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HomeMy WebLinkAbout043-681-086. ........................................................... 15: JIM & SAL LY BOICE 15 Rose Ave, Chic o ContR: Craig Dona lson Permit#564-88B,P,E,M(n ew single faly") Cont: Craig dopalson Permit #373-89B(cov-area/SF) Contf-: Cral'g DoAlson. '41 Ll Permit#2309-89B,P,E.,((ne�wd s U�ming pool) ---14 6-� 0 - 1� mm'M1,137's • r. ijfrjit `. ^ 10 10, r •, PERMIT NO. 3564-88B,P,R,M ' PERMIT EXPIRES OWNER JIM & SALLY BOICE CONTR. Cra j.g Donalson ASSESSOR PARCEL 42-21-86 LOCATION 15Rose Ave, Chico O'7 -Of I� ���4!�e-d- 4 T f ' � 6 s t, .r r. { T p. ower Po Called PG&E�� lec. Service O 3 Called PG&E � _ 1 Temp. Gas Service Called PG&E JOB FINALED (Date) Signature 10 I = OK 0 = Not OKNot Mable MOBILE HOMES. ' = Not Re Applicable MISCELLANEOUS ^ ,r Date MOBILE HOME UTILITIES (Plans) OK except #'s Date°"DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK excepi #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning'Requirements-Setbacks-Easements 2. Soils' Special MH Support -Sketch - 2. Footings;'Soils-Size-Depth-Spacing-Connectors-Steel ` 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood "Awn.; Posts- Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing . 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. ' / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors • �t 7. Utility Clearance 7. Elec. ' L8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 11 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -81 Date 10. Roof; Shthg-Roofing Card -81 Date Card -B1 Date - 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s - 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -131 Date_ '-- 3. Gas; MH Test -Demand -Valve -Connector _ 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compactidn-Structure Stability 7. Water and Sewer Connected -C/0 to Grade -HD Approval 3.,Pool Structure; Steel -Connections -Thickness- , Dead'Men-Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 in Conduit Card -B1 Date Card -B1 Date Card -81 Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - Card -131 Date Card -81 Date Card -131 Date Card -131 Date % 4A e V\ 1 0 = Not OK* = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready _I-- Date UND FLOOR (P ns) OK ex pt #'s O %!Pro SDate FRAMIACa (Continued) oning-S cks ents-F SIpIJt-T— angers -Post Caps -Anchors -Connectors tg—Main; S s -S el-Ele rnd.-//4 P' Ftg. Depth I lin-Rcit �Brac.-T-Sh*ffrq'. fn . _ t arage;• s -stew--/ " FW. Depth 01,replace Ties or Type A Flue -Fireplace Throat Clearance %i 4 g., Por es & Beeks; s- el-/ /"Ftg. Depth _ 5YSTem,wiffs, Main; Stdel- Bloc ke s -Wrapper Andr5, Windows or Exiting Doors -Sill Hgt. & Dimensions e walls, Garage; Steel -Blo s-Wra4ped' arage Fire Protection Framing .� lab; S�ae1 Wr ' gs - . iers-Firep Ftg.-Sts , xt. Doors -One 3' -Check Garage -3rd story, 2 exits W.V.; Ee1+47Ct) -T t /O -Sewer Test tection 10yGas Pipe; Size -Anchors 9A_Q yvM-5d on Roof Overhang -Attic Vents -Rafter Outriggers 11.Aater Pipe; Test -Anchors -Regulator -Service Test 5 iding-Nai ' Veneer 12.,4�lectric; Underground (0-547 Q�$/ 6 tuc esh-Drip Screed -Fd. Vents-Underflr. Access t -111s. ing Area -Glass Protection -Skylights -Plastic - - - -. h alls; Nailing -Bolts . sulation-Walls-Clg. 60Xtnfiltration-Wal Is-Wndws Card -B1 Dat Card -B1 Date Card -131 #ff Da Card -B1 Date Card -B1 Datgr/S- and -B1 Date ?Y Card -131 Dat Card -B1 Date Date PLU ING (Permit) except #'s Wfnater Ht. V - s -Com ion Air- of Date FINAL (Plans) OK except #'s a Pipe; Test & Anchors do R1. Ext. Steps -Door & Sidelight Protection -Landings :V.; Test-Fttngs & Anchors ctio 62! moke Detector hower Pan; Test, First Floor -Tub Access ti . Furnace; Vents -Clearance -Comb. Air -Connector- Lam/ In Garage; Above Floor-Ducts-Mech. Protection s as Pipe; Size & Anchors�W. Bedroom Exiting OCG.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date1.,�� and -B1 � Datong S k�i a-�- ,��, 67. Stairs &Rails Card -81 Da>; ,,, Card -81 Date Fireplace or Stove; Clearances -Hearth F Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRI L (Permit) OK except #'s . Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance n'TIxture & Transformer Clearance- s. ProtectfPW 2 lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer Receptacles Spacing- Switches at Doors ZP,ize oxes & No. of Conductors -Stapled Y43.1 A.C. Duct in Garage -Damper 2 omex Installed Close to Edge of Studs & C.J. 121 tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection �l� CAM, round made u h. Fasteners -Bond & r p Appliance Circuts in Kitchen & Conductor Size/G.F.I. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size /.Z / ga. Cu or A.C. Wire Size/ /ga. Cu o Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Zi!Insulation-Foam-Looked in Attic Yes nge Circ.(,�[,�a. Cu or AI -Oven Circ. / ' / ga. or AI. Insulated Neutral Yes 11 No 71� Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & nd-Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under FI or ❑ Yes 36..Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive Yes 13 No; Walks es ❑ No; Planters (�' ❑ No s 3�Clathes Closet Light -Shower Light -Spa Light 33. -Smoke Detector 81. Stucco; Br -Finish jaAj &4-74,e J'7,otq Card -131 Dates/CPjCard-BDate �A.C. Unit; Disconnect, Electrical, Plumbing 21 Card -61 c2 Date Card -61 Date Ba�-Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MEC NICAL (Permit) OK except #'s 0,4Water Well; Disconnect, Electrical, Plumbing 01- K, . ucts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground C2Went Fan; Exhaust above insulation 86. Ventilation throughout House ondensate Drain & Overflow; Sze & Grade 87. Glass Protection aZe,rur—nace-VePKAccess-Co. ir-Returno*r'Gent4MS—outlet 88. Correcti ns from Previous Inpections 89. G est -Meters Tagged; Gas -Electric &Jy, W ter & Sewer Connected -C/O to Grade -HD Approval 11 Energy Compliance Certificate -Other Certificates Card -B1 Dat.4__Card-B1 Date 92. Roofing Certificate Card -61 ) Dat -�ij Card -81 Date .�� Card -B1 JJ,&R4 Date 46V Card -61 Date Card -B1 N) t;)Date 'jy Card -61 Date Date FRA G (Plans) OK except #'s Sills, roper Material & Anchors Card -131 Date Card -81 Date Comments at Final: Is Studs -Nailing, Spacing & Bracing—Plates-Sound • 9 r Stop in Walls (rat proof) �-QpOire ops; Furred Ceilings -Stairs -Chases -Tub Bader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541- ` 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter`, or need additional explanation, please contact this office immediately. �/� �°�o�CC /"/��., w . 7 h i,✓ � •rte of i s L,�-.✓ rJ S „� 12 .. L Si.✓% . SSR /4.,o d' O AIi4 rcl�- /✓ �'ia a Z Ok . a i ,t Inspector Date + �s :y-?,,s:::Is^a`.9::d►`^"p�r,,.""`�_`:'_'_'�,"c4'ti.:�"J•�`MT^".Vryj'yir.. �... .tea a — COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive,.Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE �jo� cs 352; OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist a he above address -and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this ter, �or need additionaQ explanation, pie a conta4t this office immediately. b •/ Inspector Date ' ' COUNTY OF BUTTE ' / DEPARTMENT OF PUBLIC WORKS ,j 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise —_Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should -be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter�ir need additional explanation, please contact this office Immediately. 9Z j�� rT i 7r -c z_'). j -V 4 -z" -Vs Gfrs 7 zu G Xlt-i Irrt CiGo�.vcll G-/� tiles Inspector y Date � t .�,,,..:.er-.---,..-..-•+.Z-v'.. a...-_-'s1m 7''9`r:=9e� i""`>'4v'!q�►'fa--`.:^•-•-rr•'�r►Y+i v-b+.n— `r7 -� ... .. �, L COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corre ion of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office immediately. M Inspe-6o� Date i Own er�'K.� 1�Ag�V Permit No. LOCATION ROOF EN I:R(,1' C RT I F i CA,r IOC DESCRIPTION ul' LAT1U1 4f-zke� A.1'. '`O.* MATERIAL BRAND. NAME THICKNESS THERMAL MISTANCE (K VALUE) EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certainteed THICKNESS 4, V49. THERMAL RESISTANCE (R VALUE) ( Q CEILING BATT OR BLANKET TYPE LA BRAND NAME Certainteed THICKNESS. pil THERMAL RESISTANCE (R VALUE) 15C LOOSE FILL TYPE INS — AFE-M BRAND NAME Cer.tainteed THICKNESS THERMAL RESTSTANCE R VAL. FLOOR, ELEVATED MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS THERMAL RESISTANCE. FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy.Requirements. SHASTA INSULATION #.530235.' IRM.NA E/OWNER STATE CONTRACTOR"S LICENSE NO. I hereby certify the above. insu at ion an all required items as shown on the Building Department approved.plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials. are of the quality prescribed or are specifically approved by the State of California. =--13------------------ ----- FIRP,1, NAME/OWNER (PLEASE PRINT) NATE CONTRA(TOR"s LICENSE NO. C____A_------------------ G=--------1�--------------- ATI' ►F 'NERL CONTRACTORlOWNER DATE This.certificate must be on file with the BUILDINC DEPARTMENT prior to final inspection approeal and a copy shall be posted within the .building. JAN1:AR)' 11)` . i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. / 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ANb.PERMIT ASSEASOR40P Rf EL �yrBERoe - I — Olo Z NI `v�-%(Q o2 BUILDING PEI MI O ER JTELEPHONE SQ. FT. OCC. BUILDING VALUATION O NER'S MAIL G A DRES E no i NAME TELQFJ!jNTR:HO OR'S AILING ADDRESS' Fireplace � r CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $-1-10.00 Permit Fee ; ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ (�'D Penalty S BUILDING ADDRESS Permit fee ; PLUMBING PERMIT Filing Fee 10.00 Each Trap fi 2,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 55,00 Each etas water heater or vent 5,00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New' Addition❑ Remodel[]Utilities❑ Installation❑ Other ❑ Desdribe work: L21 iM :5 Permit Fee ;(09 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS10.00 p, CONTRACTORS LICENSE LAW I dee a under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Busines$ and Profess' s C de and my license is in full force and effect. License No Classification _/g ❑ I, as the owner, or my employees with wages aS their sole compen- sation, will do the work,and the structure is not intended or offered. for sale. (Sec. 7044)Mobile ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD,100 2.50 NEW CONST. DWELL[ OR ADONS. ACC. BL I�x¢SQ ft NEW CONSTR.T1.0 T NON.RESID .BRA CH CIRC ITS 2.50 ea POWER APPARATUS d SINGLE OUTLET CIR. Ex. OccU OUTLETS OR FIXTURES P� 15 Ot FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) Temporary service Home Facilities VA3 Misc. Wiring Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating ED Cooling 11.6-0 Hood 3,00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. save, indemnify and keep harmless the County of Butte against Aliit all judgments, osts, and expenses which may in any way accrue i s quence the granting of this permi .D e & �/ l' nt — Owner❑ Contractor Agent on �stis requiredfor nexcca'ations over 5'0' tet on or nstruct- height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30-60 In TOTAL PERMIT FEE oc i OCCUP. (�5ounty CONST.TY)27TPE scNoo PLOGD P ce o Issu PD NX This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIR T OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date 2 '� 017- --' Receipt No. , WRITE-O.P.W., YELLOW -ASB CSSOR. PINK -INSPECTOR. DENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OFtPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLe, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 i PERMIT APPLICATION DATA SHEET Permit No./ �r OWNER /0( A. P No. '7 Proposed Building Use /'��-Q.�-� ..)% Building Inspector /// Date �• !� 0 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. I CD School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non- a e and AC Buildings. Q�:C Fees of $ i .., ). . . . . .. 9 Letter of signature authorization . . . . . . . . . 0 Sanitation approval from C_-� I ct-D Health Dept. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner[:] ) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector fecorded copy of Agricultural Acknowledgment Statement. / Driveway Permit. Q. Plot plan approval from citv of 1. En ineere trusses i�icate (ep?1ir d prior to plan check). 9 ' When you issue the permit,_proce s as follows: Mail to owner, Mail to contractor. :a 4►� Telephone and hold for pickup a� �l�_ office, Deliver w/inspector. Other `� ri � 7 p.�. s Applican A� Bate Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to p r'm,i anc (Circle n w item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mal I counter by date Contractor, designer, owner, was advised of above required data by_phone_mail co ter by date Plans checked by Date Plans approved by Date M4&—Sets of plans on hold inile cabine Copy—DPW t AP folder TO: Building Department 4 FROM: Encroachment Permit Section RE: 'Dilveway Clearance ,J &S�/'�� owner location AP Driveway permit ' " C`Lyn has n b sign re been issued for the above property. date TO Buildina Department FROM: °' Environmental Health SUBJECT: Sanitation Clearance r(,e , Owner Location Plan Approved for: Sewage Disposal v Hold final for: Final clearance O.R. for: Clearance for bedroom mobile ome. Other NOTE * * * Sanitarian `76 --- AP# Water Supply Water Supply Water Supply Date 4_ 8 2 �. DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT 37 Section 26-8.1 ofthe Butte County, Code equires Lhis acknowledgement be recorded 1wrior to :issuance of a building permit. ; 88-042634 Rec Fee 7.00 The property described herein is adjacent Total 7.00 to land or included within an area zoned , Recorded .for agricultural purposes, and residents Official Records of this property may be subject to incon- County of ' veniences or discomfort arising from the Butte ; MI®VIILLEIi'TITLE CO. use of agricultural chemicals, including, Candace J. Grubbs but not .limited to herbicides, pesticides, Recorder and fertilizers; and from the pursuit 8 • OOam 16 -Dec -88 � VS 2 � 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 esLabl:i.shed ;1gr.icul•- Lural. zones which have as a priority use for 'productive agricul.tural. purposes, ;ind rvsidcni r; within said zones and on adjacent property should be prepared to accept such in(-Onvc111c•nc-r or disconform from normal, necessary farm operations. All. that real property situate in the County of Butte, State of: Cali..f.or. ni a, desc r i be(I n� follows: SEE ATTACHED DESCRIPTION...... Date: r • PROPERTY OWNERS: State of. California On this the L— day of teembe r 19 88 Butt ) SS. the undersigned Notary Public, ersonally appeared County of. ) N games Boice and Sally Boice I , before me, TAMMY TUNEY : _.._ „ NOTARY pUaUC.CAUFORNIA' Personally known to me. Proved to me on the basis PLACER COUNTY Nh!Comm.Expimsp«ZZ�1991 of satisfactory evidence. to be the person(s) whose name(s) _ subscribed to the within instrument and acknowledged LhaL.-i. executed the same for the purposes therein contained. LN WI'I'NI;, WHEREOF, I hereunto set my hand and official. seal.. Present A.P. No. ,�rz-„21- a 4P No r.y Public 86-4.2634 r DESCRT_PTI6N - ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: A PORTION OF LOT 22 OF SUBDIVISION NO. 2 OF THE MOREHEAD RANCH, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37. PARCEL II: " AN EASEMENT 20 FEET IN WIDTH, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37, FOR ACCESS, SEPTIC LINE AND PUBLIC UTILITIES, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF PARCEL 2, AS SHOWN ON • SAID PARCEL MAP; THENCE SOUTH 81 DEG. 10' 00" WEST ALONG THE .SOUTHERLY LINE OF SAID PARCEL 2, A DISTANCE OF 156.70 FEET TO THE SOUTHWESTERLY CORNER- OF SAID PARCEL 2; THENCE NORTH 08 DEG. 50' 00'_WEST,__ALONG THE WESTERLY LINE OF SAID PARCEL 2, A DISTANCE OF 20.00 FEET; THENCE NORTH 81 DEG. 10' 00" EAST, A�DIXN'CE OF 156.70 FEET TO THE EASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 08 DEG. 50' 00" EAST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR LEACH FIELD AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37. END OF DOCUMENT ;Kiki^titi�r• Vti+w. tf"" rte'+�-: li ..• �Y •�Fty_y��� . �r•;4: s.yKt�iyb�c`�^�p�E ,,,ji,�i+h�":;' .� f+�ti.�'Xsi'w'+ dtiR'+'t,r�'t+`vMa�c .Y..:i.rww .�, �, a.. �• ' "Rv'�LaQ.'�Vh �A!' 0'�'�.' v' ;Xf�:` r+iN.::.+iS JSP' +,e•.Y.,.. .ri•�---+cr 1..:•yF' • � r. .n......, s. ,. �'V. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form -per Building) A.P. Number q,� b(0 Buillding Department No. School District city City County "rF-7— Jurisdiction Property Owner_ C1�1 Oza, el Project Location/Address Subdivision Lot Number T Residential Development: © Sq. Footage ,f # of Living MHI . Addition (Group R) Units Commercial/Industrial: 0 Sq. Footage New Addition (Including Exterior Roofed Areas) r Building Department Representative Date i ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. School -mea, /3, B• 'ce (Applicant Name) 00 Pa,�Kw06d (Street Address District certifies 31/ 3- 7790 (Phone Number that C5 / co 0/4 9.a'7 (City) (State) ( Zip Code) has complied with the requirements of Resolution No. by the payment of $ �, gg�r 00 representing3J square feet. 10More,, strict Rep PAID BY CHECK NO. BANK NO //- -� y//'O , / a 10 PAID BY CASH I ------ ative REMARKS: A Efate white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Jew pwc. ewa y� ,' I.. ' RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D)• At/ arage door or porch header size's. dequate bracing. Living area over garpge - complete 1 -hour separation ;required on garage side including supporting walls and posts, etc. wo.exits on three-story dwellings (Sec. 3303 & see Mezannines 1716): Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1 -hour shafts. 1&�Combustion air for fuel burning appliances. .l-O'...Noise requirements on duplexes. .4-fo."— Adobe soils - special foundation design. -24—taining walls requiring design. 71�Unusual shape, size or split level house requiring lateral design. Nr - FluS Pf/. )J, Oog tee 4+. �'. IP4jvA&A)�� _ ..A J RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) T uBldg': Permit # .3SG����' OWNER 5ALL 30f C%, A.P. �� _y�i•�►/• GENERAL Zoning requirements: (sideyards and number of permitted living units). valuation. ' S/Plans signed by designer. Energy Design and Compliance. xisting violations on property. PLOT PLAN i'.00'Jromplete parcel size and dimensions. 3.Setbacks, sideyards, easements, etc. 3! Other buildings or structures. 4�.Grading, fills, drainage. t/Flood hazard. /Special conditions on creation map or compliance document. FLOOR PLAN �!! complete to scale plan with dimensions. ?/�Required windows for light and ventilation (Sec. 1205). 3/.Required windows for second exit (Sec. 1204). �ylights (Chapter 34 & Sec. 5207). ljyman impact glass' (Sec. 5406). i �uired room sizes, ceiling heights (Sec. 1207). , t:�`Light .F C.I.'s in baths, garage and .exterior outlets (Article 210-8). fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9- Locations of water heater, heating and cooling equipment, other electrical or gas uipment, and plumbing fixtures. rage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (Sec. 3304(e)). 1 ireplMee and wood Stove location. 1 Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 1400�undation plan complete enough:to construct building. Zr/ Toor construction details complete enough:to construct building. vations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Ej/ Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ;5:�.xposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). -" Guardrail details (Sec. 1711 & 3306(j)). --� rick or stone veneer (Chapter 30). o. --Exterior plaster - weep screeds (Sec. 4706). .oper roof pitch for roof covering (Chapter 32). 7. Rafter ties or bearing ridge beam. �uired room sizes, ceiling heights (Sec. 1207). , t:�`Light .F C.I.'s in baths, garage and .exterior outlets (Article 210-8). fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9- Locations of water heater, heating and cooling equipment, other electrical or gas uipment, and plumbing fixtures. rage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (Sec. 3304(e)). 1 ireplMee and wood Stove location. 1 Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 1400�undation plan complete enough:to construct building. Zr/ Toor construction details complete enough:to construct building. vations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Ej/ Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ;5:�.xposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). -" Guardrail details (Sec. 1711 & 3306(j)). --� rick or stone veneer (Chapter 30). o. --Exterior plaster - weep screeds (Sec. 4706). .oper roof pitch for roof covering (Chapter 32). 7. Rafter ties or bearing ridge beam. RE ;ari Lo DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT �D� pps yG' FOR RESIDENTIAL 11EVELOPMENT Section 26-8.1 of' the Butte County Code requires this acknowledgement be recorded ri.or to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agri.c'ul.tural purposes, and residents of this property may be subject to incon- BUTTE COUNTY E ORDER, SERIAL NO. 3c�(c�3y veniences or discomfort arising from the RECORDED AT THE REQUEST OF use of agricultural chemicals, including, MID VALLEY TITLE COMPANY but not limited to herbicides, pesticides, DATE RECORDED: DEC 16 and fertilizers; and from the pursuit TIME: g%D O I 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 ;Igr•iclil Lural. zones which have as a priority use for productive agricultural. purposes, :iiid residew .; within sa i.d zones and on adjacent property should be prepared to accept such i nc ��iiven i c nrr or disconform from normal, necessary farm operations. All that. real property situate in the County of Butte, State of California, .descrihc(l as follows: __.._ SEE ATTACHED DESCRIPTION...... Date: State of California Butt ) SS. County of ) TAMMY TUyEY NOTARY PUBLIC . CALIFORNIA PLACER COUNTY �COf°^� 6cpinsOct 22, 1991 PROPERTY OWNERS: On this the a day of e ember , 19 88 before mei, the undersigned Notary Public,1jersonally appeared James Boice and Sallv Boice Personally known to me. 0 Proved to me on the basis of satisfactory evidence. oto be the person(s) whose name(s) subscribed to the within instrument and acknowledged that. executed the same for the purposes therein contained. IN WI�E. WHEREOF, I hereunto set my hand and official. seal.. Present A. P. No. -'21-- C& �Kju No ry Public DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I• A PORTION OF IAT 22 OF SUBDIVISION NO. 2 OF THE MOREHEAD RANCH, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 19821 IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37. PARCEL II: AN EASEMENT 20 FEET IN WIDTH, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37, FOR ACCESS, SEPTIC LINE AND PUBLIC UTILITIES, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING -AT THE SOUTHEASTERLY CORNER OF PARCEL 2, AS SHOWN ON SAID PARCEL MAP; THENCE SOUTH 81 DEG. 10' 00" WEST ALONG THE SOUTHERLY LINE OF SAID PARCEL 21 A DISTANCE OF 156.70 FEET TO THE SOUTHWESTERLY CORNER- OF SAID PARCEL 2; THENCE NORTH•08 DEG. 50' 00" _.WEST., _ALONG THE WESTERLY LINE OF SAID PARCEL 21 A- DISTANCE OF 20.00 FEET; THENCE NORTH 81 DEG. 10' 00" EAST, A�DISTANCE -OF 156.70 FEET TO THE EASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 08 DEG. 50' 00" EAST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR LEACH FIELD AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF -BUTTE, STATE OF CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 36 AND 37. P Certificate of Compliance: Residential Climate Zone 11 1 S �Go SAL •�dt U t Go Project Address Documentation Author Telephone BUILDING DATA Conditioned Floor Area Raised Floor ;KSingle Family Detached (SFD) [ ] Single Family Attached (SFA) [ ] Multi -Family (MF) BUILDING SHELL INSULATION Number of Stories Number of .Units _I [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition Component Insulation Location/Comments Type R -Value (attic. to garage, typical. etc.) Wall .............. Al Wall .............. -- Roof ............. Roof ............. Floor............. _... Floor.............mmmo Slab Edge..... GLAZING Glazing Orientation Area (sf) Glass Type (single. double) North East South L West Skylight � — ' Total - iS. t EasEast ( ) !S South South ( ) West ( ) / P •• West ( ) Skylight.......t THERMAL MASS Type/Covering (slab/cx4jecL tile, etc. t#4L& of Area Thickness s inches NU3 Shading Devices Interior HVAC SYSTEMS Minimum Duct 85(p="//. 4/-% Buil/O Checked By/ Date Enforcement Agency Use Only Glass Area % Glass North East South L West Skylight � — ' Total - iS. b.e Exterior Overhang Framing Type t, Type (fumaee, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) of y fw AEVON 10 Maximum Furnace Heating Output: Btuh r 1 HOT WATER SYSTEMS Tank Manufacturer/Model# System T (storage gas, etc.) Capacity or approved equal) SpecialIlk F SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) ysti!m SEER Unit Size (sQ 0.2 4 to -1410 umea ducts In attic) 16 or Sum of 7-10 +5 +15 more Oto •14 to -4b +6 to 16 or 15 -6 +5 +15 more 12 -10 -8 -6 -4 -7 -6 -5 -4 -3 .4 -4 -3 -2 -2 -3 -3 -2 -2 -1 0 0 0 0 0 3 3 2 2 1 6 5 4 3- 2 9 7 6 4 3 13 11 9 7 5 17 14 12 9 6 Effective SEER 3R x dud efficiency) Sum of 7-10 Unit Size (sQ 0.2 4 to -1410 -410 +610 16 or 15 .5 +5 +15 more 25 .21 -17 -13 -9 11 -9 -7 -6 -4 -4 -4 -3 -2 -2 0 0 0 0 0 8 6 5 4 3 14 12 9 7 5 19 16 13 10 7 23 19 15 12 8 26 22 18 14 9 29 24 20 15 10 I Control Adjustment 8 7 6 4 3 Wing System Installed -4 -4 -3 -2 -2 3 2 2 2 1 ally Detached and Attached Interior Mass/CFA fnt 2 MSS 11.7.u1Mc�/.21 (c.ryetM 4 TYPE I MASS (UIMexposed & 4.2, le: sed slab) a_Ol � 0% S% 10% 15% 20% 25% 30% 35% 40% 45% 50% 56% 60% 66f. 70% 75% 60% 85% 90% 95% 100% 105% 110%. 115% 120% 125-4 01/. Unit Size (sQ 0.2 199 1200 1700 2200 2700 or b to to or ass_ 1699 2199 2699 more 0 0 0. 0 0 12 8 6 5 4 8 5 4 3 3 5 3 3 2 2 8 5 4 3 3 37 -24 -18 -15 -12 -1 -1 -1 0 0 18 -12 -9 -7 -6 25 -16 -12 -10 -8 18 _ -12 -9 -7 -6 5 -3 -2 -2 -2 7 5 4 3 2 3_ 2 1 1 1 28 -19 -14 -11 -9 8 5 4 3 3 10 -6 -5 -4 -3 7amily (Individual 4.1 units) 4.5 4.7 Unit Size (so 5.1 Q9 700 1200 1700 2200 or to to to or sss 1199 1699 2199 more 0 0 0 0 0 14 7 5 4 3 9 5 3 2 2 9 4 3 2 2 1 9 5 3 2 2 -45 -23 -15 -11 -9 2 1 1 0 0 -23 -12 -8 -6 -5 725 -13 -8 -6 -5 _23 -12 8 -6 -5 -8 -4 -3 .2 t -2 6 3 2 1 1 1 0 --15 0 0 0 -30 5.8 -10 -8 --6 18 9 6 4 4 -8 -4 .3 .2 -2 Interior Mass/CFA fnt 2 MSS 11.7.u1Mc�/.21 (c.ryetM 4 TYPE I MASS (UIMexposed & 4.2, le: sed slab) a_Ol � 0% S% 10% 15% 20% 25% 30% 35% 40% 45% 50% 56% 60% 66f. 70% 75% 60% 85% 90% 95% 100% 105% 110%. 115% 120% 125-4 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 . 4.64.8 5 53 i 10%.0.2 k r y or 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.6 S 5.2 5.4 j 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 -24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.8 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6 2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 . 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 211', 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 S.1 5.3 55 5.7 5.9 6.1 6.4 70%. 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 52 5.4 5.6 5 8 6 62 64 75% 1.3 1.5 1.7 1.9 21 2.3 ZS 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 8011. 1.4 1.6 1.8 2 2.2 2.4 26 2.117 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.9 5.1 5.4 5.6 5.8 6 62 64 66 85%1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 9011. 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.8 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 8.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110Y. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 3.2 5.4 5.7 5.9 6.1 8.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 S.1 S.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.S 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.1 7 7.2 7.4 Point System Summary: Climate Zone 11 . SCORE CARD Measures Point Scores 1. Ceiling Insulation it 3 or R -value [38] U -value [0.030] 2. Wall Insulation k r y or R -value [11) U -value [0.098] 3. Raised Floor Insulation or -"'- R-value [ 191 U -value [0.0371 4. Slab Edge Insulation or-�- R-value [01 F2 factor [0.77] S. Infiltration Standard 0 6. Glass Heat Loss to Y_ f 47 Type [double] U -value [0.651 90 Total Glass [16] Sum 1-6 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North `/, S x .77 _3 --qZ �b b. East x .77 X I&V c. South x .7 i = d. West S x .7 % = 1 ,70 e. Skylight x -2- /.of 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North 4I 014, Jr x _7�ss�� b. East - x _ c. South X = %OS d. West .S x . - e. Skylight KIT x .77 9. Interior Thermal Mass TYPE 1 MASS AREApo In riorN'nss/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA �s Exterior WaU Mass ND. FLUOR AREA Sum 7-10 11. Heating System x =_ 6 ^ ' " ' 7 SE or HSPF Duct Efficien 0 78 Effective SE or Zonal Control? (Y / N) ry [ 1 10.72/6.61 HSPF 10.5615.151 12. Cooling'System_�_ x = Zonal Control? ( Y / N) SEER [9.51 Duct Efficiency [0.741 Effective SEER [7.031 13. Water Heating Ski Type [SG] Credit [none] Point Total: "�'� 1. Cejling Insulation 2. Wall Insulation -14 Number of stories Number of stories R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 . 0 0 0 U -value 2 1 R-19 0.50 -176 -84 -54 0.30 -102 -49 .92 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 .3 2. Wall Insulation -14 -48 Number of stories Single- Single - -70 -46 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.06 -6 -3 -2 0.04 -1 0 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04. 14 11 7 0.02 19 .14 10 0.00 24 18 12 3. Raised Floor Insulation 14 .." _ ]insulation in Floor -7 0 7 Number of stories 24 R -value One Two Three - R-0 -17 -8 -5 1 R-11 -3 -2 -1 R-19 0 0 0 i R-30 3 1 1 U -value -14 -48 Number of stories - -- 0.60. 444 -70 -46 0.50 -120 -58 38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace . -14 -48 Number of stories -64 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -10 -' 40 Number of Stories -37 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 _ 6 3 F2 factor 12 29 -58 0.90 -4 3 .1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard `0 - 6. Glass Heat Loss Total -14 -48 -69 -64 U -value 16 Percent -42 -59 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Glass (percent Stas x SC) Effective ' %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 . 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed & Shading (Shade Closed) Effective. Percent Glass (Percent Slaas x SC) Effective %GW Nom Etat South West Skylight 18 -14 -48 -69 -64 I'm 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 37 na it -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 35 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Mu16 Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4' -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 D 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 . 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9. 11 12 12 5.5 5 8 9 11 12 12 1 6.0 5 8 10 12 13 13 j 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1-6 Wall Family Family Mu16 Mass Detact>ed Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 .4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 i 1.40 12 13 9 1.60 10 13 11. j. 1.80 10 12 12 2.00 10 11 13 11. Heating System ' SE or HSPF (assumes duets In attic) Zonal Control Adjustment System Type Resistance 10 9. 7 6 4 3 Other. 6 5 4 3 2 2 Sum of 1-6 25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 Effective SE or HSPF (SE or HSPF x duct eMciency) Effective -25 or -24 to -14 lo -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.68 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 . 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9. 7 6 4 3 Other. 6 5 4 3 2 2 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardkas of the oompliarta approach used Items marked with an asterisk (•) may be superseded by mere stringent compliance requuements listed on the Ce tificate of Compliance. Wben this checklist is incorporated into the permit d6cumerim the features noted shall be considered by all parties as binding minimum component performance speeifrations for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION I DESIGNER I ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (tons not apply to exterior mass walls). §2.5352(k): Slab edge insulation - waw absorption rate no greater than 03%. water vapor transmission rate no greater Oars 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exftltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatMrstrippnd; all joints and penetrations caulked and seakd. 12.5352(e): Special infiltration barrier installed to comply with §2-5351 mats CEC quality standards. 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: L Tight fitting. closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2.5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10.1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. 62-5314: HVAC equipment. water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. , §2.5318(d): Swimming Pool Heating 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on heave. e. Plumbed to allow for solar. 2. 75 percent thenal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12.53520): Lighting - 25 lumenstwatt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas ford appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CFC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the budding features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. Subchapter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name: Nang MWOFtrtn TitkJFum- Address: Address: Tekphone: Telephone: Lie. 4: =21(d (signature) (date) nature) a ) Documentation Author Enforcement Agency Name: Name: TttkJFum; Agawr- Address: Tekpho= ® Lo �,Ps PL. - LL. - 119 Ero --_ 'Lf lAl ES � �. t —Circ CAS�28 a �,16.343 •-'.� 144 IqZ � S I Z. ZS�r -U� LIEII�Ni' - �.00tt�i , 5.po3- �-As-t� zo, Z S%- Z�.c M/j 'rte I L�-y��Y. 14 ✓ �A r1 GCIz al lHIE 5oN N GoLt'I also- ! A -{'Es L�d� K� 14 i.4v 6,ee7)::7- 6`14 4a►- GC- V- �a U z.7,C Z4� 6I u E D LAr1, I N A-{ ep sEArl loll X G%-" C4�,rl6C L 3�4 Gorr& N04,i0N -ve> Y�/d G DLA GRIFFITH & ASSOCIATES 15 -Dec -88 SIMPLE BEAM DOCUMENTATION a:sbeam page 1_1 Boice GLULAM CALC. DATArr*+trrr,r*,t*,►*,t,rrr►:wr,tr►rrrrrrrrrrr*arra LENGTH 32.00 ft ✓ tribwidth= 4.00 ft v LL 20.00 psfv DL= 22.00 psf surcharge= 53.00 plf ✓ ASSUMED DEPTH IN INCHES 18.00 w=tribwidth*(DL+LL)+surcharge= 221.00 plf d=length*12/ 360 = 1.07 inches factor for stress: 100%roof Fb Fv E 24f GL 2400.00 psi 165.00 psi 1.80E+06 repetitive w/increase 2400.00 psi 165.00 psi 1.80E+06 psi BENDING*********************************arra M=w*length^2/8= 28288 ftlbs Sr=M*12/Fb= 141.44 in^3 SHEARr*,t*r,t*tr**,r,rr*,r*r**rrr,r*,r***r*,►rr**rrr* R=w*length/2= 3536.00 lbs V=w*(length-(2*DEPTH/12))/2= 3204.50 Ar=1.5*V/Fv= 29.13 in^2 I DEFLECTION*rr*,t*rata*,r,r*rr*r****r***r*****rr*: j wDL 141.00 =(tribwidth*DL)+surcharge wd=tribwidth*LL= 80.00 plf Ir=5*wd*(length^4)*(12^3)/(384*E*d)= 983.04 in^4 i DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length^4)*(12^3)/(384*E*Ir)= 1.88 inches SUMMARY************************************* SECTION S A I required 141.44 29.13 983.04 a 48 inches o/c try: 5.13x15 187.50 76.90 1441.00 5.13x16.5 224.50 84.60 1919.00 5.13x18 264.60 92.73 2491.00 STRUCTURAL CALCULATIONS 1_lg Ix� lig PERMIT NO. 373-89B PERMIT EXPIRES OWNER .TTM & SALLY BOTCF CONTR. CRAIG T)ONATSON ASSESSOR PARCEL 49-91—R6 LOCATION #15 RASP Ave Chid a f J W1�� G I3l0 Temp. Power Pole Called PG&E Temp: Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature IF = OK '0'= Not OK - = Not Applicable = Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /"L"ft. /' /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance T Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date Card -B1 Date Card -61 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI ' 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -61 Date Card -81 Date Card -B1 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 " Date Card -131 Date Card -131 Date Card -B1 Date = uK nvzlz� 0 = Not - =Not Applicable RESIDENTIAL (Wigle and Duplex) + = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rf g� 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance A 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. BaffI 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits b, 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection,,, 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic c� 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -81 Date Card -131 Date Card -131 Date Card -131 ' Date Card -131 Date Card -131 Date v Card -131 Date Card -81 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection a� 64. Bedroom Exiting -- 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails Card -131 Date Card -131 Date Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer lit 73. A.C. Duct in Garage -Damper 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection A 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. - 75, plb., Elec. &Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -131 Date Card -81 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -81 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90.Water & Sewer Connected -C/O to Grade -HD Approval 9i. Energy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date 92. Roofing Certificate Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -81 Date Card -.B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -B1 Date Card -81 Date Comments at Final: 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS E MIT N 7 County Center Drive - Oroville, C3' lKornia 95965 - Telephone: 916/538-7541 3 APPLICATION -AND PERMIT (�f ASSESSOR PARCEL NUM —,2/-7 ZONING BUILDING PERMIT IV OWNS LEPH%N�E7 SQ FT OCC. BUILDING VALUATION OW )PER'S MAI G ADDRESS CON CTO 'S NAME TELEPH CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee a Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 QSC Each Trap 2,00 Solar or heat pump water heater 20.00 LO NO. SUBDIVISION NAME PAI EL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is 10.00ea TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Inst Ilation❑ Other ❑ Describe work: � ��� i ��� j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profes s o e a my license is in force and effect. License No Classification the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.eI OR ADDNS. ACC. BLDGS. ,/z¢sgft NEW CONSTFi MULTI -OUTLET NON-RESID BRANCH CIRCUITS 2.50 ea /POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 200!300 BALI 300 FIXED APLNS.❑as Ex. Occup. OUTLETS P(RESID )REA.Y 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ e permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also geeto save, indemnify and keep harmless the County of Bu to against all bil ties, judg n costs, d expenses which may i any ay accrue ag nst s id Coun i co seque e f the granting of this pe mit. or ate y i ature of App i ant — Owne Con ctor Agent ❑ An OSHA permit Is required for excavations over 5 "deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE oe uP. C,ON/ST.TYP v` AJ SCNooL PLoo1��E 11Z ND 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRE TO PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS DateZ� :,:;_,~ Receipt No.,�Y�7 % WNITC-D.P.W.. YELLOW-AAESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT - � i� . _ . _ ..�;� ...,�.._.,i..,� �Y.: ti.a.. _. 1s..� .. , s js;. y . •+n . * : •r'. , rr �... .. COUNTY OF BUTTE - DEPARTMENT.,O,F..UBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEOPALI,f.OP.NIA 95965 - TELEPHONE: 916/538-7541 t PERMIT APPLICATION DATA SHEET f rJ Permit No. OWNER�.0 A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ - 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ...................................................... School District fees paid ................ 3. Health Department .. 02 Sanitation approval from 14. City of Chico plumbing.. permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ..... Pre-Inspec. request to Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Ma' o owner. Mail to contractor. �---� Telephones i�-�and'hold for pickup at�office. Deliver w/inspector. Other l APPI ican►/ � v/h ADate'' Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted p to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_Jnail—counter by date_ Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date. Plans checked b� Date Plans approved bDate Sets of plans on hold in File cabinet AP folder Copy—DPW J TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �T Owner i Location r AP# Plan Approved for: Sewage Disposal _ Water Supply Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for _ bedroom mobile home. Other NOTE *** Sanitarian Z -22-q Date . ptovide STo- I P, S _1 nate racdn9, A setback of 5 ft. fron property lines and a s of 50 -ft. from the roac centerline shall be cle structures or equipme For a 2 ft. eave overh _ eia wilooe OF W4 EA�s�✓►�n i � �I I k 0 \11 V -� �l,oL a#e hraaI Ell AL& -,Or v I ;o__;_ 3 , v- 1 '10 IN ur 0500 F4J�o7rP-r �� , i4<r'-m 10, a s .04 ®!� I ua racl Provide aae V. ila ts sk Viol �i br8c��'�� -- P _reuate /h X2 �/� )VOL,r _ -1001 wwti ER fjt. r' m >1) ��5S � �p 3�M74 'o�O� ti �' i � o q<<C�ti 0 -.gig C3 m r A 0 0 0 3 I r Oro ZD rZ p.y74 I �, \ 1 11 i r J e r C c -fN j \ 0 X � �m O 0 Im>mZm;a A I D m A m 3 Z N A m zmz�.. z�ozo� m D 3 O m M cl C 13 D° A m A �1 Z - N cn<o0 A{ m I z m D Fr Ul I " \ mD�Z0 3 > C3 Z m Im n X C) v m { Z m N 2 m 0 o 0 0 v 0 m 1 X N N 0 A I m D 0 f!1 L 0 (p cl) �CDC]n -�- \ C)Jv -nD O 0 A L m A v D 3 r C] m 0 r m p D N C] z 0 \ D C] SITE CONDITIONS - r C c -fN j \ 0 X � �m O 0 Im>mZm;a A I D m A m 3 Z N A m zmz�.. z�ozo� m D 3 O m M cl C 13 D° A m A �1 Z - N cn<o0 A{ m I z m 2 r O o m �' Z �C- r IV U n m _° m No D p �Z� r� m 5;Or- cflo _ ;o nym 00 �D_-I Z ri cl) C m ZD N m C 9 r N ..® �� SII ®, , ,I < - C' ® r �oPzctj I D fA Ul I " \ mD�Z0 r > ,� Z m m Z C. G�, \ AIN 3 \\�\� I cmDo13 r3<�Om z mm r 1 X — z A x - I 2 r O o m �' Z �C- r IV U n m _° m No D p �Z� r� m 5;Or- cflo _ ;o nym 00 �D_-I Z ri cl) C m ZD N m C 9 r N ..® �� SII ®, , ,I < - C' ® r �oPzctj I It / R\tA \� m m p O to O ''p ED -1NOOAA �► 'Q \ 90 0O �1 D m m C. G�, \ AIN 3 �O�>ITI r3<�Om m -� 3 o I C m 3 G] 3 DO�rm3 GI 'a \ � ZMoAA� -�- \ C)Jv -nD -0[700-4Z Z O N D N A to r m NOTE \ SITE CONDITIONS - ENGINEERING FOLLOWING MAY BE REQUIRED IF ANY OF THE SITE CONDITIONS ARE OBSERVED AND NOT \ v SHOWN ON THE APPROVED PLANS: \ \ T o • EXCESSIVE SLOPES • EXPANSIVE SOILS \ m • EXCESSIVE CUTS OR FILLS \ C • ALTERATIONS TO NATURAL DRAINAGE \ C • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS \ \ 11) SPR -21! WHT-U PV MODULE 1) SPR -21 WHT-U PV MODULE SUNPOWER 1) SPR -215- SPR -5000m-240 WHT-U PV 5KWATT INVERTER MODULE with integrated DC Disconnect #10 USE2 SUNPOWER 11) SPR -215- SPR -5000m-240 WHT-U PV 5KWATT INVERTER MODULE with integrated DC Disconnect Ty # 6 TH WN, UILDING DIVISION APPROVE® #10 THWN 60 AMP OUTDOOR SUB PANEL CB30 CB30 CB30 CB30 MAIN METER 0 CB60 CB60 y _ Y 1 1 LABEL, CIRCUIT BREAKER(S), ��/ ,COMPLY WITH CALIFORNIA --. DISCONNECT(S), #10 USE2 ELECTRICAL CODE -ARTICLE FUSE(S),SWITCH (ES) AND THEIR s 1 10 REQUIREMENTS FOR I ACCESSORIES, TO IDENTIFY THEIR_j ELECTRICAL EQUIPMENT LOCATION AND OR EQUIPMENT— Note: INSTALLATIONS A separate ground will be required for lightning suppression and bonded to main ground at the as near to inverter as possible if under 50' from main utility ground. - - - - COMPLY WITH CALIFORNIA ELECTRICAL CODE— FOR WIRING All mounting to be flashed sealed and installed in accordance with manufactures instructions: METHODS- SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE I REQUIREMENTS AB REQUIRED BY THE J` DC array wires are to be metallic from roof penetration to the inverter 2007 CEC FOR THE SPECIFIC METHOD OF WIRING All electrical wiring will be installed in accordance with the 2007 Califorina Building Code and 2005 NEC article 690. COMPLY WITH CALIFORNIA COMPLY WITH I I CALIFORNIAELECTR/CAL PROVIDE READILY ACCESSIBLE . CAPABILITY TO CIRCUIT BREAKER(S), COMPLY WITH CALIFORNIA ELECTRICAL CODE--ART/CLE 1 ELECTRICAL CODE- ART/CLE CODE-ART/CLE I DISCONNECT(S), FUSE(S),SWITCH (ES) '690 REQUIREM 'NTS'FOR 240-24 REQUIREMENTS I 250 REQUIREMENTS FOR' I AND THEIR ACCESSORIES AS SOLAR PHOTOVOLTAIC APPROVED LOCATION OF GROUNDING AND BONDING REQUIRED AND DEFINED IN =SYSTEMS OVERCURRENT PROTECTION _ - CALIFORNIA ELECTRICAL CODE, - � 1 .1 1K N r4orthStar ENGI1NEERING 6UTTE COUNTY Civil.Engineers - Planners• Surveyors BUILDING DIVISION APPROVED STRUCTURAL CALCULATIONS PROJECT: Overhead Solar Array LOCATION: 15 Rose Avenue Chico, CA 95926 OWNER: James Boice JOB NUMBER: 09-123 DATE: July 17, 2009 CODES: California Building Code, 2007 Edition CODE ENFORCEMENT: County of Butte Building Department LOADS: Wind Speed: 85 mph Exposure: C (Method 2 used,+u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these'calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of J. By: MEM NorthStar 111 MISSION RANCH BLVD. Date: 7/17/2009 ENGINEERING SUITE 100 Job No: 09-123 CHICO, CA 95926 Page of 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE W = 1.5 KSF I. I By: MEM NOrthStar Date: 7/17/2009 ENGINEERING Job No: 09-123 Page 3 of WIND PRESSURES PER ASCE 7-05 SECTION 6.5.13 WIND SPEED = 85 MPH Kz = EXPOSURE= C Kzt = Iw = 0.87 Kd = GUST EFFECT FACTOR = 0.85 qh = TRIBUTARY WIDTH = 5.08 FT y = 0 DEGREES CASE A CNW PNW CNL PNL 0 1.2 11.9 0.3 3.0 7.5 -0.6 -5.9 -1 -9.9 15 -0.9 -8.9 -1.3 -12.8 22.5 -1.5 -14.8 -1.6 -15.8 30 -1.8 -17.8 -1.8 -17.8 37.5 -1.8 -17.8 -1.8 -17.8 45 -1.6 -15.8 -1.8 -17.8 y = 180 DEGREES CASE A CNW PNW CNL PNL 0 1.2 11.9 0.3 3.0 7.5 0.9 8.9 1.5 14.8 15 1.3 12.8 1.6 15.8 22.5 1.7 16.8 1.8 17.8 30 2.1 20.8 2.1 20.8 37.5 2.1 20.8 2.2 21.7 45 2.2 21.7 2.5 24.7 y = 0 DEGREES CASE A CNW PNW CNL PNL 0 -1.1 -10.9 -0.1 -1.0 7.5 -1.4 -13.8 0 0.0 15 -1.9 -18.8 0 0.0 22.5 -2.4 -23.7 -0.3 -3.0 30 -2.5 -24.7 -0.5 -4.9 37.5 -2.4 -23.7 -0.6 -5.9 45 -2.3 -22.7 -0.7 -6.9 y = 180 DEGREES CASE A CNW PNW CNL PNL 0 -1.1 -10.9 -0.1 -1.0 7.5 1.6 15.8 0.3 3.0 15 1.8 17.8 0.6 5.9 22.5 2.2 21.7 0.7 6.9 30 2.6 25.7 1 9.9 37.5 2.7 26.7 1.1 10.9 45 2.6 25.7 1.4 13.8 0.85 1 0.85 11.63 PSF 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 r I By: MEM Date: 7/17/2009 Job No: 09-123 Page y of MAXIMUM LOADS MAX. DEG. Wnom. MIN. Wnom. 0 0.0 0.0 7.5 0.0 0.0 15 0.0 0.0 22.5 0.0 0.0 30 0.0 0.0 37.5 0.0 0.0 45 0.01 0.0 NorthStar ENGINEERING NOTE: Wnom denotes the maximum and minimum force on the collector beam spaced at "TRIBUTARY WIDTH" shown as 13 feet on center TYPICAL JOIST MAXIMUM SPACING (s) = 5.08 FT DISTANCE BETWEEN SUPPORTS (Lspan) = 6 FT CANTILEVER DISTANCE (Lcant) = 4 FT UNIFORM LOAD FROM DEAD LOAD (wDL) = 5psf * s = UNIFORM LOAD FROM LIVE LOAD (wLL) = 20psf * s = UNIFORM LOAD FROM WIND LOAD (wW) = P * s = WHERE P = 26.7 PSF MAXIMUM BENDING MOMENT (Mmax) = (DL + W) * Lcant^2 / 2 = TRY: L'5"X3 1/2"X1/4" STEEL ANGLE BENDING STRESS IN BEAM (fb) = Mmax / Sy = 18615 PSI WHERE Sy = 0.83 IN^3 Fy = 36000 PSI ALLOWABLE BENDING STRESS IN BEAM (Fb) = 0.6 * Fy = USE: L 5"X3 1/2"X1/4" STEEL ANGLE 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 25 PLF 102 PLF 136 PLF 1288 FT - LBS 15451 IN - LBS W-01111;�9= 18615 PSI OK 61 I By: MEM NorthStar 111 MISSION RANCH BLVD. Date: 7/17/2009 ENGINEERING SUITE 100 Job No: 09-123 CHICO, CA 95926 Page 5 of 530-893-1600 FAX 530-893-2113 MAIN SUPPORT BEAM DISTANCE BETWEEN SUPPORTS (Lspan) = 13 FT MAXIMUM POINT LOAD AT PURLIN (P) = 644 LBS MAXIMUM BENDING MOMENT (Mmax) = P * Lspan / 4 + P * (Lspan / 2 - 5) 12 + P * (Lspan 12 - 5) / 2 Mmax = 3058 FT - LBS 36695 IN - LBS TRY: W 6X15 STEEL BEAM BENDING STRESS IN BEAM (fb) = Mmax / Sx = 3775 PSI WHERE ' Sx = 9.72 IN^3 Fy = 50000 PSI ALLOWABLE BENDING STRESS IN BEAM (Fb) = 0.6 * Fy = 30000 PSI > 3775 PSI USE: W 6X15 STEEL BEAM COLUMN AND COLUMN FOUNDATION MAXIMUM DOWNWARD FORCE ON COLUMN (Vmax) = 1647 LBS MAXIMUM UPLIFT FORCE ON COLUMN (Vup) = 1025 LBS TRY: 4" DIAMETER STANDARD STEEL PIPE r= 1.51 IN K*L/r= 95 .K= 1 A= 3.17 INA 2 L = 12 FT COMPRESSIVE STRESS IN COLUMN (fa) = Vmax / A = 520 PSI ALLOWABLE COMPRESSIVE STRESS PER TABLE C-36 (Fa) = 13600 PSI > TRY- 2 FT WIDE 2 FT LONG 2 FT THICK FOOTING CHECK SOIL BEARING PRESSURE (q) = Vmax / (W * L) = 412 PSF < CHECK UPLIFT FORCE (WT) = W * L * T * 150pcf = 1200 LBS > 1025 LBS USE: ' 4" DIAMETER STANDARD STEEL PIPE 2 FT WIDE 2 FT LONG 2 FT THICK FOOTING W/ (3) - #5 EACH WAY G OK 520 PSI OK 1500 PSF OK OK BENEFITS t � Reliable and Robust Design Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather than multiple units Commercial Use Flexible ACvoltage -output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency over 95.5% and peak efficiency over 97% I Reduced Installation Cost Integrated AC -DC disconnect with fuses lowers material costs and j labor requirements Attractive Aesthetics Integrated disconnect eliminates 1 needdfor visible conduits to inverter I�- l �y Y SPR -5000m, SPR -6000m & SPR -7000m 5000m, 6000m & 7000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 5000m, 6000m & 7000m provide exceptional reliability and market -leading design flexibility. The SPRm line of Solar Inverters can be easily applied in residential or commercial installations. All models come with a l 0 -year warranty. BUTTE CUUNTY BUILDING DIVISION APPROVED www.sunpowercorp.com WE r � En� I 5000m, 6000m & 7000m INVERTERS S U N POW E R' EXCEPTIONAL RELIABILITY AND PERFORMANCE Eltctitcal Data�� £ Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter Weight SPR -5000m SPR -6000m SPR -7000m AC Power 5000 W 6060 w 7000 W AC Max Output Wall Mount Bracket Standard Ambient Temperature Range. -13 to +113 eF Current (@ 208V, 24A, 20.8A, 18A 29A, 25A; 21.6A 34A, 29A, 25.3A 240V, 277V): ` AC Nominal 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC 211-264V@240 VAC 211-264V@240 VAC 211-264V®240 VAC Voltage /Range 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 60Hz/59.3Hz- 60Hz/59.3Hz- 60 Hz/59.3Hz- AC Freq / Range 60.5 Hz 60.5 Hz 60.5 Hz Power Factor 1 1 1 Peak Inverter 96.81 97.051 97.1% Efficiency 95.5 % @ 208 V 95.5 % @ 208 V 96.0 % @ 208 V CEC Weighted 95.5 % @ 240 V 95.5 % @ 240 V 96.0 % @ 240 V Efficiency 95.5'% @ 277 V 96.0 % @ 277 V 96.0 % @ 240V Recommended Array Input Power 5300 W 6400 W 7500 W (DC @ STC) DC Input Voltage Range 250 - 600 V - 250 - 600 V 250 - 600 V Peak Power . 250-480V 250 - 480 V 250 - 480 V Tracking Voltage r DC Max. 21A 25 A 30 A Input Current DC Voltage J Ripple <5% No. of Fused 4 String Inputs Power Consump: S Standby / <7W/0.25W Nighttime , Fused DC & AC Standard; Complies with NEC Standards Disconnect Grounding Positive Ground SPRm Efficiency Curves 100 - 95 MUMMM 111111111111111- — 0900RHE loom u C mommommoom 85 EE 80 75 70 - 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power a Mechanical Data ,�r< `, :`` Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter Weight 143 lbs ' Shipping Weight ' . 154 lbs Cooling Forced Air / Sealed Electronics Enclosure Enclosure NEMA 3R Mounting Wall Mount Bracket Standard Ambient Temperature Range. -13 to +113 eF Warranty;and Cer; Z6IroAs=_ �, ��°,� Warranty 10 year limited warranty Certifications Compliance: IEEE -929, IEEE -1547, UL 1741-2005, - UL 1998, FCC Part 15 A & B T I I t +„� , i T;: �?'9".t, �r f .�•."' :;'"; #tr "p!'.,�;, .About SunPower'- . t;-.,.� .... - pfd',` $..i"i' yrf",..t r ire SunPower designs,manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. OU i ) f , rpore rights peci I nge wi rte' ' - mlune 2007 SunPower Corporation. All d is rererved s fcmiom included in this dmarhea are suh'eci to cho ihwi notice BUIEDIN�Docu Ar, W!—�6eiv' R [ ' www.sunpowercorp.com APPROVED �!.saJY1t�Ls�'� 4?�e ``'r.tyv._�`�i��8`: • ' r S U N ROWE R 230 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE :BENEFITS Highest Efficiency + Panel efficiency of 18.5% is the highest commercially available for residential applications More Power Delivers up to 50% more power per unit area than .conventional solar panels Attractive Design Unique,all-back contact solar cells and r optimized panel design: eliminate harsh ' teflectiori from front -side metalcontacts i i Reliable and Robust Design ' Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple i :F mounting configurations + i p' 4 i ! { i _ SunPower — 230 f Efficiency 12.0% i kWs 3.0 4 ..�� E Ti_ c �L sU i - l�l.:U ty SPR-230-WHT The SunPower 230 Solar Panel provides today's highest efficiency and performance for residential use. Utilizing 72 next generation SunPower all -back contact solar cells and an optimized panel design, the SunPower 230 elegantly delivers an unprecedented total panel conversion efficiency of 18.5%. The panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide far higher energy delivery per peak power than conventional panels. aunrowers mgn ttriciency Aavanrage - up to :)v -/o more rower T_ Comparable systems covering 25 m2 / 270 fO Convenfional Watts / Panel 165 _ SunPower — 230 f Efficiency 12.0% t _ 18.5% f 3 kWs 3.0 4 ..�� E Ti_ c �L sU i - l�l.:U ty •fa' �r YVI. f ir r /:r) 230 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE _ Electrical Data Measured at standard Tess Conditions ISTCI: irradiance of 1000/0, air mass 1.59, and call temperature 25" C Peak Power (+/-5%) Pmax 230 W Rated Voltage Vmp 41.0 V Rated Current Imp 5.61 A Open Circuit Voltage Vac 48.7 V Short Circuit Current Isc 5.99 A Maximum System Voltage IEC, UL 1000 V, 600 V Temperature Coefficients g 4.0 aoo w/m2- Power -0.38% /aC Voltage (Voc) -132.5 mV/aC -- - - T Current (Isc) 3.5 mA/aC Series Fuse Rating 20 A Peak Power per Unit Area 185 W/M2, CEC PTC Rating (listing pending) 213.5 W Mechanical Data IV Curve 71.0 72 SunPower all -back contact monocrystalline Tested Operating Conditions 3.2 mm (1/8 in) tempered Junction Box T . T --� - — 6.0I Impact Resistance Hail -25mm (1 in) at 23 m/s (52 mph) - 15 kg, 33 lbs 5.0 1000 wird _ } g 4.0 aoo w/m2- 1 - -- - - T - + - 3.0 4 --t — - 500 W/1.n"2.0 t 1 ,- 1.0 I - + 1 J.- j - 4 -+ 1000 W ms at 50 dC 0.0 . _ _ _. -__ -J...- _ .� _ _ y . - 0, 0• 10 20 30 40 50 60 Voltage M Current/wltoge characteristics with dependence on imodionce and module-temperoture. 17.2 W/itz 72 SunPower all -back contact monocrystalline Tested Operating Conditions 3.2 mm (1/8 in) tempered Junction Box Temperature -40° C to +90° C (-40aF to +194aF) Output Cables --� - — Max load 50 psf (2400 pascals) front and back Impact Resistance Hail -25mm (1 in) at 23 m/s (52 mph) Solar Cells 72 SunPower all -back contact monocrystalline Front Glass 3.2 mm (1/8 in) tempered Junction Box IP -65 rated with 3 bypass diodes Output Cables 900 mm length cable / MultiContact connectors Frame Anodized aluminum alloy type 6063 Weight 15 kg, 33 lbs Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215 , Safety tested IEC 61730 UL listed (UL 1703), Class C Fire Rating Dimensions X04 111 4�— 1200 —,, 04.2 1161 11.04, 142241 lCwW) 2%e 4.2 1.161 16161 d1 I ]v0 �. 91 31 421 915 71.2 J 1539 46 It 0e 6.6 1,1101 36AA (12.69) -�1 161 2v, 3 911 0 4.21161 I�1 E 1 t CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/ponels for details I _ .�. _- - .. _,. _ __ - � - .- 4444 _. _ _ •- - ».. � .-_. ... --�.- .� ..- _ ` s About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells 1 j generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. 0 October 3007 SunPower Corporation All rights reserved Specifications included in this dotasheet are subject to change without notice .Documenl 000142190 Rev 11� Printed on recycled paper WWw.sunpoWerCOrplCom SunPower SM System Planning and Assembly Installation Manual BUTTE COUNTY BUILDING DIVISION APPROVED Table of Contents Part I. Scope, components, and installer responsibility .......................................... 2 Part H. Procedures for installations using the SM System ........................................ 4 Part III. Installing SM System with top mounting clamps ........................................ 8 Part IV. Installing SM System with grounding clips and lugs....................................:13 SUNPOWER CORPORATION WWW.SUNPOWERCORP.COM o SM System Planning and Assembly Installation Manual Part I. Scope, components, and installer responsibility [1.1.] Introduction The SunPower SM System Installation Manual supports applications for building permits for photovoltaic arrays using SunPower PV module mounting systems. This manual, SunPower SM System Planning and Assembly, governs installations using the SunPower SM system. [1.2.] SM System standard rail components ® Rail - Supports PV modules. Use two per row of modules. 6105-T5 aluminum extrusion, anodized. ® Rail splice - Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint, 8 inches long, predrilled. 6105-T5 aluminum extrusion, anodized. e Self -drilling screw - (No. 10 x 3/4") - Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. 0 L -foot -Use to secure rails to standoffs. Refer to loading tables for spacing. Use no less than one L -foot per 4 feet of rail. 6105-T5 aluminum extrusion, anodized. ® L -foot bolt (3/8" x 3/4') - Use one per L -foot to secure rail to L -foot. 304 stainless steel. 0 Flange nut (3/8") - Use one per L -foot bolt to secure rail to L -foot. 304 stainless steel. Ng. 2 v r Oi4 w ;f Figure 1. SM System standard rad components. ® Aluminum two-peice standoff (4" and 7") - Use one per L -foot. Two-piece: 6105-T5 aluminum extrusion. Includes 3/9'x 3/4' serrated flange bolt with EPDM washer for attaching L -foot, and two 5/16'x 31/2" lag bolts. Flashings: Use one per standoff. SunPower offers mutiple flashings. 0 Lag screw for L -foot (5/16" x 3.5") -Attaches standoff to rafter. 0 Top Mounting Clamps ®i Top Mounting Grounding Clip and Lug Installer supplied materials: • Waterproof roofing sealant - Use a sealant appropriate to your roofing material. SM System Planning and Assembly Installation Manual ' [1.3.] Installer responsibilities Please review this manual thoroughly before installing your SM System. SunPower also provides a limited warranty on SM System products (page 14) ' The installer is solely responsible for: • Complying with all applicable local or national building codes; • Ensuring that SunPower and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can ' support the array under building live load conditions (this total assembly is referred to as the roof rafter structure); , • Using only.SunPower parts and installer -supplied parts as specified by SunPower (substitution of parts may void the warranty). • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; and • Ensuring safe installation of all electrical aspects of the PV array. SM System Planning and Assembly Installation Manual Part II. Procedures for installations using the.SM System Module Mounting System - This bulletin is designed to support applications for building The roof on which the SM System will be installed permits for installations using the SM System, manufactured must have the capacity to resist the combined Design by SunPower, Corp. Dead Load and Live Load per footing listed in Tables 2 Follow the six steps below and the installation instructions on and 3 on page 6. pages 8-12 to install the SunPower SM System. Before proceeding, note the following: 1. Determine basic wind speed at your installation site. • This bulletin addresses only wind loads on the For the United States, The International Building Code assumption that wind produces the maximum load (2003) supplies wind speeds in its chart, "Minimum Basic factor affecting an installation. Verify that other local Wind Speeds in Miles per Hour," reproduced below. The 2001 factors, such as snow loads and earthquake effects, California Building Code is produced on page S. do not exceed the wind loads. Give precedence to any If you need clarifications or further assistance or if your factor that does. Wind loads are considered to act on installation is outside the United States, consult a local the entire projected area, or may be perpendicular to professional engineer or your local building authority. any surface. 40 ■u /�6��.n■.� �aai f �l��.a••:Lr ��..►n. � Qaai::i►ut��►'-.': �� �U��M���L�f X11//a■�t �i�i■�I•.i+r•.i .a1.��i ' .r ,■4ii✓�� RINION 11111 Miles per hour (meters per seconc Figure 2A. Basic Wind Speeds. Adapted from v 140( 63) ��� 140(63) 140(63) International Building Code 2003, chap. 16, 150(67) "Structural Design,"p. 284-85, jig. 1609, and :PT:;* 1500) also applicable to ASCE 7-05. Values are none gp(40) i' 1 Special Wind Region nal design 3 -second gust wind speeds at 33 feet 100(45) 130(58) above ground forExposure Category C. 110(49) 120(54) 4' .8. 4 SM System Planning and Assembly Installation Manual ' • so 1 MV41�AM 110 Figure 2B. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. 111, Wind Design, Fig. 16.1, `Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). 2. Determine exposure category of your installation site. The California Building Code* defines wind exposure categories as follows: EXPOSURE B has terrain with buildings, forests or surface irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in areas with basic wind speeds of 80 miles per hour (mph) (129 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 from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. Step 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1 on page 6: • your Basic Wind Speed (determined in step 1), • 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 if your Design Wind Pressure requirement exceeds 50 psf, consult SunPower, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design Provisions, Div. III, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. ft9. 5 ' `� • D I v'p`� •1 BU 100 I 1 , 110 _ 10 9ASIC WIND SPEED in r ® SPECIAL WIND REGIDa 90 "1' I1 8p -- p AIUUrtUU I310 9 { , r 1^AGCCC'AiDLC CCUD+MfONVNTQYUuDf�^ :CANcAIREUIS'OC EOAIITveN DESMCECNWIND SPEED Aa11101D 1IS W1'hEV 23 WwDSPEEDEDNI 11ISW�UETORIC013IN(SlD ,Nw)SiFEDMY BEASSVMEV 108ECD$4ilBOWEEN ME COAILM1V ANO 1X5 \EAHESi Unvm Figure 2B. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. 111, Wind Design, Fig. 16.1, `Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). 2. Determine exposure category of your installation site. The California Building Code* defines wind exposure categories as follows: EXPOSURE B has terrain with buildings, forests or surface irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in areas with basic wind speeds of 80 miles per hour (mph) (129 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 from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. Step 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1 on page 6: • your Basic Wind Speed (determined in step 1), • 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 if your Design Wind Pressure requirement exceeds 50 psf, consult SunPower, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design Provisions, Div. III, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. ft9. 5 • ' SM System Planning and Assembly Installation Manual Step 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing ... Foot spacing refers to the space between Standoffs, along the same SM System rail (see Fig. 3, p. 7). If you are spacing feet to match a standard rafter spacing, consult Table 2 (p.6), to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot.spacing to minimize roof penetrations, skip to Step 0 on p. 7.) Locate the model of the SunPower module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Minimum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In 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 7. Table 1. Design Wind Pressure (psf) by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal) Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 20 psf Design Wind Pressure 30 psf 40 psf 50 psf SunPower SPR-205-BLK 15' roof height 10 13 17 21 . 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 43 39 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:These Design Wind Pressure (P) values are based on the formula P = C * i q * q, * 1 (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design provisions, Div. III, Wind Design, p. 38.10). Assump- tions: l = I and C = 1.3. a Table 2. Loads (lbs.) per Footing at Standard Rafter Spacings To meet 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 design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact SunPower. Minimum Design Live Load as a Minimum Function of Design Wind Pressure Design Dead Load 20 psf 30 psf 40 psf 50 psf SunPower SPR-205-BLK 48" rafter (foot) spacing 27 207 310 412 514 64" rafter (foot) spacing 36 276 413 549 686 72" rafter (foot) spacing 41 310 464 617 NA SunPower SPR-210-WHT . 48" rafter (foot) spacing 27 207 310 412 514 64" rafter (foot) spacing 36 276 413 549 686 72" rafter (foot) spacing 41 310 464 617 NA Table 3. Loads per Footing at Maximum Foot Spacing To meet 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 design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact SunPower. I H 20 psf Design Wind Pressure 30 psf 40 psf 50 psf SunPower SPR-205-BLK Maximum Foot Spacing (inches) 102 - 87 76 69 Minimum Foot Design Live Load (lbs) 441 563 655 737 Minimum Foot Design Dead Load (lbs) 57 49 43 39 SunPower SPR-210-WHT s Maximum Foot Spacing (inches) 102 87 76 69 Minimum Foot Design Live Load (lbs) 441 563 655 737 Minimum Foot Design Dead Load (lbs) , 57 49 43 39 I H SM System Planning and Assembly Installation Manual ' • Step 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 6) to determine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the model of the SunPower module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the o maximum spacing. To meet code, you must t. verify that foot spacing is at or below the dimension listed and that the roof tl Foot spacing rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the specified spacing. If they do not, try smaller footer spacing. 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. Step 5. Verify accepatable Rail End Overhang Rail End Overhang (Fig. 3) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang cannot be more than 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). Figure 3. Foot spacing refers to the distance between footings on the same rail. Overhang, the distance from end of the rail to the first foot- ing, may be no more than half the foot spacing. StepEnsure that Live Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 below to determine the lag pull-out capacity per inch of thread depth. Compare that value 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. Always use at least two lag screws to secure the standoff to the rafter. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Sources: Uniform Building Code, American Wood Council. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. Pon 7 Specific gravity Lag screw specifications 5/6- shaft,* per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR I6SO f & higher) 0.46 235 Hem, Fir 0.43 212 Hem, Fir (North) 0.46 235 Thread - Southern Pine 0.55 307 depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: Uniform Building Code, American Wood Council. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. Pon 7 PLIMUGIUMI SM System Planning and Assembly Installation Manual Part III. Installing SM System with top mounting clamps This section covers rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SM Systems to a pitched roof. Figure 4. Exploded view of a flushmount installation. Rail Table 5. Part quantities Table 7.Wrenches and torque Ya" footing W (longe Wrench Recommended • Rail Length Rails L -feet bolts nuts size torque (ft -lbs) 48" - 106" 2 4 4 4 %." hardware x/16" 15 120" - 180" 2 6 6 6 '/s" hardware 9/�6" 30 192" - 216" 2 8 8 8 Table 6. Clamp kit part quantities End Mid '/. " module '/. "x %a"" %,"flangeStainless steel hardware can seize up, a process Modules clamps clamps clamp bolts safety bolts nuts called galling. To significantly reduce its 2 4 2 likelihood, (1) apply lubricant to bolts, preferably 3 4 4 6 2 8 an anti -seize lubricant, available at auto parts 4 4 8 2 10 stores, (2) shade hardware prior to installation, 5 4 6 10 2 12 and (3) avoid spinning on nuts at high speed. 8 12 2 14 6 4 10 14 2 16 7 4 12 16 2 18 8 4 14 18 2 20 SM System Planning and Assembly Installation Manual ' • [3.1.] Planning your SM System installations The installation can be laid out with rails parallel to the rafters or perpendicular to the rafters. Note that SM System rails make excellent straight edges for doing layouts. Center the installation area over the structural members as much as possible. Leave enough room to safely move around the array during installation. The width of the installation area equals the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid - clamp), • plus 3 inches (11/2 inches for each pair of end clamps). Low -profile High-profile t mode mode Figure 5. Rails may be placed parallel or perpendicular to rafters. • • SM System Planning and Assembly Installation Manual [3.2.] Laying out standoffs Aluminum standoffs (Figure 6) are used for flashed installations. Use Figure 7 or 8 to locate and mark the location of the standoff lag screw holes within the installation area. To meet code, you must use the foot spacing determined in procedural Step 4a and 4b of Part 11(p. 5 and 7), "Determine the dead and live loads for your planned module and foot spacing." Remove the tile or shake underneath each standoff location, 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. SunPower recommends that rails be firmly attached to structural members using standoffs and L feet. Overhang 25% typical Foot spacing—►I each end i P50% minimum a. gid. I I typical Lower roof edge Rafters N. i Figure 7. Layout with rails perpendicular to rafters. 50% 25% % Ztypical minimum each end typical 1-1/2. 'i o ' 1 1/2" i I Foot spacing i I Lower roof edge i Overhang Rafters Figure S. Layout with rails parallel to rafters. Figure 6. Aluminum standoffs are used in conjunction with an L foot. If multiple rows parallel to rafters are to be installed adjacent to each other, it may not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines of Fig. 8 as closely as possible. [3.2. I. Installing standoffs] Drill 3/16 inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" x 31/2" lag screws provided. Note: You must verify that the lag screws you use are adequate for your installation by following Step 4a and 4b of Part 11(p. 5 and 7), "Determine the dead and live loads for your planned module and foot spacing." Ensure that the standoffs face as shown in Figure 7 or 8. Aluminum two-piece standoffs (1.66" O.D.) should be used with thermal plastic flashings, also available from SunPower. Install and seal flashings and standoffs using standard building practices. SM System Planning and Assembly Installation Manual ' • ' [3.3.] Installing SM System rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SM System splice bars, attach the rails together (Fig. 9) before mounting the rails to the footings. If using more than one splice per rail, contact SunPower concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the L -foot (Fig. 10). Mount in the lower hole for a low profile, more aesthetically pleasing installation. 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 %-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 L -feet as shown in Figure 7 or 8, whichever is appropriate. Aligning the Rail Ends. Align one pair of rail ends to the edge of the installation area (Fig. 11 or Fig. 12). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. Figure 9. Splice bars slide into the footing bolt slots of rail sections. Clamping —� bolt slot Mounting holes Footing bolt slot If the rails are perpendicular to the rafters (Fig. 11), either Figure 10. Foot -to -rail splice attachment end of the rails can be aligned, but the first module must be installed at the aligned end. If the rails are parallel to the rafters (Fig. 12), the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. I I (�– Edge of installation area Figure 11. Rails perpendicular to the rafters. I c f I I i f i Edge of installation area Figure 12. Rails parallel to the rafters. 11 16111MOMM4 SM System Planning and Assembly ' Installation Manual [3.4.] Installing the modules Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of 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 first 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.14). Finger tighten the flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig. 13). 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. 15). For a neat installation, fasten wire management devices to rails with self -drilling 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. 14). Check that all flange nuts on T -bolts are torqued to 15 ft lbs. 12 J -boxes Figure 13 Module. frame 1/2" minimum module bolt I and flange nut rf. ` RA, End clamp a�` Rail Figure 14 Figure 15 Gam- Module frames i/4" module bolt and flange nut Rail Mid clamp s SM System Planning and Assembly Installation Manual ' Part IV. Installing grounding clips and lugs UGC -1 x = Nib contact point To mounting ��� clamps > Module i x x x W U, T -bolt Conforms to UL Standard 467 Liu en UGC -1 Figure 16. Slide UGC -1 grounding clip into top mounting slot of rail 7brque modules in place on top of ; clip. Nibs will penetrate rail anodiza- tion and create grounding path through rail (see Fig. 18). SM System rail Figure 18. Place grouding clips, lugs, and copper wire (6-10AWG). Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. KEY PV module D SM System Rail Rail splice X Grounding lug B Grounding clip — Copper wire UGL Figure 17. Slide 1/4 -inch hexhead bolt into top mouning slot of SM System nail. Secure nut with 7/166 inch crescent wrench with sufficient torque for lug serrations to penetrate anodized surface of rail. m 1-1 i� 1 �UGL SM System roil v.t. 13 • • SM System Planning and Assembly Installation Manual 10 year limited Product Warranty, 5 year limited Finish Warranty SunPower warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty") The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded. The Finish Warranty is VOID if the practices Pogs 14 specified byAAMA 609 & 610-02—"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanetorg) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with SunPower's written installation instructions,or if the Product has been modified, repaired, or reworked in a manner not previously authorized by SunPower IN WRITING, or if the Product is installed in an environment for which it was not designed. SunPower shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then SunPower shall repair or replace the defective Product, or any part thereof, in SunPower's sole discretion. Such repair or replacement shall completely satisfy and discharge all of SunPower's liability with respect to this limited Warranty. Under no circumstances shall SunPower be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. SunPower's limited Warranty covers only its Product, and not any related items. SunPower Corporation 3939 N First St. San Jose, CA 95134 P: 1 -877 -SUN -0123 F: 1-408-240-5400 www.sunpowercorp.com ra 'EIN. GN i1, E gg in e e:� 0" P I Jab Ndffibbfi WA2-1, -c-Obty f abtf — wia.i AttmOhilo: Mipf Department; T'6un�tyr0' Qrovill.'e-; ,CA 44 'Re", James B'oi.ce.:.. New Solar Ar RI 15 Rose Avenue 95926 The PrOP'000, d0vempmen wwso arzarray:,par.tiali'yspp'p'o'r,te.d, 'by','sev-en steel posts and Partially supported ;by ,!the -existing ,.�residence,.Th. e -p, ppW...-,fqptjngs. 6re,`2�. square'by -2 -abo and are shown even with "'th"exittigra-,e.The" spl,removed' to;'nsfall,`the UJin s .9 tL'h.O-M -eis`p j. ..Th&. Wdbd, the 'bbly�l displacement a�cb n6hA"b' f, a'- te-rfrom .. "a p floo6woJld'bethe diam6terposb5:exfendintiomhesoil s to the solar Wr array, ItJ$. My-qpjhRoh,.tha. this will in ito,thO elevation of.th'e F If you have .0. tb tcontact-' - "0" 53,04.a9.3,.�4,600' ext40y, n' I "g o n) n40 .:�4t enslahal-5., .Sin Mdthgel R*JE*.: C)cj 13 BUILDING [)IVIF*)"r' APPRM!Ef-li -;,- TffMISSION :kA'hN-BLVD. S,T't 106, T6& .1 ly 0 N En W U]I U) ZZ Q oa Q -41 PERMIT NO. 2309-89B,P,E PERMIT EXPIRES OWNER JAMES BOICE CONTR. Craig Donalson ASSESSOR PARCEL 42-21=68 LOCATION 15 Rose Ave. Chico Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E f Temp. Gas Service Called PG&E JOB FINALED (Date) r Signature i = OK 0 = Not OK • = Not Readiyable 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: / PV ft. / /"Nat. or/ PV ft./ /"LPG 7. Utility Clearance Card -131 Date Card -61 Date Card -131 Date Card -81 Date Date MOBILEHOME 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -131 Date Card -131 Date 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.-Connec.- Shthg.-Rfg.-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -81 Date Card -81 Date Card -B1 Date Card -61 Date Date PO LS (Plans) OK except #'s S tbacks-Easements . SoW, Compaction -Structure Stability ool Structure; Steel -Connections -Thickness - 9 4. Elegy., Receptacles and Lighting, Distances-GFI le , Pool Lighting; 15 volts-GFI e nclosures; Conduit Entries -Terminals -Listed e onding; Metal w/5' -Circulating Equip. -Heater Elec.;Grounding; Equip. w/5' -circulating Equip.-Poaj .Chtg. Boxes-Enclosures-Panelboards-Ins. to Main in 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date ff fl- Q Card -81 Date Card -131 Date Card -131 Date = k NOK o = NotRESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 2. Fig., Main; Soils-Steel-Elec. Grnd.-/ /" Fig. DE 3. Fig., Garage; Soils -Steel-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /"Fig. De 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material -Su pprt- Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -131 Date Card -81 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs,& C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -81 Date Card -131 Date Card -131 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties -Pu rlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51, Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75`Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 99. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 8i. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Comments at Final: i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS S P MIT 0 7 County Center Drive - Orovllle, California 95985 - Telephone: 918/538-7541 APPLICATION°AN® PERMIT A337fORJARUMBnZONING -1767---L7 I — -" BUILDING PERMIT ERTELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS �C TSO 'S NA TELEPHONE TRAC R'S MAIL G ADDRE f Fireplace CON STR ION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LE ER AILING ADDRESS J M Permit Fee $ S_� AR CHI CT OR ENGINEER LICENSE NO. Plan Checking Fee $ S Energy Plan Checking Fee $ ARCHI CT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP (I..,�//SJ Water piping 5,00 S Od Each qas water heater or vent 5.00 USE OF STRUCTU I SF ❑ Duplex❑ Mobilehome❑ Other� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G 1W 1 10-00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: �01Y— Permit Fee $ S� O Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de�cI5ra<nder penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession ode an my license is in fuJhforce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.al ,/2QSQft OR AODNS. ACC. BLDGS. NEW CONSTR. MULTI -OUTLET 2.50 ea NON-RESID BRANCH CIRCUITS) /POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20050t SALeao Ex. ---- - OUT LETS P(RESID ) FIXED APLNS.REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 g /S Permit Fee $ 'r y WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T ermit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventila ' -Pi—mit Fee = Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County U1 Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against osts, expenses which may in any way accrue all I' b1 'ties, judgmentgoequenp ag st s 'd Count i r the granting of this per It. X a�e of Appl c nt - Owner ❑ Contractor !`qe 1��HApermit is required for excavations over 5'0" deep and demo ition or construct- ion of structurgs over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYP! SCHOOL I FLOOD PARCEL PD ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF PUBLIC By, `� PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date -7- 1 yq ��/ / `L o Receipt No. ;/r WNIT!-D. P. W., YELLOW ASS[SSO R, PINK-IN9P CCTOR, GOLDlN ROD -APPLICANT TO Puildina.Department FROM:- Environmental health SUBJECT: Sanitation Clearance Omer Location AP# Plan Approved for: Hold final for*. _._. Sewace Disposal Water Supply Water Supply Final clearance ®.K. for: Water Supply - Olearance -for- ..- - bedroom mobile home. Other Tei/% >% G NOTE , San -tar an Date 1 1 2 l S 1 4 1 5 I 6 1 7 1 8 GENERAL CONDITIONS: A 1-1 The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify thie Engineer of any discrepancies, 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Buildiing 9 Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal!, 13'-0" MAX., 13'4" MAX., State, and Federal regulations. ACTUAL LENGTH BASED ON ACTUAL LENGTH BASED ON 1-3 All work is subject to the approval of the building official's field inspector. DIMENSIONS OF SOLAR PANELS DIMENSIONS OF SOLAR PANEi 14 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during construction. 24"X24"X24" THICK FTG. 4"0 STANDARD STEEL 24"X24"X24" THICK FTG. 1-5 The Engineer is responsible for the structural items in these plans only. Should any changes be made from the W/ (3) - #5 EACH WAY PIPE COLUMN W/ (3) - #5 EACH WAY B design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or addition of construction materials or loads), the Engineer will assume no responsibility for any element or system of — — — — — — the structure. i W 6X15 W 6X15 1-6 Additional layouts and/or plans (site plan, plot plan, electrical, etc.) by others, unless otherwise noted or indicatced on the drawings. L _J LP 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as requiired. If they elect not to obtain a permit, these plans shall be considered null and void. 1-8 In the event certain features of the construction are not fully shown on the plans or celled for in the notes or INV NV specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed by the :Engineer and Owner prior to construction. 3'-0" R0 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not MAX. I MAX. I 'ice MAX. show the method of construction. The Contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc. 5'-1" MAX. 5'-1" MAX. 5'-1" MAX. 5'-1" MAX. 5'-1" MAX. 1-10 The design, detailing and / or specification of all systems (not shown on the plans) fcr the prevention of water / vapor — 3-6 All concrete shall be properly consolidated. infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not Construction joints shall be clean and wet prior to placing concrete. 3-8 limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous _data; Roof live load: — waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. 5/8"0 SMOOTH ROD WITHIN 36" OF 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. EACH END OF SOLAR ARRAY & Snow load design data: Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended WiTHIN 36" OF CENTER Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. by the respective material manufacturer for optimum results. Do not install products under environmental conditions 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, outside the respective material manufacturer's absolute limits. Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of D 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to PMN AT STL. BEAM TO PLACE perform°for the project. Under no circumstances shall inexperienced labor be utilized. 3/8" STEEL PLATE FOUNDATION: r DIRECTLY AGAINST WOOD REQUIREMENTS FOR SPECIAL INSPECTION: — 2-1 The Contractor shall, be responsible for the location of all underground facilities or other buried objects which may be 22-1 Contractor shall verify that existing conditions match the plans, including existing dimensions, framing, foundations, encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or imay The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shall L 4"X4"X1/4"X0'-3" W/ 5/8"'0 M.B. not be shown on these plans are approximate and may not be complete. be employed by the owner and not by the contractor or any other person responsible for the work. The special inspector 2-3 Cuts and fills are to conform with the requirements of the applicable building code. must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance 2-4 .These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions ;such with the pp cable buiding code. Inspectors shall be approved by the building department prior to the issuance of a applicable C as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. building permit. F 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall +/-0.18 FLASHING PAINTED TO extend into firm, undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where Field Welding pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). The portions of work that require special inspection are the field welds as shown on the plans. The duties of the inspector 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. shall be as noted below: 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative 22-3 Where the plans call for field cutting an existing concrete slab, the contractor and/or owner shall verify that no post compaction per ASTM 1557. All structural field welding to be inspected by an AWS or ICBO certified welding inspector. All welds are to 2-8 The bottom of all footing excavations shall be clean and level. be visually inspected to be in conformance with AWS D1.1 specifications. 2-10 Foundations shall not be scaled from plan or detail drawings. EXIST. TOP PLATE 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown Samples of inspection reports shall be provided by the special inspector (if required by the building official). Reports shall anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete be submitted to the building department within seven calendar days of the inspection. All inspector's reports noting Site class: and/or the installation of structural framing members. discrepancies to be filed with the building department weekly during construction, whether corrected or not. All inspector's ..3/16" daily logs shall be maintained on site for review by the building inspectors. Sds = 0.530 CONCRETE: 3-1 All concrete shall have a maximum slump of 4" +/- I", unless otherwise noted. All foundation and slab on grade concrete has been designed for a minimum fc=2 500 psi. However, contractor shall supply concrete with a miniiimum SPECIAL NOTE; _ g p pP Y fc 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other cobncrete- bov foundation 1 el � f r i ec a e ev has been deigned o fc - 3 flOfl psi after 28 days curing and shall r eclat s ,fion. A geotechnical report as provided a require s n r w not r de to the Engineer for the design of the foundation for theproject. g p Y _g q p _P g P p g g r i shall i 1- i i and 4 II other locate ns. Maximum aggregate z Aggregate ate s ze s a be a maximum of 1!2 n foundations a 3/ at t o agg g size Either the building department for the jurisdiction has provided the design criteria for the foundation r 9 9 p J � � 0 0 r where reinforcing is sufficiently congested should be reduced to 318 where wall thickness is less than 6 nominal o he rel c ng i y c gated to code minimum criteria were assumed. As a result, geotechnical concerns including expansive sails, soils prevent proper placement with a larger diameter aggregate. gwith a high potential for erosion, lavacap,' bedrock, mudflow, soils with a high liquefaction potential, a high 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling• water table, etc. may be encountered. Should any of these items be discovered during construction, the 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. Contractor Shall immediately bring it to the attention of the Engineer. 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by g ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45% by weight,,, 3-5 Concrete exposed to freezing or thawing shall be: protected in accordance to the latest edition of the ACI code and 5-2 I 5-3 5-4 the applicable building code. — 3-6 All concrete shall be properly consolidated. 3-7 Construction joints shall be clean and wet prior to placing concrete. 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the job site is not perrmitted _data; Roof live load: unless special inspection has been provided and test specimens are taken. if hot weather conditions are anticipated at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and placement. retarders or plasticizers may added to provide workable concrete. Forms, reinforcing steel and subgrade shaill be fogged or sprinkled with cool water just before concrete is placed. N 3-9 All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specificailly Snow load design data: noted otherwise. 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. REINFORCING STEEL: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, NOTE: "LLV" STANDS FOR LONG LEG VERTICAL, Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of ASTM A 185. 5-2 I 5-3 5-4 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5'- 0" minimum. Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil 3" clear"N Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clearz:)TRUCTUR/AL #6 bars and larger: 2" clear Concrete without soil or weather exposure: 3/4" clear All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent. Live load design E %03)1%(:) /A R I T E R June 2009 EXIST. BUILDING TO 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete _data; Roof live load: 20 PSF Cd placement. 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. Snow load design data: L 5"X3 112"X1/4" STL. ANGLE (LLV) WITH r STL. ANGLE SOLARMOUNT STANDARD RAIL Ground snow load (Pg): 0 PSF NOTE: "LLV" STANDS FOR LONG LEG VERTICAL, J THEREFORE 5" LEG SHOULD BE VERTICAL PMN AT STL. BEAM TO PLACE ADDITIONS AND REMODELS 3/8" STEEL PLATE r DIRECTLY AGAINST WOOD Wind design data: (Wind governs by inspection) 22-1 Contractor shall verify that existing conditions match the plans, including existing dimensions, framing, foundations, Basic wind speed: 85 MPH L 4"X4"X1/4"X0'-3" W/ 5/8"'0 M.B. etc. ►Discrepancies between the plans and the conditions found at the site shall be brought to the attention of thie Wind importance factor (Iw): 1.00 ® INTO STL. PLATE SOLAR PANEL Engineer. Exposure: C 22-2 Unanticipated damage in the existing structure due to rot, corrosion, etc. shall be repaired with equivalent or beater internal pressure coefficient (GCpi): +/-0.18 FLASHING PAINTED TO material. Any existing structural damage to beams, columns, frames, etc. shall be brought to the attention of the MATCH WALL MATCH WALL _ . _ , Engineer. Seismic design data: 22-3 Where the plans call for field cutting an existing concrete slab, the contractor and/or owner shall verify that no post Seismic importance factor (le): 1.00 319 tensioned tendons exist in the slab. If post tensioned tendons are discovered, the Engineer shall be notified priior to Mapped spectral response accelerations: Ss = 0.604 EXIST. TOP PLATE any cutting of the slab. Note that cutting post tensioned tendons is hazardous and will affect the structural stabiility 0 S1 = 0.231 K of the floor system. Site class: D ..3/16" Spectral response coefficients: Sds = 0.530 Shc = 0.298 „ 4 LONG) ) BOLT PER SOLARMOUNT Occupancy category: 11 STANDARD ATTACHMENT Soil bearing: 1,500 psf (per bldg. dept.) STL. BEAM PER w AT 18” O.C. Footing depth requirements: 12 inches (per bldg. dept.) 1®6„ SOLAR PANELS PLAN Al 4"0 STANDARD STEEL PIPE COLUMN A TYP. 17 13 13'-0" MAX., ACTUAL LENGTH BASED ON DIMENSIONS OF SOLAR PANELS 24"X24"X24" THICK FTG. W/ (3) - #5 EACH WAY W615 LU I L -1„ 14 I 15 16 13'-0" MAX., 13'-0" MAX., ACTUAL LENGTH BASED ON ACTUAL LENGTH BASED ON )IME:NSIONS OF SOLAR PANELS DIMENSIONS OF SOLAR PANELS 4"0 STANDARD STEEL 4"0 STANDARD STEEL 24"X24"X24" THICK FTG. PIPE COLUMN PIPE COLUMN W/ (3) - #5 EACH WAY i W61'15 W X15 e " !✓ Y V' il 16 -Q MAX. CA 3'-011 TYP. MAX. MAX. yJy6X15 5'-'1" MAX. 5'-1" M 5'-1" MAX. 5'-1" MAX. 518"0 SMOOTH ROD WITHIN 36" OF MEM Checked: ST EACH END OF SOLAR ARRAY & June 2009 EXIST. BUILDING TO WiTHiN 36" OF CENTER, RODS REMAIN, TYPICAL SHALL NOT BE SPACED GREATER Cd THAN 16 FEET ON CENTER JOIST SCHEDULE L 5"X3 112"X1/4" STL. ANGLE (LLV) WITH r STL. ANGLE SOLARMOUNT STANDARD RAIL REMOVE EXIST. FINISH NOTE: "LLV" STANDS FOR LONG LEG VERTICAL, THEREFORE 5" LEG SHOULD BE VERTICAL PMN Solar Array Framing Plan SCALE: 1/4" = V-0" 3116" V C IE THREE MEM Checked: ST Date: June 2009 Job No. SIDES/ IDES 3/16" Z SOLAR PANEL Sheet: Cd L 5"X3"X1/4" STL. ANGLE r STL. ANGLE REMOVE EXIST. FINISH 0 PMN AT STL. BEAM TO PLACE 3/8" STEEL PLATE r DIRECTLY AGAINST WOOD FRAMING ' L 4"X4"X1/4"X0'-3" W/ 5/8"'0 M.B. i NEW 26 GAGE G.S.M. _ __ _. ® INTO STL. PLATE SOLAR PANEL 3116", FLASHING PAINTED TO -- (2)-1/4"x3 1/2" SDS SCREWS..... MATCH WALL MATCH WALL _ . _ , �� " AT 12 O.C.- 319 EXIST. TOP PLATE 0 ..3/16" SMOOTH ROD THREADED 1/2„ STL. PLATE _- . --� AT EACH END „ 4 LONG) ) BOLT PER SOLARMOUNT r STANDARD ATTACHMENT STL. BEAM PER w AT 18” O.C. G M 1®6„ SOLAR PANELS PLAN BOLT PER SOLARMOUNT �` �® OST PER STANDARD ATTACHMENT PLAN I ' 3/16" AT 18" O.C. STEEL ANGLE ADJACENT TO EACH . SOLARMOUNT RAIL PER PLAN SOLARMOUNT N RAIL P'ER PLAN, BEYOND flt'3D " .� .,.1m EXIST.. WALL PER PLAN 5/8"0 SMOOTH ROD + C I W/ THREADS AT EA. END, , M LOCATTE WITHIN 3 FEET V- OF EACH STEEL BEAM 10 L 4"X4"X1/4"X0'-6" W/ (2) - 5/8"X4" TITEN HD ANCHORS INTO EXIST. FTG. STL. =LUMN PER PIAN I EXIST.. FINISHED 1 1/2" 1/4" GRADE TYP. Milk 12"X12?"X1/2" STL. --" 00 BASE FPLATE 1-112" M4AX. NON -SHRINK t . GROUIT (3) - #5i EACH WAY (4) - 518"0 ANCHOR BOLTS 2'-0" SQ. EMBED MIN. OF 8" iNTO CONC. r 3 p E L 1NGELEVATIUN UF of"TEEL FRAME i Alf NO SCALE i w �s �u b m 1— y E S � =3 � � E6C sl0)o 0a���oa �m� �QQ, -P ca tla U) ca o = a Z C5 >c= 2 as M Z E, xszv��m>� a � � 0 c�8 0-0 0 08cD E 0- 8_12 _2 2 Q OA C) Z oo i v m -o Q U) 0 a, v C 0 LU 0 Co 0 v O Cn cn to z z 0 v IK Design: MEM Checked: ST Date: June 2009 Job No. 0 Sheet: Cd 0 PMN COO0 rC-d i IK Design: MEM Checked: ST Date: June 2009 Job No. - 123 Sheet: NCE 10 be 4 1,: } eJ i, � � �� � ��� � � � x� ., �. �f„ �, ��% '[� �� 1,* �` l i�"1 i yj y # } � .. ;' � _ s p ik 1 ..3 j_. ���f i' _ .._...,� { ... tet' r ,rs Y i:... - r. f � i e 'i� F ti s � # i y' t — S ^--1�'� _� t t xY EJLLI���­ - - _. - __ . . � __ '. , - _ , - , "I � - -1 - " __ " - , � _11 i ­ - - � ­­ ", - - __ , - � � __ , - - � - I . 1. I �' � , � ,,,, i 1 , � - - 2 , �, . , � ; I, ." I " ir.,-,i � ��. 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