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HomeMy WebLinkAbout10180255_4814 W. MORNINGSIDE - Plan1 0.,t- ,CITY OF SANTA ANA \4 3\ AC L.122% BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 9%19 Nlogewee,·I>og AUF , USE OF BUILDING: (NESIDENTIA3 COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Blda.ADD.Worksheet SAPIN # MASTERID# NATURE OF WORK: NEW ADD ALTER/T.I.DEMO REROOF REPAIR SIGN MISC 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 (nog-residential projects see reverse side of this application): 4.2-6 b<L> 17 40 0 u 49.5 1 i Tr)'Je £,UU:- / 9-0...r AA-,0 -i C PAP EL U PooAD e BUILDING OWNER'S NAME:PHONE NO:SABA# CrD- 6/ ADDRESS:CITY:STATE:ZIP: 9%;9 Nleeps,oc.spo a. Ave.GA,vt# AMN 64 9 27 D-i> TENANT'S NAME (Comm/ind)PHONE NO:S FrM W Go 6-0 0,0 (7 19) 056 -1 lel- CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: SAAAIW ei,EA=Y USA 992-32-9 C96 (990707-43# ADDRESS:CITY:STATE:ZIP: 2- ho B. S 'kna- A Al/C ,Cg> a-UNA 04 914 Yo WORKERS COMP. POLICY#: 9023.5 7/ EXP. DATE: 9/1 /1 4 INSURANCE COMPANY: g·1*ri FU r.· 0 SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME: 6,4 B €6-44 lOs--v=#hv-3 , PHONE NO:(9513 -707 - 49 1 0 E-MAIL ADDRESS: Alot,ic.A , 5€-US<11<2) C)MA,{ ·ron OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER OCC. GROUP:RECEIPT#- TYPE OF CONSTR:VALUATION: $ 9-1 0-0 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE: RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APP PLNG CONDITIONS: BLDG. FEE $ _ _ P/C FEE PD $c . :,\SUBMITTAL DAT fr PROCE SSED«-11\ .1 PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings E Canopy E Card readers El Ceiling work CJ Change of occupancy (use) E Disabled accessible (H/C) restrooms £ Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment El partition walls E Rated corridors E Rated shafts El Roof mounted equipment E Security bars £ Screening for equipment U Skylights U Stairs StorefronUfacade improvements El Storage racks or shelving over 5'-9" E Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: El Block wall El Complete demo C] Fence El Fire signaling system El Fire sprinklers U Flagpole E Lawn sprinkler system J Light Standards D Parking lot paving El Parking lot striping U Pedestrian protection CJ Pool/Spa 0 signs El Spray booth El Temporary power pole El Trash enclosure CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN l 0 .0 0 - SOLAR ARRAY -20° //11-1 0 1 -1 lA PV DISCONNECT PERFORMANCE METER - INVERTER ..... YOU ARE HERE SERVICE POINT-UTILITY METER 4814 MORNINGSIDE AVE. Tustin Townshin Homeowners Association November 26,201.3 John T. McKeon 3033 Renman Tustin, CA 92782-3316 RED·.3033 Penmah Dear Homeowner(s): Please. review the enclosed.regarding your. recent architectural application submittal. City·and/or County approval may be required. It is your·responsibility to review the requirements with the City 4nd/or County and make the:appropriate submission accordingly. Please note, all Notice of Completions,.if sent via e-mail,·must be sent as a.JPEG file to aichitectural#DkeystorienacifiG.coin. Ifyour application is denied, you will need to make the correction noted and resubmit your application with three sets of revised plans. If you have any questions please do not-hesitate to contact the ·architectural desk at (949) 838-3239. Sincerely, At the Direction o f the Board o f Directors, Tustin Township Homeowners Association Architectural Desk :arclritectural(*keystonepati. fic.con, Plofessionally Mditagedby: Keystone Pacific Property Management Int. 16845·Von Kai·man Avenue, Suite 200 · Irvine, CA 92606-4960 · Tel (949) 833-2600 · Fax (949).833-0919 www.keystonepacific.com t j ©1 ly Exhibit A 1 - 11 TOTTA li./U 1 11 ,:TOWNSHIP HOMEOWNERS ASSOCIATION Property Improvement Form Today's Date: |lzs//.3 property address: 3033 -i)2 \IN\[18 -3-\Gif A Owner/Applicant's Name: 30*ji DA o ji.e en Mailing Address (if different than property address): OATUE Daytime Phone: 1{4 146 84-It Evening Phone: Type ofwork (Please check appropriate items): Painting - must submit color chips Architectural Landscape Equipment El Deck 1 Landscape/Hardscape (circle one)U Play Equipment El Gazebo D Removal of Exist O New Install El Pool & Equipment E] Room Addition El Front O Rear m Side U Spa & Equipment U Patio Cover(s)5 Irrigation / Drains (circle one) £Water Feature O Chimney El Fence(s) / Walks) / Gate(s) (circle one)El Barbeque/Counter El Painting El Front £ Side 3 Fire pit (submit paint color chips) El Garage Door El Rear m Retaining E Lighting I outdoor Fireplace ¤Extension U Satellite Dish £ Other: ¥other: 561(12- 695ilpm,alt Attach the completed Neighbor Awareness Form and three (3) sets of plans and specifications, including elevations and cross-sections as needed to describe the project. NO FEE - Applications are reviewed by Architectural Committee/Board Members *Deposits left unclaimed for a period of more than five (5) years will be forfeited by depositing homeowner. Include the submittal date and the property address on each sheep Please fold to 8!4 x 11 inches. Owner's Signature OWNER'S SIGNATURE ABOVE SR ES ACCEPTANCE AND UNDERSTANDING OF THE GUIDELINES, CC&R'S EACH EXHIBIT ATTACHED HERETO.D l.'J Bkg/VED ARCH NOV 2 0 RE['D PROPERTY IMPROVEMENT FORM PAGE 1 OF 3 4*l€TONE PACIFICA* DATE:-\415/G PROPERTY ADDRESS: Do not write below this line o Disapproved as presented (List Reasons/Specific Guidelines Not Met) tkApproved as presented o Approved as revised/Conditional Approval: Committee Signature 0_Qi 1£-Date '· Il 15- Us Committee Signature Date Committee Signature I)ate General Conditions and Disclaimers: 1. Committee approval does not waive or constitute or reOect compliance with any federal, state, or local law, ordinance, or code. Approval by the Committee does not relieve or satisfy an Owner's obligation to comply with all government laws and regulations affecting use of premises, subject to any approved plans. Approval by the Committee does not constitute approval by the city or county; and approval by the city or county does not constitute approval by the Committee. 2. Committee approval does not constitute acceptance ofany technical 6r engineering specifications; and the Association assumes no responsibility for such. The property owner is responsible for all technical and engineering specifications. Approval by the Committee does not warrant structural safety, conformance with building codes or other applicable governmental requirements. The Committee reviews for aesthetic purposes only. 3. Any oversight of a provision of the governing documents, or a provision of the Guidelines/Standards, does not waive the rule. Corrections may be required. Only improvements depicted on the plans can be reviewed by the Committee. The Owner is responsible to ensure all improvements are depicted on the plans submitted. Any improvements not depicted on the plans are not approved. Any change(s) to approved plans shall be deemed unapproved until resubmitted and approved. Approval of plans and specifications shall apply only to the properly for which approval is granted and is not authorization to proceed with Improvements on any property other than the property reviewed by tile Commitiee and owned by the Applicant. 4. The use of a neighbor's yard for construction access is not permitted unless the neighbor has given written consent that includes a description of the access area. Access or storage of equipment used during the course of construction must be through the homeowner's properly only. Property owned and/or maintained by the Association shall not be used for construction access or storage, unless Owner obtains prior written authorization from Association, the Owner agrees in writing to indemnify Association for damage to property owned and/or maintained by Association which is damaged as a result of an Owner's project, and Owner posts a construction deposit for restoration of damage to property owned and/or maintained by Association. 5. Owner is financially responsible for any repairs and/or replacement to property owned and/or maintained by Association which is damaged as a result of an Owner's project PROPERTY IMPROVEMENT FORM PAGE 2 OF 3 . VINCQ &ASSOCIATES Structural Engineers CUENT. Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805-4864700 Subject:Static load test results for the following: Maximum Frame Maximum Frame Load EqulvalentWInd SpeedMounting System Length* (In.)Width' (in.)(lbs/fF)(mph)** Rooffrac ® 65 40 55 135 TE5r SETUP (as shown in attached drawing detail): Three modules, as specified above, were bolted to 136"xl.5°xl.5" Professional Solar Products (PSP) patented Roofrrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary aluminum clamps and inserts. The Roofrrac® support rail was attached to the PSP Roofrrac® structural attachment device with a 3/8" SS nut and SS washer at six attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" SS lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 48"on center. TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to 55 lb/fe. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the upiift condition. The test set up was re-loaded to 55 lb/fe. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signiof . permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469", with no permanent deformation. The maximum uplift deflection was recorded at 0.313", with no permanent deformation. This document certifies the Roofrrac® mounting system used with modules, as specified above, withstands a 55 lb/fe static pressure load, equivalent to a wind speed of approximately 135 mph'*. The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reftect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not lield check installations or verify that the mounting system is installed as described in this engineering report 8-04 To assist the building Inspector In verifyingthe authenticity of this proprietary mounting system, a permanent adhesion, silver reflective -Roomac®- label, as shown to the right is placed on at leastone of the main support ralls or permanently stamped with -Professional Solar Prod. Pat #6,360,491' on the underside of rail. - Structural attachment: Lag boltattachment should be installed using the proper pilot hole for optimum strength. A 5/16- lag bolt requires 8 3/16- pilot hole It is the responsibility of the installer to insure a proper attachment Is made tothestructural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. Poo/5221 114011 This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. 1CC accredited laboratory tested structural attachments manufactured by Professional Solar Products (Including Fast.lack®, TileTrace, and Foamjack®) can be interchanged with this system, Check with local building department or AHJ for site specilic requirements. *Modules measuring within stated specifications and tested to UL1703, or equivalent are included in this engineering. **Wind loading values relauve to defined load values using wind load exposure (135 mph for 5/12 roof pitch or less; 115 mph for greater than 5/12 roof pitch) and gust factor coefficient exposure C as defined in the 2009(IBC) /2010(CBC) *** Module tested: 64.6 x 39.1' x 1.8" (shrp) ****Est snow load rating of 30 lb/ft2 based on 1.6 safety factor Thousand Oaks, CA 91362 Page 1 of 3 1 . 1 3.13 OF _4 M V. 4 48° l "J 2,984 lbs / 55 psf | 65 Module Area= 18 ff each Total module (45 lbs ea.) and rail (10 Ibsea.)weight: 155 lbs Number of attachments: 6 ea rn/-%/-n n GUU--\-Firi,Weight / attachment point 26 lbs ' Area:54 ft? : 0 Distributed weight:2.9 lb/ ff U LI Top Load Deflection: 0.469" E Z 5/16" Stainless Steel Hex bolt 2,984 lbs / i 55 psf 5/16" Stainless Steel Lock Washer 1 ¥ 1 1 10 . , n/nn,nnmnn/n/n | . | | | |CREt*LLAT |Aluminum ProSolar Inter-Module Clamp LI Aluminum ProSolar - Channel Nut Up lift Deflection: 0.31¥'40 i Aluminum ProSolar RoofTrac® Support Rail 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented FasWack® Roof Attachment*f 5/16" Stainless Steel Lag Bolt and Flat Washer N. p. 1 31/ 3 g 'Lab tested structural attachments manufactured by Professional Solar Products (Including Fast.lack®, TileTrac®, and FoamJacke) can be interchanged with this system. Professional Solar Products RoofTracP Patent# 6,360,491 Photovoltaic mounUng system RoofTrac® Solar Modules Static load test Page 2 of 3 RT_4 48'40" Approx. ' FastJack® 2X bracket only to be used between two rows of modules to maintain approx. 48"upper to lower RoofTrac® support rail spacing 48° 4 A-n... til 8" FastJack® 2X bracket .V . .V . Assembly side view Approx 20" max i, Aoverhang r--7 1 1 48 i g = E y Eg[Ill i 5/16" Stainless Steel Hex Oilz!1 ./. ' bolt and slit lock washer Aluminum ProSolar Inter-Module Clamp Aluminum ProSolar Channel Nut Aluminum ProSolar Total module (45 lb/ea.) and rail CIo lb/ea.) weight : Number of attachments: Weight / attachment point Area: Distributed weight: j RoofTrac® Support Rail Module Area = 18 ff eac 310 lbs 9 ea 35 /7 lbs i i ili 'inil 3/8" Stainless Steel Hex Bolts and Flat . Washers Aluminum ProSolar Fastjack®2X Bracket - Conly used between two rows of modules) J. i Aluminum ProSolar · Patented 2 pc FastJack® Roof Attachment . 5/16" Stainless Steel Lag Bolt and Flat Washer lab tested structural attachments manufactured by Professional Solar Products (Including FastJack®, TileTrac®, and FoarnJack®) can be interchanged with this system. *•Check span suitability wi# AH-1 as necessary Professional Solar Products RoofTrace Patent# 6,360,491 RoofTrac® Solar Modules Static load test Photovoltalc mounting system Page 3 of 3 RT_4 i' +11 T LF i 12 31/ SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 Nib 9 Top ..9 1 , mounting .I. rM clamps X I Module i 1 6 Eye] i T-bolt Intertek Conforms to UL Standard 467 1 1 ,L,-Le UGC-1 .£+1. E--¥77777;JI 11 1 Figure 26. Slide UGC-1 grounding clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs will penetrate rail anod- ization and create groundingpath through rail (see Fig. 3, reverse side). SolarMounl® rail Carly type) FIE-!Ir, 2- fri .rra huff in FLL WEEBLug 4 unnium railurrhruugh rli. I cltaranct hok m th:-raink= rttl 11111111.1111]1111-1 1,1111111 U -1"'tAllf,1111 h,-4, Flilri, rhi, I tnill|N , IMI b - 11111111,il · 11,1. flariia-htronrk bolt onint-td - _ulhedlmpir.. IlillcunralrthL | Cl#Ilmilluttl lilli PIC[Lt 1-*IL lugpor-non iinthtbolri-Ind=minli=--ttclflifr li a,ht-r In-ra#-mull.., in .1 flat '. -d 4' 471 Iia-htr luil Iial,hirandnut Tirhfull thinur u nol Iht dimplt-url .I lili 1 1 +4 =1114+ 42.1 ...,ZE. -:.rid,r..1 11,-3,1,.,.2'2·= I - 1!1 T loi,ipeL#i-LintiENdibl Iiit'Irht riTil -41 11 1 - -1- i+44 ·F-·--•g*Pa.and lur- Thr Fllibfdtitil ili,iipk Mal f =loinle-- Zleel Flot 1 11 rtc!--nfhrmtchanical connt:rmil No.hei P /EEBI and tn-lin- --001 I #LCITIC,ill O Ill.fliC]rl bini,i nthi atimimim railaii d th,a WI rhroughtht ILIEE 612:1«ClIF- -Ind luz -irt- ul[1 -pill:Itli . ' li24- 111 L T Figure 28. UGC-1 layoutforeven and odd number ofmodules in row. "X"denotes places to install UGC-1. 1 4 *EEBLug 14 - Even Number 0/Modules in row Odd Number of Modules in row ·::1 INIRAC A HILA GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac, Inc. All rights reserved. 4.25kW DC ROOF MOUNTED PHOTOVOLTAIC ARRAY FOR THE GOLDEN RESIDENCE 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 2010 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 3R7. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHER. STI PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY.1 ACG=.- . ---4 taniwi 8. ALL ELECTRICAL MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. SEPARATE PERPA. 3 AL- . .4 1 ..., 9. WIRING METHOD SHALL BE EMT ABOVE GROUND MOUNTED IN CONCEALED SPACES (UNEESS)\RPROVED.OTHERWISEl AND':6 SCHEDULE- 40 PVC FOR BELOW GROUND INSTALLATION UNLESS NOTED OTHERWISE.1 This set o! plans and specilic:lions n 1 ., .11 {imoe ....it is un!370£ i to I 10. AN OSHA APPROVED LADDER PROVIDING ACCESS TO ALL PORTIONS OF THE ARRAY SHALL? BEiSECURED,]14-PRIORTI-pwritte[ REQUESTING INSPECTION.alierauoilt, un oan,e „,u -u City of Santa Ana. 11. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS WILL MEET THE NECESSARY REQUIREMENTS PER CRC R314, 61,5I The acceptance of this pian eng spe 12. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEMbe held to permit nor be c.n 2yprova 13. ALL EXTERIOR CONDUIT PAINTED TO MATCH EXTERIOR SURFACE. (IF APPLICABLE) provisions of ANY City Orcina::ce or 14. NO PLUMBING, MECHANICAL OR BLDG VENTS TO BE COVERED OR OFFSET AROUND Akmapted By --A-'--4-'W. IWL-rCITY OF E, JITA te·/Mi I 2611 AP.b... .t*El JMgued_- 14·22&41 . PERMIT TYPE:*94@ Lan MECH- Ze A-nor121*lut PERMIT# -C> 3- 9=64 Imillit*Fe.35&2*fhs f ' w.•Ist' 601*,x,i-:wl:;***R=tr,#s: SantaAnaEluS,d:Fmitti -.49TQ.A44'..c-:p A-afiwfr#ilj'11MLyA-I68Eik£uet-----i ' "' CODE EDITION€*6*-OJ26 MAd-A. - L - "Irt•.--He•••e *ger•,0•••e :e/flr'.'·•· •itt*te! Center ...9 *#90 R-3 V-B NO YES EESR= *in. .1 Sheet Index PV1 Cover Sheet PV2 Details PV3 Roof Layout / Plan View PV4 Single Line Diagram PV5 Typical Signage Cut Sheets Spec Sheet - (17) ReneSola JC250M-24/Bb Module Spec Sheet - (1) Power-One PVI-3.6-OUTD-S-US Inverter Engineering Report Sample Placard Design Criteria Planning Criteria BUILDING CODE DATA APN # 100-551-19 (E) Occupancy Group (E) Type of Construction (E) Sprinklers -PANECUPGRADE? IUCTURAL ;TRUCTION Morningside Ave. , 0 --ner' FOR 60'7..i COta,6..ux- FLANf-r - - -- lust be kept on the ilb I 0 UJnake any changes li, --71 pormission from tie 0 .cifications SHALL N¢T lof the violation of elly I State Law.1 - 6 kil H Drivew_-Date------1- ANA 0 1 -1'14 / 744' fL.L- i Existing'Singlefrirt_-J Fam sidence / Solar Array ELECT PLBG GRADING .-I -- .Discaollect unrun Meter inveer I- 1 60'Main Service Panel ay m 60L REC 0 .0 0 0 0 0 U hiEL©myhEEP348 9"Myt:FLOOD ZONE GERTIE RECD YES < NO \ |W V'.1™el An 1trf/%2/iR:9;aTE*89/4,St·-PalF_g.Z -I.'ll-/------<*J4.mik ,MICROFILM YES i "n 1 1 Vicinity Map IRADIANT BABBIERE_)122L-ZES \ '<U 1-S.itap¢an Scale = NTS .Scale: NkSman N,*th F-- -, RESIDENTIA, ng„ rcE · , 1 .-W U*.' / , 1 I E g 8 ) 5 7 t *g & 5%10@ i aggmC CO<C,2 €02,2 NOSC 0000 LU SS@Jppv auOUd lbARCH]ITECTURAL STE & *bit[PTED FOR CON$ ee 2 185 #F#TE PERMITS ARE R 2!* *C li., I 'LUMBiNG & ME· TI.@. Te*! p e Is r.nd specifications In- 31 8 1 time 3 £ 14 it is unlawful to n ilterations ( n sane without written ' V , /' ' -,9 /1 U.gy 18 A na. Tie iccuRatic) 06 this plan and speo 03 toto Eo K rinit nor bean approval pavilio is cal A VY City Ordinance or S Aics * 4!1. -E :. - CE Golden 12/3/2013 Sheet Santa As Noted PV1 MTL City of Santa Ana Prosolar FastJack - Roof Attachment 3 0 WR Ew/ Fastjack Flashing 7 r- Solar Modules -/O 82™2 Logle /- Prosolar Rooftrac *-0 2 2 %% E Railing (n NOUC /1 f 0%04 CProsolar Fastjack 2 BE0000. LUAttachment - w/ Fastjack Flashing- 62_ (1)5/16" x 3-1/2 Composite Shingles 0, C 62 iProsolar Rooftrac 02 111 81SS Lag BoltRailing E 2 £ 2 3 f *CTURALTyp. Truss @ 24" O.C. --039;55237Z Y ,%• Z 2007 292™'RUCTION X 4'-0" Span 2%0 y ao ,- Composite /:02 %92/ Shingles 0 LO Eu) d EQUIRED FOR U) N 8 .RANICAL PLANSU.1 4- K t be kept on me 10:Typ. Truss @ 24" O.C.-3ko any changes 01 \Front View Mounting Detail Fermission from th, NTS .% (SS-tag-Boltw/-7 -2.5" Min.-Penetration } fi:ations SHALL NOT 4 the violation of an, a' e Law. Prosolar FasUack PV Attachment w/ Prosolar Rooftrac Railing r- Solar Modules ,-Date- NTS ./. C WEIGHT OF MATERIALS Module Weight:41 lbs Module Area:17.55 SF Module Array Area:298.35 SF Mounting Hardware weight:3.56 LB/MODULE Roof Load (Module Weight / Module Area): 2.33 PSE 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:757.52 LB c. Total Number of Attachment Points: 34 d. Weight per Attachment Point (b/c):22.28 LB Ce-MixliTEESi acingBetweenAtt21iffient Points: 48 INCH - f. Total Surface Area of PV Modees 298.35 SF g. Distributed Weight of PV Module on Roof (b/D 2.53 PSF 6 Z Typ. Truss @ 24" O.C.- 4 6, ,4---- 3 w M>0 < <A Z C ., N N O-60)0 0Lu E & U ·, n 0.5 2 E 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.Project Golden Typical Roof Elevation for Solar Array NTS Sheet Date 12/3/2013 Scale As Noted PV2 0 (D 00 IA *933 mail.com Drawn By MTL 4.3KW DC PV SYSTEM REQUESTED LOCATION 17 250W Solar PV Panels ReneSola: JC250M-24/Bb GOLDEN RESIDENCE 4814 Morningside Avenue Santa Ana, CA 92703 E 1 8 C = al) CO 40 & 92=2 NO = C L -- 7< AC Disconnect 3/4" EMT conduit-M Sunrun Meter Ran along eave Inverter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 C 0 0 0 0 0 Main Service Panel CD \ Prosolar - Rooftrac 3/4" EMT conduit Railing Ran along eave 17 180° S 17° ARRAY MODULES HlnINIZV 11ll 00 0 00 /0, E EN.. *JE mes2" x 4" Trusses @ 24"0.C.-,-O@ ema o O &*,51 055Attachments at 48" SE-0 10 i= CO dU) N Z Z W 4 0 0 0 Prosolar 0 Fastjack NEMA 3R Attachment Junction Box - U U 0 C 6 0 6 9 0 C anssi/uO!9!Aahl Enlarged Roof Layout Scale: NTS Plan North Project Golden Sheet Date 12/3/2013 Scale As Noted PV3 Drawn By MTL Single Line Diagram (4) #10 THWN-2 & (1) #8 AWG THWN-2 Ground (See 2010 CEC Table 250.122 Conductors in 3M" EMT Conduit Min. (4) #10 USE-2 Conductors (See Amp. Calc. A) & (1) #8 Bare Copper Ground (See 2010 CEC Table 250.122 (2) #10 (Ll,L2,) THWN-2 Conductors (See Amp. Calc. B) & (1) #8 AWG THWN-2 Ground in 3/4" EMT conduit min. (See 2010 CEC Table 250.122) Max. OCPD:(200A Bus) * (1.2)= 240A Max Rating (120% of Bus) < PV Backfeed (20A) + Main Breaker (200A) = (220A) S 240A 60 CE See 690.64 (B)(2) of 2010 CEC DE 200A Rated Bus NOTE: /fthe existing main service <O panel has the main breaker located 5%in the middle of the buss bar, then -E %\- the maximum combined overcurrent (0 < C. (MSP)devices allowed is 100 percent of the owe ·bussbafrating,···net.120-percent- -.Z g g *3@ PANEL TO BE UPGRADED TO 200A Main 200A RATED BUS 120/240V 0 tNERGY EEN, GO SO bMA BE 0- U.1 Ssajppv 1!e (17) ReneSola JC250M-24/Bb Panels MPPT 1 MPPT 2 Input 1:9@ 180° S Input 2: 8 @ 180° S **Modules individually lugged on continuous ground in the event of a panel being removed from array** JB ------ INV -r----1/ J New W.1- AC -- £_ 20A I OCPD 1 -1 If the existing Main Service Panel does not have verifiable ground electrode. It is the PV contractors responsibility to install a supplemental grounding electrode 1 1 LEGEND --- -- LABELS PER INVERTER PV DC Disconnect DISCONNECT RATINGS Operating Current 16.58A Operating Voltage Vmp 271.8V DC Disconnect Ratings Max- System Voltage Voc 382.69 V Disconnect SW Rating= 30A Short Circult Current 20A Max Disconnect Volt Rating = 600V AC Output Current x 125% AC Disconnect Ratings AC Disconnect Disconnect SW Rating = 30A AC aitput Current 16A Disconnect Voltage Rating = 240V Norrinal AC Voltage 240V Junction Box r--- AC Disconnect "Knife Blade Type" AC Per NEM 6.3 & NEC 690.17 1-iNV-1 Power One PVI-3.6-OUTD-S-US - Inverter with Intergral DC Disconnect E =11=tr lial Main panel & Utility Electrical Service - (14)200A Main/ 200A Bus DC & AC Calculations Ampacity Calculations General Notes: System DC Wiring (Strings of 9) Vmpp = (30.2Vdc mpp) * (9 Panels) = 271.8Vdc Voc= (37.3Voc) * (9 Panels) = 335.7Vdc Vmax= (335.7) * (114%)= 382.69Vdc A) PV to Inverter \Mre Ampacity Thermal Derate Fact¤r Number of Conductors 2010 CEC (310.16)(CEC 310.16)CEC 310.15(B)(2)(a) #10 USE-2, 90 degrees C 50 + (22) degrees C (4-6) Max 310.15(8*3*c) 1. (17) ReneSola JC250M-24/Bb Modules: (250) Watt Modules wired and listed to UL1703 standards 2. (1) Power One PVI-3.6-OUT[)-S-US Inverter. Attached with system electrical specifications and ground fault protected & listed tc UL1741 standards. System DC Wiring (Strings of 8) Vmpp = (30.2Vdc mpp) * (8 Panels) = 241.6Vdc Voc= (37.3Voc) * (8 Panels) = 298.4Vdc Vmax= (298.4) * (114%)= 340.17Vdc *Proiected Minimum String Voltage {30.2 V - ((25°C - (28°C + 22°C)) * -0.0029)} = 30.12V (30.12\4 * (String of 9) = 271.14 V @ Avg High Temp: 28° C (40 Amps)*(0.58) *(0.80) (40 Amps) • (0.58) * (0.80) = 18.56A > PV A-design (13.79A1 B) Inverter to Main Service Panel Wire Ampacity Thennal Derate Factor Number of Conductors 2010 CEC (310.16)(CEC 310.16)CEC 310.1(BX2Xa) #10 ™WN-2, 90 degrees C 50 degrees C (3) Max (40Amps)*(0.82) *(1.00) 3. Photovoltaic system ground will be tied into existing ground at main service from DC DisconnecVInverter 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." 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 endosure which requires use of tools to open. 5. Solar Photovoltaic System equipment will be installed in accordance with requirements of Art. 690 of the 2010 CEC. 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 (40Amps) 90.82) ' (1.00)=32.8A > PV B-design (20A) 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 CONDUIT' OR EQUIVALENT EVERY 5 FT. System AC Wiring Pmax= (227.9 PTC Rating) * (17 Panels) * (96% Inv. eff.) = 3719.32 Wac Imp= (3719.32 Wac) / (240Vac) = 15.49A Inverter Maximum Output Current = 16A B-design = (16A) * (1.25) = 20A #10 THWN-2 (20A C/B) 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 Project GoldenR314, R315 Sheet 11. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM.Date 12/3/2013 Scale As Noted INU. neviblul W Izhuc W.US i/ Drawn By MTL PHOTOVOLTAIC REQUIREMENTS PER CALIFORNIA ELECTRICAL CODE ARTICLE 690 .E g g 3 €02% 22™2 gos& PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS RATED MAX POWER-POINT CURRENT 16.58 AMP RATED MAX POWER-POINT VOLTAGE 271.8 VOLTS MAXIMUM SYSTEM VOLTAGE 382.69 VOLTS SHORT CIRCUIT CURRENT 13.79 AMPS 000% MCO, 2 §%0,000 2 2& CAUTION: SOLAR CIRCUIT 62 _ 05 C :74MOUNTED EVERY 10' ON CONDUIT OR *EE 3<4 COMBINER SOLAR za:2 ,Flg 002 Orm 01 1-02 2 % mEg 922 0 LO EC/) du, N ZOO JU.1 4- MAIN SERVICE 1. C SERVICE METER METER SOCKET DISCONNECT _|-0--0- | WARNING 1 THIS SERVICE METER IS ALSO SERVED BY A PHOTOVOLTAIC SYSTEM PV POWER MAX AC OUTPUT NOMINAL OPERATING AC VOLTAGE 240 VOLTS RATED OPERATING CURRENT 16 AMPS ON El AC F//P//1 i BOX PV - - PANELS ELECTRICAL SHOCK HAZARD. DO NOT EQQ:221-il BOTH THE LINE AND LOAD SIDES MAY TOUCH TERMINALS. TERMINALS ON BE ENERGIZED IN THE OPEN POSITION INVERTER WARNING e IIJ IF GROUND FAULT IS INDICATED ELECTRIC SHOCK HAZARD. DC NORMALLY GROUNDED DISCONNECT CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED OFF 36" to 75" above the floor or grade level to center of performance meters (IF APPLICABLE) WARNING PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE This label is to be located adjacent to the PV breaker 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. (SEIE SAMPLE DIRECTORY IF APPLICABLE) Recommended signage or labeling specification5 A, Red background with white lettering B. 3/8" letter height C. All capital letters D. Arial or similar font E. Weather resistant material (i.e engraved plastic) Project Golden Sheet Date 12/3/2013 Scale As Noted PV5 C % <0 INU. 1 US; ¥101.11/ loWL• Drawn By MTL Virtus® Module Ren-ReneS•¥11'lus® -250% 255W, 260W 39.1 Inches 1.6 inches 37.4 inches -71 I .1000W/m? -UaL 2&£artz/1 · & JUNCTION BOXI ORA'NHCLE - 25OW, 255W, 260W -I -I- -I-------- 8 . 800VWn? Dimpnsions 1 V Curves Virtus® Module 64.6 inches 10- 6 - 600VWrn' 4-400VWrn' 2 2 - h 2-200W/m' l Emciency 12 High Module Conversion Efficiencies 2.00116- /MM7 0..n h ----------i------------- 0 1 , 1 1 . , , , 1 , 1 ,A\\\\ , 0 5 10 15 20 25 30 35 400-7-27 -easy & quick,1 ,Easy Installation and Handling for Various Applications \ 8 · 025...3. N5TALUNGICU 1G·031"XO.14- -Imill Voltage M Efficiency at Varied Irradiation Irradiance 200W/n,2 400W/m2 600W/rr,2 800W/ne 1000W/m2 Drawing Only for Reference Efficiency 15.7%16.056 16.1%16.1%16.096 2400/8 - f 540(Pa- 2.L - Mechanical Load Capability of up to 5400 Pa Electrical Characteristics STC JC25OM-24/Bbv JC255M-24/Bbv JC26OM-24/Bbv Maximum Power {Prnax)250 W 255 W 260 W Power Tolerance 0 - +SW 0-+SW 0 - +5W Conforms with IEC 61215:2005,Module Efficiency 15.456 15.7%16.056 Maximum Power Current (Imp)8.29A 8.43A 8.56 AIEC 61730: 2004, UL 1703 PV Standards Maximum Power Voltage (Vmp)30.2 V 30.3 V 30.4 V Short Circuit Current (Isc)8.84 A 8.98 A 9.09A Open Circuit Voltage (Voc)37.3V 37.4 V 37.6 V f ,<a 1 Values at Standard Test Conditions STC Mir Mass AM1.5, trradiance 1000W/m' , Cell Temperature 25°C) (safety&Fire,J! Application Class A, Safety Class 11, Fire Rating C ®-year C Certificati¤d 1509001, OHSAS18001, ISO14001 Certified Electrical Characteristics NOCT ]C250M-24/Bbv JC255M-24/Bbv JC260M-24/Bbv Maximum Power (Pmax)186 W 189 W Maximum Power Current (Imp)6.59 A 6.69 A Maximum Power Voltage {Vmp)28.2 V 28.2V Short Circuit Current (Isc)7.13A 7.20A Open Circuit Voltage (Voc)35.0 V 35.0 V Values at Normal Operating Cell Temperature, trradiance of 800 W/mi, 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 Characteristics 1 -0 J * material & C»workmanship 100%-I 95% - 90% -Added Value 85% - 80% 0% 01 5 10 15 20 25 YEAR Cell Type Glass Frame Junction Box Dimension Output Cable 4 Weight Installation Hole Location 6 inches Virtus®, 60 (6x10) 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 U AWG, 39.4 inches 40.8 lbs See Drawing Above Temperature Coefficient of Voc -0.29,Irc Temperature Coefficient of Isc 0.0496rc Temperature Coefficient of Pmax -0.3996/©C Nominal Operating Cell Temperature (NOCT)45'Ci 2'C 415-year Maximum Ratings Container 29 GP 4v GP 40' HQ Operating Temperature -40°F-+185'F linear power e Pallets per Container 12 28 28 Maximum System Voltage 1000VDC (EU) / 600VDC {US)output V Pieces per Container 300 700 770 Maximum Series Fuse Rating 20A (EU) / ZOA (US) R No: Knos/7013.09 ·Contact Renesoli for tole.nce specinc,tlon CAUTION: A,1.4// rewerved. De'l andj 5pedkation ire wblect to,h./ wthout prk, flotice. APPROVED PRODUCT ..4/c® ') Cm 00;4 41* A WEYCLE USTED 6 .-1,2 N l \_/ Intertek ./. ReneSola.com 93*NIEZin®im En[DE Omka[D€MRIDQ@ %)41131*IME (jg113(*INNID® @NM0(m¤DQ@ It€Wl[WA'Billf-Wil:1147-IliUIDJOi PVI-3.0-TL PVI-3.6-TL PVI-3.8-TL PVI-4.2-TL GEI\IERAL SPECIFICATIONS The mostcommon residential inverter istle ideal size foran averaae- sized family home. This family of single-phase string inverter complements the typical number of rooftop solar paneis, allowing home-owners to get the most efficient energy harvesting for the size of the property.This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental sonditions, One of the key benefits of the Uno family of single-phase inverters is the dual input section to process two' strings with independent MPPT especially useful for rooftop installations with two different orientations (ie East and West). The high speed MPPT offers real-time power tracking and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. *. I I 11' I , -- 0 *:ch z #480. , F '1 9 im=&* @®tU] {r@% Nomel Output Fiwer _ Maximum Output Power Rated Grid AC Voltage [ 1Bput Side {DC) Numberof Independent MPPT Channels Maximum Usable Power for Each Channel Absolute Maximum Voltage (Vmax) Start- Up Voltage {Vstart) Full Power MPPTVottage Range Operating MPPT Voltage Range MaxiEum Curre11*rna,Q forboth MPPIkeME"el Maximum Usable Current per Channel Maximum Short Circuit Current Limit per Channel Number of Wire Landing Terminals Per Channel Array Wiring Termination Output Side (AC) Grid ConnectionType Miusnagievoliaaeul,I,gglymMmalll Grid Freque,xy Arlmitahlp Grirl Frenitenry Ran,le Maximum Current (lacmax) Power Factor Total Harmonic Distortion At Rated Power Grid Wiring Termination Type l™*tinn npvirp, Input Revme Volailly Proteellon n.,-·-„19,0 9,-te,tion TW, P-9 Array Gr#und Fault-Oetectimi Output Anti 1,!inlin, Pritaltim External Ae DOD Rating 8.e.-U,|luge Piule•.ikm Twe [ Efficiency Maximum Efficiency CEC Efficiency Operating Performance NightTime Consumption Stand By Consumption Cpmmunication User-Interface Remote Monitoring (lxRS485 incl.) Wire# Local Monito,ing (lxRS485 ind.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range Ambient AIr Storage Temperature Range RelEMve Humidity_ Ainti.il, Ilul,n r,i,1.il,u, 1 •0•1 Mulm,im Ap•i,*Ing Altlt, J.,•,1,6.i,t Ae,at!,t, Mechanical Specifications Endosure rating Coollog DimensionAH *Wx[ii W 3000 3600 3300 3800 1 4200 W 3000 3300'33002 3600 40002 40002 3300 3800 42002 4200 46002 1 4600' V 208 240 177 208 240 277 208 240 277 :208 240 277 2 2 2 2 W 2000 3000 | 3000 I 3000 V 600 V 200 (adj. 120-350) V 160-530 | 120-530 140-530 140-530 V 0.7Wstart-580 (>= 90V) A 20 32 32 32 A 10 16 16 16 A 12.5 20.0 20.0 20.0 2 pairs Terminal block, Pressure Clamp, AWG10-AWG4 Split- 1 Split-10/2W 10/2W Split-10/2W 10/2W10/2,1, 0aw 1 10/2W 10/ZW 0BW 0/3W --_, 1 0/3W , Split- 10/2¥J ixi-2/x )11_79 1 9,1.414 ]_181.'/71(Tul™-1 'A+Fil )Al.l,R Elll:W 1,IA.lA , 101.110 1 511.'MA #AA MA 5 60 H, 97 6ns ARMs 14.5 | 14.5 | 12.0 | 17.2 i 16.0 1 16.0 1 16.0 1 16.0 1 16.0 1 20.0 1 20.0 1 20.0 > 0.995 % <2 Terminal block, Pressure Clamp AWG10 - AWG4 Yes VU,iJAI, 2 fUI LUL|, L|lu,1111| --7 _ ----- -- -PA :tan wpltigo and dynami• Crel {neqwirca rloatine Array,) Mieu U L 1 911'itC 1 347 Iequltell,el lu Am' | 20 | 20 | 15 | 25 | 20 | 20 | 20 | 20 | 20 1 25 1 25 , 25 i Vallim/,UL, -LUL,-W % | 96.9 | 97 | 97 97 % 96 WRIAS <0.6 WRMS <8 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-R&485_232 (opt), PVI-DESKTOP (opt) P\+DESKTOP (opt.) with PWRADIOMODULE (opt.) CF ('C)-13 to +140 (-25 to +60) with derating above 122 (50) °F (°O -40 10176 (-40 to +80) %RH 0-100 condensing VU 6560 (2000] NEMA4X Natural Convection in (mm) -33.h xil.8.7 (859 x 325 x 222) • 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 • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy ttarvesting• Flat efficiency curves ensure high efficikcy at all output levels ensuring consistent and stable performance across the entire input voltage and outl)ut power range • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions • Integrated DC disconnect switch in compliance with international Standards (-S Version) • 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) AM-RERNIEIN Weight Ib (kq) E'eeing-Weight--_..... ... Mounting System Conduit Connections' DC Switch Rating{Per Contact)KAI 1 Safety Isolation Level SafiGand EMCB€d,rd Safity-Ap/Gval ' Warenty Standard Warranty years Extended Warranty years Available Models Standard - Without DC Swtich and Wiring Box Standard-With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter •Atl data is subject to change without notice 2Capability enabled at nominal AC volmge and with sufficient DC poweravailable 'Whan an,Iinng,1 with nptinnal TY- nifit,h irrl lifirin g enw <47.3(21.3) < 60 (27.01 illl braiket Trade size KOs: (2ea x 1/21 and (2ea x 1 -1/41 3 places side, front, rear) Side: (2) plugged 3/4-openings, (2) Concentric EKOs 3/41 1- ·' Back: (4) Concentric EKOs 3/4',1 ' 25/600 Transformerless (Floating Array) UL 1741, CSA - (22.2 N. 107.1-01, UL1998 UL16998, FCC Part 15 Class B <CSAL 10 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US P\+4.2-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-3.8-OUTD-S-US PVM.2-OUTD-S-US PVI-3.0-OUT[)-S-US-A PVI-3.6-OUTD-S-US-A PVI-3.8-OUTD-S-US-A PV}-4.2-OUT[)-S-US-A Basib GINR \- Bulk pulku!1111!1 'lleuits Uuslel blulkliig ullililies, les3 puikugilly wuble ulll| 4 uitlei, mui e Luii,ci,ic,il 1 Laboratory Tested FastJackinstollation.Everything in the photo below is shipped in o redoseable box for storoge of extra ports Vertical Pullout!808 lbs · The Fast Jack® is available in four convenient sizes. / Side Axial Pullout!*All sizes are packaged in quantities of 18 per box: - 7/-3.--7 - ...7 V.-1. 7.--= . -- - Patent #6,360,491 Flashable Roof Stanchion FasUack® FJ-300-18 The patented design of the FosIJack® con be easily expressed as the most innovative, efficient For Ootey® slyle flashings and cost-effective tool of it's kind! Between the precision INC machined base and stanchion along with strict engineering and 9 material standards, the Fasuack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (induded)! Four Sizes Available! 4%*C.AE;&'3" High Part# FJ-300-18 1,,7*'*-, For low profile installations using 0otey® flashings (for composition shingle roof-tops)Fasdack® FJ-45O-18 41/2" High Part# FJ 45018 ful stuilduld liel!1111 flulilitu, For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ-600-18 ,3 I - I.For standard Hashings (tor flai tile roollops] ...71/2" Hiah Part# El 750 18 .... for standard Hoihings (sized for S.{urve tile roots and/or double Hashed installations) *Tlie Fusl Julk@ desly i h w.icil ui,Jei lul. 06,360,491 . Using leo. 5/16" x 11/2" Log Bolt 1. . 18 18 i jE-19>it-99398>i'31 'il F«F' 46, 419«3 410 4. 1 K= V = D- , = 0 - = 9w wum 111'Ang. 1,1-943 ff) ip, 4?2? 3?D %9 Easy Installation: - 1" Round Posts (3", 41/2", 6" or 7-1/2" tall) - Threaded bases 18 - 3/8" x 3/4" SS Hex Bolts 18 - 3/8" SS Flot washers 18 - 5/16" x 3" SS lag bolts 18 - 5/16" SS Flat Washers Amm gh @zinnia,Ang/brvaRMI" (1*&1)\\ USED FOR MOUNTING: • Photovoltak Solar Panels • Solar Thermal Panels • Communication Equipment • Virtunlly nnything needing structural attachment to o roof! professional SOLAR products * (805) 486-4700 (805) 486-4799-fax 1551 5. Rose Ave. Oxnard, CA 93033 View more i,0 on our wdsite at: 7099.pi'osol,tncom © Professionol Solar Products, Inc. March 2006. U. Commoroial FastJack® ale available (rated at 4,250 ibs.) Easy insitallationBenefits of the FastJack® of flashings on 3/8" x 3/4" 3/8" SS • Removoble post makes installation on existing Flat Washer roofs/retrofit quick and easy (refer to the illustration existing roof-lops SS Hex Bolt *4 to the rightl Sue levelie lul Illwollullum Illyuly • Patented design locoles the log bolt dindly lie posi Lui i be under the stonchion providing superior strength vnliter Standord & Ootey® Floshings istalled through ilip over thr. hose ond under thc Ihc top of the • Fast & easy to install - saves time and lobor delicate shingle flushingcostsli .7i:f.i6. • Precision machined from extnided aluminum, there ore no welds to corrode or break C --- • Significantly lighter than steel for imtaller X=Z convenience and reduced shipping costs. 5Mb" X 3-'1/.2 • Integrated drill guide insures perfect pilot holes SS Lag Bolt ""4b every time - minimizes the possibility ol splitting roof rafters /41 -1 • Base design allows virtually any roof Hashing to install flat on tile roof deck Email us foT more il¢brmation prosolar@prosolar.com 1 ir Step 7: Sea/filhing around the post to waterproof 1 1 1 kix- threhded Fast Jack Base 1 .3-0/1 Flnshing Template Available for Oatey (Pictured) and standard flashings. Makes cutting in d peifed flabliliiy wasy aild painless! Kit includes Fast .leck pnst threarlgr with knob Ci tep 6% Using a wrench, secure post into Base 0 D 1 - 7- ) 1-1 4 til uj Norjo f 644