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HomeMy WebLinkAbout063-340-015r, ' NOTES •� PERMIT NO. 5 C E CO CAJ 1 r t i RESIDENTIAL 063-340-015 03-0050 - LAMBERT, MICHAEL - 4 W't' DOE MILL RD., CHICO CdNT: STEVE SCHUSTER NEW SINGLE FAMILY-MAS9-49 oaf J ,7 'i J . h SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ/ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY i,. FFICE COPY rr+ j Address i GAS DaAv- Meter By9 ELECTRIC j _ Meter By — - Date J ' ..i JOB FINALED (Date) / _ Signature , J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. - Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. - Wood Awn.; Posts- Beams-Rftrs-Con nectors 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 J=OK' 0 = Not OK NotlApplicable RESIDENTIAL (Single .& Duplex) = Ap . =Not Ready / Date tjHbE_W0QRj15_1ans) OK except #'s t ain; ils-Elec. Grnd.-/ /" Ftg. Depth t rage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth tg. rhes & Decks; Soils -Steel-/ /" Ftg. Depth to s, Main; Steel-Blockouts-Wrapped - /6a..— 6Wd Downs and Special Anchors . / 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 Tei. ,. _.. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground - 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation' • '" Date Card B-1 _ Date Card 6-1 Date y 1 Card B-1 Date - Card B-1 Date PLU NG (Permit) OK except #'s IV W6ter Htr.: Vent -Access -Combustion Air Baffle - 9' .W.V.; Test Fittings & Anchor -Nail Protection 10 M -20. $hower Pan; Test, First Floor -Tub Access , Gas Pipe; Sixe & Anchors Fire Sprinkler; Test Date _ O, Card B-1 Date Card B-1 Dater Card B 1 Date Card B-1 Date ELE RACAL (Permit) OK except #'s • a „�,,.e P. Tr.�nni..rme. (`le.�.onne_Inc o..,�e..��.,.. & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs 8CC.J. Equip. Ground made up w/Mech Fasteners -Bond Gas &Water pliance Circuits in Kitchen & Conductor Siie GFI bfeed Wire Size /g or AI-A.C. Wire Size/ /ga Cu or Al •: Range Circ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated N0tral ❑ Yes ❑ No 92" Se ice -Riser Conductors & Ground Main Disconnect " flip. Clearances Panels-Motors-Mech. Equip. 30.0`CI es Closet Light -Shower Light -Spa Light 41'S'moke Detector Date_ . Q 3 Card B-1 _ Date Card B -i ` Date' Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s C. Ducts Insulation & Support nt Fan, Exhaust above insulation ' .Condensate Drain & Overflow, Size & Grade _ M. F rnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date ,1 5 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s 41,00rqills Proper Materials & Anchors f 21 IIs Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing A' W.Praft Stop in Walls (rat proof) �Ktire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAM G (Continued) fingers -Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. -45.�ireplace Ties or Type A Flue -Fireplace Throat Clearance W. Atqc Access; Size & Romex Protection -Draft Stop -Ins. Baffles 1 rm. r Exiting Doors -Sill Ht. & Dimensions `r ge Fire Protection Framing -RC Channel W.',Vogerty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits emirs; Width -Headroom -Rise -Run -Landing -Fire Protection . "-PlywooqpwRoof Overhang -Attic Vents -Rafter Outriggers 57. g -Nailing Veneer ` Stu co Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. azing Area -Glass Protection -Skylights -Plastic ;07'P . Shear Is; Nailing -Bolts 61. ce Interior/Exterior Wall Panels I ation-Walls-Ceilings Infiltration -Walls -Windows Date/_', I . f) -T Card B-1 t , Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings W. S oke Detector . Fuurrnace Vents -clearance -Comb, Air-Connector- �Itf Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels airs & Rails . Fireplace or Stove, Clearance -Hearth Z2eolElec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i ara e; Above Floor-Mech. Protection I .; Elec. & Mech. Equip. Listed for Location !pc. Receptacles in Garage (FF.I.)-Romex Protection 0 n ulation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps -02. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Y ptfowing Instld./Drives ❑ No/Walks es ❑ No/Planters ❑ Yes ❑ No tucco Brown -Finish 85 .C. Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ter Well, Disconnect, Electrical, Plumbing tvtxterior Elec. Trim, G.F.I. Receptacle -Underground aS.,ejptilation Throughout House GI ss Protection Cwrrections from Previous Inspections as Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted _ .&fes Fire Sprinkler Dat Card B-1 Date Card B-1 Date lh p Card B-1 Date Card B-1 Date;-. Card B=1 Date Card B-1 Comments at Final: - rY=- LOERIE INSULATION GO., INC movt,n r Km utx r irp.^ i c 1 t> (4 u LA 1 L.%-- `� CH c C*.) � ter- - • • • 1. ROOF MaiwlW Brand Name Thickness 0"h") TMm-W ReWslm(R-Vatue) 2. CEILING On or NOW Type F BnIts Brand Name Johns Mannite Thiclmm (irxss) > 3 Thermal RoWdwm (R -Value) !_Dose Fm Type Brand Name Johns MwAs Contradarfs min. Ingum vwwWft gA- a,. Mk*mrrn Tt**nees . Nllarttrfeaursr's w*M Per square loot to adgm T m"d Rssistarrce Vsko) 3 EXTERIOR WALL Wleuhlebet{pas■Bel 4. RAISED FLOOR 8. &AS FLOOR / PERIMETER • MaWNW / Brand Nam Johns Mmm tYe ThonnW Re*ance (R-ValuaL \ Brand Name Thermal Read WM (R -Value) Tess Thsm1N I W, D"* !L FOUNDA WAIL Brand N (I►whes} 1'.,•• .all.1 the ae uumomw on Reser (R -Value)__ . 1 i r. "T TV �'-' f'"-'•'fi t. �'t;. '; '^ . . .i • ` .-.. 71 } C M� ► W. • • u 'A- ENGINEERED WOOD SYSTEMS ME Certificate of Conformance Certificate 054084 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 2���G��P o Rqr� J'��••: SEAL 3 iy ti, • ••�,'�i;sH IN G� Oma`•` ,let►..•. by �// M�. I Thomas G. Williamson Executive Vice President Ate, y2�lkw ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 ENGINEERED WOOD SYSTEMS Certificate of Conformance Certificate .054084 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 0 00%, , 0 1ft?4.,,,� , • c i SEAL. 3 iu' C43 40 • •",�V 4z i;sHIN IIIis%% Y -,"fL � A&, % Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 96411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 ENGINEERED WOOD SYSTEMS I oil Certificate of Conformance Certificate 054084 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verity conformance to industry standards for lumber grade and glueline bond quality. by — 4i. _� WL - Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 Jun 27 03 09:55a ENVIRONMENTAL HEALTH JUN 2 7 2003 CHICO, CALIFORNIA TO: FROM: SUBJECT: p.1 E.H.USF C�1LY �� fon gRecnod l I c•I( c r Building Department Environmental Health Sanitation Clearance IC/0� Owner :Location AP# Plan Approved for: Sewage Disposal.>K Supply: Water Su I Public ><, Private Well Clearance for 4we4jpq. Other Hold final for: Final clearance O.K. for: NOTE: - %�cTfr�1�e/��Y / Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico,, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ol'- ossa OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pl ase contact this office immediately. 1 / % f C V��C e ( (S/' GGV� '� , � o u V Date � '-0 Inspector REV 10/92 COUNTY OF BUTTE T BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE r 144 005 0 NER —7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Alf. P.I- 0 &�' 41 I,,\ �C= A 6 / I',- �� a �. � , � a Date_ Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If youhave•any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C Date /�� / /fy 5 Inspector REV 10/92 COUNTY OF BUTTE ............. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 - 7 County Center Drive • Oroville, CA • (530) 538-7541 , CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above add ss and should be corrected. Please notice this office when correction of work Is comple If you have,,any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. ^ Date P/0� Inspector O Ad Q11.0 REV to/9 - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 41 i ERVICES411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE n�-off OWNER PERMIT NO. A routine inspection Indic tes that the following violations of butte county Ordinances exist at the � above address and uld be corrected. Please notice this office when correction of work is completed. If ave any questions pertaining to this matter, or need additional explanation, r. please co ct this office immediately. 3 i< r , ` ,. !1 z- /1' < /&j REV 10/92 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 —TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. ,�� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING / / t?n e , t_ /• OWNER J PHONE NO -a. OWNER'S ADDRESS -7 S S�� '' LOCATION OF BUILDING lDqLl dr2:,_ USE OF BUILDING SIZE OF STRUCTURE /j 'X '=1�L Q FT. TYPE OF CONSTRUCTION: WOOD FRAME _�_ STEEL CONCRETE OTHER (Specify) TYPEF SIDING ROOF OVERING FLO R TYPE ee ESTIMATED COST OF CONSTRUCTION $ --- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: f y �j �J 4s-� FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. / Date -- l -r' -1Z-63 Signature of Owner. c� Permit Fee - $60.00 The ab ve described AG Building is exempt from a bui Receipt No. i5O ! � - FO D I PARC Man er Building Division ,I By /�s ille White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant rmit. Date 70S COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT n -00 3 ASSESSORPARCEL NUMBER ')r,3-340-015 ZONING BUILDING PERMIT OWNER TELEPHONE - 4190 SQ. FT. OCC. BUILDING VALUATION 4054 R 218091 6.00 OWNER'S MAILING ADDRESS 3- 1219 U 21P942.00 CONTRACTOR'S NAME STEVE SCHUSTE—R TELEPHONE S94-02-94 674 C 8!1762.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1164-50, ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93-00 B LDING D Energy Plan Checking Fee $ $ PERMIT FEE $ 1 n p LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 141 7.00 0�00, 0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.001 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW STNGT F FaMTT Y Gas piping system 1 - 5 outlets 15.0019-00 Building sewer 15.0019.00 Mobile Home S G W @20.00 PERMIT FEE S _" MA STED A7 -b9 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AoRLESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fizil force and effect.�i r License Class Lic. No. Ll 75 % �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To I000A 46.00 NEW CONST. ( DWELLING OCCUP. OR ADDNS.NEW 3.5¢F'a_ 34.5 CONST. MUL�TICOUTLET NON-RESID. C @7.50 POWER APPARATUS S SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 BAL @ I. 0 Ex. Occup. oFurE�°TSA RREESID.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t - 27.55 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 1 2 to -n/2/3 ton 00 _55. Cooling 3 5.00 Hood 6.50 Ventilation -- o a%z f i r e Z a c e 2 1-5.0030.00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort w'th ply ith a provisions. X Date o Signat re I'cant - ❑ caner Contractor ❑Agent An OSHA permit is required for excavati ns over 60" deep and demolition or constru tion of structures over 3 stories in heigh Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 0 Occ CONST. TYPE TOTAL FEE $ 2638.48 HAZ. D. FEES IMP FLOOD CDF I PARCEL I PO HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated a4,ove for which fees have r - ByA44/Date T EXPIRES O F the applicable provisions Resolutions to do work been paid. IT V 04e Receipt No. / _:� - WHITE-D.D.S.-B.D. CANARY-ASES OR PINK-INSPECTOPI GOLDENRO LICA OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 7��3 -- P MIT NO. (Rev.12/96) k—C N APPLICATION AND (PERMIT � - ASSESSORPARCE8W e O — CIS— 77DNMO - BUILDING PERMIT °N"6' &a q e _ q1 SQ. FT. OCC. BUILDING VALUATION .OWNER'S U914M ADGEEMS ^ L17 0 1 L R5 NAME TELEPHONE COjJ[AACTD�461�fC�00RES9 CONSTRUCTION LENDER LENDERS MA MCS ADDRESS Fireplace Total Valuation S MCWIECT OR EN6INEFA LICENSE N0. Filing Fee $ 20.00 Permit Fee $ . ARCHITECT OR ENGINEERS MARMe ADDRESS Plan Checkin Fee $ SURDIMADD Energy Plan Checking F S' PERMIT PERMIT FEE S TDTND, j 8ueDmsioN9NAME I S _ ..� I PARCEL MAP PLUMBING Fling Feel 20.00 USEOFSTRUCTURE 1j , ) AC, SF EJANplex ❑ Mobilehome O Other Spm" Each Trap / 7.00 Solar or heat pump water heater 23.00 Water piping 16.00 1" Each as water heater or vent 15.00 j TYPE OF WORK NAddition C3Remodel E3UhllYes E3t9nsWa*m [3Other [3 Des the Work: J / —� - Gas -piping system 1 - 5 outlets 15.00 /S- Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 ® VJ ('b •fa :n> S.^ G *PEPArr FEE P. Alb $ v - c 0 e. Q� SHWFF AMS RECEMa *RECWTNv`� ToMAL Main Service =RE.' 23.00 a3 —5N Main Service zoaA To IoocA 46.00 NEW CONST. ' DWe1D7G oCCAIP. S0. OR ADONS. a ACC. airs. 3.5¢x. I arY- Nolan�ro ' yuLT}ourLEram= @7.50 POWEii APPARATtm a sM ouTLEr m Wr OR MrLIS 20 ® IAaEx OCCU eAL g .SO Ex. Occup. o .rc.oea 5.00 Tem or Service 23.00 Moble Home Facilities 20.00 Mtsc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating ° /) 1 3 ,575 Coolin S S Hood 6.50 1-0 Ventilation q. PERMIT FEt S 9. J Mobile Home Installation Fee. $ Energy Inspection Fee $ JIG Occ CONST. TTPE TO r FEE $ lP a Fffi R.000.COF EL p HD 6SUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By . Date PERMIT EXPIRES ON ere ReceiptNo. WHITE•D.D.S.•8.0. CANAAY•ASSF.SSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUI,%DING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ! / OWNER: ASSESSOR PARCEL NUMBER 7 Proposed Building Use: �.CJ�-.J Counter Technician: Date: C .3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Tr7l.. Plot plans, 3 or 4 sets, signed �y the preparer of the plans. 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. Engineered truss details and layouts in duplicate. No faxes! �5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C le" ation views i pli a (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items -have rigt�been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicat� ............................... ❑ 9. Plot plan and business license approval from the City of Bigg ................................. ❑ 10. Letter of intent for non-residential buildings .................... ❑ 11. Detached Accessory Building Form filled out by the owner .................................... ❑ 12. Hazardous Material Form.............................................................................. ❑ �3...flIr I Re aining items needed to issue the permit. (May require addtt5l n I p an review upon receipt of the following items.) r 4. Fees as shown on the. attached Schedule ofFees'Due Sheet ....................................... 5. St mentof Intent for Non -hefted and A/C Buildings ...................................... itation and plot plan approval from the E, u' al Department in Gity of Chico Plumbing permit ........................................... .... .... California Department of Forestry plan approvals ai . Sent by: �Y..!.Q�� • �G .3 19. P1at5ning approval for (A) Use: �(B)Parking: (C) Pa cel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 0'2 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... L28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: I When issued Telephone — and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: �� Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ ❑ phone, ❑ mail, ❑ counter, by Date: _ _ Plans approved by: Date: 7 47!3 _Structural approved by: Date: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner E.M. USE ONLY an Anschad Y,!�!f w n At9ts ad ES Santa B.D. ! ,00e 12d Location AP# Plan Approved for: Sewage Disposal Water Supply: Public X_- Private Well Clearance for --dwey. Other -,r Hold final for: w` Final clearance O.K. for: NOTE: M Environmental Health Specialist Date 8/96 r , School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. 03--0500 O(o,3 _ 341 V —oi 5jurisdiction: City County Property Location/Address Subdivision of , ft 11 ,Y Cln�CD C A `9592 a Lot No. ................................................................................................................... Residential Developmenti Sq. Footage g 0 15 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): i................................................................................................................... Commercial/Industrial K Building Department Represe"Ctative (Floor Plans reviewed by School District Personnel) District Identification No. O�n 4 89 US� School District certifies that viako 99 (Street Address) (City) has complied with the requirements of Resolution No. representing #65 square feet. (State) F51- Ua School District Representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) 2 Zr7--0`3 Date (Applicant) (Phone Number) 5 � /? 1�3 (Zip Code) by payment of $ S6 25-'—s AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm t f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r> WCounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 1-2/96)' t' APPLICATION AND PERMIT ` f'a0 -Sy ASSESSOR MPARCEL NUMBER '711 ` f[7 �_ ilii- �. 5 ONING , BUILDING PERMIT OWNER T Si . r AFT. TELEPHONE A14 -41.0n SQ. FT. OCC. BUILDING VALUATION 4054 R 218 916.00 OWNERS MAILING ADDRESS 4 R 5 R rn rA 0-,0111 1219 U 21,942.W CONTRACTOR'S NAME TELEPHONE flc+r._nnai 674 C 8 762.00 CONTRACTORS MAILING ADDRESS ,Cr SP ASC Rn, rPT A CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 24q. ARCHITECT OR ENGINEER LICENSE NO. ' Filing Fee $ 20.00 Permit Fee $ 1164, 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BU LDING D ss MP ?ATI -T. n M#Trn Energy Plan Checking Fee $ $ PERMIT FEE $ 1 Q 7. 41 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 141 7.00 9$.01 USEOFSTRUCTURE - SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15. 00 Each gas water heater or vent 15.00 19()n TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WV STW'.LF FAMTT Y Gas piping system 1 - 5 outlets 15.00 Ic; nn Building sewer 15.00 n Mobile Home IS I GI W @20.00 PERMIT FEE $ 1 7R. no MASTER 697-49 ELECTRICAL PERMIT Filing Fee 20.00 600VI Main Service 21IA OR LESS 23.00 t3. 00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in I force and effect.L License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO Io 46.00 W:L200A NEW CONST. DWELLING OCCUP. CU OR ADDNS. ( a ACC. BLDS. SO `3.50FT. 4. 5CONST.. ,., R. MULTI.OUTLET @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES BAL @ 1.00 .50. ' F ,D APPLNS. OR Ex. Occup.S.00 DUTLETs RESID. EA Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 227.55 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 1/2 ton 2/3 ton 1 i5.00 Cooling 3 1 0.00 Hood 6.50 G. 50 Ventilation 4 4. 501t8. 00 P -a3 fireplace 2 15.00 0.00 PERMIT FEE $ 199.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall i not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith mply with tji ` e provisions. X/ Date Signattfre ❑ OwAhcant - ner ontractor ❑ Agent/ C An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . I Mobile Home Installation Fee $ Energy Inspection Fee $ 45.00 Occ CONST. TYPE TOTAL FEE $ 2638.48 HAZ. / D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By / if t � /� Date 111h Ile -)_3 )PE MIT EXPIRES ON'� /�'� 74, ' If Date Receipt No. -36 67 6,57 0 /0�; • 0 e) 11:1- i r -J I 1 ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR) GOLDENROD -APPLICANT SITE PLAN REVIEW APPLICATION Date: J ." S — O AP# © SLI _ 0, S Permit Number (if applicable) APPLICANT INFORMATION Parcel Size. 3 1 A L Owners Name: r -s c2 -F C» L Owners Address: L) 8 63ATT 4a C -4A l e- 0 C A (3) S g -1— Telephone Telephone No.: Ll — y Situs Address: b O E Proposed Use: A _S-r�2 Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): C)_ -)-9q ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval J1 Site Plan Stamped Approved By Date 'Z.—•') o-' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: .).S &Z> - -27 2e7Z:>a ��- ❑ 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: • Flood Panel No.: O 3-7 S C, Index Date: �� - `� 8 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (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: _ U , Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pate 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 1_ Side D Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pate 2 of 5 a Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By' [] Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify'Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 us Subdivision Map/Parcel Map: Map Date of Recording: Lot: 2—1 l— U"7 ❑ Use Permit/Minor Use Permit Permit Number: Book: )OS Page: 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 road maintenance, and stop sign maintenance. M 0 Page 4 of 5 r"/ •. 0; IN] L u Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965'- TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ........... $ SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid'at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # Q(Q 3 —3��D/,f DATE RECEIPT ## DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking prociss. OLICANT E Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP W DATE:APN: - , ZONING: OWNER'S LAST NAME: OWNER'S FIRST NAME: PHONE STREET ADDRESS: 0 O n , ^ ( C� (% FAX- AXCITY, CITY.ZIP: h L E-MAIL: SITE ADDRESS: 041 C CITY. ZIP: r (- NEAREST CROSS STREET: TRACT/LOT M APPLICANT NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL:- CONTRACTOR NAME: ?--C2p lr(� V ! t_ Cts �- S PHONE: STREET ADDRESS: � FAX- AX CITY, CITY. ZIP: n (,I, I o C E-MAIL: s ie I %V1 M erg Gh o (o LICENSE NUMBER If 3-5 qq LICENSE TYPE: 3 ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FA)Q CITY, ZIP; LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK:NGYe-0 � ❑ 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: *-60 Application Received by:Date: Receipt number: 3�5S 1 Amount Received: /„0 COUNTY OF BUTTE -DEPARTMENT VDEVPL OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 P IT APPLICATION DATA SHEET % OWNER: , G'v ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: /L / Date: Veqtsuired in order to apply for a permit. All boxes MUST be checked OR marked NA inrder to apply. . Site plans, 3 or 4 sets, signed by the preparer of the plans.Complete plans, 3 or 4 sets, signed by the preparer of the plans. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form QW 15. Sanitation and site plan approval from A`Environmental Health Department in ❑ Chico D16roville, 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 ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: 0)1�- (B)Parking: (C) Parcel Check: y - OA -1 -N-��, ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... -,k ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 0 ao Date: 1. Index permit . plication for the abov6 items numbered: Plan Check Letter 2. Additional items required 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: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 61 •� E.H. USE ONLY Piot Plea Attached Roes Ptea Ataaclfad D Som to B.D. s TtJ� Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal )< Water Supply: Public Private Well x Clearance for —dwelling:' Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFi�CE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040947 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/07/2004 APN' 063-340-015-000 ' t e Business and Professions Code, and my license is in full force andec ffen�r335' License Class: _� 5 � Lice�e Number: Site Address: 10444 DOE MILL RD FRN Date: C1 7164 Contractor: 0 001-12 016,06-23 Map Index: Description: POOL - TO BE MASTERED MASTER # 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 01-516 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: LAMBERT MICHAEL R & VICTORIA M signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 4785 BATT RD she is exempt therefrom and the basis for the alleged exemption. Any CHICO, CA 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).): 95928-8621 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: LAMBERT MICHAEL R & VICTORIA M provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Contractor: POOL BUILDERS Date: Owner: 1351 MANGROVE AVENUE CHICO, CA 95926 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-899-8988 ❑ I have and will maintain a certificate of consent to self -insure for SKIMMERCH OL.COM workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: 833994 is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: /gra 02 c) Policy#: %)a D /,2-o ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �P4fe( p 4- # 5 cS A (. D 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 he by issued under the applicable provisions of the Butte County Code 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.) Resolutioto wo f indicateii above for which fees have been paid. Lix Name: BY - Date: PERMIT EXPIRES ON: 0 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. f C ' ( Print Name: -4 Signature: Date: ❑ Owner 0 Contractor C -agent for Owner ❑ Agent for Contractor I /J aDJUSTaBLe-TILT GRDUnD mounT The T71.4djuslei ble-lilt Ground 1fount .Jstcnl maximizes 111' surfUce area <_ per pilin„ drastic:ullt, reducing installa- tion time, f undution requirements and — T- lahorcosis. l're-drilled 10, 20.130.. 10 degree hoks and uli rulrcvlt pins illlow fin- "nut cfthe box" ltititude versutilitti• and lon,;-tcrni mutual adjuslabilih: i 1 s I I �usTR\Rs_ ��1c_ J _ �� a •�� �.•' � 1 _ ice— is � }. ��I`. �"x� t �.j'' ! j a.'� 4.r'. .1 irl s'� ': I � 1 d'�'1 � � > Il�'f: i ...T: Pyl �, :•■P i:�'�. 0 w' IF .-I 0 For more information on Thompson Technology Tel: 415.446.0103 this product and other Industries, Inc. Fax: 415.507.1759 available products, 61 Paul Dave Email: please contact us at: San Rafael, CA 94903 i!Ifo,.' a om{sun ec.�uni www,thompsontec.com 2006-2007@ • r J SUNTECH bL ( Y ►3Uli_ ASION, BLACK LABELm STP160S-12/Ab-1 STP165S-12/Ab-1 High Efficiency, High Quality STP170S-12/Ab-1 STP175S-12/Ab-1 STP180S-12/Ab-1 PV Module Electrical Characteristics C&US C E Model STP78OS-24IAb-1 STP175S-24/Ab-1 STP17OS-24/Ab-1 STP165S-24/Ab-1 STP16OS-24/Ab-1 I Open -circuit voltage (Voc) 44.4V 44.2V 43.8V 43.6V 43.2V Optimum operating voltage (Vmp) 35.6V 35.2V 35.2V 34.8V 34.4V Short-circuit current (Isc) Optimum operating current (Imp) 5.4A 5.05A 5.2A 4.95A 5.14A 4.83A 5.04A 4.74A 5A 4.65A Maximum power at STC (Pmax) 180Wp 175Wp 170Wp 165Wp 160Wp Operating temperature -401C to +85'C -40'C to +851C 401C to +85°C -40'C to +85°C -40'C to +851C Maximum system voltage 600V DC 600V DC 600V DC 600V DC 600V DC Series fuse rating 15 AMPS 15 AMPS 15 AMPS 15 AMPS 15 AMPS Sri. Ir,ad a ice 1000114 m' M, Jule tamorr3ture 25`C AM-' 5 STD-DS-STD-NO1 03 Rev 2008 .ri SUNTECH SerAon A n Module Diagram Note: mm[inch] Characteristics Module IV Graph 170W 5 10 15 20 35 w 05 4O Voltage(V) Specifications Cell Monocrystalline silicon solar cells 125mmx125mm r No. of cells and connections 72(6x12) Dimension of module 1580mmx808mmx35mm Weight 15.5kg Temperature Coefficients NOCT 45°C t 2°C Short-circuit current temperature coefficient 0.017 %/K Open -circuit voltage temperature coefficient -0.34 %/K Peak power temperature coefficient -0.48 %/K Power tolerance t3% NOCT Nominal Operating Cell Temperature (data refer to STP165S) Output Cable AIW (12AWG) Lengths 1200mm(-) and 800mm(+) Connection MC Plug Type IV Normalized Isc, Voc, Pmax vs. module temperature characteristics IBO I20% 150 --• IOU% e i0 N E � � u m > fi0 i s y � _v w d N � 0 O OS Z ]01l ox oc :5e sot 75c Module temperature(C) STD -DS -STD -N01.03 Rev 2008 www. suntech-power.com E-mail. sales@suntech-power.com l� 8L 3 3Uk.,. Fronius IG Plus PV Inverter The first complete solution, Reliable. Proven. Smart. An outstanding addition to the family: The next generation Fronius IG Plus inverter builds on a successful model with multiple enhancements, including maximum power harvest, a built-in six circuit string combiner, integrated, lockable DC Disconnect, significantly improved efficiency, and unbeatable reliability. New, larger power stages expand the proven Fronius IG family from 2 to 12 kW in a single inverter. _ aw, POWERING YOUR FUTURE INPUT DATA Fronius IG Plus 3.0-1 UNI 3.8-1 UNI 5.0-1 UNI 6.0-1 UNI 7.5-1 UNI 10.0-1 UNI 11.4-1 UNI 11.4-3 112.0-3 ME27 Recommended PV-Power(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 1 9700-13100 10200-13800 MPPT-Voltage Range 230 ... 500 V Max. Input Voltage (at 1000 W/m2 14°F (-10°C) in open circuit operation) 600 V Nominal Input Current I 8.3 A I 10.5 A I 13.8 A I 16.6 A I 20.7 A I 27.6 A I 31.4 A I 31.4 A 33.1 A Max. usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A 56.1 A Admissible conductor size (DC) No. 14 - 6 AWG OUTPUT DATA Fronius IG Plus 3.0-1 uN, 3.8-1 uNi 5.0-1 UNI 6.0-1 UNI 7.5-1 UNI 10.0-1 uN' 11.4-1 uN1 I 11.4-3 , 112.0-3 WYE2" Nominal output power (Ppc_ j 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max. continuous output power 95.5% 96.0% 95.5% 95.5% 96.0% 104°F (40°C) 208 V / 240 V / 277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Nominal AC output voltage 208 V / 240 V / 277 V 208 V / 240 V 277 V Operating AC voltage range 208 V 183 - 229 V (-12 / +10 %) (default) 240 V 211 - 264 V (-12 / +10 %) 277 V 244 - 305 V (-12 / +10 %) Nominal output current 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A' n.a. 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A' n.a. 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4 A' Max. output current 208 V 16.4 A 18.5 A 27.3 A 32.8 A 37.0 A 54.6 A 55.5 A 32.0 A' n.a. 240 V 14.2 A 14.4 A 23.7 A 28.4 A 35.5 A 47.4 A 54.0 A 31.2 A' n.a. 277 V 12.3 A 15.6 A 20.5 A 24.6 A 30.7 A 40.9 A 46.7 A n.a. 16.4 A' Admissible conductor size (AC) No. 14 - 4 AWG Max. continuous utility back feed current 0 A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60.5 Hz Total harmonic distortion <3% Power factor 1 GENERAL DATA Fronius IG Plus I 3.0-1 UNI I 3.8-1 uN3 I 5.0-1 UNI I 6.0-1 UNI f 7.5-1 UNI 1 10.0-1 UNI I 11.4-1 UNI 11.4-3 D.H. 112.0-3 wrens Max. Efficiency 96.2% CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0% 95.0% 95.5% 95.5% n.a. 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 96.0% 96.0% n.a. 277 V 1 95.5 % 95.5% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. 96.0% - ------------------ Consumption in standby (night) < 1 W Consumption during operation 8 W 15 W 22 W Cooling Controlled forced ventilation, variable fan speed Enclosure Type NEMA 3R Unit Dimensions (W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in. Inverter Weight 31 lbs. (14 kg) 57 lbs. (26 kg) 82 lbs. (37 kg) Wiring Compartment Weight 24 lbs. (11 kg) 26 lbs. (12 kg) 26 lbs. (12 kg) Admissible ambient operating temperature -4 ... 122°F (-20... +50°C) Compliance I UL 1741-2005, IEEE 1547-2003, IEEE 1547.1, ANSI/IEEE C62.41, FCC Part 15 A8 8, NEC Article 690, C22. 2 No. 107.1-01 (Sept. 2001) INPUT DATA Fronius IG Plus 1 3.0-1 UNI I 3.8-1 UNI I 5.0-1 UNI 1 6.0-1 UNI f 7.5-1 UNI I 10.0-1 UNI I 11.4-1 UNI I 11.4-3 ueuu 112.0-3 WYe277 Ground fault protection Internal GFDI (Ground Fault Detector/Interrupter); in accordance with UL 1741-2005 and NEC Art. 690 DC reverse polarity protection Internal diode _ Islanding protection Internal; in accordance with UL 1741-2005, IEEE 1547-2003 and NEC Over temperature Output power derating / active cooling per Phase B L: r BUIL ilslol\ N Fronius USA LLC Solar Electronic Division 10421 Citation Drive, Suite 1100, Brighton, Michigan, 48116 E -Mail: pv-us@fronius.com www.fronius-usa.com w a N 0 0 0 NorthStar ENGINEERING Civil Engineers •Planners •Surveyors STRUCTURAL CALCULATIONS PROJECT: Ground Mount Solar Array LOCATION: 10444 Doe Mill Road Chico, CA 95928 OWNER: Ron Gunn JOB NUMBER: 09-112 DATE: June 1, 2009 CODES: California Building Code, 2007 Edition CODE ENFORCEMENT: County of Butte Building Department LOADS: Wind Speed: 85 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. % 12 - rP tl@ Y BUILD"i- ;'VISIM Page 1 ofAP11ifE C SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME DATE JOB # SPG-McCrossin 6/1/09 09-108 SECTION ENGR PAGE Component Summary MEM OK Summary of G3.0 ATGM Structural Components Strength Check Support Post OK Rotational Support OK Panel Rail -Aluminum OK Panel Rail Clip OK Cradle OK Pivot Bracket OK C and Waffle Clips OK Cinch Tube OK Fatigue Check Support Post OK Rotational Support OK 'See component calculation page for specific details. 2007 CBC GOV.AGENCY Butte County Maximum Design Windspeed 85 mph — TITLE/PROJECT NAME SPG -2878 SECTION jArray Pro erties SUNSEEKER STRUCTURAL DESIGN DATE F-6/1/09 ENGR MEM Solar Panel Array Properties Inputs: JOB # 09-108 PAGE 3 r 7Cos:f:s C,ODEa7rry (rJ.'+nir"« 2007 CBC GOV.AGENCY Butte Count Post Spacing, s = 11 ft # of Solar Panels in Panel Assembly = 2 Individual Solar Panel Width, wpanei = 4 It Individual Solar Panel Length, Lpanei = 5.18 It Solar Panel and Structure Weight, ps = 3.5 psf (including solar panels and support structure) Rotational Support Spacing = 2.6 ft Max. Panel Rail Spacing = 3.18 ft = Individual Solar Panel Length - 2 ' 1' Panel Row Width, w = 8.08 It = (Panel Width x # of Panels) + (1" Gap x (# of Panels - 1)) Panel Assembly SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME SPG -2878 SECTION Wind Loads Wind Loads per ASC-E-7-05--- Height SCE7-05 DATE 6/1/09 ENGR MEM JOB # 09-108 PAGE 4 awn, AWN ig it CODE 2007 CBC GOV.AGENCY Butte Count Height above ground to top of Panels = 6.7 ft (Not to exceed 20 feet) ASCE 7-05 Reference Basic Windspeed, V = 85 mph Verity With Local Jurisdiction Table 6-4 Wind Directionality, Kd = 0.85 6.5.8.1 Gust Effect Factor, G = 0.85 for rigid structures Figure 6-1 Importance Factor, I = 0.87 Table 6-1 Upwind Surface Roughness Category: c � 6.5.6.2 Exposure Category is C: Not Applicable Yes Exposure Category: Velocity Pressure Coefficient, K. = Topographic Factor, Kr = Velocity Pressure at Solar Panel Height = qh = 0.00256KxKAV21 = ASCE7-05. 6.5.7 Topographic Effects C Verify With Local Jurisdiction 0.85 1.00 Verify With Local Jurisdiction 11.61 psf 6.5.6.3 Table 6-3 x(Upwind) x(Dowowind) x(Upwind) x(Downwind) A` —411 ESCARPMENT 2-D RIDGE OR 3•D AXISYMMETRICAL HILL Height above local ground z = 6.7 ft Exposure: C Hill Shape: 2-dimensional escarpments The array is:Upwind of Crest Height of the hill or escarpment relative to upwind terrain, H= 100 It Distance upwind of crest to where the difference in ground elevation is half the height of hill, Lh = 200 ft Distance from the crest to the building, x = 300 ft x/Lh = 1.50 H/Lh = 0.50 calculate K, by using H/Lh = 0.50 Figure 6-1, K,/(H/Lh) = 0.85 K, = 0.43 calculate K2, K3 by using I., = 200 K2 = 1 - x/pl-, (J = 1.5 K2 = 0.00 K3 = e y2/Lh Y = 2.5 K3 = 0.92 Ka = (1 +KtK2K3)2 (6-3) K�, = 1.00 Topographic Effects shall not be included SUNSEEKER STRUCTURAL DESIGN M� TITLE/PROJECT NAME DATE JOB # CODE'as SPG -2878 6/1/09 09-108 2007 CBC SECTION ENGR PAGE GOV.AGENCY Seismic Loads MEM 0 Butte Count IBC2006 (1613), ASCE 7-05 CHAPTER 11, 12,13 SEISMIC DESIGN CRITERIA Soil Site Class D Table 20-3-1, Default = D (Unless Geotech. Engineer has verified otherwise) Response Spectral Acc. (0.2 sec) Ss = 0.603 Figure 22-1 through 22-14 Response Spectral Acc.( 1.0 sec) S1 = 0.220 Figure 22-1 through 22-14 Site Coefficient Fa= 1.600 Table 11.4-1 Site Coefficient F„ = 2.400 Table 11.4-2 Max Considered Earthquake Acc. SMS= Fa.S, = 0.010 (11.4-1) Max Considered Earthquake Acc. SM, = F,,.S, = 0.005 (11.4-2) @ 5% Damped Design SDs = 2/3(Sms) = 0.006 (11.4-3) SD1 = 2/3(SM,) = 0.004 (11.4-4) Nonbuilding structures, Section 15 ASCE 7-05 Reference Response Modification Coef. R =. 2 Table 15.4-2 Importance factor 1 = 1 15.4.1.1 For flexible nonbuilding, CS = SDSI/R = 0.003 Min CS = 0.03 GOVERNS 15.4-2 V (ULT) = CSW = 0.030 W Self Weight of One Bay = WS x s x w = 311 Ib If Snow Load exceeds 30 psf, include 20% of snow weight in seismic weight: 12.7.2 (See page 6 for snow load determination) Snow Weight Included in Seismic Flat Panel 0 Ib 22.50 Panel 0 Ib 450 Panel 0 Ib V (ULT) = CSW Flat Panel .9 Ib 22.50 Panel 9 Ib 450 Panel 9 Ib TITLE/PROJECT NAME SPG -2878 SECTION Wind Loads Snow Loads per ASCE 7-05 SUNSEEKER STRUCTURAL DESIGN DATE 6/1/09 ENGR MEM Ground Snow Load, py = 0 psf Verity with Local Jurisdiction Exposure Factor, Ca = 0.9 (Based on Wind Exposure Category) Thermal Factor, C] = 1.2 Importance Factor, I = 0.80 (for Occupancy Category 1) Snow Load on Flat Roof, pf = 0.7C,C,Ip9 = 0.00 psf Roof Slope Factor for 45', Cs = 0.35 Snow Load on 45° Roof, p, r C,pf = 0.00 Roof Slope Factor for 22.5', C, = 0.85 Snow Load on 22.5' Roof, p, = C,pf = 0.00 Roof Slope Factor for 15', C, = 1.0 Snow Load on 15' Roof, p, = C,pf = 0.00 Minimum pf = I x pg = 0 psf for pf <= 20 psf Governing Snow Loads Flat 0 psf 15' 0 psf 22.5' 0 psi 45' 0 psi JOB # 09-108 PAGE 6 JZ aT=rsca 7rC0 DrE Y l+.drains 2007 CBC GOV.AGENCY Butte County ASCE 7-05 Reference Figure 7-1 Table 7-2 Table 7-3 Table 7-4 Equation 7-1 Figure 7-2c Equation 7-2 Figure 7-2c Equation 7-2 Figure 7-2c Equation 7-2 Section 7.3 rrGlNiE ].1 WYJUND SN(rN lDl05, ry,FD111Nf UNRED Sr1TESILD'R]I Wind Pressures per ASCE 7-05 sec. 6.5.13 : monoslope free roof Wind Speed: 85 mph Kz: 0.85 x Exposure : C Kzt: 1.0 IW : 0.87 x Kd: 0.85 x Gust Effect Factor: 0.85 qh: 11.61 psf ` Pressures are for unobstructed windflow, t. t. 0.5L U *,. C-) wtop .. c::,� wtop J\ Wbottom I`r\ �� Wbottom Wind Wind 1 `/ Direction - �r�'rL `lrrr\„/ Direction it 0 r wry i b0. 7-7'/77T/ -77 /777: T777 7 7 7 7-/77777 Panel Width = 8.08 ft Wnormal _ (PNL + PNW) x (Panel Width/2) M = (P,op - Pbonom) x (Panel Width/4) Note: p is in psf; w is in plf; M is in Ib-ft/ft; Positive moment is counter -clockwise e SUNSEEKER STRUCTURAL DESIGN 1. �. ,; €r 3 3 3 .' M� P 0 1.2 11.81 0.3 TITLE/PROJECT NAME DATE JOB # CODEfx- 70c14:a!e4 y I&J"frin SPG -2878 6/1/09 09-108 2007 CBC SECTION ENGR PAGE GOV.AGENCY Wind Pressures MEM L Butte County Wind Pressures per ASCE 7-05 sec. 6.5.13 : monoslope free roof Wind Speed: 85 mph Kz: 0.85 x Exposure : C Kzt: 1.0 IW : 0.87 x Kd: 0.85 x Gust Effect Factor: 0.85 qh: 11.61 psf ` Pressures are for unobstructed windflow, t. t. 0.5L U *,. C-) wtop .. c::,� wtop J\ Wbottom I`r\ �� Wbottom Wind Wind 1 `/ Direction - �r�'rL `lrrr\„/ Direction it 0 r wry i b0. 7-7'/77T/ -77 /777: T777 7 7 7 7-/77777 Panel Width = 8.08 ft Wnormal _ (PNL + PNW) x (Panel Width/2) M = (P,op - Pbonom) x (Panel Width/4) Note: p is in psf; w is in plf; M is in Ib-ft/ft; Positive moment is counter -clockwise e y = 0° Case A CNW PNW CNL PNL €r 3 3 3 -1.1 0 1.2 11.81 0.3 2.96 59.8 47.9 12 72.5 7.5 -0.6 -5.9 -1 -9.9 -64 -24 -40 32.2 15 -0.9 -8.9 -1.3 -13 -88 -36 -52 32.2 22.5 -1.5 -15 -1.6 -16 -124 -60 -6418. 30 -1.8 -18 -1.8 -18 -144 -72 -72 0 137.51-1.8 -18 -1.8 -18 -144 -72 -72 0 O y = 0° Case B CNW PNW CNL o PNL 3 n _, 3 E g ; 0 -1.1 -11 -0.1r-44. -48 -44 -4 -81 7.5 -1.4 -14 0 -56 -56 0 -113 15 -1.9 -19 0 -76 -76 0 -153 22.5 -2.4 -24 -0.3-108 2.1 -96 -12 -169 30 -2.5 -25 -0.5 -120 -100 -20 -16137.5 -2.4 -24 -0.6 -120 -96 -24 -145 45 1 -2.3 -23 -0.7 -6.9 -120 92 -28 -129 O y= 180° Case A CNW PNW CNL PNL E n E $ 3 3 3 � 0 1.2 11.8 0.3 2.961 59.8 12 47.9 -73 7.5 0.9 8'.88 1.5 14.8 95.7 59.8 35.9 48.4 15 1.3 12.8 1.6 15.79 116 63.8 51.9 24.2 22.5 1.7 16.8 1.8 17.76 1 140 71.8 67.8 8.06 30 2.1 20.7 2.1 20.73 168 83.8 83.8 0 37.5 2.1 20.7 2.2 21.71 172187. 72 87.8 83.8 8.06 45 2.6 25.7 1.4 13.82 160 55.8 104 O y= 180° Case B CNW PNW CNL PNL o Q e 3 = � 3 3 0 -1.1 -11 -0.1 -0.987 -48 -4 -44 80.6 7.5 1.6 15.8 0.3 2.961 75.8 12 63.8 -105 15 1.8 17.8 0.6 5.922 95.7 23.9 71.8 -97 22.5 2.2 21.7 0.7 6.908 116 27.9 87.8d-129 30 2.6 25.7 1 9.869 144 39.9 104 37.5 2.7 26.6 1.1 10.86 152 43.9 108 45 2.6 25.7 1.4 13.82 160 55.8 104 Maximum Loads wnorm = 187 plf O = 45 ° M = 169 lb-ft/ft O = 22.5 0 SUNSEEKER STRUCTURAL DESIGN TITLEIPROJECT NAME DATE SPG-McCrossin 6/1/09 COMPONENT ENGR Post Foundation Design Requirements MEM Support Post Unfactored Loads Vertical Point Load = 1.77 kips Horizontal Load = 1.46 kips Post Height = 3.17 ft Overturning Moment = 4.62 k -ft To maintain row alignment, all relevant site conditions and effects (including differential settlement, the use of engineered fill, frost heaves, etc.) should be considered in foundation design. JOB# 09-108 PAGE ik a,x;�::�^CODE'"I`9f ' ndJNiie!s 2007 CBC GOV. AGENCY Butte County SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME DATE JOB # SPG-McCrossin 6/1 /09 09-108 SECTION ENGR PAGE Support Post Design I MEM 9 Support Post Design Options Inputs: Post Spacing, s = 11 ft # of Solar Panels = 2 Individual Solar Panel Width = 4 ft Solar Panel Weight = 3.5 psf Panel Row Width, w = 8.08 ft = (Panel Width x # of Panels) + (1" Gap ' (# of Panels - 1)) Post Selection: Round HSS or Pipe W? u •:a�srs (CODE°BY!?,+lairs 2007 CBC GOV.AGENCY Butte County Square or Rectangle HSS: Round HSS or Pipe: Manual Input: HSS 4 -1/2x4 -1/2X3/8 I V Pipe 4M F Section Description: Input Name Here A = 5.48 in A = 2.97 in A = 0 in 1 = 15.3 in 1 = 6.82 in 1 = 0 in" r = 1.67 in r = 1.51 in r = 0 in Z = 8.36 Ina Z = 4.05 Ina Z = 0 in FY = 46 ksi FY = 35 ksi FY = 0 ksi h = 4.5 in D = 4.5 in h (or D) = 0 in Maximum Post Height Maximum Allowable Post Height: 56 in for Pipe 4STD for Panels at 45° with Design Windspeed of 85 mph Design Selection Post Height Selected for Design: 38 in (This height is used for strength check calculations) Maximum Allowable Wind Speed for Panels at 450 (based on post strength 103 mph (Up to 130 mph) only): Maximum Allowable Windspeed for Stowed Panel (based on post strength 132 mph (Up to 160 mph) only): "Note: Allowable windspeeds are calculated based only on the strength of the post. Other components' adequacy are not covered by these calculations. SUNSEEKER STRUCTURAL DESIGN To. Ta a�Ffsa.r Txxt^s7e-yl G:::rtr� TITLE/PROJECT NAME DATE JOB b CODE SPG -2878 6/1/09 09-108 2007 CBC COMPONENT ENGR PAGE GOV.AGENCY Support Post MEM 10 Butte County Geometric Data and Assumptions ' I z.7 kips Panel Width: 8.083 N Tributary Width to Column: 11.0 ftz.3 kips 1 Panel Weight: 3.5 psf Column Height: 3.2 ft Demand Actions 7.d kip -h �_ 2.3 kips Gravity Load: w_ = Panel Weight x Width = 28.29 plf P.p = w,. x Trib. Width to Col. = 311.2 lbs }1 Wind Load: Maximum Load occurs when y = 180° Case A O = 45 ° ("Note: The moment caused by ASCE 7-05 wind loading at the worst case load case acts in the direction such that the deformation limiting device (DLD) at the bottom of the panel is not engaged. Therefore, there is no force from the DLD included in this load combination.) w„p,,,,,, = 187.47 plf w,,,,, = 132.6 plf wh,;p = 133 plf P,„,,,,,, = 2062.2 lbs P„ = 1458 lbs Pi,,,r,, w = 1458 Ibs Snow Load at 0°: w,,,,, = Snow Weight x Panel Width = 0 plf P,,,,, = w_, x Trib. Width to Col. = 0 lbs Controlling Load Combination: 1.2D+1.6W+0.5S P„p„ -. = Pp = 1.2 x 311 + 1.6 x 1458 + 0.5 x 0 . = 2707 lbs 1.6 x 1458 = 2333 lbs Analysis Section: Pipe 4STD Fy: 35 ksi E: 29000 ksi Pro erties Height of Pipe: 38 in Effective Length Factor, K: 2.1 (AISC Table C -C2.2) A: 2.97 inz above concrete footing I: 6.82 in' Z: 4.05 in' Mu = P ,° ,,,p, x Htpipp = 89 k -in r: 1.51 in Axial Force Check (AISC E3) Fcr = 27.3 ksi m= 0.9 mPn = m Fcr x A. = 72,98 kips D/C: 0.04 OK Bending Force Check (AISC F7 -F8) Mp = Fy x Z = 141.8 k -in m= 0.9 Mn = m Mp = 128 k -in D/C: 0.69 OK Combined Bending and Axial Check (AISC H1) _ Worst Case from eq Hl -1a and 1-11-1b: 0.71 OK eq. H1 -1b controls Defection A = P L'/ 3 E I = 0.135 in= 2L/564 Fatigue Check (check stress at service loading for 50 mph wind) to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))^2 = 0.346 y = 2.25 in P_ = 311 + 1458 + 0 = 1769 x 0.346 = 612.25 Ib P,,,,;,0,,,,,= 1458 x 0.346 = 504.6 Ib M = P„ p,j_w x Htpi. = 19 k -in M} P Q - + = 6.53 ksi < 24 ksi (Threshold F,,, for Stress Category A from AISC Table A-3.1) OK I A TITLE/PROJECT NAME SPG -2878 SECTION Rotational Support SUNSEEKER STRUCTURAL DESIGN DATE 6/1/09 ENGR MEM Rotational Support (Beam between Posts) Check JOB # 09-108 PAGE 11 Tiff 9'r� CODEsrp 7cstC ;c� A +.c 7'as 2007 CBC GOV. AGENCY Butte Count Inputs: Post Spacing = 11 ft # of Solar Panels = 2 Individual Solar Panel Width = 4 ft Solar Panel Weight = 3.5 psf Panel Row Width, w = 8.08 ft = (Panel Width'# of Panels) + (1" Gap' (# of Panels - 1)) Section Properties: toomm x Bomm x 3mm Tube • Yield strength is automatically looked up based on selected section. To override, input desired Fy here: ksi Make sure this cell is blank if using default Fy values. A = 1.618 in` Fy = 36 ksi = 3.711 in' E = 29000 ksi Zstrong = 2.229 in' Z .,= 1.911 In' B = 3.15 in h/t = 31.4 H = 3.937 in I= 0.118 in Is section adequately sized for strength design? YES TITLEIPROJECT NAME SPG -2878 COMPONENT Rotational Support (Beams between posts) Geometric Data and Assumptions Panel Width: 8.1 ft Panel Weight: 3.5 psf Demand Actions SUNSEEKER STRUCTURAL DESIGN DATE JOB # 6/1/09 F 69-108 ENGR PAGE MEM 12 s CODE•�rr. )sry:z'tryf:v?:rcr�ec 2007 CBC GOV.AGENCY Butte County Length = 11.0 ft (Loading occurs over the tributary width of 1 post) Gravity Load: woad = Panel Weight x Width = 28.3 plf ws,n,n9 = w„ad x cos (0) = 26.1 pif wweak = w.d x sin (0) = 10.8 plf Ms,n,ng = (1/2) x (ws,mn9 x L2)/8 = 198 Ib -ft Mweak = (1/2) x (wweek x LZ)/8 = 82 Ib -ft V9m„ _ (1/2) x (w„ed x L)/2 = 78 Ib Wind Load: Maximum Load occurs when y = 0° Case B (Negative represents uplift)' w__ = -108 plf Mwind = (1/2) x (w..,m x LZ)/8 = Vwnd = (1/2) x (wn.— x L)/2 = Twisting Mn,ar = 169.3 Ib-ft/ft T_ _ (1/2) x (U2) x MM_ _ Snow Load on Flat Panel: w„e„ = Snow Weight x Panel Width = 0.0 plf Mstmny = (1/2) x (wr,n,,,9 x LZ)/8 = 0 Ib -ft V:naw = (1/2) x (ws,., x L)/2 = 0.0 Ib Controlling Load Combination: 1.2D+1.6W+0.5S 466 Ib -ft Note: For simplicity, snow load is based on a flat panel. The slope angle of the panel may be used to reduce demand from snow load. Mu m—,) = 1.2x 197.7 + 1.6 x -814.5 + 0.5 x 0 = -1066 Ib -ft = -12.8 k -in Mulweak> = 1.2x 81.88 + 98 Ib -ft = 1.2 k -in Ta = 1.6 x 466 + = 745 Ib -ft = 8.9 k -in V. _. 1.2 x 77.8 1.6 x -296 + 0.5 x 0 = -381 lbs = -0.4 k O = 22.5 ° -814 Ib -ft -296 Ib 466 Ib -ft Note: For simplicity, snow load is based on a flat panel. The slope angle of the panel may be used to reduce demand from snow load. Mu m—,) = 1.2x 197.7 + 1.6 x -814.5 + 0.5 x 0 = -1066 Ib -ft = -12.8 k -in Mulweak> = 1.2x 81.88 + 98 Ib -ft = 1.2 k -in Ta = 1.6 x 466 + = 745 Ib -ft = 8.9 k -in V. _. 1.2 x 77.8 1.6 x -296 + 0.5 x 0 = -381 lbs = -0.4 k SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME DATE JOB # SPG -2878 f 09-108 COMPONENT ENGR PAGE Rotational Support (Beams between posts) MEM 13 Analysis Section: 100mm x 80mm x 3mm Tube Torsion Check (AISC H3.1.b) Fe, = 0.6 x Fy = 21.6 ksi m= 0.9 C= 2(B-t)(H-t)t - 4.5(4-pi)t3 = 2.73 in' Bending Check (AISC 177) Strong Axis: Mp = Fy x Z = 80 k -in m= 0.9 Weak Axis: Mp = Fy x Z = 69 k -in m= 0.9 Properties A: 1.62 in' I: 3.71 in' 2.23 in' ZWaax 1.91 in' h/t: 31.4 H: 3.94 in CODE' 2007 CBC GOV.AGENCY Butte County Fy: 36 ksi E: 29000 ksi (VT„ = m F�,C = 53.0 k -in D/C: 0.17 Mn = m Mp = 72.2 k -in Mn = m Mp = 61.9 k -in Shear Check (AISC G5) V„=0.6xFyxAw,xCw= 19 k m= 0.9 Vn=0Vn= 17.0 k kw = 5 C„ = 1.0 Combined D/C: 0.16 D/C: 0.02 Combined Torsion. Shear. Flexure and Axial Check (d Torsion D/C exceeds 0.2) (AISC H3.2) "' Assume that rotational supports experience axial loading of 5% capacity �% Z OK Pr+M, + I r+Tr = N/A > 1.0 OK PI Ml Vl T Fatigue Check (check stress at service loading for 50 moh wind) to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))^2 = 0.346 Bending Stress y = 1.969 in Mw.v= 198 + -814 + 0 = -617 x 0.35 = -213 Ib -ft -2.6 k -in = My = 1.359 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK Shear Stress T = 466 x 0.346 = 161 Ib -ft = 1.9 k -in B = 3.15 in H = 3.937 in a = (B -t) x (H -t) = 11.58 in, t= 0.118 in T = T = 1 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK 2ta TITLE/PROJECT NAME SPG -2878 COMPONENT Rotational Support (Beams between posts) Geometric Data and Assumptions Panel Width: 8.08 it Panel Weight: 3.5 psf Demand Actions SUNSEEKER STRUCTURAL DESIGN DATE JOB # 6/1!09 09-108 ENGR PAGE MEM 14 Ts' CODE )8"mgsa 7c.^4,aRj.yb.su;i� 2007 CBC GOV.AGENCY Butte County Length = 11.0 ft (Loading occurs over the tributary width of 1 post) Gravity Load: w�n = Panel Weight x Width = 28.3 plf wsv,,,y = wVen x cos (0) = 20.0 plf wwesk = w,., x sin (0) _ 20.0 plf Mstmng = (1/2) x (w,,,n„g x LZ)/8 = 151 Ib -ft M—k = (1/2) x (W...k x LZ)/8 = 151 Ib -ft Vg,,,, _ (1/2) x (w,, x L)/2 = 78 Ib Wind Load: Maximum Load occurs when Y = 180' Case A O = 45 ° w,,,—, = 187.5 plf Wind _ (1/2) x (w„o,,,, x LZ)/8 = 1418 Ib -ft Vwim = (1/2) x (w,,_ x L)/2 = 516 Ib Twisting Mete„ = 24.18 Ib-ft/ft T... _ (1/2) x (L/2) x M_ = 67 Ib -ft Snow Load on Flat Panel: ween = Snow Weight x Panel Width = 0.0 plf M„,er,g = (1/2) x (w,,,,,,g x L2)/8 = 0 Ib -ft V,,,o„, _ (1/2) x (Ww.ng x L)/2 = 0 Ib Controlling Load Combination: 1.2D+1.6W+0.5S M„ I,,,,,,gl = 1.2x 151.3 + 1.6 x 1418 + 0.5 x 0 = 2450 Ib -ft = 29.4 k -in M,weak) = 1.2 x 151.3 = 182 Ib -ft = 2.2 k -in T. = 1.6 x 67 + = 106 Ib -ft = 1.3 k -in V„= 1.2x 77.8 1.6x 516 + 0.5x 0 = 918 lbs = 0.9 k SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME DATE JOB # SPG -2878 6/1109 09-108 COMPONENT ENGR PAGE Rotational Support (Beams between posts) MEM 15 Analysis Section:. 100mm x 80mm x 3mm Tube Properties A: 1.62 int I: 3.71 in' 4-9: 2.23 in Z..,: 1.91 in' h/t: 31.4 H: 3.94 in CODE 2007 CBC GOV.AGENCY Butte County 36 ksi 29000 ksi. Torsion Check (AISC H3.1.b) F, = 0.6 x Fy = 21.6 ksi m= 0.9 mT„ = m FuC = 53.0 k -in D/C: 0.02 OK C= 2(B-t)(H-t)t - 4.5(4-pi)t' = 2.73 Bending Check (AISC F7) Strong Axis: Mp = Fy x Z = 80.2 k -in m= 0.9 Mn '= m Mp = 72.2 k -in Combined D/C: Weak Axis: Mp = Fy x Z = 68.8 k -in m= 0.9 Mn = m Mp = 61.9 k -in 0.44 OK Shear Check (AISC G5) V„=0.6xFyxkxC„= 18.9 k (P= 0.9 Vn=4)Vn= 17 k D/C: 0.05 OK k„= 5 G,= 1.0 Combined Torsion, Shear. Flexure and Axial Check (if Torsion D/C exceeds 0.2) (AISC H3.2) "' Assume that rotational supports experience axial loading of 5% capacity P, M, V, T, 2 OK A M, (V,Tr Fatigue Check (check stress at service loading for 50 mph wind) to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))42 = 0.346 Bending Stress y = 1.969 in M(s,,,,,9)= 151 + 1418 + 0 = 1569 x 0.35 = 542.9 Ib -ft = 6.5 k -in 6 = My = 3.456 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK Shear Stress T = 67 x 0.35 = 23 Ib -ft = 0.3 k -in B = 3.15 in H = 3.937 in a = (B -t) x (H -t) = 11.6 int 1= 0.118 in T T = = 0 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK 2ta SUNSEEKER STRUCTURAL DESIGN TITLE/PROJECT NAME DATE SPG -2878 6/1109 COMPONENT ENGR Panel Rail MEM Geometric Data and Assumptions 69 Panel Rail Length, L: 8.08 ft Panel Rail Tributary Width: 2.6 ft Panel Weight: 3.5 psf Rotational Support Spacing, x: 2.6 ft Demand Actions Ib -ft = Gravity Load on Flat Panel: w„ef1 = Panel Weight x Trib. Width = 9.1 plf Wind Load: Maximum Load occurs when T = 180' Case B . W-1 = Max p„„, x Trib. Width = 69.0 plf JOB p 09-108 PAGE 16 CODE ,......r� ADM GOV.AGENCY Butte County 0= 37.5 0 Snow Load on Flat Panel: wVer, = Snow Weight x Trib. Width = 0 plf Controlling Load Combinations: 1.2D+1.6W+0.5S w0 = 1.2 x 9.07 + 1.6 x 69 + 0.5 x 0 = 121.3 plf M. = 0.5 x w„ x (U2 - x/2)2 = 456 Ib -ft = 5.5 k -in V. = w„ x (U2 - x/2) = 333 Ib 1.2D+1.6S+0.8W w„ = 1.2 x 9.07 + 1.6 x 69 + 0.8 x 0 = 66 plf M. = 0.5 x w„ x (U2 - x/2)2 = 248 Ib -ft = 3.0 k -in V. = w0 x (U2 - x/2) = 181. Ib Analysis Section: Aluminum Alloy 6063A -T5 Extruded Properties Y: 1.398 in I: 0.531 in Al _j, Demand: Um„ _ I = 14.4 ksi Bending Check (Aluminum Design Manual 3.4.4) mFL =min of { 1.3(D,,F,y = 28.7 ksi GOVERNS 1.424)f,/k, = 35 ksi my = 0.95 m„ = 0.85 k, = 1.0 Deflection (conservative approximation with a = U2 -x/2) Snow A= wa4/8EI = 0 in Wind: A = wa4/8EI = 0.09 in Dead: 0 = wa4/8EI = 0.01 in GOVERNS F y: 23.2 ksi FtO: . 29 ksi E: 10100 ksi• "'verify strength values D/C: 0.50 OK By: MEM NorthStar 11.1 MISSION RANCH BLVD. Date: 6/1/2009 ENGINEERING SUITE 100 Job No: oil -\ \2 CHICO, CA 95926 Page of 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in. the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE W = 1.5 KSF By: MEM Date: 6/1/2009 Job No: Page I of COLUMN FOUNDATION MAXIMUM WIND FORCE ON COLUMN fl: MEDIAN HEIGHT OF STRUCTURE (X) = NorthStar ENGINEERING 1460 LBS 3.5 FT MAXIMUM OVERTURNING MOMENT FROM WIND (Mmax) = 5110 FT -LB LATERAL SLIDING RESISTANCE = 130 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) ENTER (1 FOR YES) OR (( 1 YES LATERAL SLIDING RESISTANCE (S1) = 260 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = (A / 2)' (1 + (1 + (4.36' h / A)^0.5) WHERE A = 2.34 * P / (S1 - b) = 4.045 P = 1460 LBS (APPLIED LATERAL FORCE) S1 = 563 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER UBC TABLE NO. 18-1-A BASED ON 1/3 THE EMBEDMENT DEPTH) b = 1.5 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h = 3.50 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P ) d1 = 6.5 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 6.4 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S'1 VALUE MAY BE DOUBLED. USE: 1.5 FT WIDE 6.5 FT DEEP PIER FOOTING C 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 v DI C B A ARRAY TILT:20° AZIMUTH:180e 5 4 NAAOQYEn: - 01awm txW ft 32 Sanros Mh,Rd 32 R AI Rd V view Ct LOS1 anPeI,a PROJECT LOCATION ti ".P 10 2009 Ma Quest Me. Map Data 02MMAV1E0 a,-TeleA as PG wcaMrC1ocMrnN1LdlwAG_. oMAuala0Uupro2CoD. CwMon SPG SOLAR 20 LEVERONI COURT wuWnaaamtMt�! O[oiiECCiDWa.oVan.tl¢gmvprOD.e,c�orrtnmn.ndcenPewwG McowwVMwwmr.sIexMmuunnlrwpamsusaoKr1a0ar rr < WtN011rQC�`s'Y1°rt"101i�ix'c`atairtu�am�c'�oo M�'"'�aaO"�` got"" NCA LIC. CA 94949 cnuc.tt7ssoe6 PROJECT NO: 2917 4 t 5-683-7657 CAD DWG FILE: A-000VER.DWG 5 4 2 RON GUNN D PROJECT # 2917 10444 DOE MILL ROAD CHICO, CA 95928 APPROVED PLANS AND PERMIT SHALL BE ON SITE APN:063-340-015 FOR ALL INSPECTIONS CLIENT PHONE: 530-893-5373 SCOPE OF WORK c 6.37 kW PHOTOVOLTAIC ARRAY, GRID TIED, GROUND MOUNTED (44) SUNTECH STP175S-24/Ab-1 BLACK PV MODULES (1) FRONIUS IG PLUS 7.5-240 INVERTER THE 2007 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS r AMENDED BY THE JURISDICTION I{ not7t v 'rn THIS PROJECT. Sheet Index r4 L)N^/ Sheet Number Sheet Title BUILDING A-0 COVER 'PERMIT# a9 - 0792 ASSESSOR'S A-1 SITE PLAN (PARCEL# 06, - 3 y/---.) - c>15 -- S-1 STRUCTURAL BLI_ < �' tr,r e t t LAYOUT' B111L��.��: <� ��131 Vin; 0 S-2 STRUCTURAL AlaPF SECTION E-1 SINGLE LINE REVISIONS PROPERTY OWNER: RON GUNN PARCEL NUME DESCRIPTION BY CK'D APP/0 ADDRESS: 10444 DOE MILL ROAD 063.340• CHICO, CA 95928 °FS""ER: DANIEL MEYER 415-382-2168 "TE� 6/1/20D9 """"`E" JAMES WATERS 415.601-0945 TE 6/1/2009 co"s"u"00 KEVIN ROSALES 530.693-2000 TEt 6/1/2009 3 2 A COVER PEP&"- F — - - ' LE COPY L+ i RICAL AUXILIARY FLOC R«u�IR� 1 GENERATOR —N"L� PERMIT �� 1 SEPARATE ELECTRICAL _ / FRAM �iJT T E LuUiiTY �LJiLI"Oiielu ', 1 DiVI5iC3Nlop / 1 SPO .J* le Q PARCEL NUMBER: 063-340-015 1 . 1 / I / 1 1 / IMSITE PLAN A-1 SCALE: V = 75' 1 1 ARRAY TILT:20° AZIMUTH:180° S No EASE CONS- Nov MENTS ALL PORTIO Be OUT NS OF STRUCTURE TO FOOT NIS OFFEASEMENT-INCLUDING EAVES ANC FOUNDATIONS, WALLS, NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED F ANY OF THE FOLLOWING E TIONS ARE OBSERVED AND CONDI INOT SHOWN ON THE APPRC CONDITIONS PLANS: EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS 1 DRIVEWAY STABLE ti 1 0 1 1 I � 1 1 I 1 1 HOUSE0 INSTALL NEW SUB -PANEL INSIDE GARAGE. 00'f (RELOCATE SELECTED LOADS TO MAKE 1 BREAKER SPACE FOR NEW BREAKER.) I INTERCONNECT PV SYSTEM IN NEW SUB -PANEL. SEPTIC TANK & 1 I 1 LEACH FIELD MAIN PANEL & METER OUTSIDE PROPANE TANK WATER TANK POOL 1 RUN EMT CONDUIT UP WALL AND INTO 1 1 ATTIC. RUN FLEXIBLE METAL CONDUIT IN 1511.600 ATTIC TO INVERTER LOCATION IN GARAGE.. -r\/ / BURRY 1" MIN PVC (SCH 80 COMPLY WITH CALIFORNIA / CONDUIT IB"TO TOP OF PIPE ELECTRICAL CODE- FOR TORS SECURE CONDUCTORS AND (LINE LOCATOR TO FIND I o� �1ED 170' WATER & PROPANE PIPES METHODS- CONDUIT PER ALL APPLICABLE / / PROPOSED GROUND REQUIREMENTS AB REQUIRED BY THE i 50' CEC FOR THE SPECIFIC METHOD / MOUNTED PV ARRAYS 2007. "OF WIRING I) SPG SOLAR 20 LEVERONI COURT NOVATO, CA 94949 CA LIC. o759688 415.883.7657 REVISIONS PROPERTY OWNER: RON GUNN concwru� we mwra,umun o.rwaawwroruoorw*. o�wnvcracara�Ic+c� uv.mnsmeaeorJ geowm�ru�uo nc ruaw.c mu.cnrrae.oma..c .row.u.rmm REV DATE DESCRIPTIONBY CK'D APPID ADDRESS: 10444 DOE MILL ROAD 0 6,01.09 1 FeKml I br I IDRMI I CHICO. CA 95928 uic Naouwtsaacarco, PROJECT NO: 2917 CAD DWG FILE: A-1 SITE PLAN.DWG DESIGNER: DANIEL MEYER 415-382-2188 MANAGER: JAMESWATERS 415-601-0945 CONSTR1C1ON KEVIN ROSALES 530.693-2000 SITE PLAN 6/1/1009 6/l/2009 6/2/2009 PERMIT SET A-1 RE VED I D I c lm A 5 4 1 91 I 2 I 1 LEGEND PV MODULE ------ - - TRENCH / CONDUIT RUN TTI ALUMINIUM RAIL TTI TORQUE TUBE (BEAM) 100mm x 80mm x 3mm STEEL POST W/ SUPPORT CRADLE 60822 Er -WA -lo N W E ARRAY TILT:20D AZIMUTH:180D W4 1 ARRAY LAYOUT S-1 SCALE: 3/16" = 1'-0' 4 -DIAMETER, SCH 40 STEEL POST SET IN 18" DIAMETER, 6' -6 - DEEP CONCRETE PIER, TYP TRENCH RUN TO HOUSE (SEE SHEET A-1) I i 10 1 1 36'-3" I 1 1 I c 20'-0" It 111-11" 28'-1" WIGSPG SOLAR RBYSxEO.�FFOdCE0.0DMED.dEOOSED.OFu5E0.ixM0.MWES%rtf.wP%xFWnGOSE TpUI THE E%FREES w0.�T1Ex FERW490N OF%d1Ev %DfMPoEO 0.EP0.ESENi%OVE OFSw SOWi. 20 LEVERONI COURT iHC %LL PoGNM 0.E9E0.vED. NOVATO, CA 94949 CA LIC. #759086 PROJECT NO: 2917 415-883-7657 CAD DWG FILE: S-1 STRUCTURAL LAYOUT.DWG 5 4 41'-6" REVISIONS PROPERTY OWNER: RON GUNN PARCEL NUMBER: DESCRIPTION BY I CK -D APP/D ADDRESS: 10444 DOE MILL ROAD 063-340-015 P RMIT ET CHICO. CA 95928 DESIGNER: DANIEL MEYER 415-082-2188 ATE` 6/1/2009 MANAGER: JAMES WATERS 415-601-0945ATE:o1-0sas 6/1/2009 CONSTRUCTION: KEVIN ROSALES 530.693-2000 ATE. 6/1/2009 _ z D I c I UA 1ILC�` y .e.'%/lSl STRUCTURALLAYOUT PERMIT SET 1 S-1 5 4 9 2 1 SUNTECH STP175S-24/Ab-1 MODULE SPECIFICATIONS • L x W x H = 62.2" x 31.8"x 1.4" 1 SECTION VIEW . WEIGHT =34.1 Lbs. D D S-2 SCALE: 1/2" = 1'-0" IB A N 1 MAXIMUM TILT: 40° i i i i 8'-5" 3'-2" 5'-6" 6'-8- 2'-9- V-6' EXISTING GRADE <. I.. I,a 6" 4" DIAMETER, SCH 40 STEEL POST 1 ` 3--0- SET T-0" IN CONCRETE PIER I I. I. i. I.. I. I. I 6'-6- 18' DIAMETER, 6'-6" DEEP, 2500 PSI CONCRETE PIER W/ (4) #4 REBAR, VERT i. I. 9 I< 1 ARRAY TILT:20° AZIMUTH:180° ��� wREIOERnr.l. Twson.wlRo •RD UR UT.. cescwRro".. RooTRER "wRRRTwR ooRruREO REREIR SPG SOLAR IRE COR40EREDISPRDRRIET"RAIO EF-ERi�RERTVOF -R, REV DATE IRC.•RpSrNLLROTOE R,RtISRED. RERtOD1IOE0. f�REO. bSOIOSED.OR OSE0.1R wRIXE OR IR ORI. EOR uM RTWSE 20 LEVERONI COURT a MDO �E . """"""—ON O1"-1A—...REwESER.nVE o.5xsa�R � IRC KI wGRTB ESERVE0. NOCA 94949 CA LIC. #759086 PROJECT NO: 2917 415-8 415-883.7657 - - - CAD DWG FILE: S-2 STRUCTURAL SECTION.DWG 5 4 2 STRUCTURAL DETAIL S-2 SCALE: 1-1/2"= V -0 - TTI T -CLIP ASSM. TTI ALUMINUM DOUBLE CHANNEL MODULE SUPPORT RAILS TTI TORQUE TUBES (BEAMS) 100mm x 80mm x 3mm STEEL PV MODULE , I c TTI ATGM CRADLE ASSM. APPOVi INNER CINCH TUBE 4" DIAMETER SCH 40 STEEL POST SET IN CONCRETE PIER REVISIONS PROPERTY OWNER: RON GUNN PARCEL NUMBER: DESCRIPTION BY I CK'D JAPPID ADDRESS: 10444 DOE MILL ROAD 063-340-015 PERMIT ET CHICO, CA 95928 DESIGNER: DANIEL MEYER 415-382-2188 ATE' 6/1/2009 MANAGER: JAMES WATERS 415-001-0945 ATE. 6/1/2009 CONSTRUCTION: KEVIN ROSALES 530-693-2000 ATE` 6/1/2009 2 STRUCTURAL SECTION PERMIT SET S-2 1 A • 5 -t 6.37 kW GUNN D (44) SUNTECH STP175S-24/Ab-1 BLACK PV MODULES (1) FRONIUS IG PLUS 7.5-240 (240 V) INVERTER (44 X 151.7 X 95.5%) = 6,374 W AC (44) SUNTECH STP175S-24/Ab-1 BLACK PV MODULE: MAXIMUM POWER: 175 W CEC POWER RATING: 151.7 W MAX POWER VOLTAGE: 35.2 V OPEN CIRCUIT VOLTAGE: 44.2 V MAX POWER CURRENT: 4.95 A SHORT CIRCUIT CURRENT: 5.2 A C (1) FRONIUS IG PLUS 7.5-240 (240 V) INVERTER: MAX DC INPUT: 600 V MAX AC OUTPUT CURRENT: 31.3 A PEAK EFFICIENCY: 96.2 % CEC EFFICIENCY: 95.5 (4) STRING OF 11 MODULES TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 486 V TOTAL MAX POWER VOLTAGE: 387 V SHORT CIRCUIT CURRENT: 5.2 A MAX POWER CURRENT: 4.95 A I B F7 PHOTOVOLTAIC POWER SOURCE OPERATING CURRENT = 19.8 Amps OPERATING VOLTAGE = 387 Volts MAXIMUM SYSTEM VOLTAGE = 549 Volts SHORT CIRCUIT CURRENT = 20.8 Amps NOTE: THE ABOVE LABEL IS TO BE PLACED AT THE DISCONNECTING MEANS PER NEC CODE 690.53 4 MAXIMUM SYSTEM VOLTAGE= (OPEN CIRCUIT VOLTAGE + (Voc x TEMP CIDER x AT)(# OF MODULES) (44.2 + (44.2 x .0034 x 37))(11) = 549 V 5 SPG SOLAR ` ww�a.ay.c."micuo"caw: as 20 LEVERONI COURT NOVATO. CA 94949 CA LIC.#759086 PROJECT NO: 415-883.7657 CAD DWG FILE: 4 (11) SUNTECH STP175S-24/Ab-1 MODULES (IN SERIES) (11) SUNTECH STP175S-24/Ab-1 MODULES (IN SERIES) (11) SUNTECH STP175S-24/Ab-1 MODULES (IN SERIES) (11) SUNTECH STP175S-24/Ab-1 MODULES (IN SERIES) DC VOLTAGE DROP - 1.3 % CAUTION: SOLAR CIRCUIT WARNING STICKERS REQUIRED ON ALL DC ENCLOSURES AND DC CONDUITS EVERY TEN FEET, AT TURNS, AND ABOVE AND BELOW PENETRATIONS CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED WARNING STICKER REQUIRED AT MAIN SERVICE DISCONNECT METER SINGLE-PHASE, 240 V 200 AMP BUS, 200 AMP MAIN BREAKER 40 AMP 2 -POLE LABEL, CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH(ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR A LOCTION AND -OR EQUIPMENT (1) #10 GROUND BOND MOUNTED AT ARRAY DC DISC SMA COMBISWITCH FUSIBLE LOCKABLE NEMA3R 4 POLE 40 A, 600V 2222 (4) 10 AMP FUSES #4 GEC COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 240-24 REQUIREMENTS I APPROVED LOCATION OF OVERCURRENT PROTECTION ' (2) #4 THWN-2 3/4" EMT / FMC APPROX. 230 FT RUN, TOTAL D COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING + SUPPLEMENTARY GROUND ROD AT ARRAY FRONIUS IG PLUS 7.5-240 7.5 kW INVERTER 240 VAC MOUNTED INSIDE GARAGE UL #1741 INTERNAL, PROVIDE READILY ACCESSIBLE LOCKABLE CAPABILITY TO CIRCUIT BREAKER(S), I DC DISCONNECT DISCONNECT(S), FUS E(S),SWITCH (ES) � GF AND THEIR ACCESSORIES AS REQUIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE FRONIUS IG PLUS 7.5-240 INVERTER MAX AC OUTPUT CURRENT - 31.3 A 31.3 X 1.25 - 39.1 RATED AMPS (3) #6 THWN-2 RELOCATE SELECTED LOADS FROM MAIN PANEL TO NEW SUB -PANEL TO MAKE SPACE FOR NEW BREAKER NEW SUB -PANEL IN GARAGE AC VOLTAGE DROP - 0.3 % (125 AMP RATED) (3) 98 THWN-2 40 AMP 1 #8 THWN-2 GROUND 2 -POLE 3/4" EMT POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN NEC 690.64(8). REV DATE DESCRIPTION wwcnna"aomnaac mow++b+� BY CK'D APP/D ADDRESS: 10444 DOEMILLROAD ITS T eeo.uwaca"ww,,,a,w. w.ac CHICO, CA 95928 DESIGNER. DANIEL MEYER 415-362-2186 2917 MANAGER: JAMES WATERS 415.601-0945 E-1 SINGLEUNE.DWG CONSTRUCTONI KEVIN ROSALES 53¢693-2000 2 6/1/2009 6/1/2009 6/1/2009 C COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR I SOLAR PHOTOVOLTAIC SYSTEMS MJIL►1, f S� ,gPO"�=�'ts��) SINGLE LINE PERMIT SET I E-1 I ;FILE COPY OWNER Vi%/A/ APN 6 --:� . I 3-q0 BP-#V07,7z� 0 "CoL ffvLjM&ax-M 3P.0. Boa 1156 40rlaa4, Galitoraiai. 95963 �530� 899-8988-0=�ioe �530� 624-'7284- Goll Liooasc�:833994 �vl �V V I Lk izsoGac 1�amR [rAE-W MW I-TTE COUN 7y BUILDING DIVISION APPfZOVED oo Assessor's Parcel Number:Q © 3� - ©©0 - 0 0 Size (Acres) t� +LH -4- DOE M I u. Owner Name /Address / Phone No. Site Location Zoning ^ General Plan Nl Cl ftft 40 ft 30 40 56 GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' BLOW, E P m N � ! 13S To CAMYC (NOT * o ro 0 ©00 —g, m � c 0 4 L 1 0 113 0 0 IM c n � 0 r PITI�IN �I 0-� I-IL6