLAWAY ❑ I haveveand will maintain workers' compensation Insurance, as ASSOCIATES, RUSSELL. Engineer: - required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Insurance carrier and policy number are: Carrier: Total Square Ft: 3835 S.F. Policy rf: Valuation: $170,992.00 s$ ❑ 1 certify that in the performance of the work for which this permit Is Census Code: Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwitth� comply with those provisions. l�LI Dale: ' Applicant: WARNING: F I 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 for the This permit lyKareby IssueZtun.�dllohala Icable provisions of the Butte County Code and/or Resolullo to do work-InYllce far vyhlch s have been paid. I hereby affirm that there Is a construction lending agency performance of the work for which this permit Is Issued (Sec 3097 CIV.) By: Dale: Name: 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 19627.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ ❑ Attached are copies of the required E.P.A. notification forms. the' above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with I hereby certify that I have read this application, that and stale laws relating to building constructlon. I acknowledge It Is unlawful to alter the substance of any officlal form or document of Butte County. I hereby all county authorize representatives of Butte Count, to enter upon the above mentioned property for Inspection purpose Prlhl Name:L�1 •� L� b w ti - Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Bulldinn Permit 01-16-04 Pn 1 r4 -04 jm= 4 0?8f-58 TTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 1. "" OFFICE #: (530) 538-7541 117313 A FEE WILL BE REQUIRED AT TIME OF APPLICATION g3 r "PLEASE PRINT CLEARLY" J OWNER Last Name ' first Name L N /J Address .Ll City State Zip No State .7 aa Phone.,,),. 7 M I Fax b E-mail Lu APPLIC,4UT SIGNATURE X For office se nly: CONTRACTOR Name u ru—n.1 Address SRAes City No State Zip Phone State Fax E-mail w Lic. # Class APPLIC,4UT SIGNATURE X For office se nly: ARCHITECT/ENGINEER Name Flood Zone A SRAes Address , No Address LLQ City State Zip Zip w ti Phon Fax Phone ,,)g_( E-mail State License Number APPLIC,4UT SIGNATURE X For office se nly: APPLICANT NAME Name Flood Zone A SRAes WORKER'S COMPENSATION No Address ..i'3 a e:7 vo City Subdivision Name Stat Zip O AJ i� a iy Phone Fax GO'b— 7 I O 7 - E -mai W ESO u -Pa APPLIC,4UT SIGNATURE X For office se nly: AP# Zoning hE Z/1j Flood Zone A SRAes WORKER'S COMPENSATION No Occ. Ifhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO y7/ *% BIN P, --i3 LOCATION AP# Property Address City Cross Street VAUjEjj WORKER'S COMPENSATION Policy Number Carrier Ifhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Descri ion or Scope of Work: Sq. Footage v$F (;I l2 PR 76 8 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 fee will be 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. +2p I I 3b Recgive b : Amount: / Bldg I I Lim t/12'2. �' 4� SRA Receipt #: , / 360 Sheriff Li �� tJ0 -1 /_7 �b SMIP OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 ly / Other Total RCV /-L/-V4 SUBMITTAL & PERMIT REQUIREMENTS The.following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. r :� ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan,,(D) Tie down or fnd plans, all in duplicate. ❑ `7. " Metal bldg -s: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations In triplicate. (D) Floor plans in triplicate. _As,. ,3 _ All of these must be stamped and wet -signed by the engineer)Ff ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. LA ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. -' ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). u __ ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). = t _ �[ If you have questions or would like additional information regarding this process; contact a Permit Application Assistant at (530)538-7541. -� EXPIRATION OF APPLICATION r Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can oniy be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the .date of permit issuance for permits issued; however, ,on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 N ti C'7 I Nzj- O 00 I Butte County Department of Development Services 'VONNE CHRISTOPHER, DIRECTOR County Center Drive roville, CA 95965 30) 538.7601 Telephone 301538-7785 Facsimile �U T TF o o c0U N �y TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 srutherford d)buttecountv.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 11/2/2004 Applicant: lBowen, L nn Permit 04-3172 Project Type: NSF/Gar/Cov APN: 041-410-053 100% 70% Plan Check Fees $ 1,193.83 $ 835.68 $ 1,193.83 $ 835.68 WILLDAN Fee $ 835.68 Copies Attached: Qty Chk Application Site Plan Review ��. FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 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: LY k N 51w&�rj ASSESSOR PARCEL NUMBER (wo Proposed Building Use: / y S I'' Counter Technician: �y/Z775 Date: 1 L Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. tom' 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. iV6__�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. t�1t� 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 �❑/ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 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 .................. I........................ ........ ❑0. Erosion Control Plan Required......:................................................................. 2 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ................... *-` 23. California Department of Forestry plan approval aid. Sent by: GS !.!�i/® 11 x o4- r� 24. Planning approval (A) Use: tD[L(B)Parking: (C) Parcel Check: It 3O Oaf O 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. pn�//tfF 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 .......................................... 1 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 3 Letter of Signature authorization......................................:............................. 33. ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits. ...... ermits..........................:................. ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When i suey Telephone and hold for picku�p./ tlfhav�e been inforyed o the 6 sand requirements �for�obtaini buildingpermit. Applicant:2 CQ�� Date: o,1 I 1. Index permit ap lication for the above items numbered: Plan Check Letter 2. Additional iterg requir Q Contractor, designer, w , was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:'" .✓� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: _ Structural approved by:VVI I Date: Note transfer by: Date: Yellow: Building Division c - E.H. USE ONLY Piot Plan Attach d Floor Plan Attached Sant to G.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C� ti,,., "'�JA) . LLjt,), 1) �w �j ) — ) ) - - --r Owner Loc tion AP# Plan Approved for: Sewage Disposal, \ Water Supply: APublic Private We'lb, Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 menial Health Specialist Dat AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 X60105-12010E�2� -7 Recorded official Records County Of BU r I'E CANDACE J. GRUBBS Recorder ROSEi+ARY DICKSON Assistant 09:10AN 21 -Apr -2005 I REC FEE 7,00 1 COPIES 2,00 I I 1 I I I Andrew I Nage I 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, pruning, 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: SN,:.,wN C'-Ot�.vT , Gtr- Lam' U TTC oi: L' Gij--v izivia D c_% d7 esc'_�=rv►3C� /5 / Ci �'C� / JJ Date State of 42e forma a "T So r\ `V.'* County of On before me, "So r` L L.� personally appeared 11.-� t\ 0% :1 ® L^.Ie C\ ib- V k .N q\ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signaturey ��`�,dS- Seal: A.P. # Qq -1— W0-05-5 COUNTY OF BUTTE �>21o q DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE N 1% 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ Kvr --- Revised Plan Checking Fee.... $ CHOOL DISTRICT FEES at School District Office)) (f� v ilab after Plan Check) �`r 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$360— Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. # DATE V RECEIPT # (//,I 1/v f yi8goy (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. X $ Commercial (Sq. Ftg.).... = U J Sq. Ftg. Amt. 5. ' CREATION DISTRICT FEES Pu/7-Akm aid at Re atio District Office) (form available after Plan Check) PA� 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) %� 7. SRA FIRE INSPECTION AND PLAN CHECK FEE aid y 48 Building Division) 70�/ 8. WATER TENDER FEES BATTALION # I $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ (/ 16yv(/ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER / / � (/ DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durin P01he plan c process. jj APPLICAN DATE )I/ Pursuant to Govemmen`b4&de Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner rzcz (rev. 2/2003) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES [A NO[ ]. ---� 2. I HAVE[v Ir HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the followinP- person (firm) to provide the nronosed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: '= ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. SF I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: lU�✓ I C� �l NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you, should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, . you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. ` If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry, out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information . about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned C. Vie* C.B.O. , Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 o�PIST^^F-NT ° j �UTTF o 0 \\ 0 0 � c� U N' y A�QLIC Wo��9 Department C o u n t, J. Michael Crump, Director ®f Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination Systema (NPDES) Phase II Construction Storrs Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Description: A15">W Project Location and/or Parcel Number: �Y740�_� ME By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do.not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 11-i-c� Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 l N;�VWILLDAServing Public �N Date Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1233 Jurisdiction Job No: 04-3172 Assessor's Parcel No: 041-410-053 Description: Bowen New Single Family Dwelling Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies sheets Ithrough 11 dated 10-01-03 by Paradise Mountain Log Homes Inc., two (2) copies sheets S1 through S3 dated 07-16-04 by Russell, Gallaway, Associates. # Structural Calculations: Two (2) copies revision dated 01-25-05, by Russell, Gallaway, Associates -Donald Russell P.E. # Energy Calculations: Two (2) copies dated 05-28-04, by Marty Runnels. # Truss Calculations: Two (2) copies dated08-11-04 by Mark Wegener. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the.pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Q W I LLDAN . Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of'the 2001 California Building Standards Code found in the California Code. of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical''Code and abbreviated'herein as "CEC"' • Part 4, known as the Caltfoinia Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS I } 1 CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Type of Occu anc Type of I Construction Sprinklers Stories 1st Floor Sq Ft 2 nd Floor Sq Ft _ i .. { R-3 r V -N ' .: a No 1 2112 1N/a Ul V -N 1 'No 1 768 N/a Covered Porch V -N No 1 955 N/a CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. t 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS f Our plan review reveals no special inspection needs pursuant to CBC 1701. i Sincerely, Isaac Kuster Plans Examiner 4 Ce: Alice Mefford, E-mail: amefford@buttecounty.net Lynn Bowen, 4122 SE 74t' Ave;Portland, OR 97206, FAX (503) 777-5499 Email: BOWENAERO@juno.com. I .Page 2 of 2 Gordon Wright, P.E. Plan Check Engineer County of Butte Permit .Number 04-317? Wil.ldan 1?roiecc'timber 1435 ±-1233 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION: FORM (One form per Building) NJ School District —T)U V, Building 1Department No. - 0 7 d A.P. Number Jurisdiction: city County Property Owner Property Location/A Subdivision Lot No. .................. . .......................................... .... ..... . ......................... Sq. Footage ;z Residential Development No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ......... . ............................................................. ...................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) -"Com—merciii%Industrial"'I . "�- : New Department Representative - I District Identification No. 6 .2 9 41 (Including Exterior Roofed Areas) Date School District certifies that 'I AjFo f (Applicant) 1,q/.2 2 7q 4_/7'q -,It. 77 4 (Street Address) (Phone Number) )p -,i q 7a (City) (State) (Zip Code) ZZ by A?k7ge), has complied with the requirements of Resolution No. payment of $ IN representing square feet. JAB2926 $ IFULL MITIGATION $ 21 `7 School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposlitlon of the fen Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the dot; low are pall. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition ip of the fan In any court action. N. subsequent to the School Distrild Ropesiontative signing this Butte County Schools Impact Fee Certification Form, the fiehool District Is rrotllied by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CE04 this project mory be subled to additional school fen to fully mithip".1ts Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xIs (10/03)dm,m 0 1 . BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ;(DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) c4l ` LY /O— O Building Permit Number My (_7 a Property Owner (s) /_a kIO �jp(,y�� Project Location /Address Subdivision Name ra— sessable Sq. Ftge a I / ;), Type of Residential Development (check one) New Development ✓Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: /A,ta mAd,/ -, . - 64 l uilding Department Repres iv Date 0 FRRPD 0 CARD ❑ PRPDI DRPD certifies that: L U 10 n :81)(A) eJ�) C50 �) 7 714- Ll I g I Applicant Name Phone Number 'h 22s &G. 14 Ave- ?o-rfI ouA.d Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment of: Dwelling Units @ $ per unit for a total of $ O{-/- 10`7 at I ol, Square Feet @ $ (. q ( per sq foot for a total of $ o; 19 -1 1 - 9 a Remarks: Paid by Check No: _ Paid by Cash: I Rec)%Ao0and Park District Representative K:\FORMSWILDING FORMS\park-rec standard form rev Ldoc Receipt No: 02 I 19 / '– ZZ Date GROUND MOUNTED _ P.L. 1300,41' 33,"' Ll APPROVED Butte County Environmental Health at Signature'-) 0 e QSL � WIJ•E vSORME -of I J _-_-_-_-_-_-_-_-_-___---_-_-_---_-_-_-_- _--_----_-_-_---- ; --_-_-_-_-_-_-_-_-_- I C)C) N V LLEY ass t0' i j . j .�. ro. \0 WELL 1 � 1 \ 1/ i HOUSE ' 1 200 AMP SERVICE 1 1 , 1 ' , I � SOLAR DISCONNECT , (1 1 V I ' SEPTIC 1 -'�' - 1 1 1 �• 1 , I Y � I 1 1 1 1 �l I 't , t , I 1 1 - - APPROVED ... 1 Butte Coun I _ F�nvironmental ealth ' 1 ` � v / 1 � 1 ' Ignatur / t , 1 / I / 1 , 1 1 / 1 , t 1 , 1 / 1 / 1 1 1 - I 1 / 1 I 1 , 1 1 , - 1 1 , /i 1 I M t , 1 1 1 I 1 / - - - - - - - - - - - - - -------------------------------------L--------------------------------------- •----------------------------------------------------------------------------------------------------•-------------------0 PL-0-F- S� l2 REVISIONS BY June 16, 2005 � 1O N `� v ut to (Y - LU N 01:52 PM 0 x x Q LU © X d x X x June 16, 2005 SCALE: 1/4"•i' -C" DRAWN: DSJ JOB: SHEET OF3NEETS k j1\0 '/ / GROUND MOUNTED SOALR ARRAY WELL HOUSE 200 AMP SERVICESOLA M f P.L. 000.0 j D I S C O N I*I � EC 1t , ' Q ' ---� 1 i Z : SEPTIC NX E � V (Y-: ,¢�• LU i \\J7 � � , 1 �.. _ , gii / i 41 i (y) / rvr ON BUIW NG PLOW ROV& ass to' --� ' - , �. ILJIJ N V I -Lt!! T- t�e-TJ -------------------------------------------------------------------------------------------------------------------------- D PARS 4 P P R c REV1510N5 115y 1rr � xu ID l to 1Q in � N u O tu � 01:52 PM Lu O m z 0 z x X O X X X Lu X z X Juane 16, 200$ a.cA .1=: im"-V-O° DRAWN: D6J sw S4 -IFFY ori awmTs CONC PIERS TYP OF 6 EACH 5 FT 1 5 FT ----- -----------i. •-------------- ----- ------------ .-------------HI -- --• i l 1 1 t ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1• 1 1 1 1 1 1 1 1 1 1 t l 1 1 1 1 1 1 ,1 1 I I 1 1 i t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1. •1 11 1,1 1. Y Y 11 N 1i Y •1 4 PANELS PER RACK, TYP 6 CONC PIERS PER RACK TOP VIEW FRAME/ CONC FTG LAYOUT TYP I 1-7/8" OD x .065" ZINC PLATED TUB E N M Self Tapping Hex Head (Min 2 Per Cap, Typ) a- 0 Z C.0 .• :. :., Z 00 Z SOLAR FRAME 1 7/8" PRESSED STEEL M#2417 EYE TOP, W/ 2— #10 x 3/4" SELF TAPPERS NAT. GRADE 6" #3 REB AR (BOWEL 9" MIN, TYP AT 3" CLEAR TO SOIL (TYP) B FRAME MOUNT CONC FTG TYP 9" MIN, TY Isofoton 150 Watt --Generator Solar Panel 1-1/2"x3" Alum Brackets ® 18" O.C. Frame>Tubing CWB Attached To Solar Panel WITH 2— #10 x 3/4" Self Tapping Within 5" Of Each End 5 FT O.C. TYP June 17, 2005 ccZ G ;M W 6" #3 REB AR (BOWEL 9" MIN, TYP AT 3" CLEAR TO SOIL (TYP) B FRAME MOUNT CONC FTG TYP 9" MIN, TY Isofoton 150 Watt --Generator Solar Panel 1-1/2"x3" Alum Brackets ® 18" O.C. Frame>Tubing CWB Attached To Solar Panel WITH 2— #10 x 3/4" Self Tapping Within 5" Of Each End Solar Panels in Series, Not to Exceed 2400 Watts 16) 13P SX -1108 Watt PV Modules 0 in One Series String Not To Exceed 18 Panels O2.8 KUJ PYP 2800-240 STAR Inverter DC >240V AC Not To Exceed 450 V DC With CEC Approved internal Meter ODua] Pole 15 Amp Breaker OArray Disconnect Min 6OOVDC/12ADC Square D P/N 1-1361R8 Or Equiv, 5 External, Visable, amd Lockable Disconnect, Min 120 VDC/125ADC O CUTLER HAMMER P/N 0G224NRK, OUse 010 AWG If Run ;Exceeds 120 Ft, OUse 010 AWG If Run Exceeds 80 Ft. SO Owner KW Meter A/C None Resetable 9) Typical Utility Main Service "131-0irectional" Meter t3ulle COU^i IA %ILDING DEPAPCT ft'r. 4PPRovir- REVISIONS 5 FT O.C. TYP June 17, 2005 :..:.. A.A. PANEL FOUNDATION CROSS SEC TION, TYP Solar Panels in Series, Not to Exceed 2400 Watts 16) 13P SX -1108 Watt PV Modules 0 in One Series String Not To Exceed 18 Panels O2.8 KUJ PYP 2800-240 STAR Inverter DC >240V AC Not To Exceed 450 V DC With CEC Approved internal Meter ODua] Pole 15 Amp Breaker OArray Disconnect Min 6OOVDC/12ADC Square D P/N 1-1361R8 Or Equiv, 5 External, Visable, amd Lockable Disconnect, Min 120 VDC/125ADC O CUTLER HAMMER P/N 0G224NRK, OUse 010 AWG If Run ;Exceeds 120 Ft, OUse 010 AWG If Run Exceeds 80 Ft. SO Owner KW Meter A/C None Resetable 9) Typical Utility Main Service "131-0irectional" Meter t3ulle COU^i IA %ILDING DEPAPCT ft'r. 4PPRovir- REVISIONS June 17, 2005 4 � 3 Q w Z 44 v A� q 0 N 0S5 4 WRQ 0 RSC June ll, 2005 2:01 PM SCALE= 3/16" BY: D SCOTT JACKSON JOB: SHEET C1 OF SHEETS l by solar X-17-oBI 170 Watt Photovokaic Module High -efficiency photovoltaic module using silicon nitride multicrystalline silicon cells. Performance SX170B Rated power (P,,,,,) 170W Power tolerance t 9% Nominal voltage 24V Limited Warranty, 25 years Configuration SX 170B Bronze frame with output cables and polarized Multicontact (MC) connectors SX 160B Bronze frame with output cables and polarized Multicontact (MC) connectors Electrical Characteristics' SX170B SX 1608 Maximum power (P,,.,)3 170W 160W Voltage at Pmax (V4 35AV - 35.OV Current at Pmax (I,,,,,) 4.8A 4.6A Warranted minimum P,,,,, 155W 145W Short-circuit current (I,,) 5.OA 4.8A Open -circuit voltage (V c) 44.2V 43.8V Temperature coefficient of I,, (0.065±0.015)%/ •C Temperature coefficient of V c -(160±20)mVPC Temperature coefficient of -(0.5±0.05)%/ •C power NOCT (Air 20•C; Sun O.akWW 47±2•C wind 1m/s) Maximum series fuse rating 15A Maximum system voltage 600V (U.S. NEC & IEC 61215 rating) Mechanical Characteristics Dimensions Length: 1593mm (62.8") Width: 790mm (31.1") Depth: 50mm (1.97") Weight 15.0 k9 (33.1 pounds) Solar Cells 72 cells 0 25m x 125mm) in a 6x12 matrix connected in series Output Cables RHW AWG# 12 (4mm2) cable with polarized weatherproof DC rated Multicontact connectors; asymmetrical lengths-1250mm (-) and 800mm (+) Diodes Integralus"" technology includes Schottky by-pass diodes integrated into the printed circuit board bus Construction Front: High -transmission 3mm (1/8t" inch) tempered glass; White back; Encapsulant: EVA Frame Anodized aluminum alloy type 6063T6 Universal frame; Color: bronzt 1. Warranty: (ower output for 25 years. Freedom from defects in materials and workmanship for 5 years. See our website or your local representative for full terms of these warranties. 2. These data represent the performance of typical SX 170/160 products, and are based on measurements made in accordance with ASTM E1036 corrected to SRC (STC.) 3. During the stabilization process that occurs during the first few months of deployment, module power may decrease �by up to 3% from typical R„u.. TM 4MrPR0 V ©dP Solar 2005 4037-v4 2/05 Quality and Safety ESTI ESTI power measurements calibrated to World Radiometric Reference through ESTI (European Solar Test Installation at Ispra, Italy); Certified to IEC 61215 Listed by Underwriter's Laboratories for electrical and fire safety (Class C fire rating) Qualification Test Parameters Temperature cycling range -400C to +850C (-40'F to 1850F) Humidity freeze, damp heat' 85% RH Static load front and back (e.g. wind) 50psf (2400 pascals) Front loading (e.g. snow) 113psf (5400 pascals) Hailstone impact 25mm 0 inch) at 23 m/s (52mph) SX 1706 IN Curves •Q.0 I I JJJ, —i w„�s wrrw hM � 4 4.0 AI "'� nrx , w 3.0 —wec , Geek View 60122A 1D.05 2 �12MM t1l.11 U ' 2.0 1.0 2 , , 0.0 MCC" 1 - 0 20 40 so t 1 SO= MC GMt Voltage (V) Module Diagram Dimensions in brackets are in inches. Unbracketed dimensions are in millimeters. Overall tolerances t3mm (1/81 1583 N2.71 I I JJJ, —i w„�s wrrw hM � 4 rhe AI I A C1ghft 2pm2/Yerli0137.N Geek View 60122A 1D.05 2 �12MM t1l.11 2 MCC" 1 SNV"A•A 12J 51X9.510.31 Mw^"� t 1 SO= MC GMt �S 321112.71 201011 eltiw MM { 5-Ventbn SME CoLr�m 11 p.tt1 Mr, erwv 15i 12! A� Included vAth each module, self -tapping grounding screws, instruction sheet,tidcDfi(e� (�� PP n9 fl n9 P 6 >` C_ . " V Nets This publication summarizes product warranty and specifications, which are subject to change without notice. '``Yj'"' by solar 4I. 0810 Solar 2005 4037-v4 2105 2.3.e Connecting Communications (Optional Step) t.. PV Powered has designed a revolutionary software program, the PVP Command Center. The Command Center will track the status and efficiency of energy generated by the PV panels and processes real-time data generated by the StarInverter. The PVP Command Center requires Windows 98 or higher operating'system and a .NET Framework. To connect the communications and load the software follow the steps outlined below (Refer to Figures 18 through 23): 1. Hardwire the communications cable to the communication terminal, or plug in the D -sub cable to the serial port. Figure IS: 'C ishibution board PV Powered LLC 16 11 -1E -2E-504 2.3.c Connecting DC Wires/PV Panels WARNING: Before proceeding with the DC wiring, completely cover the surface of all PV -arrays with dark material to avoid the production of electrical current. WARNING: Make sure the polarity and the PV panel voltage between the + and the - cable connectors of the PV panels are correct. Then connect the panels to the DC terminal block on the power distribution board. Figure 14: PV open dreult voltages. To wire the DC inputs from the PV panels to the StarInverter (refer Figure 15): Note: Each DC input connection must carry the same input voltage. The StarInverter allows up to three connections for both the_+ and the - pole. 1. Calculate the maximum open circuit (no load) for each series panel connection. FOR ALL TEMPERATURE CONDITIONS, THE OPEN CIRCUIT VOLTAGE FOR EACH SERIES CONNECTION MUST TOTAL LESS THAN THE OPEN CIRCUIT VOLTAGE INDICATED IN FIGURE 14 FOR THE CORRESPONDING STARINVERTER MODEL. Review your panel's data sheet for operating temperature ranges. 2. Keep track of the array positive and negative leads and mark them clearly. 3. Route the PV array leads through the far right opening in the StarInverter. h 4. Connect each series positive DC lead to the positive terminals of the power distribution board. E . ij PV Powered LLC 13 11 -1E -2E-504 The total impedance of thegrid plus the interconnecting AC wires should be less than 1.25 Ohm. WARNING: Make sure the main 120/20x/240 V breaker at the circuit breaker panel is switched off before you`connect the AC terminal. block. To wire the StarInverter to the main utility grid, follow the steps outlined below (refer to Figure 13): 1. Run the conduit from the main breaker panel to the bottom of the StarInverter and insert the fitting in the center opening of the StarInverter, fastening with a locking nut. 2. Feed the LINE, LINE 2/NEUTRAL and GROUND wires through the conduit and Into the center opening of :the StarInverter. 3. Connect the GROUND wire to the terminal marked `earth ground' inside the StarInverter. 4. Connect the LINE 2/NEUTRAL wire to the terminal marked 'line 2/neutral' inside the StarInverter. 5. Connect the LINE wire to the terminal marked 'line' Inside the StarInverter. 6. Ensure all connections are wired correctly and properly torqued.:Tighten the terminal block screws to 0.5 Nm. fi 11 -1E -2E-504 1) Insert PVP Command Center CD into the CD -Rom drive. 2) Follow the instructions on your screen. 4. Once the software is installed, click on the StarInverter icon. This will bring up the main window. 5. Click on File>New Inverter to bring up the Communication Setup Dialog Window. If you will be monitoring your inverter locally (see figure 20): 1) Select None under Remote Mode. 2) Select an available COM porta 3) Click on Apply. If you or others will be monitoring your inverter remotely (see figure 211: 1) Select Server under Remote Mode. 2) Select an available COM port (this may be selected automatically for you). 3) Your IP Address and Port under Local Server (Server Mode) should automatically be displayed. 4) Note the IP Address. 5) Click on Apply. If you are monitoring your inverter from a remote location (see figure 22): 1) Select Client under Remote Mode. 2) Select an available Com port (this may be selected automatically for you). 3) Under. Remote Server (Client Mode) enter the IP Address and Port of the host Server (noted above). Figure 20: Communication Setup Dialog screen in Local mode. PV Powered LLC 17 Figure 21: Communication 5erup Dialog screen In Server mode. 11 -1E -2E-504 Figure 22: Communication Setup Dialog screen In Oent mode. Figure 23: PVP Command Center Data Logging Screen PV Powered LLC lE 11 -1E -2E-504 -_ — - Figure 12: AC and PV Grounding 2.3.b Connecting the StarInverter to the Electrical Grid Inside the StarInverter are two circuit boards: ♦ The Control Board ♦ The Power Distribution Board with a D -sub socket or an optional terminal block ` for communications to a personal computer and: • The AC connection terminal • The DC connection terminal • The Internal AC grid fuse(s) - WARNING: For continued protection against risk of fire, replace only with same type and ratings of fuse. For models PVP1800 and PVP2800 use only Littelfuse 326020 20 AMI. 250V AC. For model PVP1100 use only Litteifuse 326015 15 AMP 250V AC. PV Powered provides overcurrent protection on the Power Distribution Board with two 20 • AMP fuses for models PVP1800 and PVP2800 and with one 15 AMP fuse for model PVP1100. (See warning above). Overcurrent protection Is also provided with the optional AC DC Disconnect Box available with the PVP1100 and with the included DC/GFI circuit breakers on the PVP1800 and PVP2800. Additional overcurrent protection for the inverter's AC output is provided by circuit breakers at the breaker panel. t The StarInverter is connected to the electrical grid using 3 wires - the LINE, LINE 2/NEUTRAL and GROUND. Please Note: To avoid an increase in AC voltage to unacceptable values while the StarInverter is connected, the grid impedance value at the connection point should be as low as possible. By keeping the grid impedance value low, higher system efficiency will be achieved. PV Powered LLC 11 11 -1E -2E-504 2.3.a Grounding _ ♦ A single point ground connection is located in the lower right hand side of the StarInverter cabinet. The PV panel grounding wire is terminated there. The AC ground connection is terminated next to the Line and Line 2/Neutral connections on the circuit board. The PV ground Is bolted to the cabinet with a 1/4-20 bolt. (Refer to Figure 12.) ♦ Figure 11 includes schematic representations of the PVP1100, PVP1800, and PVP2800 single point grounding. The front cover is grounded through the two cover mounting screws. Figure 11: System Block Diagram showing single point ground point PV Powered LLC 10 --- - --- 11-1 E -2E-504 ( k 3.0 OPERATION 3.1 Start, Up Procedures for the StarInverter WARNING: Before turning on the StarInverter ensure that the front panel is closed properly. WARNING: The heat sink can reach temperatures in excess of 1580 (700C). Care must be taken to not touch the heat sink when in use. Nothing should be placed on top of the heat sink. Starting up the StarInverter requires the following steps in the order Indicated below: 1. Turn the AC breaker ON. 2. Verify that a red LED light is illuminated. 3. Verify that communication is established with the PVP Command Center (software on PC). This is an optional step. 4. Remove the dark cover from the PV panels. S. "r .. that the PV panel open circuit voltage is at'or below the level specified in Figure 14. 6. -. 7. IT IS RECOMMENDED THAT YOU ATTACH A PADLOCK AT THIS TIME TO PREVENT UNAUTHORIZED ACCESS OR DAMAGE TO THE INVERTER. 8. After 5 minutes, the StarInverter will start to produce power into the AC grid If all necessary operating conditions are met. d :: • :: Y' xuab VDC 10 yFIt i 901:1904.!0 VDC p s .ff ff .. System Block Diagram Figure 11: System Block Diagram showing single point ground point PV Powered LLC 10 --- - --- 11-1 E -2E-504 ( k 3.0 OPERATION 3.1 Start, Up Procedures for the StarInverter WARNING: Before turning on the StarInverter ensure that the front panel is closed properly. WARNING: The heat sink can reach temperatures in excess of 1580 (700C). Care must be taken to not touch the heat sink when in use. Nothing should be placed on top of the heat sink. Starting up the StarInverter requires the following steps in the order Indicated below: 1. Turn the AC breaker ON. 2. Verify that a red LED light is illuminated. 3. Verify that communication is established with the PVP Command Center (software on PC). This is an optional step. 4. Remove the dark cover from the PV panels. S. Check the polarity to make sure the + and - are wired correctly and confirm that the PV panel open circuit voltage is at'or below the level specified in Figure 14. 6. Turn the DC breaker ON. 7. IT IS RECOMMENDED THAT YOU ATTACH A PADLOCK AT THIS TIME TO PREVENT UNAUTHORIZED ACCESS OR DAMAGE TO THE INVERTER. 8. After 5 minutes, the StarInverter will start to produce power into the AC grid If all necessary operating conditions are met. PV Powered LLC 19 11 -1E -2E-504 3.2 LED Indicator Lights/Vacuum Fluorescent Display 3.2.a LED Indicator Lights (Model PVP1100) The StarInverter PVP1100 displays 7 LED indicator lights visible through the upper left corner of the front panel. Refer to Figure 24. These lights will indicate the PVP1100's status and real-time output power into the AC Grid. If the PVP1100's operating environment is safe to produce power into the AC grid, the "OK" (Green) LED is illuminated. If at any moment the operating environment moves outside the safe operating limits, governed by UL 1741, IEEE 519, and NEC 690, the "FAULT" (Red) LED Indicator will be illuminated. The StarInverter is continuously monitoring: 1. The AC grid connection to ensure the AC voltage and frequency levels are within safe operating limits (per UL and NEC specifications). 2. The DC PV panel Input(s) to ensure safe operating conditions (per UL and NEC specifications). 3. The PVP1100 itself to ensure only safe operating conditions exist within the PVP1100's operating environment. I If all 3 conditions are met the inverter will illuminate the "OK" (Green) LED. If any one of the operating conditions is not met there is a fault and the PVP1100 will Illuminate the "FAULT" (Red) LED. The "FAULT" (Red) LED will Illuminate when the PV panel voltage is not within safe operating limits. This will occur at sunset, when the inverter will turn off for the night. It may also occur when clouds reduce the amount of sunlight, or when the panels are covered with snow. Anytime the level of sunlight is too low to produce 90 volts of DC input (the low end of the PVP1100's operating range) the inverter will tum off. This ensures only safe and clean (low distortion) power is being generated. When the panels are once again exposed to enough sunlight, the PVP1100's auto -start feature will begin, and after 5 minutes, the "OK'o (Green) LED should illuminate. If the "FAULT" (Red) LED continues to illuminate when there is sufficient sunlight for operation, verify all wiring connections are solid. See Section 4.0 Troubleshooting. If the PVP1100 Command Center is communicating with the inverter, the exact operating conditions can be determined in real-time. PV Powered LLC 20 11-18-2E-504 2.3 Electrical Connection Do not proceed with the electrical connection of the StarInverter until it has been properly mounted. WARNING: Make sure the main 120/208/240 volt breaker in the main utility breaker box is switched OFF before wiring the StarInverter. This breaker should be switched ON only after all wiring has been completed as set forth in this manual. WARNING: Follow the order listed below in wiring the StarInverter. Failure to do so may result in hazardous voltages or disconnection of contacts. Terminal connections for the StarInverter are located inside the Inverter on the circuit board at the bottom of the box. Solid wires up to 8 AWG (6mm2) and flexible wires up to 10 AWG (4mm2) are accepted by the AC terminals. Wires up to 6 AWG are accepted by the DC terminals. CAUTION: The input and output circuits are isolated from the enclosure. System grounding, when required by Sections 690-41, 690-42, and 690-43 of the National'Electric Code (NEC), ANSI/NFrA 70-1999, Is the responsibility of the installer. Figure 10: Communications, AL ano UL pvres. PV Powered LLC 9 11 -1E -2E-504 If Installing the PVP1100 with the optional AC DC Disconnect Box, see step 2.2.b. If installing the PVP1100 without the AC DC Disconnect Box or if installing the PVP1800 or PVP2800, please proceed to section 2.3 Electrical Connection. PLEASE NOTE: Leave the inverter cover off to allow for electrical connection in section 2.3. 2.2.b Attaching the OPTIONAL AC DC Disconnect Box* *NOTE: Certain utility companies require this equipment per regulations. If you are unsure of these regulations, contact the utility provider. If the Disconnect Box is not required, proceed to section 2.3. 1. Attach the optional StarInverter AC DC Disconnect Box as depicted in Figures 7 through 9. Holes are threaded for four'10-32 screws at the top of the AC DC Disconnect Box. Place the screws through the holes in the bottom of the PVP1100 and into the top of the Disconnect Box. 2. Tighten the four screws to a torque value between 2.0 and 2.5 Nm. Figure 7: AC DC Disconnect Dox PV Powered LLC Figure D: Location of screw holes for AC DC Disconnect Dox Figure 9: Installed AC DC Disconnect Dox 8 11 -1E -2E-504 M1100 Utility Interactive Photovoltaic Inverter UL usuer zoR PV Powered LLC www.PVP6"r4 m 3.2.b LED Indicator Lights/Vacuum Fluorescent Display (Models PVP1800 and PVP2800) LED INDICATOR LIGHTS The StarInverter PVP1800 and PVP2800 displays 2 LED indicator lights visible through the upper left corner of the front panel. These lights will indicate the StarInverter's status. If the StarInverter's operating environment is safe to produce power into the AC grid, the "OK" (Green) LED is illuminated. If at any moment the operating environment moves outside the safe operating limits, governed by UL 1741, IEEE 519, and NEC 690, the "STAND BY" (Red) LED indicator will be illuminated. The StarInverter is continuously monitoring: 4. The AC grid connection to ensure the AC voltage and frequency levels are within safe operating limits (per UL and NEC specifications). 5. The DC PV panel input(s) to ensure safe operating conditions (per UL and NEC specifications). 6. The StarInverter itself to ensure only safe operating conditions exist within the operating environment. If all 3 conditions are met the inverter will illuminate the "OK" (Green) LED. PV Powered LLC 21 11 -1E -2E-504 If any one of the operating conditions is not met there is a fault and the StarInverter will illuminate the "STAND BY" (Red) LED. The "STAND BY" (Red) LED will illuminate when the PV panel voltage is not within safe operating limits. This will occur at sunset, when the inverter will turn off for the night. It may also occur when clouds reduce the amount of sunlight, or when the panels are covered with snow. Anytime the level of sunlight is too low to produce 120 volts for the PVP1800 or 180 volts for the PVP2800-208 (200 volts for the PVP2800-240) of DC input (the low end of the StarInverter's operating range) the Inverter will turn off. This ensures only safe and clean (low distortion) power is being 'generated. When the panels are once again exposed to enough sunlight, the StarInverter's auto -start feature will begin, and after 5 minutes, the "OK " (Green) LED should illuminate. If the "STAND BY" (Red) LED continues to illuminate when there Is sufficient sunlight for operation, verify all wiring connections are solid. See Section 4.0 Troubleshooting. If the StarInverter Command Center is communicating with the inverter, the exact operating conditions can be determined in real-time. VACUUM FLOURESCENT DISPLAY The vacuum fluorescent display will indicate the StarInverter status and real-time power output into the AC Grid. This display will provide the following information: • AC power produced in real-time • PV input in real-time Total Output as kW -hr • Greenhouse gases saved in lbs If a fault has occurred, the display will also provide a fault code that corresponds to a set of defined faults. Please refer to Section 4.0 Troubleshooting. 3. Remove the front cover of the StarInverter by unscrewing the two cover screws located on the bottom of the inverter. (The PVP2800 will have four cover screws located on the front and bottom of the Inverter.) 4. Attach the lower mounting bracket, being careful not to damage the heat sink cooling fins. See Figure S. Figure 5: Underside of StarInverter and Lower Mounting Bracket 5. Carefully bring the inverter right side up and hang it on the upper bracket. 6. Verify inverter is level. Seal the upper mounting holes on the inverter with RTV. 7. Mark the locations of the lower mounting bracket holes. Drill holes into studs or install wallboard anchors as necessary. 8. Screw in the bottom screws of the bottom bracket to anchor the bracket to the wall. Refer to Figure 6. PV Powered LLC 22 11-18-28-504 PV Powered LLC Figure 6: Mounted StarInverter with Mounting Brackets in place. 7 11-18-28-504 2.2 Mounting the StarInverter The StarInverter should be mounted vertically to a flat, solid surface such as wallboard, concrete or wood siding. The inverter should be located in close proximity to the solar panels to minimize the DC wire length. The two mounting brackets provided make mounting the StarInverter quick and simple. There is one bracket for the top and one for the bottom. The two screw holes in each bracket are 16 inches apart. Once the wall studs are located, anchoring the brackets becomes an easy task. WARNING: Prior to drilling holes to mount the StarInverter in the location selected, ensure there are no electrical wires or plumbing in the area. Y CAUTION: The National Electrical Code (NEC) requires that the inverter be connected to a dedicated circuit with no other outlets or devices connected to the same circuit. See NEC Section 690-64(b)(1). The NEC also places limitations on the size of the inverter and the manner In which it Is connected to the utility grid. See NEC Section 690-64(b)(2). CAUTION: To reduce the risk of fire, connect the PVP1800 or PVP2800 only to a circuit with 20 amps maximum branch -circuit overcurrent protection in accordance with the National Electrical Code (NEC), ANSI/NFPA 70. The PVP1100 must be connected to a circuit with 15 amps maximum branch -circuit overcurrent protection in accordance with the National Electrical Codde (NEC), ANSI/NFPA 70. 2.2.a Steps to Mount the StarInverter 1. Locate the wall studs in the desired location and mark upper mounting bracket screw holes. 2. MAKE SURE BRACKET IS LEVEL. Drill holes for the screws through the holes on the bracket. Use heavy-duty molly bolts or anchors if mounting into drywall only. See Figure 4. 4 4.0 TROUBLESHOOTING If the StarInverter's "STAND BY" LED remains red for a prolonged period (longer than the 5 minute timer required by code), and all of the operating parameters are within specification (see system specifications), the AC breaker or AC disconnect should be turned to the OFF position for 1 minute and then returned to the ON position. If the DC and AC voltage levels are within specification, the red "STAND BY" LED will not be illuminated. The green "OK" LED will be illuminated and the inverter will produce power after 5 minutes. If the red "STAND BY" light remains illuminated, double-check all connections and voltage levels. If the red "STAND BY" light is still illuminated,. contact your authorized dealer/distributor for product support. In addition to the above fault indicators, the PVP Command Center software will indicate system status. If a fault has occurred, a fault message as well as the corresponding code will be displayed. The vacuum fluorescent display (models PVP1800 and PVP2800) will provide the following codes when a fault has occurred: First Code: PDPA FAULT 0x8000 power module generated fault VOLTAGE FAULT Ox1000 Code 3 will contain further information GROUND FAULT 0x0400 LOW POWER FAULT 0x0200 array power too low for max power tracking CPU LOAD FAULT Ox0100 software overload OVERCURRENT FAULT 0x0040 PRECHARGE FAULT 0x0020 HEATSINK TEMP FAULT 0x0004 AMBIENT TEMP FAULT Ox0001 Second Code: Ox0000 will always remain zero Third Code: (Voltage Faults) PLL FAULT 0x0400 AC voltage sensing missing per UL AC OVERVOLTAGE FAULT 0x0200 AC UNDERVOLTAGE FAULT --0x0100 AC FREQUENCY FAULT 0x0080 DC UNDERVOLTAGE FAULT 0x0020 array voltage too low DC OVERVOLTAGE FAULT Ox0010 P15 FAULT Ox0002 +15V supply out of specifications PS FAULT Ox0001 +5V supply out of specifications As indicated above, there are three 16-bit codes assigned to describe faults, one of which will always remain zero. More than one fault can be represented at a time. This will be indicated by a fault with a code equal to the sum of the individual faults. 11 -1E -2E-504 PV Powered LLC 23 11 -1E -2E-504 PV Powered LLC 6 , For example: EX 1: Fault Code 1000 0000 0480 The first code indicates this is a voltage fault of some kind. The 4 in code three indicates a PLL fault. The 8 in code three indicates the AC frequency was out of bounds. FSC 2: Fault Code 8004 0000 0000 The 8 in the first code Indicates a power module fault. The 4 in the first code Indicates a heatsink over temperature fault.. WARNING: These servicing instructions are for use by qualified personnel only. To reduce the risk of electric shock, do not perform any servicing other than that specified in the operating Instructions unless you are qualified. PV Powered LLC 24 11-18-28-504 k 2.0 INSTALLATION 2.1 Selecting a Location for the StarInverter In choosing a location for the StarInverter, consideration should be given to the following criteria: ♦ The heat sink temperatures can exceed 158 degrees (7011 Q. The StarInverter must be installed so that the top of the unit is not expected to be contacted by persons. ♦ The StarInverter is suitable for installation both indoors and outdoors and the enclosure has been given a NEMA 3R rating. ♦ When the StarInverter is installed outdoors, It should be shielded from rain and direct sunlight, if possible. ♦ The StarInverter is designed to handle the temperature extremes of most climates. The operating and non-operating ambient temperature range is from -250 C to 404 C. ♦ The following clearances are recommended for proper placement of the StarInverter: • A minimum 36" clearance between the bottom of the inverter box and the ground. • A minimum 12" clearance above the inverter, box for ventilation. A minimum 8" clearance around the side of the inverter, box so that all Warning and Caution labels are clearly visible and able to be easily read. Visibility of the operating LED's and display located at the top front of the inverter box should also be considered. ♦ If the StarInverter is to be installed in an enclosed cabinet or closet, external ventilation must be provided to allow for sufficient heat dissipation. ♦ At all times, air circulation around the inverter box must be sufficient. PV Powered LLC 5 11-18-28-504 PVP1100 5.0 SPECIFICATIONS Option 1 Use the optional PV Powered AC DC Disconnect. Option 2 Use the optional PV Powered AC DC Disconnect with a utility grade meter. Option 3 Use a second party AC and DC Disconnect. ; x Utility Grid iCMMCUM O'tNn *1 M s I @ WF : CGnnecMen Figure2: Starinverter PVP1100 Connection Options PVP1800 and PVP2800 Option 1 Use the DC/GFI Circuit Breakers located inside the inverter. Option 2 Use the DC/GFI Circuit Breakers inside the inverter with a utility grade meter. Option 3 Use a second party AC and DC Disconnect., Utility Grid Figure 3: Starinverter PVPI800 & PVP2000 Connection Options PV Powered LLC 4 11-18-28-504 100VDC ;. 360VDC 45OVDC 90-18OVDC 120-36OVDC 208:1BOVDC-39OVDC 240:20OVDC-39OVDC 14A 15A 15A 15A 15A 15A 106V -132V 106V -132V 200: 183V -229V 240: 211V -264V 59.3Hz-60.5Hz 59.3Hz-60.5Hz 59.3Hz-60.5Hz 120V 120V 200V or 240V 60Hz 60Hz 60Hz 11.5A 15A 14A 15A 15A 15A 15A 20A 20A 1100W 1000W 200OW 95% 9S% 97.6% Aluminum -NEMA 3R to UL 50 Standards Aluminum -NEMA 3R to UL 50 Standards Aluminum -NEMA 3R to UL 50 Standards 13.1"x 6.5'x 19.75" (with optional AC DC Disconnect -13.1" x 6.5" x 26.75 13.1" x 6.5" x 19.75" 15" x 7.5" x 21.75" 38lbs 46lbs 74lbs Natural Convection Natural Convection Natural Convection 0% to 100% Condensing 0% to 100% Condensing 0% to 100% Condensing -250C to +400C -250C to +400C -256C to +406C Conformal Coating per UL Standards Conformal Coating per UL Standards Conformal Coating per UL Standards UL 1741, IEEE 519, IEEE 929 NEC 690 UL 1741, IEEE 519, IEEE 929 NEC 690 UL 1741, IEEE 519, IEEE 929, NEC 690 11 -1E -2E-504 6.0 LIMITED WARRANTY PV Powered, LLC provides a limited warranty that covers defects of your StarInverter caused by material or manufacturing faults. The warranty period is for 10 years and begins on the date of purchase by the original end user. This limited warranty is made only to the original purchaser of the StarInverter, and is not transferable to any subsequent owner. PV Powered will, at its option, repair or replace the defective component(s) free of charge, provided that you notify PV Powered of the defect during the warranty period and have a dated proof of purchase. PV Powered reserves the right to inspect the faulty component(s) and determine if the defect is due to material or manufacturing flaws. PV Powered also reserves the right to charge for service time expended if the defect is not due to material or manufacturing flaws or is not for some other reason subject to this limited warranty. PV Powered does not warrant its products from any and all defects or damage caused by: • Normal wear and tear - E • Shipping or transportation damages • Improper installation • Exposure to unsuitable environmental conditions, including but not limited to damage due to lightning strikes • Unauthorized or abnormal use or operation • Negligence or accidents • Material or workmanship not provided by PV Powered or its authorized service centers This warranty also does not cover costs related to the removal, installation, or troubleshooting of your electrical systems. PV Powered will, at its option, use new and/or reconditioned parts in performing warranty repair and in building replacement products. PV Powered reserves the right to use parts or products of original or improved design in the repair or replacement. If PV Powered repairs or replaces a product, its warranty continues for the remaining portion of the original warranty period or 90 days from the date of the return shipment to the customer, whichever period expires later. All replaced products and all parts removed from repaired products become the property of PV Powered. PV Powered covers both parts and labor necessary to repair the product, and return shipment to the customer via a PV Powered selected non -expedited surface freight carrier within the United States and Canada. EXCEPT FOR THIS EXPRESS LIMITED WARRANTY, PV POWERED EXPRESSLY EXCLUDES ALL WARRANTIES WITH RESPECT TO THE STARINVERTER, EXPRESS AND IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTY OF MERCHANTABILITY, THE WARRANTY OF FITNESS FOR PARTICULAR PURPOSE, AND ANY WARRANTIES THAT MAY HAVE ARISEN FROM COURSE OF DEALING OR USAGE OF TRADE. TO THE MAXIMUM EXTENT PERMITTED BY LAW, PV POWERED'S AGGREGATE MONETARY LIABILITY TO THE CUSTOMER FOR ANY REASON AND FOR ANY AND PV Powered LLC , 26 11 -1E -2E-504 k 1.0 INTRODUCTION The PV Powered StarInverter is a utility interactive inverter for photovoltaic (PV) systems. The StarInverter is tied to an electrical source provided by the local utility company (i.e. on -grid), as well as to the photovoltaic system. The StarInverter contains everything needed to convert the DC voltage generated by the solar arrays into the AC voltage required to power a house. Because the inverter is tied to a local utility source, if a house's electrical needs exceed the power generated by the solar arrays, the house automatically taps into its local power supply for that additional electricity. Likewise, if a house does not utilize all the power generated by the solar panels, the inverter actually reverses the flow of electricity (i.e. electricity is fed back into the grid). Think of it as accumulating credits of electricity with the utility for future use. The information contained within this manual will provide all the information necessary for successful installation and use of the StarInverter. . Product Features Command Center Software Revolutionary software developed by PV Powered establishes a new industry standard for ease of use. Monitor the status and efficiency of energy generated by the PV system on screen and in real time. Easy Installation The custom designed mounting brackets and easy -to -follow instructions make installation simple and quick. Figure 1: PVP Command Center Simple, Innovative Design Everything needed to power up the StarInverter is contained within the inverter box, including AC and DC connections and circuits. Low part count keeps costs down and simplifies the installation and troubleshooting processes. Safety Features The StarInverter is designed for safety. Control power comes from the utility grid, ensuring that power can never be generated during a utility grid failure. The output stage transformer guarantees isolation of the utility grid and PV modules. Expandability The StarInverter is designed with growth in mind, from residential to commercial use. Most PV system configurations can be accommodated. System Flexibility There are three connection options available with the StarInverter. These options vary depending on your model. See Figures 2 and 3. Refer to your local utility provider for specific connection requirements per regulations. PV Powered LLC 3 11 -1E -2E-504 • IMPORTANT SAFETY INSTRUCTIONSALL CAUSES OF ACTION, WHETHER IN CONTRACT, TORT OR OTHERWISE, WILL ` NOT EXCEED THE AMOUNT PAID TO PV POWERED FOR THE STARINVERTER. PV [POWERED WILL NOT BE LIABLE TO YOU UNDER ANY CAUSE OF ACTION, WHETHER IN CONTRACT, TORT OR OTHERWISE, FOR ANY INDIRECT, SPECIAL,INCIDENTAL, This product has been engineered and manufactured to ensure your personal CONSEQUENTIAL, OR PUNITIVE DAMAGES, EVEN IF PV POWERED safety. Improper use may result in potential electrical shock or burns. Please HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. THE PRICE FOR read and follow all instructions for Installation, use and servicing of this product. THE STARINVERTER AND PV POWERED'S OBLIGATIONS UNDER THIS EXPRESS LIMITED WARRANTY ARE CONSIDERATION FOR LIMITING PV POWERED's LIABILITY. SAVE THESE INSTRUCTIONS— This manual contains important IF THIS PRODUCT IS A CONSUMER PRODUCT, FEDERAL LAW DOES NOT ALLOW instructions for the StarInverter model numbers PVr1100, PVP1800 and AN EXCLUSION OF IMPLIED WARRANTIES. TO THE EXTENT YOU ARE ENTITLED PVP2800 that must be followed during installation and maintenance of the TO IMPLIED WARRANTIES UNDER FEDERAL LAW, TO THE EXTENT PERMITTED BY StarInverter. APPLICABLE LAW THEY ARE LIMITED TO THE DURATION OF THIS LIMITED WARRANTY. SOME STATES AND PROVINCES DO NOT ALLOW LIMITATIONS OR CAUTION: EXCLUSIONS ON IMPLIED WARRANTIES OR ON THE DURATION OF AN IMPLIED WARRANTY OR ON THE LIMITATION OR EXCLUSION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION(S) OR EXCLUSIONS) ♦ All electrical installations should be done in accordance with local electrical codes MAY NOT APPLY TO YOU. THIS LIMITED' WARRANTY GIVES YOU SPECIFIC and the National Electrical Code (NEC), ANSI/NFPA 70. LEGAL RIGHTS. YOU MAY HAVE OTHER RIGHTS WHICH MAY VARY FROM STATE TO STATE OR PROVINCE TO PROVINCE. IN THE EVENT OF A DISPUTE BETWEEN ♦ Before connecting the StarInverter to the electrical utility grid, approval must be PV POWERED AND THE CONSUMER COVERED UNDER THIS WARRANTY, THE granted by your utility company. Only qualified electricians should make the CONSUMER AGREES TO RESOLVE ANY SUCH DISPUTE USING BINDING ARBITRATION. connection. IN THE EVENT OF A DISPUTE BETWEEN PV POWERED AND ANY PURCHASER : ♦ When exposed to light, PV -arrays create electrical energy that could cause a COVERED UNDER THIS WARRANTY, TO THE MAXIMUM EXTENT ALLOWED BY hazardous condition. To avoid this, completely cover the surface of all PV -arrays LAW, THE PURCHASER AGREES TO RESOLVE ANY AND ALL SUCH DISPUTES with opaque (dark) material before wiring them. USING BINDING ARBITRATION IN ACCORDANCE WITH THE RULES AND PROCEDURES OF THE AMERICAN ARBITRATION ASSOCIATION. THE PRICE FOR ♦ The StarInverter contains no user -serviceable parts. Refer servicing to qualified THE STARINVERTER AND PV POWERED'S OBLIGATIONS UNDER THIS EXPRESS service personnel. LIMITED WARRANTY ARE CONSIDERATION FOR THIS BINDING ARBITRATION PROVISION. ♦ Do not touch the heat sink located at the top of the StarInverter. Temperatures If your product requires troubleshooting or warranty service, contact your installer or can exceed 158 degrees (700 C). dealer. If you are unable to contact your dealer, or the dealer is unable to provide service, contact PV Powered directly at: supportftypowered.com Return Procedure Before returning the product directly to PV Powered, you must first obtain a Return Authorization Number from PV Powered. The product must also be shipped prepaid. When you contact a PV Powered representative, please have the following information Please read all safety warnings and instructions before ready: beginning the installation or operation of the 1. The serial number of the product StarInverter. 2. The reason for the return 3. A copy of your dated proof of purchase SAVE THESE INSTRUCTIONS when you return the product to PV Powered, PV Powered advises that the original packaging or equivalent be used and that the product is shipped fully insured. PV Powered is not responsible for damage to the product due to improper packaging. PV Powered LLC 2 11 -1E -2E-504 - - ---- -- -- - -- - ---------- PV Powered LLC 27 11 -1E -2E-504 --- — _ --- _---- - PV Powered LLC 2E 11-18-28-504 PV Powered LLC 1 11 -1E -2E-504 On the packaging please include the following: } _ TNumber ' StAanverter 1. The Return Authorization supplied by PV Powered clearly marked on the outside of the box. PVPi.1OO, PVPI8QO and PVP28OO 2. A return address where .the product. can be shipped. - ;Table of Contents 3. A telephone number where you can be reached during business hours. 4. A brief description of the problem. IMPORTANT SAFETY INSTRUCTIONS 2 , Ship the product prepaid to the address provided by your PV Powered representative. 1.0 INTRODUCTION . 3 2.0 INSTALLATION 5 - Information About Your System Note the following information for your records and retain your dated proof of purchase: 2.1 SELECTING LOCATION FOR THE STARINVERTER 5 2.2 MOUNTING THE STARINVERTER 6 Serial Number 2.2.A STEPS TO MOUNT THE STARINVE1tTER 6 Purchased From 2.2.B ATTACHING THE OPTIONAL AC DC DISCONNECT BOX 8 2.3 ELECTRICAL CONNECTION , g Date of Purchase 2.3.A GROUNDING 10 2.3.B CONNECTING THE STARINVERTER TO THE ELECTRICAL GRID 11 2.3.c CONNECTING DC WIRES/PV PANELS 13 2.3.1) CONNECTING THROUGH THE OPTIONAL AC DC DISCONNECT Box 15 2.3.E CONNECTING COMMUNICATIONS 16 3.0 OPERATION 19 3.1 START UP PROCEDURES FOR THE STARINVERTER 19 3.2 LED INDICATOR LIGHTS/VACUUM FLUORESCENT DISPLAY 20 3.2.A LED INDICATOR LIGHTS (MODEL PVP 1100) 20 3.2.B LED INDICATOR LIGHTsNACUUM FLUORESCENT DISPLAY (MODELS PVP 1800 AND PVP2800) 21 4.0 TROUBLESHOOTING 23 5.0 SPECIFICATIONS 25 6.0 LIMITED WARRANTY 26 PV Powered LLC 2E 11-18-28-504 PV Powered LLC 1 11 -1E -2E-504 c • .r EVERGREEN DEVELOPMENT X530 Ste. B, Zanella Way Chico, CA 45928 (530) 8945590' Delivering Tomerrovis Solar Technology ... Today rrr.w.r�,lle 160 SW Subbe wt Lm #208 I" IN IM2 chem 541-312-3832 • fu 541-3M2348 www.nmmritcom Bou'JqVA