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027-010-031
NOTES r RESIDENTIAL 027-010-031 VO4-0106 PERMIT NO. {_MALMGREN, BURL & PEGGY - BRYDEN RD, OROVILLE CONT: OWNER NSF �V� 416 Z') ):I f SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS y SUB -STANDARD HOUSING LETTER OF"FI'CE COPY Address f i GAS _ Meter By Da ELECTRIC Meter By Date i L =y Sate —� r' ELECTRIC Date �. Meter By `JOB FINALED (Date) Signature f CHECKED BY J = OK, 0 = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L'ft. / /' Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to.Grade-HD Approval . 8.' Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10, Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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-Panel boards- 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2: Footings; Size -Spacing -Marriage Line 3. • Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas.and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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-Panel boards- 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 = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date , -, UNDEBPI10OR (Plans) OK except #'s Main; Soils -Elea Grnd.-/ "vP' Ftg. Depth IV IJ Ftg., Garage; Soils-Steel-Elec. Grnd.-� Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pie Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test !9,41F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. W ter Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection 19. ., Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Acce – ✓ est Tub & Shower, Second Floor -Tub Access 2. Pipe; Sixe & Anchors Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection . E0c. Receptacles Spacing -Lights & Switches at Doors 2 . Si Boxes & No. of Conductors Stapled Rc�cwex Installed Close to Edge of Studs & C.J. q 'p. Ground made up w/Mech Fasteners -Bond Gas & Water 29. Appliance Circuits in Kitchen & Conductor Size GFI A. S eed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI /+ 4A -Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Conductors & Ground Main Disconnect Clearances Panels-Motors-Mech. Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3;ff A.C. Ducts Insulation & Su000rt 3 . Vent Fan, Exhaust above insulation 38/Condensate Drain & Overflow, Size & Grade Access -Comb. Ait-Return Air Vent 115 Outlet Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s +r Sills Proper Materials & Anchors 4 Walls Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 5. Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs & Beams -Size & Date FRAMI (Continued) rs-Post Caps -Anchors -Connectors 4 . Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ! ce Ties or Type A Flue -Fireplace Throat Clearance ttq�,Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . drm. Windows or Exitina Doors -Sill Ht. & Dimensions 52,-d-aracie Fire Protection Framinq-RC Channel 3rd Storv. 2 Exits S , Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers Ing -Nailing Veneer 5W'§Wecc, Mesh -Drip Screed -Fd. Vents-Underflr. Access W-Glaging Area -Glass Protection -Skylights -Plastic fd r W IIs; Nailing -Bolts e Interior/Exterior Wall P els on Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 . Date Card B-1 Date Card B-1 • Date Card B-1 Date FINAL (Plans) OK except #'s 64-Ex–t. Steps -Door & Sidelight Protection -Landings oke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ji7!BBQroom Exiting 6 . & Bath Fixtures & Tub Access -Spa ec. Tri & Subpanel, Breaker Sizes & Labels 7 . tairs & Rails (replace or Stove, Clearance -Hearth 7,q. ec. Outlets at Wood Panel, Int. &Ext. 75-7�1. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter ara Fire Door; Swing -Landing -Closure 75e—AT. Duct in Garage -Damper 7 tr.; Vents -Clearance -Comb. Air Connector-P.R_ .V. in Ga e; Above Floor-Mech. Protection ; EI c. & Mech., Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)-Romex Protection su tion -Foam -Looked in Attic Art—Gugo Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clgxwce Looked under Floor 0 Yes _ 88' --Following Instid./D ' 0 Yes 0 No/Walks 0 Yes 0 No/131griters 0 Yes 0 No 84. Styyeo Br -Finish 'b- -CF A.C. Un't Disconnect, Electrical -Plumbing 8 encs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings _ 87. W2!wAAfell, Disconnect, Electrical, Plumbing . xterior Elec. Trim, G.F.I. Receptacle -Underground . e ' ation Throughout House GI ss Protection C tions from Previous Inspections 2. G Test -Meters Tagged, Gas -Electric plater & Sewer Connected -C/O to Grade -HD Approval 4. gy Compliance Certificate -Other Certificates t1atJ`j&___LCard -Date 5. ress Posted Fire Sprinkler B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 -- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Aj IAf 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 :t completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ti, I A REV 10/92 V1R'-4 ��. -�-.. P 1� � - _,� `T'f �_ 'v.sy q��!•'R�!_rYPv�.�'fi�-R��l. Mw -. . �}� 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 In CORRECTION NOTICE 1 �VW 61 V t -U l D �e ,z OWNER PERMIT NO. zi 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. rol9c-- pt -v- ws I ) �- V- /---)v (J<- coif A- 1�Le C -r, /) t 1 17 11 Htv 10192 k 14 .A y� 4 11 Htv 10192 k COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Cki6o, CA - (530) 891-2751 7 County Center Drive -'Oroville,'CA- (530) 538-7541 A., NOTICE- CORREC TION 6/6G OWNER PERMIT NO. A routin 5" 6spection 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 cc please lele�-iyou have any questions pertaining to this matter, or need additional explanation, act this office immediately. If X�/ D Az2 167/7-0-f 14 1� IZ T/1L 41 65-1 L -Uj 7To j 7-46LP _S7 0�2 -A- 0 if PL dfo rL- -'rnLts y qf_ •-- --z:,�,4r1.�L...: w-r.-•r.:-'�r.-.*�.-{,..+..�-+'7..Lr'�r.t'e+{..yYl.Y'�`d �'.` .�"'►'��-a _.�..-,•,l. �..�'Yrrc��''v""a��Klr�r'�"�� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541.1 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 you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 10/92 _ t INSULATION CERTIFICATE Job DESCRIPTION OF INSTALLATION 1. ROOF .................... ................... Thickness (inches ): ................ ......................................... 3. EXTERIOR WALL Frame A. Cavity Insulation .............. ......... ........ ....... Thickness B. Exterior Foam Sheathing Thickness ...................................................... 4. RAISED FLOOR ............... Material:::::::f1bi * ......... ........... .............. Thickness (inches): ....... ...................... 5. SLAB FLOOR/PERIMETER ............. Material: ................................ Thickness (inches) Perimeter Insulation Depth 6. FOUNDATION WALL Material: ...................................................................... Thickness (inches): Brand Name::::::::::::::: - Thermal Resistance Brand N a m e: :: 146 h** ii ii ...M * in' ... m* : *lkA6ii&::: .... ... . .. Thermal Resistance ................................... Brand Name: '. A(AM .................. Minimuminches ............................. achieve Thermal Resistance (R-Value):77775g= ....................................................... Brand Name:J64#9 MifiAlli� ThermalResistance (R -Value): ........... .............. Brand Name: .......................................... Thermal Resistance ........... ........................... .......Brand Name: :Ibhh9:M.i...... ..... Thermal Resistance (R -Value):::::::::::: ............... ... 5: ....................... ........... ....... ...... Brand Name: Thermal Resistance (R -Value): ........... * ...... ................................. Brand Th................. ermal Resistance (R -Value):::::::::::::: ..................... . ........... Item Number's Signature and -Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541,� (Rev. 12/96) APPLICATION AND PERMIT y4'?/ ASSESSORPARCELNu"`Sm0-2,7o 0 c 3; zD NG?-- BUILDINGPERMIT TELEPHONE., Q SO FT O BUILDING VALUATION . 0 ERs Mnlu DRESS _ �_ f I ) I (� 1 7 CONTRACTOR'S NAME o NAV TELEPHONE CONTRACTORS MAILING ADDRESS J ) CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ CrD ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESSJ 2 i • Permit Fee $ Plan Checking Fee $ BUILDI Energy Plan Checking Fee $ PERMIT FEE LOT NO. SUBDNLS IONS NAME PARCEL MAP ._"L PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF 1/Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 �— .� Each as water heater or vent 15.00 — TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G 1W @20.00 PERMIT FEE $ , CDCD ELECTRICAL PERMIT Filing Feel 20.00 Main Service ".A oR LEss 200A OR LESS 23.00 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 full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, /VIII do the work, and the structure is not intended or offered for sale. C�7 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADDNS. ( 8 ACC. IES. 3.50FT. NEW CONST. MULTI -OUTLET @7.50 NON-RESID. POWER APPARATUs S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES a20 @ 1 00 Ex. Occup. DFlUxT ETS Aa oE.- 5.00 Temporary Service 23.00 _ Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 2 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers'compensation laws of California, and agree that rf I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X l Date q SigrAtOVOY Appli ant - Crwner ❑ Contrac or ❑ Agent r o An OSHA permit is required for avations " deep and dem 'tion /07/7f of structures n g t. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR P K -INS C R GOLDENROD -APPLICANT MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling _ Hood 6.50 Jai Ventilation PERMIT FEE Mobile Home Installation Fee Energy Inspection Fee M — °� TOT FEEnot HAZ- D.. F IMP C 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. ey to PERMIT EXPIRES ON Date J i �' F '� i din K"'►1"k�*11+k' ...y`� T4"�;�ag9�//"(/its;/��.i/�i�+j/,t¥�, t/yucl�.:-'?1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County, Center Drive,'Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: %rA-t- e_- oe C-0 ASSESSOR PARCEL NUMBER ' 4n 2 %' o h n' 03 t t �! J � � Cr I � � O Q,-- .,_.. Propo�,5e, ,d'.Building Use: Counter Technician: � Date: 4r'' `:Itemsle`quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1y Site plans, 3 or 4 sets, signed by the preparer of the plans. ; a4= 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 07. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. (t'Engineered truss details and layouts in,duplicate. No faxes! Letter from Engineer or Architect for truss design review. __ Energy compliance design and supporting documentation in duplicate. 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 talcs 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 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico !3,Oroville, as applicable. 16. Other Raining 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 ........................................... OP 20. Erosion Control Plan Required........................................................................ 4 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ....................... ..y ...................................... . 23. California Department of Forestr plan approvals❑ paid. Sent by:�........... ❑ 24. Planning approval (A) Use�K, (B)Parking: (C) Parcel Check: 1 �23-DLf 25. Contact Land Development about _ Improvements, _ Drainage ......................... '1- 26. ODES Form............................................................ ............ ......... ........ ..... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ . 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits ................... �..... ........................ ....... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Grar d-, ❑ V.H. Title/St ment of Facts, Letter from Legal Owner, ❑ Chec,,k 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 obtaiiiing i:ftg permit. Applicant:.�,,�Ban _1. Index permit a licatll ton for the above items numbere : rheck Letter. 2. Additional itemsreq ' a��-C Contractor, designer, wn s advised of the above data by phon , ❑ mail, ❑ counter, Date: -� Contractor, designer, owner w dvised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by:�Datel.� Date: Plans approved by: Date Structural reviewed by:Date: Structural approved by: Date: Note transfer by: Yellow: Building Division E.N. USE ONLY $402 Ran Attechad fio®r Ran Attached Sam to S.D. TO: Building Departme t FROM: Environmental Health SUBJECT: Sanitation Clearance Owner C1 Loc tion AP# Plan Approved for: Sewage Disposal _� Water Supply: Public Private' Well a/ Clearance for .r dwelling. Other �Q,e 7 &&gce-1 A.)�/ Hold final for: Final clearance O.K. for: NOTE: • Environmental Health 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # t%��/ Q'_6/% 0-651 OSa @�l PR ROSED BUILDING USE �� DATE — / '6q_1 CCEQ'T DATE REC. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... 2. OOL DISTRICT FEESW3. aid at School District Office) (fo avaiVUA, 6M, lable after Plan Check) lI��II SHERIFF FEES (paid at Building Division) �l Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) ' C7. INSPECTION AND PLAN CHECK FEE K89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #� $200.00. (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... - X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) rA r e School District A.P. Number Property C er Property Location/A Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 1 •(One form per Bui� Ing) ' i Buildiing Department No. W ' ���Jurisdiction:City County Residential Development 00 ..................._............................................................................. Q Sq. Footage Q (City) N4ofirg Mobile Home ':. Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # has complied with the requirements of Resolution No. ............................................................................................... *(No foundation inspection) _ ... % Deed Restricted Sq. Footage { f : (Attach a{signed copy of Deed Restriction and Notice of Limited Use Facility document)� Commercial/Industrial �0 _'' T} . �. a —' t = `- x Sq. Footage " "� ,- �•: �.,_ , New Addition 1 (Including Exterior f tRoofed Areas) School District Reprfuentative Date Building, dile, tinent Representative Date DisfricfIdentification No. (a S b —7 School District certifies that i (Applicant) IJ ru V� (Street Address) (Phone Number) O -Y dJ► �e_ 00 C( Sot to (• (City) (State) (Zip Code) S�— has complied with the requirements of Resolution No. by payment of $l�F -� t b , representing fid- `{ square feet. 2926 , $ � LFULL N { x •Ktiaw��• :r'>.'..t�t.. t " �T �..:�- � "+f' ,_.i ve:..+'� :�� i„'�' .-+Ra Vis..... 'i �r-ri :. ..; � ..� "� ,- �•: �.,_ , �. School District Reprfuentative Date ; , Paid by Check # Remarks: U 2"1 �O _ D 3 O 1 n %L Notbs:.You may protest the imposition of the Nes Identified ah n, by submitting a written protest to the District, In compliance wfih Dovo a ont Cods Section 66020(x), within 90 days from the data less are paid. Failure to submit a timely written protist will'prohibit you from dnllenping the Imimitlon of the tees In any court setlon ` If, subsequerd to the School District Representative signhV Oft -Bulb County Schools Impact Fee Certification Form, the School Ditrkt Is notified by the appOcable Local Planning Agency that this project Is being rwiewsd under the California Environmental Quality Act (CEQ4 this pr al A may be sugeet to additional school Nes to My rrrltipsb. No Impact on the school dlstricrt schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 001031dmm NOTES RESIDENTIAL PERMIT NO. __._027-010.031 _ -04-010-7---'). MALMGREN, BURL & PEGGY BRYDEN RD, OROVILLE CONT: OWNER LFIRE SPRINKLERS =r F� I 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER k JOB FINALED (Date) Signature CHECKED BY 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;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card.B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector , 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM.(ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh - 10. 3.- Blocking Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Electricity; MH Test 9. 6. Water; MH Test 10. Plumb.; Cir. Test -Water Supply Test 7. Water and Sewer Connected Light Niche 8. Gas and Electricity Tagged 9. Exits Card B-1 - Date Card B-1 10. License Decals Card B-1 Date Card B-1 11. Verify #'s with Office. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh - 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 -Panel boards -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 - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access .i 22. G Ipe; Sixe & Anchors 23 ire Sprinkler; Test Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light _ 35. Smoke Detector 84. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Comments at Final: 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instid./Drive O Yes O No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: •? " (4Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 IT�I�It - APPLICATION AND PERMIT61M ASSESSOR PARCELNUMBER p 2,1 _- 010 03 1 ZONING BUILDING PERMIT OW E al hiC-7(cm T�✓USI' Bud tl�e YYIaIm �c TELEPHONE 5'3V 58q• 540 f SQ. �. BUILDIN V ION . OWNER'S MAILING ADDRESS ?.©.&X 15yl Drou:lle,. CA, 6i5-1co5 CONTRACTOR'S NAME /5)( (.,(/ /1,,,, , �/5 TELEPHONE 3 3 --z -7-26 CONTRACTORS MAILI ADDRESS ^�n�� cJ`� jrz� ONSTRUC ON LENDER O V,'/IG Co NDER'S MAILING ADDRESS Y D I l Fireplace �. Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS s3 U 5 3 / C J J t0 ..7 Plan Checking Fee $ Sul I ss 3 Q ,.I f- n D QV L�� (il Energy Plan Checking Fee $ , $ PERMIT FEE $ ONOA _-JG SUBDIVISIONS NAME �OLa �. ill PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF )( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New bi Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: /� iQ/�y&eeo g -!J L Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W F @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �1� �2 J t License Class 4r 16 Lic. No. _ �L.�7a(�J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number 2 72 UA/ 23 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. 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 forthwl h comply with tho rovisions. X _ Date/•Z a2 0 3 Signature of Applic - er Contractor ❑ Agent An OSHA permit is required f excav ns over 60" d demolition or construction of structures ov to i ght. Receipt No.: WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. �.SQso. Fr. OR D S. ( MUL�TIC-ou�rLEr NON-RESID. 97.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex, Occup. OUTLET ParuRFs 20 x''00 BAL @ .50 Ex. Occup. GFIx�LEED�A Aa DEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ B Z:jG S VT�hispermit D. FEES IMP FLOOD CDF PARCEL PD HD ISSU is hereby issued under the applicable provisions oeutte County Code and/or Resolutions to do work indicated above for which fees have been paid. ? By ate " > oNel PERMIT EXPIRES ON J — eta COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: _ /i�%�/JI�iPO(/ _ ASSESSOR PARCEL TIJI)vJBER: Proposed Building Use: Building Inspector: fate: 3' At time of permit application, I was a vi. -ed the following data must be submitted prior tope it roce sing nd/or issuance: - U. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer.of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans: All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Prc-inspection for required. 02 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given -to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the permit, process as follows ❑ Mail to owner, DM,ail to otltractor. elephone `J 7 `c�' � and hold for pickup at ZIN"—M off ice. ❑ Delive vith inspector. yApplicant: Date: 3 EXPIRATION OF APPLICA Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued; and two years from the date of permit issuance for permits issued, however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other departmgnt costs are not refundable. Original Applicant o � � ff. NOTES k. RESIDENTIAL PERMIT NO. — 027-010=031 _ _ _ _ _04-2070 I MAIM_ ;AREN, BURL " 104 BRYDEN WAY, OROVILLE j Cont: SUN VALLEY SOLAR ROOF MNT SOLAR 1, n SPECIAL CONDITIONS t� `F CHECKED I BY SRA FLOOD CERTIFICATE REQ. tj FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r 1� a • lr • i 'r 1 JOB FINALED (Date ' Signature J=OK 0 = Not OK NotReadyab1e 1. . MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ Y' L" ft. / P Nat. or / P' L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged •9. Tie Downs -Type -Installation 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-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 48. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 49. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 63. 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date _ Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 76. 24. Fixture & Transformer Clearance -Ins. Protection 77. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 78. 26. Size Boxes & No. of Conductors Stapled 79. 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 95. 40. Attic Access & Platform if Furnace in Attic Date Fire Sprinkler Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) -• 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date _ Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042070 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: 09/14/2004 APN• 027-010-031-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number. � � � Site Address: 104 BRYDEN WAY PAL Date: 9- t�-ac Contrector ILMap Index: Description: NEW ROOF MOUNT SOLAR OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MALMGREN BURL &PEGGY , to its issuance, also requires the applicant for such permit to file a PO BOX 1541 signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA 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 95965-1541 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the " applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 Applicant•' MALMGREN, BURL & PEGGY Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 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 Contractor: 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 Date: Owner. License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self4nsure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier. ::4(1 -Fe _ (� Total Square Ft: 0 S. F. Policy #:� �— O 000_30Valuation: $0.00 Census Code: L3I 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNINVdecure workers' compensation coverage is ailure Jbct unlawful,hall suan employer to criminal penalties and one,�SGi 33 3 g4 .� I4 •Ohundred Q 3 thousand d ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit,is hereby issued under the applicable provisions of the Butte County Cody anrvor I hereby affirm that there is a construction lending agency for the Resolutionto do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �_ v I �, Name: B y Date: PIRESON: 9' (4''4755— PER (11A 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. 1 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. `�� , Print Name: �� Rh �� y- Signature: Date: 14 -a M I 13 Owner ❑ Contractor O Agent for e5- ((Agent for Contractor �OT BUTTE COUNTY 0 0 DEPARTMENT OF.,DE�VELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS o ' - = 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 0 OFFICE #: (530) 538-7541 Civ NA FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" €154 Lrr- OWNER Last Name City irst Na r Addres City City State State Zi Pho Fax E-mail E-mail State License Number €154 Lrr- CONTRACTOR Name City Address Address', � • City J State -5 Phone Book Fax E-mail Planner €154 Lrr- APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name C Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X C:�, j For office use only: Zoning Property Address © no Flood Zone Cross Street SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page 7t # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc - Page 1 of 2 PERMIT NO. n BP BIN # LOCATION AP# C7_C)10_0(31 J0_/� (� Property Address © no City ` o Cross Street WORKER'S COMPENSATION Policy Number a� -- Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: sLz Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount c� U''i Bldg SRA Receipt #: Sheriff SMIP I I Date: n—/ �_ Total I I REV 6-16-04 z .G ..^••�^-._�„aS'4'�+ :'yam*' :� •....-.'^ �r _ W -.r,. T. '.. r'1"i`v �,+•': rwe. �., ♦ 4 '3' -^�� �-r 9v eh.w�1 F�.i'J. - �.y .,�, .. `f. ,$� .1�w �*v �'�6,.y. ��- _,-:tx-�. •r ti>va 3�:.. � a ii it c� . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: SL_A 1. ASSESSOR PARCEL NUMBER Ocq / "' 6,10 _6 � l Proposed Building Use: Counter Technician: Date: Items required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. O 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for'truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. O 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 find 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 O 11. Site plan and business license approval from the City of Biggs O 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable. O 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: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form ............... ..............................................'....... ................ ......... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter.of Signature authorization......................................:............................. O. 33. Recorded, copy of Agricultural Acknowledgment Statement ................................. El34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. O Grant Deed, ❑ M.H. Title/Statement of Facts, O 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: Date: 1- +QoDi 1. Index permit application for the above items numbered: Plan Check Le ter 2. Additional items required o�ontrac ,designer, owner, was advised of the above data by phone, ❑mail, ❑counter, by Date: 04 designer, ow er, was advised of the ab9ye da b ❑ phone, ❑ mail, ❑ counter, y Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division ACORD,. CERTIFICATE OF LIABILITY INSURANCE OP IDK SUNVA-3 DATE (MM/DD/YYYY) 05/13/03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INSR LTR ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Steven Bozzuto Ins Agcy, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 9300 Madison Ave, Suite 100 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Orangevale CA 95662 . Phone : 800. 400. 6394 Fax : 800 .286. 0808 INSURERS AFFORDING COVERAGE I NAIC # INSURED INSURER A: Westport Insurance Company INSURER B: Financial Indemnity Company INSURER C: Sun Valley Acous ical 2385 Ivvyy Street #A Chico CA 95928 INSURER D: INSURER E: 05/01/03 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY_REOUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS•OERTIFICATF MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH _ POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR NSR�q- TYPE OF INSURANCE POLICY NUMBER POLICY_EFPECTIV DATE MM/DD/YY E EXPIRATION ALICY TE MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE - $ I, �V Q , OOG A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X] OCCUR RP1013491 05/01/03 05/01/04 PREMSEs Eaoccurence $50,000 MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s2,000,000 POLICY PRO LOC JECT El B AUTOMOBILE LIABILITY ANY AUTO TBD 05/01/03 05/01/04 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per person) X 'X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) --- GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $NY A AUTO ' OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER A Property Section RP1013491 05/01/03 05/01/04 BPP 65,000 A lEguipment Floater IRP1013491 05/01/03 05/01/04 EQ 87,638 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *10 days notice cancellation exception for non-payment. Certificate Holder is named as Additional Insured per attached endorsement. GtK I If-IGA I t HULUER CANCFLL_ATIM Roy West Construction 391 Starlite Court Paradise CA 95969 ROYWEST SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIOP DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ra%..vrtu co (cUU-I1U s) © ACORD CORPORATION 1988 Job Truss Truss Type Ory Ply WASHBURN RESIDENCE WASHO107 F2 POLYNESIAN 1 1 R1103852 Lonofellow Lumber Co Inr. rhirn ra QSQ9A-7n'Ae - Job Reference (optional) ...1w � �— c cuVo rvu ex muusmes, mc. I nu Jan ud 1U:4b:3Z 2004 Page 1 -2-0-0 &0.0 24-6-0 43-0-0 47-6-0 49.6-0 2-0-0 8-0-0 16-6-0 18-6-0 4-6-0 2-0.0 Scale = 1:90.3 5x8 \\ 5x6 1 5 6 19 18 17 16 15 14 13 12 2x4 II 36 = 3x6 = 3x8 = 3x6 = 3x6 = 3x6 = 3x6 = LUMBER 8.0.0 TOP CHORD 2 X 4 DF No.1 G 24-x0 BOT CHORD 2 X 4 DF No.1 G WEBS 2 X 4 DF Std G 43-M 47-6-0 B 0.0 16-0-0 18-6-0 4-6-0 LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.81 BC 0.55 WB 0.49 (Simplified) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) -0.12 12-13 -0.22 12-13 0.03 12 I/deft >999 >999 n/a Ud 240 180 n/a PLATES M1120 Weight: 254 lb GRIP 220/195 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD BOT CHORD 2 X 4 DF No.1 G WEBS 2 X 4 DF Std G BOT CHORD WEBS REACTIONS (Ib/size) 2=333/0-5-8, 19=1426/0-5-8,12=1580/0-5-8 Max Horz2=84(load case 4) Max Uplift2=-57(load case 3), 12=-27(load case 5) Max Grav2=344(load case 6), 19=1426(load case 1), 12=1580(load case 1) Sheathed or 5-6-15 oc purlins, except 2-0-0 oc puffins (4-9-8 max.): 5-6. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-15,4-16, 7-15, 8-12 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16.2-3=-37/132, 3-4=-968/28.4-5=-983/64.6-7=-1020/61. 7-8=-1121/29, 8 -g= -73/872,9-10=-95f792, 10-11=0/16, 5-6=-889/84 BOT CHORD 2-19=124/60, 18-19=188/53, 17-18=0/837, 16-17=0/837, 15-16=0/857, 14-15=0/968, 13-14=0/968, 12-13=0/722, 10-12=750/126 WEBS 3-19=-1329/0, 9-12=40/30, 5-16=-58/213, 6-15=-46/273, 515=-51/144, 4-18=-345/0, 7-13=-128/34,4-16=-9/116, 7-15=-129/44, 3-18=0/1112, 8-13=-20/337, 8-12=-2069/24 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 100 ft by 44 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 } 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (Flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Q�pF ESS/O C. ANn_ �` C17180 Z T EXP. 06/30/05 * , ST CIVIL N \OF CA\-\ � January 8,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component to be 0 Installed and loaded vertically. Appticabilily of design paramenters and proper incorporation of component is responsibility of building designer - not truss WAVE designer. Bracing shown is for lateral support of noividual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing,of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 �g Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719K.e:i� t� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 DLO 0 �1 OA Iill III III I (III I II IIII � III III III �) —00 1 4S Ea Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Of I COPIES 2.50 BUTTE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Travis 10:05AM 05 -Apr -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, -t � including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. r _ All that real property situate in the County of Butte,,State of California, described as follows: See, A a Cln ecL Date 3 O }� PROPERTY OWNERS: M# /'-'-Sc2r-1f7 4�61 ol MGl,rnc1 ✓Cts State of California ) County of I ) On C a<-oN, ---ACX-.-)Ll before me, k i\\ KS CL�U\C- personally appearedc cJ �-2 cel �� personally known to me (or proved to me on the basis of sa isfactory evidence to be the person s) whose name(s)jsfare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in bis/ber/their authorized capacity(ies), and that by Jis/jher/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. COMM33NDY 30 1 Signature � v \� Seal: 0 M Q �• NOTARY PUBLIC -CALIFORNIA 17 BUTTE COUNTY 0 A.P. # Q n-01 O-O�j COMM. EXP. DEC. 3, 20051 Pc rcC11 A c� � -0110-03)- 000 Lot. ;o �s ' show, O�q certain v�a.�o enh'��ed � " vv In �' c h In o�. re. Ccs rd e Lo C•0.,-ei,c;� S0bCiviSio'� upas o F F l f.l2r� �eeo role,. �'f tl�e County o (3cttte. State v✓la rt, z�, 1 a ��3. I v, o0K- 13o o p 3 ,th ru (o I l! 61 3, uncicy-. 3utu- Coun t Re.Corde� s Seri 4L No(s) cl 3 IzS'�� . Fo �'� vc S S e yres � i S C ✓.V i nc � -e r e � m Q n e.0. �S P m f�vti'i- � � 5 � -t- • Q rtaL cSto � m Gl �a- i .n, o v e r a c ,rv's s a rt d. v rt c( e-,-(3 e h C{- . (3 r y�i z Y, ccs Ct l/ a wc� �v 11 i i v, cl CO U r-6 CA c S k0 (.0 n p v, sa 'cL j �/�1 5 cltCc( i 5 /mac�2. 0V-Ld Gl CLc���� U�6r� '0 Ulf na n��, COncLI ti Ovt S . a nc(- re S fv-)'c: O,, s -,t- k L Cc rte ,i�� Za 1x93 v�cic.r- G� t C LG ✓ a-7b, ✓l Of fc,s fn.0 t iu n�J re- (o c.�Q, �.a rcjn , � (3 o ttQ- Co O n4`1 'i C co �ci. e r S s c rel o 9 3- (l a 5 S, (j u tf e- Co u n tc Ca-L,' -G �, , ,4 l l v w i c-k a re i, �\ Go r po ram her by �I Sa roc -0rcc. an.c eff est as f �,ov51n G ✓GY. Le -H,\,er e ro �� �' t 11 �'v` a C c 2 to n c -e- Ily Set -Ge fh (ntrti^ aao Y-0, f-1, (moo, �rAatrceSto f'Y�e. errs �teJ( �Ipprove. P s'a �'d �l'cc�a rutio.n `�crcci- �: Ccr+,'f,'e.ate- a correCt 0/I re.cor6k iPr'( 1, 1n93� VY?c er U{ CoUtIL s) (Zrcovcicrs Sry No 3 - I2 847 March 17, 2004 Burl and Peggy Malmgren P.O. Box 1541 Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-010-031 Building Permit Number: 04-0106 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PIAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None VST CTURAL COMMENTS: rovide truss engineering for the mechanical unit in the attic. Provide documentation from the truss company's engineer or the project engineer verifying that the trusses have been designed to accommodate the additional loading from the fire sprinkler system. V ease have the truss company or project engineer address note 5 on trusses HATD and HATE and specify the connection of the trusses to the girder trusses. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Frank Tyukos, P.E. loft i Burl & Peggy Malmgren P.O. Box 1541 Oroville, Ca. 95965 530-589-5401 December 18, 2003 County of Butte Re: AP#027-010-031 Department of Development Services Bryden Way Building Division Locatelli Subdivsion 7 County Center Drive Oroville, CA. 95965 To Whom It May Concern: This formal request is in regards to our Application for Permits for Construction Plans" on a new single family residence, Assessor Parcel # 027-010-031 on Bryden Way in the Locatelli Subdivision; application for permits andplans are enclosed. This is a formal and firm request that by no means what so ever do we want our plans submitted to LP2A Contract Plan Check company in Sacramento, California. We insist that our plans remain in the hands of the Butte County Planning Department. We trust that you will abide by our request and thank you in advance Burl A. Malmgren Peggy E. Malmgren a %31 r o o o RESIDENTIAL PLAN C ° REVIEW GUIDE o --_:''�c,i.::.- SINGLE FAMILY, DUPLEXA.ND a MISCELLANEOUS ONZY t Owner. ZkLl� Building Permit Number: Plans Examiner: i_IA&A „nn A. P. Number: f% � —0/00 `G 'ER-kL: Zoning requirements - (number of permitted living units). Plans signed by the designer. er description of work on the application. ksung -solations on the property. orded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. . Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Rotite and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) -FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°'o of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The IDianmtnm net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall W20'. When «indo« s are prodded as a means of escape or rescue, they shall have a finished sill height not more than _ 41" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an aof not less than 70 square feet and not less than 7 fed is rea any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). be Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed a bath used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroor4 or in a room. compartment or.alcove opening directly into any of these (Utriform Mechanical Code secan3044 Garage fire%vall separation - required on garage side including supporting walls and posts (UnitbimHtdidn8 Code section 302.1 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unnrm Building Code section 312.1). ood stove location - Alcove - Ul✓1C section 205 confined space & 223 unconfined space & 304.2). mok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Fater closet clearances (Uniform Plumbing Code 408.5). ,4&.- Sboa.er compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). �.7--Bearing A211s shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced wall panels shall star at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not e=eed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced mall (7A must be continuous throughout the structure. - aliforniaicensedchitect or registered engineer must prepare a lateral analysis for the areas of the building do not oomph with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 4:: Clerestory requiring balloon framing and/or engineering. 47 Foundation plans complete enough to construct building (Uniform Building Code Table 18•I-C�. -T. Floor construction details complete enough to construct building. Elmdon and u-a construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. ge door header size(s). Porch header size(s). . T�'Pitxl header size(s). Stud heights. High expansive soil - special foundation design required. g walls requiring design. CrjVsum wallboard nailing inspection required. If the area below the lowest floor .is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of in•drostadc flood forces on exterior waIIs. Building must be designed and anchored to prevent floatadon, collapse or lateral movement. Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other sen�ce facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANTOUS ITEMS: JE tairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). uardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). merior plaster - weep screeds (Uniform Building Code section 2506.5). - oof pitch for roof covering (Uniform Building Code Table 15-B•1& 2, 15-D-1 & 2). oam insuladon - protection. 6" halls and stairways (Uniform Building Code section 100.4.3.3.2). wro exits on three - stony dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 8 2306.7). ttic access andventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. UILDING PERMIT REQUIREMEN'TS: 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑ Fire Sprinklers required. 4- ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. Pzee -- ;)f = PLAN REVIEW RESPONSE FORM in order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan Correction letter. `Sy others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: M - - ASSESSORS ARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # i RESPONSE BY: / / w S cS / U be r 7fruss Sclj of 1e -,— e -,—COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # # Z RESPONSE BY. n6lea ✓OY LOCATION ON PLANS/CALCS: O Af C4 L - C' S n0l � ca,e,'e s COMMENTS: PLAN CHECK ITEM # Jd RESPONSE BY: nd LOCATION ON PLANS/CALCS: N N A T-0T4�u -Ss S 4 N A- T E n o -r& 5" COMMENTS: CHECK ITEM # COMMENTS: BY: LOCATION ON PLAN ;n SITE PLAN REVIEW APPLICATION Date: AN Permit Number (if applicable) 0 — C'% Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: t-'1�G�`-L�, N (5- Owners Address: U ,®x 5 L Telephone No.: Situs Address: Proposed Use: SM 'S H i 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 0.0� ,a 13 V 121- ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ® Septic ® Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: .Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ 'Approved 0 Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By � Date Page 1 of 5 r.� ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IM SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See att\a hed) • Flood Zone: • Flood Panel No.: 10 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulbeny (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: AR -5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 07>O Side Street Rear C) 3� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: n Standard Fees ❑ 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 Amount 0% Formula * 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 1 Page 3 of 5 Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount 0% Formula * 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 1 Page 3 of 5 4. Subdivision Map/Parcel Map: Lju CA-TELL) S V Q Map Date of Recording: 3" `Z.{o -- Lot: 2-� Book: �C) ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: LP Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: ® Attached ❑ None ❑ 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. 7 Page 4 of 5 -7 7;4 National Pollutant Discharge Elimination _System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: ( rnq ( C Y-) By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to .the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: <) t t'l -e K Date: 04k Sun Valley Craig Horner 2385 Ivy Street Office (530) 895-0550 i Chico, CA 95928 Fax (530) 895-8193 Lic. u CA488727 Sun1986@Pacbell.ne[ (_ 1_. 1— 1'.' 1 —c DISTRIBUTION -_ PANEL EARTH GROUND IV Sunfly. ooy 25DOU The leading grid -tied photovoltaic inverters in Europe and America UL 1741 Listed for grit! interactive inverters 5 -year comprehensive warranty Rugged NEMA r4_ Xftainless steel outdoor enclosure standard E=cep.. ce tional r. . ~Ila Illty ca Easy to install three-point mounting system Comprehensive communications and data collection options F Of, " 10 LISTED 1741,1998 � Sunny E.�•► � ' 13oy 1 t - I� Shown with optional display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it the favorite among PV professionals everywhere. Over 200,000 Sunny Boy inverters have been installed worldwide. Having echieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering,' and exceptional 'real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. PV+ Ea�PM� I SUNNY BOY 25000 GROUND INVERTER ON I_ PV* PVI SLI DISTRIBUTED BY BREAKER SIZE 2p 15 Amp AC DISCONNECT SWITCH UTILITY NO I I NEUTRAL AC DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the- art tate-ofthe- art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exceptional due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. 'Optional external fan (Sunny Breeze) available SMA America , Inc., 12438-C Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com Solar Today... Energy Tomorrow Rev. 9/25/03 DC PV_ DISCONNECT SWITCH PV ARRAY Specifications for Sunny Boy 25000 Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 213-262 1240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60.5 (60 Hz), 50 Hz also available DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) PV Start Voltage 300 V DC Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum Array Input Power (DC @ STC) 3000W (240 AC), 260OW (208 V AC) Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 94.1% Cooling Convection cooling (no fan)' Maximum AC Output Current 12.0 A Maximum DC Input Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature Rating 45 °C Enclosure NEMA 4X stainless steel Size 17.1 W x 11.6 H x 8.4 D inches (434 W x 295 H x 214 D mm) Weight 71 lbs (32 kg) Compliance United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 ABB International: .DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B,, 50178, 60146 Part 1-1 ALL SPECS MAY CHANGE WITHOUT NOTICE DISTRIBUTED BY BREAKER SIZE 2p 15 Amp AC DISCONNECT SWITCH UTILITY NO I I NEUTRAL AC DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the- art tate-ofthe- art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exceptional due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. 'Optional external fan (Sunny Breeze) available SMA America , Inc., 12438-C Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com Solar Today... Energy Tomorrow Rev. 9/25/03 • UNORAV As soon as you've selected a PV module and planned your installation layout, you're ready to order SolarMount components: 1. Choose Either Top Mounting or Bottom Mounting Option ............................... 2-3 2. Select Rails Sets and Top Mounting Clamp Sets .................................. 2 or Rail Sets and Bottom Mounting Clip Sets ........... 3 3. Select Adjustable Tilt Legs (optional) ................ 4 4. Select Standoffs (optional) ............................... 4 -5. Price Components and Place Order ................... 1 For layout planning and more detailed ordering instructions, download the SolanVount Configuration and Sizing Guide at www.unirac.com/solarmount.htm. Rails SMR: SolarMount Rail Sets Includes 2 rails, L -feet, and hardware to attach feet to rails. No. of Shipping List Model L -feet wt(lbs) price SMR48 SMR60 4 4 13 14 $ 83.00 99.00 SMR72 4 16 115.00 SMR84 4 17 131.00 SMR96 4 19 145.00 SMR106 4 20 157.00 CTSA thru F SMR120 6 22 178.00 6 SMR132 6 24 190.00 2 SMR144 6 25 202.00 40.00 SMR156 6 27 214.00 Includes the SMR168 6 28 226.00 rails. SMR180 6 30 238.00 No. of PV SMR192 8 31 259.00 wt (lbs) SMR204 8 33 271.00 $14.00 SMR216 8 34 283.00 CB4 Normally ships truck freight. For UPS 22.00 shipment, add to your order item #UPS -20 3 @ $20.00 per rail set; rails will be cut and CB6 splices included. 4 30.00 CB7 tShips via truck freight only. 4 SP: SolarMount Rail Splice Kit Includes 2 splices plus hardware. One kit is required whenever 2 rail sets are spliced together. Consult UniRac if splicing more than 2 rail sets into a single row. Shipping List Model wt (lbs) price • SP2 2 $16.00 T/HEPIEQ STANDARD /N PVNIODULE RAcKs- Clamps or Clips CT: Top Mounting Clamp Sets Includes all clamps and hardware b attach the indicated no. of PV modules to 1 pair of rails. .Tilt Legs {optioral) TLH: High -Profile Legg Kits TLF+2 kits include 2 legs and additional hardware to complete foot -leg -rail asserrby. TLF4 [kits include 2 long legs, 2 short legs- and additiDnal hardware to- ccmplete f6ot-leg-rail assembly. Mo.Ve, No. of PV Shipping List Model modules wt (lbs) price CT2A thru F 2 1 $16.00 CT3A thru F 3 2 20.00 CT4A thru F 4 2 24.00 CTSA thru F 5 2 28.00 CT6A thru F 6 2 32.00 CTIA thru F 7 2 36.00 CTBA thru F 8 3 40.00 CB: Bottom Mounting Clip Sets STR4 Includes the clips and hardware to Mach the indicated number of PV modules to. 1 pair of rails. STR6 2 13.00 standoff. No. of PV Shipping List Model modules wt (lbs) price CB2 2 2 $14.00 CB3 3 2 18.00 CB4 4 3 22.00 CB5 5 3 26.00 CB6 6 4 30.00 CB7 7 4 34.Oa CB8 8 5 38.00 .Tilt Legs {optioral) TLH: High -Profile Legg Kits TLF+2 kits include 2 legs and additional hardware to complete foot -leg -rail asserrby. TLF4 [kits include 2 long legs, 2 short legs- and additiDnal hardware to- ccmplete f6ot-leg-rail assembly. Mo.Ve, Legs per kt Shipping wt (lbs ' L:'st arce TLF2-12 2 3. $ 3.00 TLF2.44 2 7 54.00 TLF2-72 2 10 68'.00 TLF4-18 4 7 6.5.00 TLF 4.64 4 16 99L 00 TLF4-104 4 20 129.00 TLL: Low -Profile Tilt Leg Kits Inc udes legs and addboial hardware to complete foot-leg-rai assembly. Standoffs (optional) ST: Standoffs Legs Shipping List Mcdel per lct wt (lbsJ once TLL2-12 2 3 $45.00 TLL2-30 2 5 .55.00 TLL2-44 2 7 5:.00 TL13-12 3 4 5E.00 TLL3-30 3 7 3°.00 TLL3-44 3 10 )2.00 Standoffs (optional) ST: Standoffs Raised - Includes 1 standoff Flat -top Shippfrig List flange Shipping 'ist and 2 lag bolts (3-1/2" models wt (lbs) pi -ice models wt (lbs) vice x 5/16"). In addition, flat -top standoffs STF3 2 $1:.00 STR3 2 $13.00 include hardware to STF4 2 17.50 STR4 2 13.50 attach stringer to STF6 2 16.00 STR6 2 13.00 standoff. STF7 2 16.50 STR7 2 13.50 Pub 030306-2pl • March 2003• • Prices and specifications subject to change without notce. 2........................................................................................................... SolarMount Price Lists and Sizing Charts When to Choose Top Mounting CT Series Clamps Select top mounting clamps if you prefer to install modules last—in other • words, if you plan to secure the footings and attach rails to the footings on site prior to attaching modules. This installation sequence is well suited for: • Plug and Play modules. • Flush mounting—especially flush mounting onto standoffs. Top mounting clamps do not depend of the spacing of module mounting holes. In roof mount installations, therefore, rails placed parallel to rafters can be spaced to lag directly into the rafters without the addition of special supports. Note that top mounting requires 1 inch of space between modules and that rails must extend 1-1/2 inches beyond the last module on each end. U l Series mid ; and end c I a m p s Rail length in Indies r Number of modules accommodated SMR120 + 04ff � Clamp size required for specific modules Sizing •• Mounting Clamp Sets (CT) Number of modules to be mounted per row Module make and mode/ 2 3 4 5 6 7 8 ASE 300 AstroPower AP65, AP75 AP110, AP120 AP150 BP Solar 275, 380, 585, SX75TU 3160, 4160, 5170 MSX120 SX110, SX120 SX150 Evergreen EC94, EC102, EC110 Kyocera KC70, KC80, KC120 KC158G Photowatt PW750 PW1000 PW1250 PW1650 Sanyo HIT167, HIT175, HIT180 Sharp 80 123 165 (Schott), 175 Shell (Siemens) SM100, SM110 SP65, SP70, SP75 SP130, SP140, SP150 SunWize SW85, SW90, SW95 SW115, SW120 UniSolar US64 US116 SMR106+CT2E SMR168+CT3E SMR216+CT4E SMR48+CT2C SMR72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR60+CT2C S14R84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR72+CT2C S4R106+CT3C SMR132+CT4C SMR168+CT5C SMR192+CT6C SMR48+CT2E SMR72+CT3E SMR96+CT4E SMR120+CT5E SMR144+CT6E SMR168+CT7E SMR180+CT8E SMR72+CT2E Sr•'Rl06+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E is SMR84+CT2E Sr•R132+CT3E SMR168+CT4E SMR204+CT5E SMR72+CT2E Sr•R96+CT3E SMR132+CT4E SMR156+CT5E SMR192+CT6E SMR216+CT7E SMR72+CT2E SRR106+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E SMR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR84+CT2C SPR132+CT3C SMR168+CT4C SMR204+CT5C SMR48+CT2A 3NR72+CT3A SMR96+CT4A SMR120+CT5A SMR144+CT6A SMR168+CTIA SMR192+CT8A SMR60+CT2A SNR96+CT3A SMR120+CT4A SMR144+CT5A SMR168+CT6A SMR204+CT7A SMR72+CT2C 3NR106+CT3C SMR144+CT4C SMR180+CT5C SMR204+CT6C SMR96+CT2C 3r, R144+CT3C SMR180+Cr4C SMR84+CT2C 3rfR120+CT3C SMR156+CT4C SMR192+CT5C SMR48+CT2F 3M11R72+CT3F SMR96+CT4F SMR120+CT5F SMR144+CT6F SMR156+CT7F SMR180+CT8F SMR60+CT2F 3r•1R84+CT3F SMR120+CT4F SMR144+CT5F SMR168+CT6F SMR192+CT7F SMR72+CT2F 3NR106+CT3F SMR144+CT4F SMR180+CT5F SMR204+CT6F SMR60+CT2D SNR84+CT3D SMR120+CT4D SMR144+CT5D SMR168+CT6D SMR192+CT7D SMR48+CT2C SNR72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR72+CT2D SNR106+CT3D SMR144+CT4D SMR168+CT5D SMR204+CT6D SMR60+CT2C SMR84+CT3C SMR106+CT4C SMR132+CT5C SMR156+CT6C SMR180+CT7C SMR204+CT8C SMR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR72+CT2B SMR96+CT3B SMR132+CT4B SMR156+CT5B SMR192+CT6B SMR216+CT7B • SMR72+CT2E SMR106+CT3E SMR132+CT4E SMR168+CT5E SMR192+CT6E • So/arMount Price List and Sizing Charts................................................................................................................. 3 When to Choose Bottom Mounting CB Series Clips Select bottom mounting clips if you plan to attach modules to rails prior to final installation. This installation sequence is well suited whenever rows of modules must be pre -wired. Bottom mounted installations also use space more efficiently. Space between modules is not required and rails need not extend past the end modules. Clips are more often used than clamps in ground mount installations and with adjustable tilt legs because the modules and rails are usually pre -assembled for these installations. The use of clips on flush mount roof installations is generally more difficult than top mounting clamps. See details regarding these limitations at www.unirac.com/solarmount.htm. Rail length in inches �_ r-- Number of modules accommodated 5MR120 f 04 Number of modules to be mounted per row Module make a. -rd mode/ 2 3 4 5 6 7 8 ASE 300 SMR106+CB2 SMR156+CB3 SMR204+CB4 AstroPower AP65, AP75 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 AP110, AP120 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+12137 SMR216+12138 AP150 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 • BP Solar 275, 380, 58E., SX75TU SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 3160, 4160, 3170 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 MSX120 SMR84+CB2 SMR120+CB3 SMR168+CB4 SMR204+CB5 SX110, SX12C SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR144+CB5 SMR180+CB6 SMR204 +C137 SX150 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 Evergreen EC94, EC102, EC110 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 Kyocera KC70, KC80, <120 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR216+CB8 KC158G SMR84+CB2 SMR120+CB3 SMR156+CB4 SMR204+CB5 Photowatt PW750 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 PW1000 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR144+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 PW1250 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 PW1650 SMR96+CB2 SMR132+CB3 SMR180+CB4 SMR216+CB5 Sanyo Sanyo modules have no module mounting holes and thus cannot be used with bottom mounting clips. Sharp 80 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 123 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 165 (Schott), 175 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 Shell (Siemens) SM100,SM110 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+CB7 SMR216+CB8 SP65, SP70, SP75 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 SP130, SP140, SP150 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 SunWize SW85, SW90. SW95 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR144+CB6 SMR168+CB7 SMR192+CB8 SW115, SWl?0 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR204+CB8 is UniSolar US42, US64 SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR156+CB5 SMR180+CB6 SMR216+CB7 US116 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 4 ....................................... "................................................................... SolarMount Price List and Sizing Charts Adjustable Tilt Legs Select the orientation—high profile or low—and leg length for your array. Charts 3 and 4 list the range of tilt angles for each combination of leg kits and modules or rail sets. For low -profile installations, be sure the total number of legs (not kits) equals half the number of L -feet in your rail sets (listed with rail set prices, page 1). For example, order two TLL2 kits (4 legs total) for an SMR192 rail set (8 L -feet). For high-profile installations, order one TLH leg kit for each rail set. H = high profile; L = low profile _ — Number of legs per kit RJ� 4_ Maximum length of (longer) leg in inches pries rofile legs SolarMat rail sets High profile leg kits 0 leg per rail) TLH2-12 TLH2-44 TLH2-72 SolarMnt rail sets High profile leg kits (2 legs per rail) TLH4-18 TLH4-64 TLH4-104 SMR48 9-21 31-60+ NA SMR120 5-10 17-38 27-60+ SMR60 7-17 24-60+ 40-60+ SMR132 4-9 15-35 24-59 SMR72 6-14 20-54 33-60+ SMR144 4-8 14-32 22-53 SMR84 5-12 17-46 28-60+ SMR156 4-8 13-29 20-49 SMR96 4-10 15-40 24-60+ SMR168 3-7 12-27 19-45 SMR106 4-9 13-36 22-60 SMR180 3-7 11-25 18-42 SMR192-216 Not recommended Module make and model Low profile leg kits (2 or 3 legs per kit) TLL2-12 TLL2-30 TLL2-44 or or or TLL3-12 TLL3-30 TLL3-44 • ASE 300 6-13 13-34 20-50 AstroPower AP65, AP75 9-20 21-54 31-60+ AP110, AP120 7-17 17-43 25-60+ AP150 6-13 14-34 20-51 BP Solar 275, 380, 585, SX75TU 9-20 21-53 31-60+ 3160, 4160, 5170 7-15 16-40 23-60+ MSX120 10-22 23-58 34-60+ SX110, SX120 8-17 18-44 26-60+ SX150 7-15 16-40 23-60+ Evergreen EC94, EC102, EC110 7-16 16-40 24-60+ Kyocera KC70, KC80 11-25 27-60+ 39-60+ KC120 8-17 18-45 26-60 KC158G 9-19 20-50 29-60+ Photowatt PW750, PW1250, PW1650 9-20 21-52 30-60+ PW1000 8-18 19-48 28-60+ Sanyo HIT167, HIT175, HIT180 8-19 19-49 28-60+ • Sharp 80 9-20 21-54 31-60+ 123 7-16 17-43 25-60+ 165 (Schott), 175 7-16 16-40 24-60+ Shell (Siemens) SM100, SM110 8-19 19-48 28-60+ SP65, SP70, SP75 9-20 21-54 31-60+ SP130, SP140, SP150 7-15 16-39 23-60 SunWize SW85, SW90, SW95 8-17 18-44 26-60+ SW115, SW120 8-17 18-44 26-60+ UniSolar US42, US64 8-18 19-47 27-60+ US116 4-10 10-26 15-39 Standoffs STR raised -flange standoffs fasten directly to rails. Order sufficient standoffs to replace L -feet in rail sets. STF flat -top standoffs support strut or other stringers to which L -feet attach. Spacing required to support the load on the stringer and other considerations determine the number of standoffs. Order 3-, 4-, 6-, or 7 -inch standoffs to raise rails above roofing material. r— F = flat top; R = raised flange STF¢ Height of standoff in inches 7 Applied Power's 1'65 ! watt photovoltaic dMe, is designed for j irge electrical power - i irements. With a 20 year warranty, the APC -165 has superb arability to withstand rigorous operating itions and is an ideal PV module for grid _ nnected and remote III III III III I'I; SI'I III III III ISI-�lil III III III .I�I�"III III III III.=I.I"III III III III �I�I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I11 III SPECIFICATIONS C2II Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Configuration Nominal 24V DC Output Maximum system voltage 600V DC Series fuse rating l0A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Rating Unit Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V Type of output connectors Multi -Contact lug & socket connectors Model SAPC-165 180 1000(w/ml) Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/M2 Module temperature: 25°C -Maximum-power-voltage Vm -34.6- - V Short circuit current Isc 5.46 A Maximum power current Imp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % Current, Power vs. Open Circuit Voltage, Short Circuit Voltage Characteristics Current vs. Irradiance Characteristics (Cell temperature: 25°C) (Cell temperature: 25°C) 6 180 1000(w/ml) 5 150 800(W/m2) 4 120 v v 600 /.2) ya a 3 90 2 60 v V 1 30 V' c 0 0 0 10 20 30 40 50 o Voltage M _ Current vs. Voltage - Power vs. Voltage 3 3 a 50 7 45 40 35 30 25 20 15 10 5 6 5 4 3 2 1 0 0 0 200 400 600 800 1000 Irradiance (W/M2 ) Q V' 3 V 0 Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) [power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% V� CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. IL 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS 0 LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.52 [826.0mm] +I 1.81 0.374n.5mm I [g6.Omm] 19.5 x 17.Smm] Front Yew 11.81 [300.00mm] Back Vim Grounding Point 11.81 [300.00mm] 62.01 0 [1575.Omm] o Positive Negative 11.81 [300.00mm] (female) (male) + I o 52511333nun) 52.5 (1333m o V 11.81 [3OO.00mm] 7.38 [187.3mm] 1.02 CL Side Yew [26.Omm] + I 30.47 [774mm] SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappliedpower.com WWI - Sun Valley S, 'r y.A. Craig Horner 2385 Ivy Street Office (530) 895-0550 Chico, CA 95928 Fax (530) 895-8193 Lic. # CA488727 Sun1986@Pacbell.net I:1�1C i�_�� ■ - mill � t i I:1�1C i�_�� DISTRIBUTION _ PANEL EARTH GROUND ff.icie- ni KIUIf Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Configuration Nominal 24V DC Output Maximum system voltage 600V DC Series fuse rating l0A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Ratinq Unit Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V ry pe of output connectors Multi -Contact plug& socket connectors Model SAPC-165 180 1000 /ml) Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/m, Module temperature: 25°C -Maximum-power-voltage Vm 3_4..6 V Short circuit current Isc 5.46 A Maximum power current Imp -4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % Current, Power vs. Voltage Characteristics (Cell temperature: 25°C) 6 180 1000 /ml) 5 150 800(w/ma) 4 120 v600(W/ma) V 3 90 2 60 0 U a 1 30 0 0 0 10 20 30 40 50 Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature: 25°C) F2 Voltage M Current vs. Voltage Power vs. Voltage 50 7 45 40 35 30 25 20 15 10 5 0 6 5 4 3 2 1 0 0 200 400 600 800 1000 Irradiance (W/M2 ) Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% IJL CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS • LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.52 [826.0mm] 1.81 0.374 x 0.689 (46.0mm) j9.5 x 17.5mm] Front V ew o 11.81 [300.00mm] Back View Grounding Point j 11.81 1300.00mm] 62.01 + [1575.Omm] e o C Negative + 11.81 [300.00mm]female' 0 52.5(1333) 2. (1333-1 52.5113mam1 0 1 11.81 [300.00mm) 7.38 [187.3mm] 1.02 CL Side View [26.O'mml -I 30.47 [774mm] SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappliedpower.com ' � Sunny Boy 25000� The leading grid -tied photovoltaic inverters in Europe and America SuVy �::w•► Shown with optional display Modular String inverter The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is design• . • now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in virtuallyexpansome of the world's most demanding markets has made it the favorite among PV professionals system size everywhere. Over 200,000 Sunny Boy inverters have been installed worldwide. Having cchieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar UO designers. These professionals know that Sunny Boy is a grid -tied inverter that they can LISTED recommend without reservation and -install with confidence. PV - SUNNY BOY 25000 GROUND INVERTER �T � [0 11' 1 =__ J DC PV_ DISCONNECT SWITCH Pv ARRAY Specifications for Sunny Boy 25000 Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 213-262 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60.5 (60 Hz), 50 Hz also available DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) PV Start Voltage 300 V DC Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum Array Input Power (DC @ STC) 3000W (240 AC), 260OW (208 V AC) Maximum AC Power Output 2500 W (240 V AQ, 2200 W (208 V AC) Current THD less than 4% Power Factor Unity Peak Inverter Efficiency 94.1% Cooling Convection cooling (no fan)' Maximum AC Output Current 12.0 A Maximum DC Input Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature Rating 45 °C Enclosure NEMA 4X stainless steel Size 17.1 W x 11:6 H x 8.4 D inches (434 W x 295 H x 214 D mm) Weight 71 lbs (32 kg) Compliance United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 All SPECS MAY CHANGE WITHOUT NOTICE DISTRIBUTED BY BREAKER SIZE 2p 15 Amp AC DISCONNECT SWITCH UTILITY NO I I NEUTRAL AC DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the- art tate-ofthe- art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exceptional due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. `Optional external fan (Sunny Breeze) available SMA America , Inc., 12438-C Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271. www.SMA-AMERICA.com • email: info@SMA-AMERICA.com Solar Today... Energy Tomorrow Rev. 9/25/03 I P Sep 01 04 10:24a p.2 SiYOLAR m. U.S. and other patents pending. Code . -Compliant Ptahning-and--AssemW with Ulff6mia Btiflding-Code-Cer-tificadon., InstallatimManua[214 one. M. • Contents Letter of certification ........................................ 2,, Part I. Scope, certification, and installer responsibility ........ 3 Part H. Procedures for code -compliant installations using the SolarMount Module Mounting System .......4 Part Ell. Installing SolarMount vArb top mounting damps ....... 9 Part W. lnstalling SolarMount with bottom mounting Clips ....is Warranty................................................. 20 uniRac welcomes input oonceming the accuracy and user friendliness of 2004 by UniRac, Inc. this manual. ... All fights reserved._ Sep 01 04 10:24a UNIR^V-_ihstallation Manual -224- SolarMount-Code-Compliant-Planning-and Assembly T E C T 0 N-N.R 2%March; 2e94 1500 OAR4 AVF4.17 W John-T-icbendoyfer -KAFRY%i It I P, UniRdc, Inc.. CAI.iroHN-A 32(n Univers4BIxd_SESuitt I)JO S—Z —I Albuquerque, NM 97106-5635 TEL StO ::0`2400 ii�K 510 7.0 24CS Subject: Engineering Certification for UniRac;s SolarMountyid Universal RV Module Mounting System Dear Mr. Liebendorfer, Attached is the I IniRac Calculation worksheet and Installation Manual #214, Pub. 040316-1 ii, Copyrigined bm UnjR— In— Ma=h-7-Q(k4,20 pages. I have reviewed these calculations, and certify their results are accurate.. The calculgions- dcterrnine the design level forces for wind, as prescribed -iji'the- Car&rnia Bifiidkig Code: The— adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the -anchorage requirements foffli& the itwalktior,'aid-dfis-Tcqufi-ementis-propeAy---� represented in Installation Manual, #214. The calcutatiorLi are -based upon: T '-The-2M CWomaBwWing Code-, Califeram Code of Regulations-", bawd-oa-the-L997, "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by InzernatidnAIC6nfL-rencc_of BuildingOtBcialsVLhinier-Ca,-L997,-fm&c'-alofnrnift Building Standards Commission, Sacramento, California, 2001. 2- `XUqual_of Steel Constructid I had R istan=-Eactor-Design7.-3rd-EdAmericat� Institute of Steel Construction, Chicago, IL., 2001. 3. Design-Manital-,%I)ecificationgand Guidf!lwne-g.for-Atumitium-Stntctures":-. The Aluminum Association, Washington D.C., 2000 4; -Mechanizal. C_cxftudedxaiI&and related components.. based_on_Ota -obtained frothWalter Gentle, PE, Department of Civil Engineering,University of New . Mexico, _Albuquerque,.M4.. With tbis-lener, I certify that Um - Rac S when products will lZe'struchrally adequate and will satisfy the building -codes listed above when they are installed per the "SolarMount Code Compliant PlanninLand.AssiVibly", jn!�tW1;jtion.M Pu040316-.1 . 6- to e4 -b aqual QV4, b. 04031 .1 ii�_ pyrigbt x 'UniRac, Inc., March 2004. Please call me if Sincere Briar Spri TF CTONICS Architects / Planners - YM6 %W qucstions`or concerns.- Arehirects ti Engi—ers SAN iR_ACtS' EMERYVILLE SAN _O1CjiT p.3 Sep 01 04 10:24a p.4 Installation Manual 214. SolarMount Code -Compliant Planning and Assembly VORRMW Part I. Scope, certification; alr & installer re S itY-,, Please.*pNPw this-manual-thor- .- or:-\ TIM instaUer isseiely-re-.gpon%ihle f oughly before installing your • Complying with all applicable loval or national building SolarMount system. � codes, including any that may supercede this manual; This-manuaLprovides_ (l)..sup- porting documentation for portingionf documenta� •Ensuring that UniRac and other productsare-approp�� permit ins.. _ . buildenvironment; ate for the particular installation and the installation relating to UniRac's Solar- Mountn' Universal PV Module - Ensuring thatthe_roof,-its-rafters,.conMctions,_ano Mounting system, and (2) plan- other structural support members can support the array ning and assembly instructions under building -live load conditions (this.total assemblx for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer -supplied parts as installed-in-accordancewith specified by UniRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and -will xneet_.. • page 2L the 2001 California Building • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building- and shear capacities as installed; ` Code, 1997, hereafter UBC 1997 k Maintaining the waterproof integrity of the roof,, includ-, UniRac also provides a limited ing selection of appropriate flashing; and warranty on SolarMount prod- ucts (seep. 20). • Ensuring safe-instaRation of all electrical .aspects of -the. PV array. 3 Sep 01 04 10.25a UNIRAV Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant insta llatiG> is using the SolarM-auntMadule_Mo-unting System, This bulletin is designed to svpportapplications for build- 1. Determine the Basic Wind Speed ing permits for installations using SoLuMount'" FV Module at your installation site Mounting System, manufactured by UmRac, Inc. Follow the six steps below and the installation instructions on For theUnite&States+See "MintmumBas"cWutd.Speeds in Miles per Hour," reproduced below. pages 9-20 to install SolarMo�Lunt in compliance with the 2001 [tzli fi 1A R111I/lill�(�ndP i�Vte.UEK12 7 '` if your installatioaisoutside. the United Sta..tes.or if you ne(d Before proceeding, note the following: further assistance, consult a local professional engineer or your local building authority. • This bulletin addresses only wind loads on the as- , sumption that wind produces the maximum load factor affecting.an stailation-Verifx that other loW facttork, such as snow loads and earthquake effects, do not ex- 1 ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire - projected area, or may be perpendicular to any surface. ' • The -mf on -which -the SolarMQunt will be_:mstalled must have the capacity to resist the combined Design Dead tread anti i.iye Load per foQting listed in Tables 2, and 3 on pages 6-7. R Figure I. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Strvtrunal Engineering Design provisions, Chap. 26, Div. W, Wind Design, Fig. 16.I, Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted bythe20Q2..Californiasui_ldittgeode,(ft 16-t vo(t. p. 30).. P.5 • �+r Figure I. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Strvtrunal Engineering Design provisions, Chap. 26, Div. W, Wind Design, Fig. 16.I, Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted bythe20Q2..Californiasui_ldittgeode,(ft 16-t vo(t. p. 30).. P.5 Sep 01 04 10:25a P.6 Installation Manual 2I4 — SolarMount Code -Compliant Planning and Assembly 1ROW, 2. Determine the exposure category of your installation site , The California Building Code • defines wind exposure catego- ries as follows: W(POSURa s has terrain with buildings, forests or sur- face itregttla Pities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site_ rxosuttx c has terrain that is flat and generally open, extending rh mile (0.81 km) or more from the site in any quadrant -or havingscatteredobsrructiorts extending one-half mile or more from the site in any full quadrant. This.cakegory includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or chamvlization, such as.ridgetQps or draws, shall be considered as Exposure C.t rxposusts n rep -resents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (12Q km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile - (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland froutthe shoreline V4 mile (0.40 km) or 10 times the building height, whicheyecis greater. 3. Determine Design Wind Pressure required for your instatlatkem - Design Wind, Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here iii pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply. the following factors using Table 1: • yourBasieWmd-Speed.(-determined,in-step.IL • your exposure category (determined in step 2), and • the height of your roof above.the ground_ - If your values fall significantly outside the range of the table, or ifyour Desiga-VV nd2ressurerequirement exceeds 50 psf-. consult UniRac, a professional engineer, or your local building authority. •Z091Ca1iforniaBuildirtg_Code_vol. Z diap, ]6, �ert+ctuwt $rtgineer- ing Design Provisions, Div. A WindDesigr, A 38.10. t$mphasis in the gr(ona), indicating material inserted by California into definitions adopted from the UBC. Table- L Design Wind. Pressure_(PSO by Wind Speed and Exposure Category Design fLree-applies-to-suittwe pressum and/or up_trft (withdrawall, Category D I S' roof height 23 30 38 46 56 67 78 2Q roof heigbt .24 11 . )9 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 2S 33 42 51 62 74 87 Source: These Design wind Pressure (P) values are based on the forrnufo P = C, » i» V » 1, (2001 California Building Code, voL 2, chap. 16, Structural EngineEririgDes Provisions. Div. LI WindDesign, p. 38.10). Akwnrp7 tions: l_ = 1 and C• = 1.3. 4a. Determine-Afinimum Bgsign kad, .and Live Loads for standard rafter spacing .. . Footspacing.refersao the.space between_4-feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to derermine your Minimum Desigr*live and. DeaO Loads per footing. (If you prefer to maximize foot spacing to minimize roof penPrrarinnc slap_mStep4b.onp._$.) Locate the make and model of the PV module that you plan to install and. the rafter spacing at your insollation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design live Load for the Maximum Foot Spacing and the Design Wind-Pressereyeu-deterrnirti in crT 4 _ . To meet code, you must verify that the roof rafter assembly at your ikwwllntion site h�par+w to"usistthe_stat_t of the Design Dead and Live Loads- 'ff-d do -not,- smaller fanter sp ng _art this case. you may, elect to use the procedures outlined in Step 4b.) if the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page B. I- 5- 70 80 Basic Wind Speed (mph) 90 100- 110 120 00L Category B 15' roof"height 10 13 17 21 29 30- 20' roof height 11 14 18 22 27 32 38- 2S roof-beight 12 15 .19 24 Z9 35 41 30' roof height 12 16 21 2S 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 S4 64 25' roof height 19 25 32 40- 48- Sy 67 30' roof height 20 26 33 41 5o 59 69 ' Category D I S' roof height 23 30 38 46 56 67 78 2Q roof heigbt .24 11 . )9 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 2S 33 42 51 62 74 87 Source: These Design wind Pressure (P) values are based on the forrnufo P = C, » i» V » 1, (2001 California Building Code, voL 2, chap. 16, Structural EngineEririgDes Provisions. Div. LI WindDesign, p. 38.10). Akwnrp7 tions: l_ = 1 and C• = 1.3. 4a. Determine-Afinimum Bgsign kad, .and Live Loads for standard rafter spacing .. . Footspacing.refersao the.space between_4-feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to derermine your Minimum Desigr*live and. DeaO Loads per footing. (If you prefer to maximize foot spacing to minimize roof penPrrarinnc slap_mStep4b.onp._$.) Locate the make and model of the PV module that you plan to install and. the rafter spacing at your insollation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design live Load for the Maximum Foot Spacing and the Design Wind-Pressereyeu-deterrnirti in crT 4 _ . To meet code, you must verify that the roof rafter assembly at your ikwwllntion site h�par+w to"usistthe_stat_t of the Design Dead and Live Loads- 'ff-d do -not,- smaller fanter sp ng _art this case. you may, elect to use the procedures outlined in Step 4b.) if the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page B. I- 5- Sep '01 04 10.25a p,7 Installation Manual 214 — SolarMount Code -Compliant Planning.anciAss_embly Table -2. SoaFMountYm Loads -(U pe[. Footing at -Standard Rafter Spacings To nim code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these_destgn loads. For specifications based -on Design Wind Pressure values greater than SO pounts per square foot contact UniRac. Minimum Design Live Uod as a Minirrnrm Minimum Design Live Load as a Minimum on of Design wird Pressure Desgn Function of Design Wind Pressure DesignFund Dead Load 10 psf 30 psf 40 psr 50 psf Dead Lood 20psf 30 par 40 psf SO Psf AsboAywerAP6S,AP7S 48" rafter (foot) spacing 33 157 236 315 393 Rlp[ESchatIASE M 48' raker (foot) spacing S8 248 373 497 621 64' rafter (foot) spacing, 43 210 315 420 524 64' rafter (foot) spacing 77 331 497 662 74S- 828 NA 72" raker (foot) spacing 49 236 3S4 472 590 72" rafter (toot) spacing 87- 373 S59 AsoroPower"II IO,APi120 RWE Schott SAPCI6S (See Sharp NE-16SU1) 487 raker (foot) spacing 33- t94- 291- 382 484 Sar4.o X1.90• • . 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72' raker ([not) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPbwer AM NS 72" raker (foot) spacing 44 260 390- S20- 6SQ,,, 48" rafter (fox) spacing '31 194 291 387 484 Sharp NE-SOUI 64" raker (foot) spacing 41 2S8 38_7 516 646 4W rakac (fox)_spasing_ , 33. , LS8 237 .115 394_ 72" raker (fox) spacing 46 291 436 S61 726 64" rafter (fes) spacing 44 210 31S 420 526 BP Solar 375, 380, S80, 585, 72' rafter (foot) spacing 49 237 35S 473 591 48" rafter (foot) spacing 31 I S8 237 316 395 Sharp ND- I23U 1 64' rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 29S 393 492 72' rafter (foot)_spaciM 44 237 356 •474 S93 k4" rafter. (foot) spicing so 262 393 52S 6S6 BP Solar 3125 72" raker (foot) spacing S6 295 443 590 738. W rafter (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" raker (foot) spacing 44 26C . 396_ 5213- 669 48" raftm(foot) spacing 26 153 • 230 306 183 72" raker (foot) spacing SO 297 446 S94 743 64" rafter (foot) spacing 34 204 306 408 510 . ILP Solar 216Q, 4140, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE- I 6SU 1. NT- I 7SU 1, NT- I BSU 1 64" raker (foot) spacing 44 279 418 SS7 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foor);spacing SQ 114 470 627 2,84. 61" rafter Qcogt) sRac ng , .47 : 276 .411 5S 1. 689 Evergreen EC 102, EC 110, EC I I S 72" rafter (foot) spacing 53 310 46S 620 775 48" raker (foot) spacing 35 208 312 416 520 Sharp ND- 167UI 64" rafter (foot) spacing 46 277 416 5SS 693 - 4e (fgx}spaCft._ - 28.. - 174.... M.. 349 - -41 72" raker (foot) spacing S2 312 468 624 780 64" rafter (root) spacing 37 232 349 465 581 - First Solar FSSOD-. 72" rafter (kiot)_spacft 41 262 392., 523 6S4 48" rafter (foot) sparing 3S ISO 236 315 394 Shell SMI 10 64' rafter (foot) spacing 47 210 315 420 S2S48" rafter (fes) spacing 32 173 259 34S 432 72' rafter (foot) spacing 52 236 354 473 S91 64" rafter (fes) ming 43 230 345 460-- SA Kyocera KC80 72" raker (fox) spacing 49 259 389 518 648 48"- rafter (fob spacing-_ 29 12B • 19Z, .. 2S6 320 • SWISQ70.SQ7S�SQ80. - 64" rafter (foot) spacing 39 171 2S6 341 427 48" raker (fox) spacing 31 157 236 315 393 72' rafter (foot) spacing 44 192 288 384 480 61" rafter (fox) spacing 41 210 315 420 524 Kyocera KC 120, KC 12SG 72" raker (tooc).spacing.- `46_ . 236_ 354 422 5.90 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ140.SQISO.SQ160 66" raker (toot) spacing _ 44 .. 249 374, 499 623 4g^ miter (foot).spacirg36 213 320 , 426 533 72' raker (foot) spacing 51 281 421 S61 701 64" rafter (foot) spacing 48 284 426 S68 710 Kyocera KCI 58G, KC167G " 1 72" rafter (fox) spacing 54 320 479 639 NA 48" rafter (foot) spacing 26, - 1`69- 254_ 334. 423-. SunVA2e-SWBS.SWL90rSw9S_- - 64" rafter (foot) spacing 37 226 339 452 564 48" raker (fox) spacing 3S 190 285 380 474 72' rafter (foot) spacing 42 2S4 381 S08 63S 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW7SO 72' rafter (foot) spacing 52 28S 427 569— 7+21 48' rafter (foot) spacing 30 162 244 32S 406 SunWize SWI IS, SW 120 64' rakerLfoot).spaci-rwg 40_ Z6 325 433 441 48." raker (fox).sparing. • 34 ,190 28S . 380 , 474 72" rafter (foot) spacing 45 244 365 487 609 64" rafter (foot) spacing 45 253 380 506 633 PhotawattPW 1250 72' rafter (foot) spacing S1 285 427 569 712 48" rafter (foot) spacing 30 163 4245 327 409 UniSolar 64 64" rafter (foot) spacing 39 218 327 436 S4S 48' rafter (foot) spacing 25 179 269 . 359 448 72" rafter (foot),spacing. 4A 245 368 490 613 64" rafter (foot) spacing 33 239 359 478 S98 Photorwatt PW1650 72" rafter (foot) spacing 37 269 403 538 672 48" raker (foot) spacing 31 162 244 32S 406 64' rafter (f io4spacitg_. 4L ^ . 2t6 325` . 433 . 5,41 . 72" rafter (foot) spacing 46 244 365 487 609'• Sep 01 04 10:26a installation Manual 214 — SolarMount Code -Compliant Planning and Assembly -iJIM. Table 3. SolarMount�Loads per fooun&at Maxim= Fo-ot-Spacing. . To meet code. your Design Loads must beat or above" Design Wind Pressure i dicated.You, the installer, are solely responsible for verifying that the roof can withsmnd these design loads_ F.or sRecifocadanibased ort Design Wiled Pressure values greater than 50 pounds per square foot, contact Un,Pac` Design Wind Presswe Design Wind Pressure 20 psf 30 psf 40W PSL AstropowerAP6S, AP75 RVVE Schott ASE 300 Maxurnun Foot Spacing_(, -hes) Maximum Foot Spacing (inches] 431 AQ? 93 Minimum Foot Design Live Load (lbs) 429 526 610 680 Minxnum Foot Pesign Dead Load (Ibs) 89 73 63 56 AstropowerANI10, AN 120 131 107 92 83 Minimum Foot OesigkLive Load Obs) .430, 527 .. Wit 682 Maximum Foot ming (des) 1 18 96 83 75 Minimum Feat.Desip Live Load (Ibs). 476. 58.1. .670, 757 , Minimum Foot Design Dead Load (Ibs) _ 82 67 S8 52 As_proPcL—APl16S , Maximum Foot Spacing (inches) 118 96 83 7S Minimum Foot DWgn Live Load (Ibs) 476 581 670 7S7 Mkiimurafoot De_ue Dea4Load,(bs)_ 75 61 S3 48 BP Solar 37S, 380, 580, SBS Minimum Foot Design Live Load (lbs) 450 556 639 717 Minimum Foot Design Dead Load (ibs) Maximum Foot Spacing. (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 431 528- —606- - SOX -- Minimum Foot Design Dead Load (bs) 84 68 S9 53 BP Solar 3125 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (bs) 483 588 677 763 Minimum Foot Design Dead Load (Ibs) 81 6S 56.. d -L SP Solar 3160, 41 S0, 4160, 4170 Maximum Foot Spacing (inches) 119 97 84 7S\ Minimum Foot Design Live Load (Ibs) MaximumFeaL.Syiacing_(inches)_ 114 -93 80, 72 Minimum Foot Design Live Load (bs) 496 607 697 784 Minimum Foot Design Dead Load (Ibs) 79 64 S5 50 Evergreen EC 102, EC 110, EC 115 Minimum Foot Design Live Load (Ibs) 459 S60 650 728 Minimum Foot Design Dead toads} " -64-- 52. - 45--.. 40 Maximum Foot Spacing (inches) 114 93 80 72 minimum Foot Deiignn l ive Lpad Obs) 494 .' 605 693 780 Minimum Foot Design Dead Load (Ibs) 82 67 58 52 ♦First Solar FSSOD Maximum Foot Spacing (inches) 131 107- ' 92 - 83' Minimum Foot Design Live Load (Ibs) 430 527 604 681 Minimum Fgpt Design Dead Load (Ibs) 95 78 67 60 Kyocera KC80 Maximum foot Spacing (inches) 14S 118 103 92 Minimum foot Design Live Load (Ibs) 387. - 422—. 549_ . 613. Minimum Foot Design Dead Load (Ibs) '88 72 63 56 Kyocer"C120,KG-12iG - Maximum Foot Spacing (inches) 120 98 85 76 Minimum foot Design Live Load (lbs) 468 S73 662 740 Minimum Foot Design -Dead LaidINS) .. Si.. _ -69 -60- 54 Kyocera KCISBG, KCl67G ' Maximum Foot Sppcing (inches) ... 126. 103 89 SD Minimum Foot Design Live Load (Ibs) 445 545 628 706 Minimum Foot Design Dead Load (Ibs) 73 60 52 46 Photowatt PW7SO Maximum Foot Spacing (inches) 129 105 91 BI Minimun.Foot Desigm Live Load (Ibs) . 436 S33 616 685 Minimum Foot Design Dead Load (Ibs) 80 65 57 SO' - Photowatt PW 1250 Maximum Foot Spacing (inches) 128-_ 105-_ 91_ X81 - Minimum Foot Design Live Load (Ibs) 436 536 620 689 Minimum Foot Design Dead Load (lbs) 79 6S 56 30 photowatt PW 1650 Maximum Foot Spacing (inches) 129 105 91 81 Minimum FbocQesign.LiveLoa&0bs). 436_ S33 616 .0,5 Minimum foot Design Dead Load (lbs) 83 60 59 52 p.8 2opsf 30 W . 40 W ,SOW RVVE Schott ASE 300 Maxurnun Foot Spacing_(, -hes) 104 85 74 66 Minimum Foot Design Live Load (lbs) 538 660 766 854•, Minimum Foot Design Dead Load (bs) 126 103 89 80 AWE Schott SAPC165 (See Sharp NE-16SU1k Sanyo HIT 190 Maximum FentSpaciceg(inchet)— 125•- 102 60 , .79 Minimum Foot Design Live Load (lbs) 4S1 553 636 713 Minimum Foot Design Dead Load (bs) 76 62 54 48 Sharp NE -80U 1 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot OesigkLive Load Obs) .430, 527 .. Wit 682 Minimum Foot Design Dead Load (lbs) 90 73 63 57 ' ShAM ND4 23U 1 Maximum Foot Spacing (inches) 117 96 83'- -74 Minimum Foot Design Live Load (Ibs) 480 $90 680 758 MiNmun Foot Design Dead L"d (Ibs) - 92. 75 65 58 Sharp ND-NOECU (140W) Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (Ibs) 5 424S8 S Minimum Foot Design Dead Load (bs) O 51 72 S I 4S S1�IE16SUl,N�IZiU1�N�I8SUl. - Maximum Foot Spacing (inches) 114 93 81 72 Minimum Foot Design Live Load (lbs) 491 601 698 77S Minimum Foot Design Dead Load (Ibs) 83 68 S9 53 Sharp ND -167U1 Maximum Foot Spacingsndtes) .124 102 88 79 Minimum Foot Design Live Load (lbs) 450 556 639 717 Minimum Foot Design Dead Load (ibs) 71 S8 50 45 She" SM 110 Maximum Foot Spacing (inches) 12S 102 88 79 Mini -Lon Foot Design Live Load (bs) 4S0 550 633 710 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Shell SQ70, SQ75, SQ80 Maximum Foot Spacing (inches) 13L - 107 - 91-- Minimum Foot Design Live Load (Ibs) 429 526 610 680 Minimum Foot Design Dead Load (lbs) 84 69 60 53 Shell SQ140, SQ 1 S0, SQ 160 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foo*DesigaLixe_Laad_Obs) - 492 61Z 7,10 Zak Minimum Foot Design Dead Load (Ibs) 84 69 60 53 SunlKus_SVVOS._rWW9Q.SNC9S. _ Maximum Foot Spacing (inches) 119 97 84 7S\ Minimum Foot Design Live Load (Ibs) 470 575 664 741 Minimum FooL.Dxsig! Dead.Lcad-lbs), -0& .70, 6_I � S44, SunWgxe SW I IS, SW 120 klaximum Foot Spacing (inches) 1 19 97 84 75 Minimum Foot Design Live Load (lbs) 470 575 664 741 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 UniSolar 64 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (Ibs) 459 S60 650 728 Minimum Foot Design Dead toads} " -64-- 52. - 45--.. 40 Sep 01 04 10:'26a. Um1RAC installation Manual 214 — SolarMount Code-Comphaiat Planning and bn ly 4b.... Or. verify Maximum Foot Splacing_and Determine Minimmm, Design Dead and Live Loads To minimize roof penetrations, consult Table -3 (p. 7)-tad— mine Maximum Foot Spatting allowable for the Design Wind pwssure-thar you deternine d in.Step.3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design lave Loads and Dead Loads at the maximum spacing. To atect code, yQu must yerify that foot spacing is at or below the dimension listed and that the roof rafter assembly at t your installation site has the capacity to withstand the sum of the Design Dead Load and D"Wm 1:ueLatu 4tOrtheLsgeci- fied spaeing- Ifs da not tmy smaller footer spacingt if the_ result is still -not, acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. S --Verify acceptable Rail EAd Rail End Overhang (Fig. 2) must equal So percent or less of foot spacing. Thus, if foot spacing is 72 eq, thp Rail Fn Overhang can be up to 36 inches. In this case, two feet tan support arail of of much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6.--E at e Loads do.nQt exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss IumbeS and the lag screws, consult Table 4 to determine the lag pull- out capacity pe p.9 r 1-inchthread depth.. Compare chatvalu_e to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load -To ensure code compliance -the lag pull-out capacity per footing must be greater\. than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figuw 2_solarMotuu foot Wci_ng_ref¢rs to the distance between jeer on the same rail Over, haryg, the distance from end of the rail to the fust - fes, may be no more than half the foot 4tari Table 4. lag pull-out (wi in..tyPical r Qf truss- lumber Lag screw speciftcotions Specific V6'shaft • %6- shrift* Wshok - \ gravity 2Y2 thread depth per i"thread depth per l"thread depth Douglas fir. Larch 0.50 665 266 304 Dm&llas Fir -South 0.46 588 235 269- 69-Engelmann EngelmannSpruce, Lodgepole Pine (MSKl.6S0 f is.higlter) 0.46 588 235 269 Hem. Fir 0.43 530 212 243 Hem, Fir- (Nacth� 0.4(i 584 235 269 Thread depth Southern Pine 0.55 768 307 352 Spruce, Pine, Fir 0:42- 513_.- 205 235 Spruce. Pane. Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Undbrm Building Code: American Wood COu1101. Notes. (1) Thread must be embedded in o rofter or other struaurol roof member. (2) Pullout values incorporate a 1.6 safety factor reomnrnendtd-4 tbrAnxritaa_VVbod. umif. (3) See UBC for required edge distances. 'Fls a &nwmhe2wirh19g screws. 8 Sep 01 04 10:27a Installation Manual 2I4 — SolarMount Code -Compliant Planning and Assembly iiNRe- Part III. Installing SolarMount with top mounting clamps,, This section covers SolarMour assembly where the installer has -elected -to usetoR_mQunt- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area .. _ ....... Laying�outL,feet......•.... ' Installing L -feet .......... iaying9utstandoffs- Installing standoffs ........ Installing Solar -Mount. - rails .................... Installing the modtlles . _ _ _ .. •Soin•lk,o�r,t Figure 3. EW(aded view of a low -profile imstallation mom flush to the roof wu1&L -15-1 - i Mid `-f cIC'11t1 S'S L -Loot �\ E. End Clump.. Table S. Part quantities Table 6.Wrenches and torque , SMR Series SolarMount Rail-Sets.(modeLna= raMenoun inches _ Wrench Recommended —• — — size torque ((tabs) /e footing '/e (longe Roils &feet bobs nuis- K:.hacdw.are 'Lie 15 %" hardware '/e 30 . SMR48 thru 106 2 4 4 4 SMR 120 thru 180 • 2 6 6 6- ' Caution: Stainless steel hardware'can seize up, a process cal SMR192 thru 216 2 8 8 8 gaIISng.To significantly reduce the likelihood of galling. w -t -m . gn'fitxrldy CT Series Clamp Sets (model no. = modules accommodated) anti,seize. luhricant hazbeen included with Your hardware Apply a very small drop to the threads of all bolts before in - End Mid A- module %."z'/e" y" flange stallation. If more anti -seize is needed, substitute any lubricant damps damps damp bobs soft baht nuts CT2 4 2 6 2 8 CT3 4 4 8 2 CT4 4 6 10 2 121 .CTS 4 8 12 2 F4, CT6 4 10 14 2 16 CT7 4. L2 •. 16 2 18 CTS 4 14 18 2 20\ wM 9 Sep 01 04 10:28a p.11 YN@IRAC* Installation Manual 214 — SolarMount Code -Compliant Planning and -Assembly Laying out the installation area The width ofdteinstallation_ama is equaLto the lerigch of one module. Rteinstallation can be laid out with rails QaraPel to the rafters live-kn2th of thn inctallatiomarea.is equal to: (high-profile mode) or perpendicular to the rafters (low -pro- file mode). Note that SolarMount rails make excellent straight • the total width of the modules, edges for doing layouts. • plus 1 inch for each space between modules (for. mid - Center the installation area over the rafters as much as pos- clamp), sible. • plus 3 inches 0 V2 inches for each-se-tof end cla_tnys). i t,.e..:ls may be -placed pamg� l endicular to rafters. Sep • O1' 04 10:28a p.12 Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly. UNO"C' Laxin&out L feet L -feet (Fig. s) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the 1 -feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- Figure s mined in procedural steps 4a or 4b (pp. S, 8). When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each- rail will be offset from the L -foot lag bolLholes.by 13/4 inches. if multiple high-profile rows are to be installed adjacmt.tQone another, it , will not be possible. for each row to be centered above the rafters. Adjust as needed, following theluidel,nes in _. Figure 7 as closely as possible. -►� .+--t)v`,thorC,typir.nl L_ root spicing—• eu_i, enu Lower roef od w - .~�Ru`It;l. Figure 6. Low -profile layout 25% moximvm 60% Mir•ir•.:m typico€ typicol each end �� if 4"�1 - �r 1-3/;t'• f� ! `� � �, ` - - - --''ice {, i �. 1 ij, � Enol •.\ .i \ _ower edge- ; Ovcrhur.y f<oftcr,�- Fi¢ure T Nbth-e� Deet Drill pdoE h iles.t. jh the roof i>nm the -center -of the.rafter at -each LApt lag bolt hole location. Consultproced ral stY6and-Table-4 (p_8) to select the IaOolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMnLnt �SeLS. Squirt sealant intathe hale and nn the shafts of the.lag-bolts Se21 the underside of the L -feet with a suitable weatherproof sealant. Securely fasten -rhe t.. feet m -the rnof withthe lagbolts_Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single -slotted square side of the L -foot must always he•agaitst the tr,nf with the doubie.slotted side-perw-iWicular to the roof. 11 Sep 01 04 10:20a VNIMC-. Tnstallation Manual 2I4 — Solan Cede-EompliatitPlanning-and-Accembly Standoffs (Fig. S) are used for flashed installations, such as those with tile and shake shingles. - Use Figure 9'or Figure IfLto locate and mark-the_standoffaag boltholes within the installation area. To meet code, you must use t inedinprocedural steps 4_a or 4b (pp. S, 8). Remove thetileer shake nndPrn�arh pyt i+ crag dofflocation.exposing the roofing _ underlayment- Ensure that the standoff base lies flat on the underlayment, but remove . no.more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above -the center of thexaftem (Fig. 9 or Eig_ I%. Figure S. Raisedflonge standoff (left) andflat top standoff used in con- junction with an L -foot. When determining the distance be- tween the rails in high-profile mode, keep.in.mindthatthe center of each rail. - will be offset from the standoff lag bolt holes by'/6 of an inch.. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed fallowingthe-g_ttid_elines in . Figure 10 as closely as possible. :-wet t.)of edge Figure 9. Low profile layout ;i'� rri I:n.11rr —. t " t _ -A! 4 -, f t Fact -7'1k' t` 1 33 4, i G f I O�•CrhC'cJ t:»tie• teat rccrt: w • �� 12p<•Frs r _.._�. Figure 10. High-profile layout hutaUin$- sta.IIduff.S.- ' Ensure that the standoffs faceasshoym inFigurr,'9 or Drill'/re-inch pilot holes through the underlayment Figure 10. into the-cenw of the rafrEmat each standoff location. Sohar sranelnffs are designed for raciest instal-. Securely fasten each standoff to the rafters with the two lation with Oatey® m' -11h- No -Calk® flashings. '/tG' x.3'/i lagboltt-providedwith it. They canbe_obtained atmost plumbingand roofing' Now: You must verify that the lag bolts you use are supply companies. adegttateftrryourinstallnNnnby-foilow.mgproce- Tnstal4and_seal-f}ashings-anejcrnntinffcuyngct_a�ard dural steps 4A or 4B (pp. 5, 8). _ building practices. r - Sep 01 04 10.28a Installation Manual 224 — :SolarMount Code -Compliant Planning and Assembly, UHMAC T Figure ll. Splice bars slide into thefooting bolt slots of selarmouncrai[sectiarts_ C:crrping / F •� bottslal {k Nlounii'ng silo's Focli�� i bull Intali ng-solarAlauntraiLt_- Keep rail slots free of roofing grit or other debris - Foreign matter % ll_ra_llse bolts tn..hind_as the slide in the slots. ]nyYa)}' ur installation u=_ - SolarMount splice bars, attach the rails together (Fig- 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. -Mounting "L&_ott_FoQfiw- Rails maybe- , attached to either of two mounting holes in the :. footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetieaHy-pleesingiastal lation. Mount in the upper hole for a higher profile, which will maximize airflow under; the modules. This will cool them more and may enhance performance in hotter climates. Slide the'/o-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, T, 9,, or 19; whichesteru Figure I2 Foot -to -rail splice attachment appropriate. Aftning Rail Find—q—_ Align one pair of rail ends tQ the _edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of -the -installation-.. _ area. Do not trim them off until,theinstallOrion is complete. to lqw-profile mode (Fig. 13), either end of the rails can be aligned, but [hefirst modulemust he-. • Fkgure I3. low -profile mode Figure 14. High-profile mode - installed at the aIr ed end. Fo� esafesthigh profileinstallatio-n (Fig,-, 14) - the aligned end of the rails m st face the lower edge of the roof. Secvrr]y tighten the flange nuts on the mounting. bolts after al:vomm�nt�ompjete.(2I1•-32 ft lbs)-- .. Mount modules to the rails as soon as possible- Temperature changes may bow: the rail~s-within-a few ho-= if madollp plarpmpnt is delaved. !r: ;jam •• r: ��' - \'_Es:ye V: i!:)1U11U1iur1 uvec: 13 p.14 Sep 01 04 10:29a UNAINAC hfStGUatio;tM&nua!_214- SolarMoltnt CompliantPlanningandAss_embly, Installing the modules Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. if modules have standard J -boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should -net bepetfrmed ontheMof _ - Leave covers off 3 -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange -n uta must befastened.to the module_bolLslot_at the align -0 (lower) eqd Qf. each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the fust module with T -bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps - (Fig. 15). Finger tighten Range nuts, center and align the module as needed, and secumly-tighten tha_ langemuts (15 ft lbs), Installing the Other Modules. lay the second module face down (glass to glass),on the.6rst module_Connectintermodule cable to the second. module and close the J -box cover. Tum the second module face up (Fig. 16). With T -bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig -1Z.) - For a,neat installation, fasten cable clamps to rails with self -tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T -bolts are securely fastened. Figure 15 Figure 16 Figure 17 f-t)exCS TA�u<fulr. fnunr.s 1/4" rruniufe bclL and flCn(JC nut Ail' , Rail —Mid c1Jmp High -lipped module - . (cross section) SpeEes. - tQw-fiRPed 7ule —._ .. (crosssectio SolorMount rail Figure I& Mid damps and end clamps for lippedfrnme modules are identical. A spacer for the emdstamRiseecessmr9con(lt.iflips ace fasted high_ an the _madulefinmte. 14 SolarMovnt roil faativ:a . 1/2" minimum frgmp 1 /4" modulo holt and Mange nut `—T Roil End clomp—I j , Figure 15 Figure 16 Figure 17 f-t)exCS TA�u<fulr. fnunr.s 1/4" rruniufe bclL and flCn(JC nut Ail' , Rail —Mid c1Jmp High -lipped module - . (cross section) SpeEes. - tQw-fiRPed 7ule —._ .. (crosssectio SolorMount rail Figure I& Mid damps and end clamps for lippedfrnme modules are identical. A spacer for the emdstamRiseecessmr9con(lt.iflips ace fasted high_ an the _madulefinmte. 14 SolarMovnt roil 4 U Sep 01 04 10:29a p.16 Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly YM��C PwTIV Inst-Mhng SoIuMour&with GM1 GUnUr19C1ipS- This section covers _S91 -Mount. assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount.to a Qitched-roof. Contents Planning the installation area ... 16 Laying out and installing L -feet .. 11 Attaching modules to the tails .. 18 installing,mWule-railassembly 19 �)ict.v._LIh: IUi Future 19. SMR and CB aomporita Table 7. Part qumddes-- - Table.8Wrmches-and-torque. SMR Series SolarMount Rail Sets (model no. = rail length in inches) Wrench Recommended jj-rooting ''/e"flange sue mrpue(fi . Rails L -feet bans nuts X - hardware Is SMR48 thry 106 2 - 4 4 4 i'r•hardware-. 30� SMR 120thru 180 2 6 6 6 SMR 192 rhru 216 2 8 8 8 CoaoQrr. Stainless. steel.haroware.can seize up, a process called galling.To significantly reduce the likelihood ofgalling, SAE-T-EZE CB Series Clip Sea (model no. = modules accommodated) anti -seize lubricant has been included with your hardware. Y. - module Y.Apply a very small drop to-tue.ttomds of. 211 baitshefoce-in-. Gips bolts nuts ours stallation. If more anti -seize is needed, substitute any lubricant CB2 8 8 ` 8 Cal 12 12 12 C114 16 16 16 CBS 20 20 20 CB6- 24 24 24 C87 28 28 28' C68 32 32 32-' 8 Sep 01 04 10:29a UNRRAC Installation Manual 214 — SolarMount Code-Corapkautsembly Distance between h tog bolt centers- �---- �. -- 2.. 2.. - Qistoptce between —+ module mounting holes 'PV module N-Modvle bolt Cf� j Rail ^ l -toot �� • +t Lag boll. nissonrH hetween log bolt centers Distance between modulemountingholes --- Ftgure20. MpArrangements A and B �g-�h�mct� nn a,�eca Decide on an arrangement for clips, rails, and L -feet (Fig- 20), - ' Use Arrangement A if the full width of the rails contact -the module_othennvise.useAiaangement B. Caution. If you choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L fleet and clip positions don't If rails mustbe parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case,, add sMu a jd.supports--either sleepers Qvei_the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves\ the installation and the roof itself vulnerable to severe damage fromwmd. Secure the footings in accordance with "Installing L -feet" (p. 11). ,Leave -enough roQm to safely.mQye around the atny during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond d+e Adtho£the %emhly_ by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. p. 17 - Sep "O1 04 10:30a r . InscalIation Manual 2I4 — SolarMount Code -Compliant Planning and Assembly �iN�Q/�C• _ Rnrlaarc tayirt&ouLanci_ installing L feet L -feet are used for installation through odsting low profile roofing materi;*suchas asphalt shingles or sheet metal. They are also used for proskgrgunctmount installations. To ensure that the L -feet will be easily accessible during flush installation: Use the PV module mounting holes nearest the ends of the modules_ • Situate the rails so that foot- ing_bolt slots face outward. Use Figure 20 to determine spacing hengeen feet on opposite rails.. _ . Foot spacing (along the same rail) and.rail overhan&deeend on design, wind loads. 4 To sheet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. S, 8). , Install half the L -feet: . • If rails are perpendicular to rafters (Fig. 21), install the fee closest to the lower edge ofthe roof. _ If rails are parallel to rafters + (Fig 2,2), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag boltholelocation Cn^�_ �u►r_Tahle_4 (p. 8) to select lag bolts to meet design wipd loads - Squirt sealant into the hole and onto the shafts of the lag bolts_ Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L-feet-to_therooLwith_the lag bolts.. . Ensure that the L -feet face as shown in Figure 21 or Figure 22- Hold 2Hold the rest of the.L-feet and fasten- ers aside until the panels are com-. plere and ready for installarion. s Figur-e 21. Rails laid out perpendicular to the rafters. Rafters I ;I Mounting . ablock , i� Instoll Irutall L -leer -. y L_teel now Icter �I ,i ' Mounting I, — - Roils -_a block fgute 22- Raifs laid out panarut to the rolyem tim -17 Sep 0104 1O:3Oa p.19 YNDRAC Installation Manual 214 — SolarMount Code-Compliaflt-Planningan�y Attaching modules-to-thexaiL\' Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the medulesandsnttgthem together CFig,19 p_ Vj , Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. orienr the footia boitslOt outward. Plare a clip slot adjacent tq the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p. 16). Assemble the clips, mounting bolts.andJlange nuts. Torque the Dan&c nuts to 15 fOOt- pounds. ` VTLm_t1emndules.acneeded•'F9r safety reasons, module wiring should not be performed on roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. k 18 Sep 0104 10:30a p.20 SolarMount Code -Compliant Planning and Assembly Installation Manual 214 — the module -rail assembly - Mount in -the -lower hate for aloes. More aesthetically . Installing pleasing installation. Bring the module-railassembly to -the installation site. Y-eeR . Ormount in the upper hole_ro maximize. a cooling - rail slots free of debris that might cause bolts to bind in the airflow under the modules. This may enhance perfor- - slots. mance inhotter clitttates, . Consider the weight of a fully assembled panel. UniRac recon- Adjust the position of the panel as needed to fit, the instal- . . mends -safety lines whenever liftir►gone to a roof. 1 an a*ea_Slide the. rem-inin&L-Deet bolts onto the other finger tighten with flange nuts. Align Align the panel with the previously installed L -feet- Slide'/. iruhl.-footmounting_bolts onto the rail and align them with, L rail, attach L -feet, and L -feet with mounting holes previously drilled into roof. Install into 1 -feet as desc ribedin_"ia}ong-out-an¢ the L -feet mounting holes. Attach the panel to the -feet and lag bolts remaining ` finger tighten the flange nuts. installing L -feet" above. Rails may be attached to either of two mounting holes in the Torque all footing flange nuts to 30 footpounds_ Verify thaat a)1 footings (Fig. 23). lag bolts are securely fastened Clip slots MounGrg slots Flange Footlig �_ Elul boll slot p� Figure 23. Leg -to -rail attachment s. •19 t •19 t Sep 01 04 10:30a p,21 1/NMRAC. Mstaff al6onManuat214 == So"o11ju.(;o(*Xomj)1 n>LPlanning_andAssembly Myear- lid P .'W4-jrrantyr S. year limiters Finish Waffanty _ UniRac, Inc., warrants to the original purchaser cite ptacdces.spedfeedbyAAMA6Q9 &61.oV__ ((within the specified Warranckperiods the ("Purchaser') of product(s) that it manufactures - –"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be F Prttduct"}at the Qriginal:it!stallarion sit�that Finished Ahm m!xrr (vwvwaamanetor� are rat detective. then Undtac shall repair or replace the Product shall be.free from deftxts in material followed by Purdraw..This Warranty does not the defective Product or any put thereof, and workmanship for a period often ( 10) years, cover damage to the Product that occurs during in Uniftac's sole discretion. Such repair or except for the anodized finish, which finish its shipment, storage, or installation. rephacemnettt,shall ccmplemly satisfy nd, shall be free from visible peeling, or cracking or This Warranty shall beVOID if installation of discharge all of UriRac's liability with respect to cha(kwgund--- aLatmc ;"Ac condttmots. .� ^ ' „t epL pin a<t�dar. this limited Warranty. Under no circumstances for a period of five (5) years, from the earlier with UniRaes written installation instructions, shall UniRac be liable for special, indirect or of 1) the date the installation of the Product is or if the Product has been modified, repaired, consequential damages arising out of or related completed, or 2) 30 days after the purchase of or reworked in a manner not previously to use* Purchaser *Ldte the Product by the original Purchaser ("Finish authorized by UniRac IN WRITING or if the Manufacturers of related items, such as PV Ptoduc 44asalled4raamemic cimeM foetedtich . madules_uld 8asburgs,_maX_p(wvtde_wrmen The finish Warranty does not apply to any it was not designed. Unillac shall not be liable warranties of their own. Uniltac s limited foreign residue-deposited on.the fnbh All for. corsgiequential, contingeent or incider>rtal Warranty covers only its Product and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related item& ata exduded.TheanLshWatrantic is V010-if- Purchaser under any drgmstZnces. r .. , — • a 71 . •MODULE UnMac, Inc. ' 3201 University Boulevard SF_ Suite 110 505.242.6411 ` 20L tµ nc njmr Com Albuquerque NM 87106-5635 USA r .505.242,6412 FAX, T HES ST4.NDARD /N PV MODULE RACKS- • W i I I i As soon as you've selected a PV module and planned your installation layout, you're ready to order SolarMount components: 1. Choose Either Top Mounting or Bottom Mounting Option ............................... 2-3 2. Select Rails Sets and Top Mounting Clamp Sets .................................. 2 or Rail Sets and Bottom Mounting Clip Sets ........... 3 3. Select Adjustable Tilt Legs (optional) ................ 4 4. Select Standoffs (optional) ............................... 4 5. Price Components and Place Order ................... 1 For layout planning and more detailed ordering instructions, download the SolarMount Configuration and Sizing Guide at ht- SolarMount Component RailsL___ Clamps or Clips o oTlt Legs (optional) o SMR: SolarMount Rail Sets CT: Top Mounting Clamp Sets TLH: High -Profile Leg {its Includes 2 rails, L -feet, and hardware to Includes all clamps and hardware to attach TL -id kits include 2 legs a -id additional attach feet to rails. the indicated no. of PV modules to 1 pair of ha drvare to con-plaL- fort -leg -rail assembly. NG of Shipping List rails. TU -1 -Frits aclude 2 Irng I2gs, 2 short legs, anc Mode/ L -.Wt wt (lbs) price No. of PV Shipping List addhirnal hardware b complete foot -leg -rail SMR48 4 13 $ 83.00 Mode/ modules wt (/bs) Price assemoly. • SMR60 4 14 99.00 CT2A thru F 2 1 S-6.00 yens Shipping List Mcl pal:_46- wt (lbs) price SMR72 4 16 115.00 CT3A thru F 3 2 20.00 CT4A thru F 4 2 24.00 TLH<-_2 2 3 $ 37.00 SMR96 4 19 145.00 SMR4 17 131.00 CTSA thru F 5 2 28.00 TLH2-44 2 7 54.00 SMR106 •4 20 157.00 CT6A thru F 6 2 32.00 TLH2-72 a 10 68.00 SMR120 6 22 178.00 CT7A thru F 7 2 :6.00 TLH_8 S 7 65.00 CT8A thru F 8 3 -0.00 TLH�-64 4 16 99.00 SMR132 6 24 190.00* SMR144 6 25 202.00 J CB- Bottom Mounting Clip Sets TLH4-_04 420 129.00 SMR156 6 27 214.00 Includes the clips and hardware to attach the SMR168 6 28 226.00 9 indicated number of PV modules to 1 pair of TL-: Low. -Profile Tilt Leg Kits SMR180 6 30 238.00*rails. Indudes legs anc additional hardware to I in conldete bot-lec-rail ass=embly. SMR192 8 31 259.00* No. of PV Shipping List SMR204 8 33 271.00I ) Mode/ modules wt (lbs) price Legs Shipping List SMR216 8 34 283.00ti CB2 2 2 $14.00 Mc�A per kir wt (lbs) price *Normally ships :ruck freight. For UPS CB3 3 2 18.00 TLL2-12 2 3 $49.00 shipment, add .o your order item #UPS -20 CB4 4 3 22.00 TLL2-30 2 5 59.00 @ $20.00 per rail set; rails will be cut and CB5 5 3 26.00 TLL2-44 2 7 67.00 splices includec. CB6 6 4 _0.00 TLL3-12 3 4 68.00 tShips via truck freight only. CB7 7 4 34.00 TLL3.30 3 7 83.00 CB8 8 5 °8.00 TLL3.44 3 10 94.00 SP: SolarMount Rail Splice Kit Includes 2 splices plus hardware. One kit is required whenever 2 rail sets are spliced together. Consull UniRac if splicing more than 2 rail sets into a sinqle row. Shipping List Mode/ wt (lbs) price • SP2 2 $16.00 Standoffs (optional) ST: Standoffs Raised - Includes 1 standoff Flat -top Slipping L%s' f/arge Shipping List and 2 lag bolts (3-1/2" models w.' (lbs) oris modern wt (lbs) price fl 5/16"). In addition, flat -top standoffs STF3 2 $Lr.CO STR 3 2 $18.00 include hardware to STF4 2 L,.EO STR4 2 18.5C attach stringer to STF6 2 _E.CO STRS 2 19.0C standoff. STF7 2 _E.`-0 STR7 2 19.5C Pub 030306-2pl • March 2003 • Prices and specifiesions subject to charge without notice. 2.......................................................................................................... So/arMount Price Lists and Sizing Charts Module make and mode/ 2 3 ASE 300 AstroPower AP65, AP75 AP110, AP120 AP150 SP Solar 275, 380, 585, SX75TU 3160, 4160, 5170 MSX120 SX110, SX120 SX150 Evergreen EC94, EC102, EC110 Kyocera KC70, KC80, KC120 KC158G Photowatt PW750 PW 1000 PW 1250 PW 1650 Sanyo HIT167, HIT175, HIT180 Sharp 80 123 165 (Schott), 175 Shell (Siemens) SM100, SM110 SP65, SP70, SP75 SP130, SP140, SP150 SunWize SW85, SW90, SW95 SW115, SW120 UniSolar US64 US116 When to Choose Top Mounting CT Series Clamps Select top mounting clamps if you prefer to install modules last—in other • words, if you plan to secure the footings and attach rails to the footings on site prior to attaching modules. This installation sequence is well suited for: • Plug and Play modules. • Flush mounting—especially flush mounting onto standoffs. Top mounting clamps do not depend of the spacing of module mounting holes. In roof mount installations, therefore, rails placed parallel to rafters can be spaced to lag directly into the rafters without the addition of special supports. Note that top mounting requires 1 inch of space between modules and that rails must extend 1-1/2 inches beyond the last module on each end. Rail length In inches z r-- Number of modules accommodated 5MR120 + CT4E Clamp size required for spedk modules Number of modules to be mounted per row 4 S 6 7 8 SMR_05+CT2E S[4R168+CT3E SMR216+CT4E SMR48+CT2C SNR72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR60+CT2C SVR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR?2+CT2C SVR106+CT3C SMR132+CT4C SMR168+CT5C SMR192+CT6C SMR48+CT2E SNR72+CT3E SMR96+CT4E SMR120+CT5E SMR144+CT6E SMR168+CT7E SMR180+CT8E • SMR72+CT2E SNR106+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E SMR84+CT2E SNR132+CT3E SMR168+CT4E SMR204+CT5E SMR72+CT2E SMR96+CT3E SMR132+CT4E SMR156+CT5E SMR192+CT6E SMR216+CT7E :SMR72+CT2E SPR106+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E SMR5 +C -2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR50+C-2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR34+C-2C SHR132+CT3C SMR168+CT4C SMR204+CT5C SMR4E+C-2A S4R72+CT3A SMR96+CT4A SMR120+CT5A SMR144+CT6A SMR168+CTIA SMR192+CT8A SMR5C+C-2A S14R96+CT3A SMR120+CT4A SMR144+CT5A SMR168+CT6A SMR204+CTIA SMR72+CT2C S4R106+CT3C SMR144+CT4C SMR180+CT5C SMR204+CT6C SMR3E+CT2C S4R144+CT3C SMR180+CT4C SMR3C+CT2C S4R120+CT3C SMR156+CT4C SMR192+CT5C SMR4£+CT2F S4R72+CT3F SMR96+CT4F SMR120+CT5F SMR144+CT6F SMR156+CT7F SMR180+CT8F SMR6(+CT2F SMR84+CT3F SMR120+CT4F SMR144+CT5F SMR168+CT6F SMR192+CT7F SMR72+CT2F SMR106+CTY SMR144+CT4F SMR180+CT5F SMR204+CT6F SMR6(+CT2D WR84+CT3D SMR120+CT4D SMR144+CT5D SMR168+CT6D SMR192+CT7D SMR4f+CT2C SP1R72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR72+CT2D Sl%1R106+CT3D SMR144+CT4D SMR168+CT5D SMR204+CT6D SMR6G+CT2C SMR84+CT3C SMR106+CT4C SMR132+CT5C SMR156+CT6C SMR180+CT7C SMR204+CT8C SMR6{,+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR72.+CT2B SMR96+CT3B SMR132+CT4B SMR156+CT5B SMR192+CT6B SMR216+CT7B • SMR72+CT2E SMR106+CT3E SMR132+CT4E SMR168+CT5E SMR192+CT6E SolarMount Price List and Sizing Charts................................................................................................................. 3 When to Choose Bottom Mounting CB Series Clips Select bottom mounting clips if you plan to attach modules to rails prior to final installation. This installation sequence is well suited whenever rows of modules must be pre -wired. Bottom mounted installations also use space more efficiently. Space between modules is not required and rails need not extend past the end modules. Clips are more often used than clamps in ground mount installations and with adjustable tilt legs because the modules and rails are usually pre -assembled for these installations. The use of clips on flush mount roof installations is generally more difficult than top mounting clamps. See details regarding these limitations at www.unirac.com/solarmount.htm. Z✓ Rail length In inches r--- Number of modules accommodated SMR120 + 04 Sizing Chart 2: Select Rail Sets (SMR) + Bottom Mounting Clip Sets (CB) Number of modules to be mounted per row Module make a.7d model 2 3 4 S 6 7 8 ASE 300 SMR106+CB2 SMR156+CB3 SMR204+CB4 AstroPower AP65, AP75 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 AP110, AP12C SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+CB7 SMR216+CB8 AP150 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 BP Solar 275, 380, 585 SX75TU SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 3160, 4160, 5170 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 MSX120 SMR84+CB2 SMR120+CB3 SMR168+CB4 SMR204+CB5 SX110, SX120 SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR144+CB5 SMR180+CB6 SMR204 +C137 SX150 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 Evergreen EC94, EC102, EC110 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 Kyocera KC70, KC80, KC120 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR216+CB8 KC158G SMR84+CB2 SMR120+CB3 SMR156+CB4 SMR204+CB5 Photowatt PW750 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 PW1000 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR144+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 PW1250 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 PW1650 SMR96+CB2 SMR132+CB3 SMR180+CB4 SMR216+CB5 Sanyo Sanyo modules have no module mounting holes and thus cannot be used with bottom mounting clips. Sharp 80 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 123 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 165 (Schott), _75 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 Shell (Siemens) SM100,SM110 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+CB7 SMR216+CB8 SP65, SP70, S?75 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 SP130, SP140, SP150 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 SunWize SW85, SW90, SW95 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR144+CB6 SMR168+CB7 SMR192+CB8 SW115, SW120 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR204+CB8 •UniSolar US42, US64 SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR156+CB5 SMR180+CB6 SMR216+CB7 US116 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 4............................................................................................................ SolarMount Price List and Sizing Charts Adjustable Tilt Legs Select the orientation—high profile or low—and leg length for your array. Charts 3 and 4 list the range of tilt angles for each combination of leg kits and modules or rail sets. For low -profile installations, be sure the total number of legs (not kits) equals half the number of L -feet in your rail sets (listed with rail set prices, page 1). For example, order two TLL2 kits (4 legs total) for an SMR192 rail set (8 L -feet). For high-profile installations, order one TLH leg kit for each rail set. H = high profile; L = low profile — — Number of legs per kit TLHMaximum length of (longer) log in inches + VI \ fries rofile legs Module make and model High-profile leg kits • High profile leg kits (1 leg per rail) (2 legs per rail) SolarMat 13-34 20-50 SolarMat rail sets TLH2-12 TLH2-44 TLH2-72 rail sets TLH4-18 TLH4-64 TLH4-104 SMR48 9-21 31-60+ NA SMR120 5-10 17-38 27-60+ SMR60 7-17 24-60+ 40-60+ SMR132 4-9 15-35 24-59 SMR72 6-14 20-54 33-60+ SMR144 4-8 14-32 22-53 SMR84 5-12 17-46 28-60+ SMR156 4-8 13-29 20-49 SMR96 4-10 15-40 24-60+ SMR168 3-7 12-27 19-45 SMR106 4-9 13-36 22-60 SMR180 3-7 11-25 18-42 26-60+ SX150 7-15 SMR192-216 Not recommended Module make and model Low -profile leg kits (2 or 3 legs per kit) TLL,?-12 TLL2-30 TLL2-44 or or or TLL3-12 TLL3-30 TLL3-44 • ASE 300 6-13 13-34 20-50 AstroPower AP65, AP75 9-20 21-54 31-60+ AP110, AP120 7-17 17-43 25-60+ AP150 6-13 14-34 20-51 BP Solar 275, 380, 585, SX75TU 9-20 21-53 31-60+ 3160, 4160, 5170 7-15 16-40 23-60+ MSX120 10-22 23-58 34-60+ SX110, SX120 8-17 18-44 26-60+ SX150 7-15 16-40 23-60+ Evergreen EC94, EC102, EC110 7-16 16-40 24-60+ Kyocera KC70, KC80 11-25 27-60+ 39-60+ KC120 8-17 18-45 26-60 KC158G 9-19 20-50 29-60+ Photowatt PW750, PW1250, PW1650 9-20 21-52 30-60+ PW1000 8-18 19-48 28-60+ Sanyo HIT167, HIT175, HIT180 8-19 19-49 28-60+ • Sharp 80 9-20 21-54 31-60+ 123 7-16 17-43 25-60+ 165 (Schott), 175 7-16 16-40 24-60+ Shell (Siemens) SM100, SM110 8-19 19-48 28-60+ SP65, SP70, SP75 9-20 21-54 31-60+ SP130, SP140, SP150 7-15 16-39 23-60 SunWize SW85, SW90, SW95 8-17 18-44 26-60+ SW115, SW120 8-17 18-44 26-60+ UniSolar US42, US64 8-18 19-47 27-60+ US116 4-10 10-26 15-39 Standoffs STR raised -flange standoffs fasten directly to rails. Order sufficient standoffs to replace L -feet in rail sets. STF flat -top standoffs support strut or other stringers to which L -feet attach. Spacing required to support the load on the stringer and other considerations determine the number of standoffs. Order 3-, 4-, 6-, or 7 -inch standoffs to raise rails above roofing material. r— F = flat top; R = ralsed flange STF�— Height of standoff in Inches I� H f ; j 1. 1/2" GYPSUM BOARD ( TYPE "X") W/ 5d COOLERS @ 7" o.c. UNBLOCKED. 1/2" DIA. A. DOLTS 149, IX ..f_ .�. _.,......._. �. �-.... 445/0 i%'flol� 61V 57 vb� MMERS j HEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 1/2" GYPSUM BOARD ( TYPE "X") W/ 5d COOLERS @ 7" o.c. UNBLOCKED. 1/2" DIA. A. DOLTS @ 72" o.c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D A E" BELOW. 2. 5/8" GYPSUM BOARD ( TYPE "X") W/ 6d COOLERS @ 4" o.c. BLOCK ALL EDGES. WIDTH OF r PANELS AS NOTED ON PLANS. SEE NOTES "A A E" BELOW. 3. 3/11" OSB OR PLYWOOD CDX WITH id @ 6-712". 1R" DIA. A. BOLTS @ 72" o.c. WIDTH OF " PANELS AS NOTED ON PLANS. SEE NOTES "A k E" BELOW. 4 33" OSB OR PLYWOOD CDX WITH id @ 6/12". 1/2" DIA. A. BOLTS @ 44" o.c. PHD2 HOEDOWN ON 2 - 2x EDGE ( KING ) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ' n ON PLANS. SEE NOTES "A, D, E, F k G" BELOW. 5. 33" OSB OR PLYWOOD CDX WITH id @ 6/12". 1/2" DIA. A. BOLTS @ 40" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F k G" BELOW. 6. 33" OSB OR PLYWOOD CDX WITH td @ 6/12". 1/2" DIA. A. BOLTS @ 36" o.c. SILL PLATE TO RIM JOIST W/ 16d @ t" o.c. RIM JOIST TO FOUNDATION PLATE W/ 10-A35 ANCHORS, SPACED EQUAL. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTE 16 A. BOLT TO FOOTING. WIDTH OF i PANEL AS NOTED ON PLANS. SEE NOTES "A, II, C, E, F k G" BELOW. 7. 33" OSB OR PLYWOOD CDX WITH id @ 4"/12". MSTC40 TIE OR PHD2 HOLDOWN ON 2 - 2x EDGE STUDS TO 2 - 2x ( KING) STUDS OR BEAM BELOW. USE 5/11" DIA. THREADED ROD AND 2" DIA. WASHER @ PHD2 TO BEAM BELOW. WIDTH 'OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D & H" BELOW. I. t l 11 ry (( � �/JPO � (/ �I i. 3/11" OSE OR PLYWOOD CDX WITH id @ 4"/12". 1R" DIA. A. BOLTS @ 26" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLTS TO FOOTING. WIDTH OF PANEL AS NOTED ON r' —�- vie l �'� — d' f'I/ — 4` PLANS. SEE NOTES "A, E, F k G" BELOW. -�• -•--` �i 9. PORTAL FRAME - 3/11" OSB OR PLYWOOD CDX WITH id @ 4"/12". 2 - 1R" DIA. A. BOLTS @ "A -' 2'- 6" PANEL AND 3 - 1/2" DIA. A. BOLTS @ 4'- 6" PANEL. SEE NOTES k E" BELOW AND ! DETAIL ON PLANS. M; ! 10.3/i" OSB OR PLYWOOD CDX WITH id @ 6/12". 1/2" DIA. A. BOLTS @ 4i" o.c. PHD2 HOLDOWN . ON 2 - 2x STUDS W/ SSTB 16 A. BOLT TO FOOTING @ 2 - 2x STUDS W/ MSTC OR PHD ABOVE AND '. ' WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F t G" I tl @ 2 - 2x DOOR T r RI BELOW. I NOTES: A. CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE. .. _ — r.... • _ Woo 2 . 1 •w 1' ..� : I .� --Ty m %v ♦ i i our ♦ orUMT l f 1M V0 Gu ♦ KAMr: CIF lWTFRSECTING WALLS.