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HomeMy WebLinkAbout10180772_1318 N. MCLEAN - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Blda.App.Worksheet PROJECT ADDRESS:13 1 Z AL, # clean Dc SUITE:SAPIN #10 1 *709954 USE OF BUILDING€22SIDENz> COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK ([(j3> ADD ALTER/T. I.DEMO REROOF REPAIR SIGN MISC-sola r ; FV NFW/ADDITION/Al TFRATION· 1ST FL. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT. YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL: SF ALTER/T. I.: SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverseside ofthis application),1 7kkl DC Roof ?Moud-/ Solar P\/ Syst-c.; 417 ?Module-51 -1 Inverter 9*10.1,04 4 61'*000 BUILDING OWNER'S NAME:Tithya Pe.ou ADDRESS: 1 3 1 9 71. MELeart Dr.CITY 54,1+A And TENANT'S NAME (Comm/Ind): CONTRACTOR'S NAME:5-rt- 64.37 sofor STATE CONTR. #: I,ic. ADDRESS:/6 Fl Commirce - 5¥CITY: (lorena PHONE NO: (1 / t)53?- 0757 STATE:CA ZIP:12703 PHONE NO: LICENSE CLASS:PHONE NO 096 6 51)707-43 I 0 STATE:/ A ZIP 92880 WORKERS COMP. POLICY#:EXP DATE INSURANCE COMPANY:SANTA ANA BUS. LIC. #: 90235rl-13 9/0//2 0/ 0 51-ah G..re.•34'o. Inf. ARCHITECT/ENGINEER:STATE UCENSE #PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME: J ur d le 6111'Varcz (.d *Ismael Trru PHONE No: (qll )70 7 - .7( 0 E-MAIL ADDRESS: Snin€-1, s€,U SCACE? cker<ni j , Clorr ' OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $«(133 FIRE SPKR: YES / NO A/C: YES /NO FLOOD ZONE: 00 SUBMITTAL DATE:3-3-94 PROCESSED Ck 941 RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage E Awnings U Canopy El Card readers U Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads El Interior demo U Kitchen equipment El Partition walls U Rated .corridors. El Rated shafts U Roof mounted equipment U Security bars El Screening for equipment U Skylights U Stairs El Storefronufacade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure ---- I.I.- Ii-- i-Ii Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Peou Residence 1318 N. Mclean Drive, Santa Ana, CA 92703 Applicable Codes: M No. C58724.91 * Exp. 3-31-15 * \84 CIVIL 2./ OF CA\-t50/ 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structu res, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: - .------ + - The existing structure has been built under a building permit and is in its j original condition. The existing roof structure is capable of its coderequired live load and the ability of the roof structure to support live loads EL#ck has not been substantially reduced by the age of the structure, termites or U umesmold, or unauthorized modifications to the existing structure. Solar Energy alt:rations Contractor shall make an inspection of the existing roof framing bystem prior to installation of the roof mounted solar energy system to verify that The accer the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters:t All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better \ DawAll Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are fc = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. 2014-313 Smart Energy Peou Residence Sht # 1 of 6 Date: March 14, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.corn www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Roof Rafters: ECTI DL:+ LL -7 .got 3 e=p r//7//////////////////////////k w = 30 psfx 2 ft. = 60 pif 1 Rl R2 13.5' W C No. C58724 rE PEI ., PLU As and and it jn sam, a Ana. tance of j permit is of ANY Total load on rafter = 60 pif x 13.5 ft. = 810 lbs FESS»L E-3-1-15 22= 2014- 313 Smart Energy Peou Residence Sht # 2 of 6 Date: March 14, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Rafters: P PP P W DL + LL -Mk k 'llilin lilli 111111!11111 Ililli, W DL+LL = 30 psfx 2 ft. = 60 pif 9 W DE - Rl R2 13.5' 1 1 2.5'11' Total load on rafter =60 pif x 2.5 ft. +28 pif x ll ft + ( 4' x 2.75' x3 psf x4) = 656 lbs <810 lbs OK Check attachment of Support to Existing Structure for Wind Uplift )Rk :OPCHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 amr MABi, NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA:ts ur- "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE .Witt- GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." this 1- Aor be PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH ler=J City C EFFECTIVE AREA 6 15 SQFT INTERPOLATION OF WIND UPLIFT FORCE: crM I No. C58724 1 58>< Pnet30 = -46.5 psf \*\ Exp. 3-31-15 * 2014- 313 Smart Energy Peou Residence Sht # 3 of 6 Date: March 14, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support: Pnet = A Kt| P net30 Eq'n 30.5-1 ASCE 7-10 r-AyllNo. C58724 50 A = 1.35 Wind Speed 130 mph Exposure C \*\ Exp. 3-31-15 J*# Kzt = 1.0 ,>20,941-Mljtg,4&0 I = 1.0 Pnet30 = -46.5 psf Pnet = 1.35 x 1.0 x 1.0 x (-46.5 psf) = -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs /1= 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W ' = W,x Cd x Ct Table 10.3.1 2012 NDS where: 4 = 266 lbs / in. of embedment per Table 11.2a 4 -46 per Table 2.3.2 of 2012 NDS,U- 1. .- # 0 per Table 10.3.4 of 2012NDS,/- 1. V ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 414 lbs pK Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 3.5" lag screws per connection minimum. 2014- 313 Smart Energy Peou Residence Sht # 4 of 6 Date: March 14, 2014 C' S F JG a\Nfl iout lan , an 3 Irdin, Y OF Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building =Approximately 1,400 Sq. ft. Approximate Effective = 1,400 sq. ft. x 30 psf ave. = 42,000 LBS Seismic Weight DETERMINE BASE SHEAR V = CS W EQ'N 12.8-1 ASCE 7-10 SDS CS= - - R le _ EQ'N 12.8-2 ASCE 7-10 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le= 1.0 IMPORTANCE FACTOR SDS = 2/3 x SMS SMS = FA X SS SMs = 1.O x 1.d = SDS = 2/3 x 1.5 = 1.0 CS = --= 6.5 1 - EQ'N 11.4-3 ASCE 7-10 EQ'N 11.4-1 ASCE 7-10 1.5 1.0 0.154 EQ'N 12.8-2 ASCE 7-10 *1. u A e \ M No. C58724 12 * Exp. 3-31-15 *if> \ CIV\\' 3 2014-313 Smart Energy Peou Residence Sht # 5 of 6 Date: March 14,2014 U) 0-2 C W W i T Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 42,000 LBS = 6,468 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC =42,000 LBS WEIGHT NEW SOLAR ARRAY =3 PSF x 28 PANELS x 3.3' x 5.5' = 1,525 LBS NEW SEISMIC =42,000 LBS + 1,525 LBS = 43,525 LBS WEIGHT THEREFORE NEW BASE SHEAR: - V = 0.154 x 43,525 = 6,703 LBS EQ'N 12.8-1 ASCE 7-10 6,703 LBS - 6,468 LBS % CHANGE = 6,468 LBS x 100 = 3.6 % < 10% OK OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE ISLESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. "AIterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." 1 12 No. C58724 * Exp. 3-31-15 * 424 0/v\\. a*;5 End of Calculations 2014- 313 Smart Energy Peou Residence Sht # 6 of 6 Date: March 14, 2014 12 29 20*= S ela= t#K O H . 1-- '"·:04,91 of the violauor, u. ...,: ha held to permit nor uts w. -rr6 5:Ovisions 01 MY. 9- ™' Clt Ord,nance or State Law. 7kW DC ROOF MOUNTED PHOTOVOLTAIC ARRAY FOR THE PEOU RES]PE,N-01:3 General Notes 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. (Construction shall comply with 2013 CBC, CMC, CPC, CEC) 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN 3. WHERE WIRE SIZES ARE INDICATED ON PLANS FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTIONS AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 5. DRAWINGS AND DIAGRAMMIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWING AND LAYOUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. 6. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE NEMA 3R 7. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. 8. ALL ELECTRICAL MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION E--AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. 1--PM2487s27IW:21Zt:25c,BL-%'NTPOOFVOERGBREUMS(,¤GMROQUUNNTDE,ZM*,5Qlft=gn-b[NLSEPSASCENSOUENDLTSS ARPOE:ED 10. AN OSHA APPROVED LADDER PROVIDING ACCESS TO ALL PORTIONS OF THE ARRAY SHALL BE SECURED IN PRIOR TO REQUESTING INSPECTION. 11. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS WILL MEET THE - | NECESSARY REQUIREMENTS PER CRC R314, R315 | 12. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. b 13. ALL EXTERIOR CONDUIT PAINTED TO MATCH EXTERIOR SURFACE. (IF APPLICABLE) - 14. NO PLUMBING, MECHANICAL OR BLDG VENTS TO BE COVERED OR OFFSET AROUND ARRAYS I ' CTUR i i luqi -- I i,uNHA, 4 be ka - ; 30 1<f ---Wah'-14.8--- ---WIS'W•S'...Aa,a„-.,I:_. ,™:& 1 I -''/1= .ruz 7 ./ iticationtal-'71'F".4 -i i 3. 0 u35114*.0.24 .3.'-=1632"impl.:Alig: - -//exa- #\41\\//c f the vic - *UI No. C58724 -le)1 ;tate Som '1 \* Exp. 3-31-15 7 -,1 Dat39 te. 1 - r NX C C/v\\- J )/440 ANA Ell i=£) 71,1{4-1;4*,AL; =2 ° 26 Wf# fi;ik*kittl L www. Loyd W IVIartin .corn -48=0§ .., #AUM'al6.,,..41 2 9:Ls,_-_---04-mJ-.-Ard' --Solar Structures Engineering #2014-313 Structural Only Vicinity Map Scale = NTS Plan N,th LU 004& BE a. LU Address: N:63...4 911103! 0 0 0 1 Date IssuedII33> 0 0 0 0 0 e Sheet Index & I ECITY OF SANTA ANA 8 PV1 Cover Sheet ----0 11Roof Layout / Plan d:Eatelssued-Details :0 5 PV3 @%44,1PV4Single Line Diagram a) (3) 10 U, PV5 Typical Signage E62* Cut Sheets -,-808/Ng Spec Sheet - (28) ReneSola JC250M-24/Bb Module 2 6 E E Spec Sheet - (1) PowerOne PVI-6000-OUTD-US-A Inverter Engineering Report Design Criteria Piin'Eriteia BUILDING CODE DATA APN #100-182-22 (E) Occupancy Group R-3 (Type of Roofing: Comp Shingle 2 (E) Type of Construction V-B 4-OCCE) Sprinklers NO *8 - PANEL UPGRADE?NO u. 5 76 m th: O->'z 80 *01\005 2 F MA60'E C_E_I.-LE-got Detached .-04 OV-- i O i o -- ' - }7\//'Shed ---..HITECTURAL STRUC >AQ%3 1 %81Detached /«0 ,0 Gazebo 7 ' ACCEPTEM.A!?cw 29,1AsTRU c F ICN ] s SEPARAI€itylofiSanta?Anau! 1 DN)LDLECTRICAL, PLUMBING & MECHAri :.ll. P! Al:S : 2Thhset of plans and specifications must be k); toi r .el® i/ . at a'Nime3 and it is unlawful to make En, ch: int 33 or !/ f alteratiers 9, same without written permission Yon i he I / Existing Single City of SaN.a Ana. i Em. y Residence The acceptaof this plan and specificatbr; SH AL[. NOT AL . '*,ld to permitgor be an approval of the v joiatiln of £ m -777,sions of ANY Ny Ordinance or State Lit 1. ION 0 0\,) FOR , / ' . -. 471426 IiiNA' 7, - ,,- - M F<C Z N N€20[Cm,<ll 7%4,6 )1¢Bh 4 Ely r'Nj 7 0 ® R < oir Array y,4 -ft: 64! 0-04> fl. 0 2= m CO| 00 00 CIO 0-1 106, \E @Zi<4 D E -9@K Z 03 00 Main Service Panel / f o -J AC Disconnect/ Sunrun Meter Project PEOU Inverter Shoot 02/26/2014 Site Plan As Noted PV1 Scale: NTS Plan North DrawnBy DA Driveway Date Scal NO. MeVision/issue Ualle V r I hes set 01 plans and specifications must De Kept on me job ! 2, 2,1 nme,; mo it ia u,giawiu; lo mak@ an,.1.-- . . 1 W..1,11'WU :C. 0.1 mentions on same without written pe'KIFRIon rrom me i itity of Santa Ana.:t 1 '-- -···1 enecifications flha N[)T Prosolar FastJack Roof Attachment w/ Fastjack Flashing 7 F- Solar Modulesi \ A Prosolar Rooftrac / Railing Prosolar Fastjack Attachment w/ Fastjack Flashing ./.C -------- - ------------»-------------i--VL < »ALProsolar Rooftrac 1 (1)5/16" x 3-1/2" <Composite Shingles Railing SS Lag Bolt, with pilot hol;, F- Composite /4'-0" Span Shingles 0 E MART ENERGY le,I, r.-....a.Ba C*ral.+ Typ. Rafter @ 24" O.C k' Front View Mounting Detail NTS L (1)5/16" x 3-1/2" SS Lag Bolt w/ - 2.5" Min. Penetration w/ pilot hole www. Loyd W Martin .com Solar Structures Engineering #2014-313 Structural Only No. C58724 m Prosolar FasUack PV Attachment w/ Prosolar Rooftrac Railing NTS WEIGHT OF MATERIALS Module Weight:41 lbs Module Area:17.55 SF Module Array Area:491.4 SF Mounting Hardware weight:3.56 LB/MODULE Root Load (Module Weight / Module Area): 2.33 PSE r-Solar Modules \\*\ Exp. 3-31-15 '231€iVjs.·433 OF C Al\12' 0 5" 0- U.1 8 w E *t U) d 0 C-46) e1ea MOUNTING SYSTEM 1. The mounting structure is an engineered product designed to mount PV modules. 2. For manufactured mounting systems, fill out information on the mounting system below a. Mounting System Manufacturer:Prosolar FastJack b. Total Weight of PV Modules and Rails:1247.68 LB c. Total Number of Attachment Points: 56 d. Weight per Attachment Point (b/c):22.28 LB e. Maximum Spacing Between Attachment Points: 48 INCH f. Total Surface Area of PV Modules:491.4 SF g. Distributed Weight of PV Module on Roof (b/0 2.53 PSF Typ. Rafter @ 24" O,CM 14'39«27 , Notes: 1. Prosolar Fastjack w/ Fastjack Flashing to be attached to roof using 5/16" x 3-1/2" SS Lag Screws 2. Roof Penetrations to be made every 48" Max **** See attached Spec Sheet & Engineering Report for more information.Typical Roof Elevation for Solar Array Project PEOU NTS Sheet Date 02/26/2014 a As Noted PV2 INU. DA - ARCHITECTURAL ST 1 1 317*w 0800*Fy@i[EjOR CON(3£,f.2\0 // / -.d I I :U 28 25090§3MFP'2*mrte|sARE RU Jili % 2REQUESTED LOCATION 5 E - IRenesola: JC250M-24/Bb -2:sm Tithya Peou Residence 1318 N. Mclean Dr. Santa Ana CA 92703 L Emoit GYO) 0*4 20$-4,01¢ C\ Phor 'V System SNI/hIC (9tro) e 0 0 /28 205° SW 18° Array Modules Azimuth uouse.1!0 Tilt 0 0 0 \ ED / PLAN VIEW O 4 / 11\\\ 0 /iT11 Driveway 0 0 0 01 r / 1,7i i l 1 l-<7\61\I -4 \ &! No. C58724 1% ]KI 1 i *< Exp. 3-31-15 , *)j-h \1 \ NEMA 3Rj ))#rEOFCALIFOJunction Box Lu 0 6,> www. Loyd W Martin .com < ONc7 Main Service Panel .-1 f- /AC Disconnect Solar Structures Engineering Z JcgG2" x 6" Rafter /Prosolar /3/4" EMT conduit Sunrun Meter Q@ 24" O.C.-FParstjack 4 Rooftrac-along roof eave Inverter 9 #2014-313 Structural Only 5 26<Z Attachments at 48"Attachment Ch Railing ¤ W o--do ch/t)) '0 0 a co QC >' C LO O & g i <4 LU NE r Cz CO co 25° R -0 NW f SE295° j·115°Project PEOU Sheet Date 02/26/2014 le As Noted PV3 C ¤ i i ' I 3f NO. Revision/Issue Date CITIdll. pe[1111.WUbitllgylII¢,11.LUII] By DA Single Line Diagram Max. OCPD: (200A Bus) * (1.2)= 240A Max Rating (120% of Bus) PV Backfeed (35A) + Main Breaker (200A) = (235A) 5 240A See 690.64 (B)(2) of 2013 CEC (4) #10 THWN-2 & (1) #8 AWG THWN-2 Ground (See 2013 CEC Table 250.122 Conductors in 3/4" EMT Conduit Min. (4) #10 USE-2 Conductors (See Amp. Calc. A) & (1) #8 Bare Copper Ground (See 2013 CEC Table 250.122 (3) #8 (Ll,L2,Neutral) THWN-2 Conductors (See Amp. Calc. B) & (1) #8 AWG THWN-2 Ground in 3/4" EMT conduit min. (See 2013 CEC Table 250.122) 200A Rated Bus PV Breaker to installed on opposite end of Main Breaker. CS» 200A Main 120/240V JB ---- INV --@-(14) ReneSola JC250M-24/Bb Panels ITIr----1@ MPPT 1 MPPT 2 e Input 1: 14 @ 205° SW Input 3: 14 @ 205' SW - SM -- AC --A---1 NewU **p]Input 2:Input 4: If the existing Main Service Panel does not have verifiable ground electrode. It is the PV contractors responsibility to install a supplemental grounding electrode **Modules individually lugged on continuous ground in the event of a panel being removed from array" 1- M I No. C58724 LEGEND LABELS PER INVERTER Junction Box 2 0 PV DC Disconnect Operating Current 829A Operating Voltage Vmp 4228V Max System Voltage Vic 595.30 V Short Circuit Current 35A AC Output Current x 125% AC Disconnect AC Output Current 28A Nominal AC Voltage 240V www. Loyd W Martin .com Solar Structures Engineering #2014-313 Structural Only <* Exp. 3-31-15 0 OF C A\1 DISCONNECT RAnNGS DC Disconnect Ratings Disconnect SW Rating= 30A Max Disconnect Volt Rating = 600V AC Disconnect Ratings Disconnect SW Rating = 60A Disconnect Voltage Rating = 240V 11iW-1 PowerOne PVI-6000-OUTD-US-A 1----1 with Intergral DC Disconnect (240V) - Sunrun Meter L sM | Meter Socket - AC Disconnect "Knife Blade Type" AC Per NEM 6.3 & NEC 690.17 rii@-1 Main panel & Utility Electrical Service L---1 200A Main/ 200A Bus DC & AC Calculations Ampacity Calculations General Notes: System DC Wiring (Strings of 14) Vmpp = (30.2Vdc mpp) * (14 Panels) = 422.8Vdc Voc= (37.3Voc) * (14 Panels) =522.2Vdc Vmax= (522.2) * (114%)= 595.30Vdc ' Projected Minimum System Voltage {30.2 V - ((25° - (29°C + 22°)) x -0.0029)} = 30.12 V (30.12 V) x (String of 14) = 421.68 V @ Avg High Temp: 29° A) PV to Inverter Wire Ampadty Thermal Derate Factor Number of Conductors 2013 CEC (310.16)(CEC 310.16)CEC 310.15(BX2)(a) #10 USE-2,90 degrees C 50 + (22) degrees C (4-6) Max 310.15(8*3)(c) (40 Amps)*(0.58) *(0.80) (40 Amps) * (0.58) ' (0.80) = 18.56A > PV A-design (13.79A) 1. (28) ReneSola JC250M-24/Bb Modules: (250) Watt Modules wired and listed to UL1703 standards 2. (1) PowerOne PVI-6000-OUTD-US-A Inverter with Integrated Arc Fault Protection that meets NEC 690.11. Attached with system electrical specifications and ground fault protected & listed to UL1741 standards. 3. Photovoltaic system ground will be tied into existing ground at main service from DC Disconnect/Inverter as per NEC Sec. 250.166(B). "The Grounding Electrode Conductor shall not be smaller than the largest conductor supplied by the system and not smaller than #8AWG." Smart Ene Lic. # CA mea .ON Imp = (8.29A) * (1 String) = 8.29A Isc = (8.84A) * (1 String) = 8.84A A-design = (8.84A) * (1.56) = 13.79A -, USE-2 #10 B) Inverter to Main Service Pa,el Wire Ampacity Theme! Derate Factor Number of Conductors 2013 CEC (310.16)(CEC 310.16)CEC 310.1(B)(2)(a) #8 THWN-2,90 degrees C 88 degrees F (3) Max 4. Equipment operating 150 volts or greater shall only be serviced or replaced by qualified personnel. Field protection may be in the form of conduit, closed cabinet or an enclosure which requires use of tools to open. System AC Wiring Pmax= (227.9 PTC Rating) * (28 Panels) * (96.5% Inv. eff.)= 6157.85 Wac Imp= (6157.85 Wac) / (240Vac) = 25.65A Inverter Maximum Output Current = 28A B-design = (28A) * (1.25) = 35A #8 THWN-2 (35A C/B) (55Amps)*(0.96)*(1.00) (55Amps) · (0.9617 (1.00) = 52.BA > PV B-design (35A) 5. Solar Photovoltaic System equipment will be installed in accordance with requirements of Art. 690 of the 2013 CEC. 6.Minimum height of conduit above roof to match temperature derating factor. 7.Photovoltaic dc conductors entering the building shall be installed in metal conduit AND THE CONDUIT SHALL BE LABELED "CAUTION DC CONDUIr OR EQUIVALENT EVERY 5 FT. 8. System Grounding Electrode conductor for PV system to be sized to meet the requirements of both 250.66 (AC) and 250.66 (DC), 690.47(C) not smaller than #8 CU AWG. 9. If the existing main service panel does not have a ground rod or ufer, it is the pv contractors responsibility install one. 10. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS WILL MEET THE NECESSARY REQUIREMENTS PER CRC R314, R315 Project PEOU Sheet 11. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO.ACTIVATION OF THE SOLAR PV SYSTEM.Date 02/26/2014 5 As Noted PV4 DA PHOTOVOLTAIC REQUIREMENTS PER CALIFORNIA ELECTRICAL CODE ARTICLE 690 PV SYSTEM AC DISCONNECT RATED AC OUTPUT CURRENT - AMPS AC NORMAL OPERATING VOLTAGE 240 VOLTS WARNING DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 113 WARNING ELECTRIC SHOCK HAZARD. IF GROUND FAULT IS INDICATED . -OC NORMALLY GROUNDED *gE CONDUCTORS MAY BE U. 6 95 UNGROUNDED AND ENERGIZED DEck zgo*- @ MAIN SERVICE SERVICE METER0 -01METERDISCONNECT|SOCKET 0 09 WARNING DUAL POWER SOURCES SECOND SOURCE IS PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT 28 AMPS AC NORMAL OPERATING VOLTAGE 240 VOLTS WARNING INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE This label is to be located adjacent to the PV breaker AC 0 DC L E Q. U.1 Smart En 9 (C-46) UC. # Date Revision/Issue No. 1 tz@ 8 OFCA - DC CONDUIT (EVERY 10)225NTERIOREXTERIOR0 M COWARNING0 N 5DO NOT TOUCH TERMINALS ON BOTH 2 0 LINE AND LOAD SIDES MAY BE CAUTION: SOLAR CIRCUIT O - ENERGIZED IN THE OPEN POSITION * COMBINER / 111 INVERTER JUNCTION ARRAY - C 3 Box ON g DISCONNECT _ e - DC DISCONNECT | -| OFF PV SYSTEM DC DISCONNECT RATED MAX POWER POINT CURRENT - 8.29 AMPS RATED MAX POWER POINTVOLTAGE - 422.8 VOLTS <&! No. C58724MAXIMUM SYSTEM VOLTAGE - 595.30 VOLTS SHORT CIRCUIT CURRENT - 13.79 AMPS \*< Exp. 3-31-15 CAL 5 <C 36" to 75" above the floor or grade level to center of performance meters (IF APPLICABLE) 1 NOTE: If the Photovoltaic Disconnect is remote and not within sight from the Main Service Disconnect, then a directory showing the locations of the Main Service Disconnect and the Photovoltaic Disconnect must be installed at the Main Service Panel location. (SEE SAMPLE DIRECTORY IF APPLICABLE) Recommended signage or labeling specifications . A, Red background with white lettering B. 3/8" letter height C. All capital letters , D. Arial or similar font f E. Weather resistant material (i.e engraved plastic) F. Reflective www. Loyd W Martin .com Solar Structures Engineering #2014-313 Structural Only Project PEOU Sheet Date 02/26/2014 Scale As Noted PV5 31 170. Drawn By DA Virtus® Module Ren-I• ReneS•r.F ---250W, 255W, 260W¥]rtus® 39.1 iadies 1.6 il'Ith&&.W.4 11101:3 | ' i000¥m,7-- j-1 ith1 .em...1- 222''i----- 8- 800W/m' Dimensions Virtus® Module 10- 0-600VWmi 8 4-400W/m'r ".. 7 E 5 h 5 ------------------------ ·2-200W/m2l Emciency )High Module Conversion Efficiencies 9 / m e --i- 2 2-0.% / m m ----------------------I- .aM. t . >\\\\1 0 5 10 15 20 25 30 35 40 ---I- '\,/,/// 1/431./.14- Voltage M INSTAUING HOUGaq-zizg Easy Installation and Handling for Various Applications lim'WE--\Efficiency at Varied Irradiation Irradiance 100W/rnl 400W/ma 600W/rry 800W/m:1000W/mz 16.0%16.1%16.056Efficiency15.7%16.156 Drawing Only for Reference1»&54 1 2400Pa 540(Pa - J. Mechanical Load Capability of up to 5400 Pa Electrical Characteristics STC JC25OM-24/Bbv JC255M-24/Bbv JC26OM-24/Bbv Maximum Power (Pmax)250 W 255 W 260 W Power Tolerance 0 -+SW 0-+5W 0 - +5W Conforms with IEC 61215:2005,Module Efficiency 15.4%15.7%16.0% Maximum Power Current (Imp)8.29 A 8.43 A 8.56 AIEC 61730: 2004, UL 1703 PV Standards Maximum Power Voltage {Vmp)30.2V 30.3 V 30.4 V Short Circuit Current (Isc)8.84A 8.98 A 9.09 A Open Circuit Voltage (Voc)37.3 V 37.4 V 37.6 V Values at Standard Test Conditions STC (Air Mass AM 1.5, Irradian ce 1000W/mz, Cell Temperature 25°C) L 15 & ® IS09001, OHSAS18001, ISO14001 Certified Electrical Characteristics NOCT JC25OM-24/Bbv JC255M-24/Bbv JC26OM-24/Bbv ls-Fire I Application Class A, Safety Class 11, Fire Rating C Maximum Power (Pmax)186 W 189 W Maximum Power Current (Imp)6.59A 6.69 A Maximum Power Voltage {Vmp)28.ZV 28.2 V Short Circuit Current (Isc)7.13 A 7.ZOA Open Circuit Voltage {Voc)35.OV 35.0 V Values at Normal Operating Cell Temperature, Irradiance of 800 W/m:, spectrum AM 1.5, ambient temperature 20°C wind speed 1 m/s 193 W 6.77 A 28.5 V 7.27 A 35.2 V - Mechanical Characteristics Characterisdcs- 100%-I 90% -Added Value 85% - 80% 0% 01 5 10 15 20 25 YEAR ® -year * material &workmanship Cell Type Glass Frame Junction Box Dimension Output Cable < WeightInstallation Hole Location 6 inches Virtus®, 60 (6*10) pcs in series High Transmission, Low Iron, Tempered Glass Anodized Aluminum Alloy IP65/IP67 rated, with bypass diodes *64.6 x 39.1 x 1.6 inches 12 AWG, 39.4 inches 40.8 lbs See Drawing Above Temperature Coefficient of Voc -0.29%rc Tempenture Coefficient of Isc 0.0496fC Temperature Coefficient of Pmax -0.39%fc Nominal Operating Cell Temperature (NOCT)45©e 2'C ® -year Packing Information Maximum Ratings Container W GP Aa GP 40' HQ Operating Temperature -404 - +185°F 0, linear power <A Pallets per Container U 28 28 Maximum System Voltage 1000VDC (EU) / 600VDC (US)output Pieces per Container 300 700 770 Maximum Series Fuse Rating 20A (EU) / 20A (US) **S/2013.09 •Con:act Renesola for tolerince:pe,Hkat,or CAUnON: Al rwht, rescrved. De.1*n ind spedficallon are subject to ch.,ge •Athout prk' n,*ice. APPROVED PRODUCT - A.,A /64'Jc© ) 9 CES *U;J PVOYCLE USTED Intertek VU/ ReneSola.com 1 rortee power one Renewable Energy Solutions ix=17]milyRNB %&11!133 (Pm€Em*iI!niX!§ 1 Cm*Em*iI!KID(!El 0,0 . DA .A . 1 11 Nominal Output Power W 5000 6000 Maximum Output Power W 5000 6000 Rated Grid AC Voltage V 208 1 240 |277 208 |240 1 277[i*t Side (00 1 Number of Independent MPPT Channels 2 2 Maximum Usable Power for Each Channel W 4000 4000 Absolute Maximum Voltage (Vmax) V 600 600 Start- Up Voltage (Vstart) V 200 (adj. 120-350)200 (adj. 120-350) Full Power MPPTVoltage Range V 200-530 200-530 Operating MPPTVoltage Range V 0.7xVstart-580 0.7xVstart-580 Maximum Current (Idcmax) for both MPPT in Parallel A 36 36 Maximum Usable Current per Channel A 18 18 Maximum Short Circuit Current Limit per Channel A 22 22 Number of Wire Landing Terminals Per Channel 2 Pairs 2 Pairs ArrayWiringTermination Terminal block, Pressure Clamp, AWG8-AWG4 loot.;0t Side [AC) I, 4„#1* , "{luu ,{,t,Imlm-#-1 9 0 -mmt;mcq'T,1111) I.1 Grid ConnectionType 10/ZW 1 Split-0/3W I 10/2W 10/2W Split-0/3W 10/2W , AdiustableVoltage Range (Vmin-Vmawl v 183.778 1 111.76,1 I -1,1/1.1Aul 191.119 111 161 211 201 4,1,1 Friquing 57-60.5 14 00 00 Adjustable Grid Frequency Range Hz 57-60.5 , Maximum Current (lacmax)Al/27 1 B 1 m W lai M -2.Power Factor >0.995 Po:995 - ¥6G HarmonIc Dlitortion At Rated Power % <2 <2a.....- ... ..1 -. -I.- , ··,· i, uittlin•m ./ Iii..4,111# ' i LOMWIOU!07 #UIT UUMM" ·Ap./Ai,w Jo.11/GOJ 1 jO.)/23.61 1 31./5/22.13 30.23/23.03 30.5/25.61 i j I./5/zz.451, /(,CU:47 'TIO A -" [F?Ziecton DevicestDesigned for residential and small commercial PV installations, this GridWiringrerminationType L#'ll - ·-......1,(lilli ,IL'- . , .„ ...L'tl{11!Il I " I *inverter fi Ils a specific niche in the Aurora product line to cater for Ir,i,,i,-tri.#·. n. 1 Im'.1.- 0 11111. . 11 ------,1- ---- ·· „i.,mr- --' ........6.11.1. .. ". thbse instaiiations producing between 5kW and 20kW.=t '1 1., , 1 1. 11,(Inpi.11,/r,1.1,//..4'rri 'Trrl·-1, ... ....0 I 4.1 'UU·,11' 1/ · · '1 TIFT·11 · ff'Trn™" ·· . -....Reverse Polarity Protection Yes Tenninal block, Pressure Oamp, AWG8 - AWGI Yes Over-Voltage Protection Type Varistor, 2 for each channel Varistor, 2 for each channel111 - . *'666. il -*I'll- . 11 J ,i inr,·,rrm,H·.-Pre ,tart.tip Rifn anfl dynamic 6bl Pre start-up Riso and dynamic GFDIPV Array Ground Fault Detection (Reguires Floating Arravs)(Renwireiflontinri ArravtThis inverter has all the usual Aurora benefits, iQ£Wlpq dualineut--- -- I ---'- -. 11,11.1,1 section to process torings with_9®Rendent Mf-T, high sp,eed, „7-_ and prkise MPPT algorithm for real-time power tracking and -1.---energy harvestifig, as well as transformerless operati6n for high performance efficiencies of up to 97.1%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. -L_--- 13 - - - I ..... .... f 44 e b 1 Output - - Anti:litartrling Prntertinn Over-Voltage Protection Type Maximum ACOCPO Rating 1 Efficiency Maximum Efficiency CEC Efficiency IpieatiA pwformahce Stand-by Consumption Night time consumption 1 Communication User-Interface Remote Monitoring (1 IRS485 ind.) Wired Local Monitoring (1 xRS485 ind.] Wireless Local Monitoring linvironmemi Mggtg VL 1741,4H1 f '17/gqwireminu Mect, U61711/1[[1517 re<iuir:inci'lli Varistor, 2 (L,-6/6-G)Varistor, 2 (4-4/4 -Gl A 35 1 30 1 25 40 | ' 35 1 30 1 % 97.1 97.1 % 96 1 965 1 96.5 96 965 1 965 1 WRMS <8 <8 WRMS <0.6 <0.6 1 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt) PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) PVI-DESKTOP {opt.) with PVI-RADIOMODULE (opt.) 1,616 0-5.,tek & )4 ®20*] 1 11 .. t.1 J.11 - . 0 '.- ·-7 0 • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub-arrays oriented in different directions j • Wide input range f • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions • RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) e Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Ralatin H,imirlily Acoustic Noise Emission Level Maximum Operatinekitude without Derating Mechanicalipeatgations Enclosure rating Cooling Dimensions (HxWxD) Weight Shipping Weight Mounting System Conduit Connections DC Switch RatinglPet Contact) Raty Isolation Level Safety and EMC Standard Safety Approval 1 Wa¥ranty Standard Warranty Extended Warranty 1 Available Models Standard - With DC Switch - Floating Army With DC Switch, Wiring box and Arc Fault Detector and Interrupter •All data is subject to change without notice -Inirter en apply thar m,I,h Wrr,nt - Dreaker will ggen °F (°C)-13 to +140(-25 to+60) °F (°C)-40 to 176 HO m +801 04 061 O100 11Mt|IM'iM; db(A)@lm <50 ft(m)6560 (2000) NEMA4X Natural Convection in (mm)41.4 * 12.8 x 8 Ib (kg) <59.5 (27.0) Ib (kg) <78 (35.4) Wall bracket Trade Size Kos: (2ea x 1/27 and Rea x 1-1/40; 3 places side, front rear) KAI 25/600 Transformelless (Floating Array) UL 1741, CSA-(22.2 N. 107.1-01 cCSA. years 10 years 15&20 PVI-5000-OUTD-US PVI-5000-OUT[>-US-A -13 to +140 {-25 to +60) with deratinq above 122 (50) -40 to 1 76 1-40 tn +AWn 0 100 ,u.,J.'ll,g ISO 6560 (2000} 1 NEMA 4X Natural Convection 5 (1052 x 325 x 218) < 593 (27.0) < 78 (35.4) Wall bracket Trade Size Kos: Gea x 1/27 and (2ea x 1-1/4 3 places side, front, rear) 25/600 1 Transformerless {Aoating Array) , UL1998 UL1699B, FCC Part 15 Class B ISA. 10 15&20 1 PVI-6000-OUTD-US PV-6000-OUTD-US-A Bulvils2 .... 0 MIR{•]lu,10[•1 1 4. ..1 JfLaboratory Tested ll-astjac - »e Axial punoutl/ €7 2,359 lbs ®) Vertical Pullout! < < 808 lbs *t-- , ' Patent #6,360,491 Flashable Roof Stanchion FastJack® FJ-300-18 The patented design of the FosUodi® con be easily expressed os the most innovative, efficient Foroatey® style flashings and cost-effective tool of it's kind! Between the precision (NC mochined base and stonchion along with strid engineering and material standards, the Fos:Jock® has been laboratory tested to provide 2,359 pounds of strength using only o single lag bolt (induded)! Four Sizes Available! Bulk packaging means eosier stocking abilities, less packaging waste and quicker, more convenient installation. Everything in the photo below is shipped in a recloseoble box for storage of extra ports. -3 tgitjack® ---/-.'t> *I + 1 . a .-...-. I - I. .. ... .... FastJack --------- .FEFF (,1 " 1.-1„1,1-11 "-, mili E-l•-•clersne·c-li) dtii d WWOM* d +*44" 888888888 ......... mwrig&9 M>j©J«>Ah,Atot»q1 r , I ..==,e===p ..£ =s-/4,£ cs'y iddujuddkadilj' *£1*JE*9<14©69 Easy Installation: The Fast Jack® is available in four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 - 1" Round Posts (3", 4-1/2", 6" or 7-1/2" tall) 18 - Threaded boses 18 - 3/8" x 3/4" SS Hex Bolts 18 - 3/8" SS Flat washers 18 - 5/16" x 3" SS lag bolts 18 - 5/16" SS Flat Washers 3" High Part# FJ-300-18 1 For low profile instollotion, u,ing Ootcy® flo,hing, (for compusiliuii shitigle iuul-lups) / 4-1/2" High , Part# FJ450-10 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ-600-18 For standard floshinqs (for flat tile rooftops) 7-1/2" High Part# FJ-750-18 For standard flashings (sized for 5{urve tile roofs and/or double flashed installations) *The Fast Jack® design is covered under Pot. #6,360,491 Using leo. 5/16" x 3-1/2" log Boll - flacITflashing temp'loi'.,- trai5bei 1 -t fter Step 2+: Install base using includ-using,integratedrd/illgUidid ed·Iole I - ...V. USED FOR MOUNTING: • Photovoltak Solar Panels • Solar Thermal Panels • Communkation Equipment • Virtually anything needing structural attachment to o roof! professional SOLAR products (805) 486-4700 (805) 486-4799-fax 1551 S. Rose Ave. OAI'Ul J, CA 93030 View more info on oitr website at: Commercial FastJack® also available (rated at 4,250 lbs.) Easy installation iBenefits of the FastJack® of flashings on 3/8" x 3h4" e. Flat Washer 3/8" SS • Removable post makes installation on existing SS Hex Bolt »roofs/retrofit quick and eosy (refer to the illustration existing roof-tops to tile righl) See reverse for installation theory• Patented design locates the lag bolt diredly . /, The post [an be under th€ stonchion providing superior strength values Standard & Oatey® Flashings installed through slip over the base and under the /the top of the • Fast & easy to install - saves time ond labor ./delirote chinnle flnrhinn Costs • Precision machined from extmded aluminum, there ore no welds to comode or break • Significantly lighter than steel for installer convenience and reduced shipping costs. • Integrated drill guide insures perfed pilot holes every time - minimizes the possibility of splilling roof rafters 1-40 4 ISIBpSlitlflamlfiRUEE!&2'in 7 SS Lag Bolt -"4:-/1 # Threaded Fast 34 Jack Base 9@,&EliR@mid/E* Col @¤80¢*40 ® =VE*¢121*Lliral TU110 '0 - Flashing Template " Available for O@.tey 1 (Pictured) and standard flashings. Makes cutting in a perfect flashing easy and I painless!t 4 fIllqi,qu.prosolar. com, © Prolessionol Solar Produ{is, Int March 2006. . Base design allows virtually any roof Hashing to instoll flat on 4 roof dodi Email us for more information prosolar@pTosolar.com f terproof .I,4bj Kit includes Fast Jack post threader 1 with knob b A 0/40 331% 4 3 0 Lolgfo (610»1 . .