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HomeMy WebLinkAboutSUBMITTED PAPERSR. Permit Date: Fee :D��UW_ St. Lucie County Building & Zonin.g 2360 Virginia Avenue Ft. Pierce, FL 34982-5652 OC Tel..561-462-1553 SPECIALTY PERMIT APPLICATION �6 01 FINAL -5ObX.t,�4 U)CqLA 12 Electrical 12 Plumbing 0 HVAC 0. Fence. 0 Shed 0 Demolition 0 Gas 0 Siding See nage 2 for instructions and additional paperwork requiredfor specialty permits 1. Location/Site Address: 2. Parcel -ID Number: Sectio n FT_�owp�hi­ Range Map Page I Zonin Land Use - 1Qh1ls - -:R _P 7P I I Afi _,4. 4JR�d BOT WCIL�_" 3. Description of Projector Work Activit_y: SOLAR P4qQL HEATING SYSTEM 4. Owners Information 5. Contractors Information Name: )a F-h-v FLReg/Cert#: r-FrOSRO . 68 Address: -A, I) County Cert#: 19738 city: State: ,_J BusinessName: TRYON PLUMBING INC Ta 4 Phone _T sooz) -0187 Zip:' q Phone 465�-0284 Fax 465 6. Value of Construction: $ nd, that all work will be done OWNEWS'AFFIDAVff: I c6rtifY that all of the information contained in this applicatiori is correct a in compliance with all applicable laws regulating construction PRINT QUALIFIERSIOWNERS NAME SIGNATURE OF QUA IFIERIOW�ER -1-tvAY OF STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME TIfl$ I �__, 20!_QBY HO IS PERSONALLY KNOWN TO ME OR WHO.HAS PRODUCED AS IDENTIFICATION. Ak n Q�) (2,S (Seal) SIGNATURErF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTA 1C COMMISSION NUMBER cply % "0 C_ Public State of F!Oid. Notary Public State qf F!orid� M r L Iry De a a A ia ael - a P ul s Maelia De Paula Arias PAY Comm' � 0 n DD,3527_51 s i 1�4y �Ommls�iqn DD852751 St. Lucie County Specialty �,crniit Application rev. 8/25/05 drng , �,p 0 Expires 03/28/2()13 M41 Jan 18 12 1 1:48a. TRYON PLUM B,'Nr-& SOLAR 77- '35-0137 PA, ,79 SErli i. SMITH, C )F THE CIRCUIT COURT — SAINT LTJCIE COV, FILt 0'3�65406; ORILi. 3355 PACE 1431, Racorded 01/17/2012 at 02:00 2M iLu% L NMCR0W-CQMZNQF—MFNj 7ho UndMiNrod hrj0bY$JVtd 60tite thal. injmvv;q=t Will bo nkfift joebbb Ira] Vopcq. mW ill aowrdmDm vAt 71,. h ckWW I Mmmmm;�—taa -jr�L 2. GEMMAJAMSCREnWX OP DKI 3-6WMMPGM3MAW0K.. 4L irAmnsdin 4. S-SUREM KANZ AWnSS AM ]MOM NUMARR AMUNDAMOUNT; ,6. LENDEms mAw., Amom AND nwNx mmum. 7. Penthu wiMn tho SLain cE FIrmida drjdznwc4 by 0-m Wo orb= nod= orqdWdmrocmt6 immy be mrvcd a& prGvi&d by NAMJLA61MMAPMPMNEMMML &bmM- D5 hiinIiali'm hemelf, Owncr d:*j'pt(4c;; Lho rolowdug fM nzrjYV A Wry OfftlIMWE K[PtilM AM pvw4idcd irk &WOR 713.13 (1)(b), Floda Smmxa; NAMI; ADORM ANP rHONE MMWJL- 9, Mplimption date, of nodm urLmmmmwmuw4 (pbo expirid on dma Ja I yur ftrq dw det ofrocoidi" un! = a diffmant doe ia VC04— . 2D-- --.. A 4( :N�� - � ------- - -T=Kma Lomtk 6*01KWk 0WW tw VrW Nam am hvn& spogm7ls 7nbm)mm Owner% "thqrizW 0aictrAXnvow/rarhmm-M cu.W J4 (NW= Of pomrk� rrypu ofaudichrily ... a.$. &Nmer. offimr, bwmm, suarmy 1p too F;;;V!e n � ( J� (Narmo cfputy an behalf of whom Imftrefti wo extIeutan R�JyKoown--- 'm V W"miukhoomills upit" ou"Is CMmWdN&=43fNDL&cyPubW) (sipa4ug of FobU) N-wy ; QodcrpmWics orpt�my, I ftcloat dukc I have roW the hmi;ping and 0* Meta= in it" im to tho bom of my M&wWp &W belid4m4on 92.525. llod& Slituvmii� 8kvmftL") ot Ommr(g) -W Owpmm�*)' Authurbwd who ai=W abmc B�a-'PAII p—mmat—W STATE Of FLORIDA RET LUCIC COUCY Date: - �W-1 Florida Building Code Online Page 1 of 2 LQ2 in Approval Public User fit 511k- I - Hot Submit -Stats &I FBC BCIS Publications 5ite Link-s. Search. Facts staff M kip - Product Manufhcturer A 4M IN K Address/PhonetEmail 7Na Ir J (800) 874-2190 dean@aetsolar.com Authorized Signature Dean Vfllalva dew@ ,aetsolar.coru Technical Representative Address/Phone/Email FILE COP Quality Assurance Representative k Address/Phone/Email it I /- 0 Oq(, Category Roofin ' g Subcategory Products Introduced as a Result ofNew Technology Compliance Method Certification Mark or Listing Certification Agency IAPM0 ES Validated By James L. Buckner, P-E. at CBUC& Inc. - . Validation Checklist - Hardcopy Received Referenced Standard and Yeu (of Standard) Standa ASTM E330 TAS 202 Year 2002 1994 Equivalence of Product Standards CerfifiedBy Florida Licensed Professional Engineer or Architect YU2981 Rl._Eqp.iv ASTM E330 Equavalency.pff mhtml:file://CADocuznents and Settings\ROBERT\1\4y DocumentsTlorida Building Code 0... 9/812010 r,ionaa tsuliamg uoae unune rage 2 ot 2 Product Approval Method Method I Option A Date Submitted 11/09/2009 Date Validated 12/15/2009 Date Pending FBC Approval 11/14/2009 Date Approved 12/18/2009 Q.­_ nrPradval4c It # Model, Number or Name FD;;cription 12981.1 V�S cries Rooftop Solar AE - Series Collectors AE-21, AE-24, AE-26, AE-28, AE-32, AE-40 Limits of Use Certification Agency Certificate Approved for use in HVHZ-. Yes FL.12.981. R1 C CAC-I.APMO-S-5.038 2010.r)df Approved for use outside HVHZ: Yes Quality rance Contract Expiration Date Impact Resistant: N/A 12/31/2010 Design Pressure: +51J-51 Installation Instructions Other. FL12981 RI 11 AE Series Installatio-ri rl.pdf` —Do Verified By-: K-i—m-4-94-9-7 Created by Independent Third Party: Yes Evaluation Reports FL 12981 R I AE AET Eval Report.pdf -dent Or ea-ted �j iridkp e-n Third Party- Yes MSC Series Rooftop Solar MSC - Series Collectors MSC-21, MSC-24, MSC-26, MSC-28, MSC-32, MSC40 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12981 R.1 C CAC lAPM0 S-5038 2010.pAf Approved for use outside HVHZ: Yes Quality kisur-ance C*o-ntract Expira tilon' Date Impact Resistant. N/A 12/31/2010 Design Pressure: +511-51 ]Installation Instructions Other: F1,12981-RI. I.I-MS.C.Se.ri.es,-I.n-st.allat.i.on.r.-I..j)df Verified By: Do Kim 49497 Created by Independent Third Party: Yes Evaluation Reports FL12981 RI AE AET Eval Report.p4f Created by Independent Third Party: Yes -Back. Next Department of Community Affizirs Flonda Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahaysee, Flopida 32399-2100 (850) 487-1824, Fax (850) 414-8436 0 2000-2010 The State of Florida. All rights reserved. Privacy Statemelit I Copyright Statement I Accessibility Statement I Plug'7in Soffivare I Custo r Service Survey I Contactus Product Approval Accepts: * MI NA EE IM mhftnl:file:HCADocuments and Settings\ROBERT\My DocumentsTlorida Building Code 0... 9/8/2010 jz�LjJZQUU USIZZ rds Ajals0z'", "In -F- SOLAR ENERGY CENTrn LORIDA MDA 32922-57,03 t321) 638-1000 1679 CLEARLAKE ftUADS CCCop- rL0 - AppFoved Solar EnergY - SY-StO.M 2006 Approval Date: QCT FSEC # S 8208 SYSTERA Ord I nicaj I OR AqUaVMM Saw SUPPIT 2213 Andros Larks F ,ort MVOM. F401ida 33912 Energy r -the Flodda 'On= (FSEC) in Wwrdancs with TWS system was- evalLumsd by the Rodda SOW I (FSEC_Gp-7-80) and was found oram r-or Solar-oomestw wam and pool Heating ftmms Standards Prc eswbrLshed by FSEC. : - Southic'mWal TO meet IhO mhfunum standarcls, . Marih - f" ttds sys"M aw. 3.1 The cWcuwtad Flands Encrgy f;actors r% v49%+;nn - I MM .1 i io-D —*a W r N Is -M-4: -" �Ww Ma" NUMDOF cup so C-1 SE62-80MMSS go- P'numican WaW licaurs powar Draw MUM) Rated Povwj Madei mumber U63 Inc- 3- 4. Number TVPe.' model 45) 8�� V �61 M .2- y1flo'd Solar Fnew POWCUM 1. ThornaMt Werated freme PrOWC'60n IrdVO 2. ManLad cirain down 3. Mainr Compoften" 2- if tu-ther Informadon is MqLr6dVQU may Wnum the-Rorlda Sollki Eogrgy CaMr at the above address. SUMMARY INFORMATION SHEET - FLOMDA SOLM ENERGY ceffER (W)6W10W tofu %a— — - .MWIFACTURER fjovember 2OD2 F3W#W090N Altemate EnefW Tdchn*Wles- LLC 1057 N. Elrra Road, Urdt4 jadCSorr,qjje. Flodda. 32254 -bed nw#wWk,.awvwasfbwW to meet the E.WCenWWSEQInacc0V&".Vftpmscn hja"d3jqTeS*VCarnda 1Sew&udedbyth13FIwId%90I"I iesispedonnedalsiaBodyDOW This s018f C098ctDrTfi by FSM IV, W,1knowwasbasedonsalmCcOdOrl and*1aWGI0wv*ucbw0n1y Thefeat&M fw1*wM.tafflWdsestdfthed 't6"effyMWPwW0="C*xW=M Inc., Mwswwga.0nIwW Cafada. MWP01P105a~WU ,,,W,Wonisnmaguardate0otwetennpadbmmmardurabOy Gwo Length Gms INIdth Gross Depth GrmAwa Tran,spawnt Ffonjal AM Volumetft CapacftV weigm (empty) Recommnded 1qow Re's Test Pie-qsufG Numb" of Cover Plates Flow PONSM Number of fjow Td3es 3.080 mews 12M moms 0�m nuors &6w squwe meb"s 3.482 squWe MW-0" &I wars 6rL7 klograw 76 mUs 1103 kPag one Param Ten back Enckan AhMtm= Gla4bg Twnpemd low imn &M OAD cn1 thick Absorber CA)pperbd)esweWedtD1C0PPer*iS AbsodwC-1fMg "38l8jC=fiVW8Cp008Wftwx�.� 32 Gin *r-k .1-4a-ft FM C— 10.10 fee a.94 feet 0.26 feet 49-79 SQuaw feet 197-48 squaw fee 1.6 OWN 147.0 pounds 1.2 9I)m 160 PS19 Fowed CkCUWM Te;iedperASHW 93-19M KTa-1.0-0-19 Incident Angle MOMer (CO* Etriciency Equations 72.0 - 88 ri 7P-O - 501 Cr-Tayl - 1605 fmt-Tayw 70.4 - 61 70.4 - 346 (r,-Tap ���J)fj �aw V �8� (fl-TaA (1711-Thyl - so unft of R'Lf f(TI-Taff are -F I B#Ar-ft2 -r,,,jS0WeawWava8bIff Til.CIDIWCWhW�b'n"MdforeMWGUlpdon dftfttwWd oVerajottoWpedcd- f., the awidaid day is 5045 WM4=MW (16W OW" based antlo second-oWwafficIBMW Our" am otdpa eneW ~ fOr #ft GoVacW awwoutput CONOWTOMPWAM 44.3W "610WSSMW Low TemperatuM. WC (95n 363.3W IMpioLdedday ,.,.MOMS TewWeraftM SWC (12rF) lzgw xmmjwft L.r-%.,r;amnPrnhfiP- 10VC; ?-12!n Iir—=FeMNGE 00081N RATIM 42.ow Bkdday 34.400 Miday 11,600 Btulday ti LIU ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS TYPICAL INSTALLATION DETAIL (FLAT WOOD FRAME ROOF) INSTALLATION REQUIREMENTS THESE INSTALLATION DRAWINGS DETAIL THE STRUCTURAL INSTALLATION REQUIREMENTS FOR THE AE-SERIES SOLAR WATER HEATING OOLLECtORS MANUFACTURED BY ALTERNATE ENERGY TE014NOLOGIES ON RESIDENTIAL AND LIGHT COMMERCIAL SUILDINGSOF FRAMED CONSTRUCTION THE INSTALLATION REQUIRES HARDWARE PROMDED BY THE SOLAR COLLECTOR MANUFACTURER AS INDICATED HEREIN TO BE UTILrZED TO ATTACH THE SOLAR COLLECTORS TO THE BUILDING IN ACCORDANCE WITH THESE DRAW NGS. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGSIS FOR THE INSTALLATION OF THE SELOWUSTEDAE-SERIES SOLAR COLLEOTORSON RESIDENTIALAND LIGHT COMMERCIAL BUILDINGS WITH FLAT OR SLOPED ROOFS SUBJECTED TOA MAMMUM UPLIFT PRESSURE OF 51 POU14DS PER SQUARE FOOT M, FOR NEWOON07RUOTION THE DESIGNER SHALL CONSIDER THE SOLAR COLLEOTORS WH;N DESIGNING THE ROOF STRUCTURE FOR EMSTING BUILDINGS, THE ROOF AREA WHERE THE SOLAR COLLECTOR11AREY0 BE INSTALLED SHALLSE PROHIBITED FROM ADDING ANY FUTURE ROOF LOADS UNLESS ALLOWED BYA LICENSED DESIGN PROFESSIONAL THE DESIGN OF THIS INSTALLATION 18 BASED ON REQUIREMENTS OF THE 2WT FLORIDA BUILDING CODEV412009 SUPPLEMENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH TAB 202-04AMU E $30 ALL ALUMINUM 6TRUOTLIRAL MEMBERS TO BE 6051-TO. ALLSTRUMRAL STEEL MEMBERSTO BE LOWCARBON GALVANIZED STEEL AND ALL HARDWARE (BOLTS NUTS, 00) TO BE STAINLESS STEEL DESIGN WND PRESSU I I MA)UMUM SUCTION UPLIFT, 65H AE - SERES COLLECTON MODEL I ABSORBER WIDTH LENGTH AE-21 , 1. SELECTIVE $15lug" 85.187V AE-2 SELECTIVE —3riff— -fy-39m AE- Na 47181V -IR—TV AS-n' I SELECTIM 47109- -U1—eV AL-32 I BELimouve 471UF— -N.-18M = -n ?lVr- — —1-2i.19M DOCUMENT INDEX SHEET I DESCRIPTION i SOLAR COLLECTOR REQUIREMENTS SHEET INDEK 2 INOTALLATION DETAILS FLAT WOOD FRAME ROOF 3 INSTALLATION DETAILS SLOPED WOOD FRAME F0:0F]gZ1NGK 4 INSTILOrTION DETAILS SLOPED WOOD FRAME COF MLE) ROOF WLEI 6 INOLEXTIoN BEVAIL FOR WANDING SEAM Mm AL Kwr a INSTALLATION DETAIL FOR FIAT ROOF USING STANDOFF FRAMIE 7 MANUFACTURERS HAR13WAREAET SERIES MSC SOLAR COLLECTOR 0 PIN CONNECTIONS THROUGH THE ROOF MEMBRANE L MOUNTING HARDWAREALTERNATIVES ' ,o INSTALLATION DETAILSMTERNATE MOUNTING K6JMWRW-- DO KIM ASSOCIATC13 LLV PQWXIC= XOM mia msum V Hi 0 R Damn jcp c"lower. o" pasmom imim Ka P. am Z:' 06 LLO I, SHEET I VF.lO INSTALLATION DETAILS - FLAT WOOD FRAME ROOF ar-40 plialmo HEX NUT rxill ALUMI 8411AN81 TYPICAL INSTALLATION DETAIL (FLAT WOOD FRAME ROOF) D0 KIM ANSOCIATICS LL13 PO BOX IOU Fl:,,-,. 1.1,05. HN"MOUAT "M MOUNT CUP CUP 30%10FINI&M H SOX NWMWT twaximm dolicit9w URM"BORMITYL IlrTNR CAPOCA&W ROD AURM WALANT ur ORMCApecam TRANOULARM*UNIM 60 DRACYAT OPACIER TRIANOUIAR R Raw — (MAROURM BRAdWr wacRaw tjPA?4 WCORGIN MOCK BLOW W-lexf,wm rWaCRLW AWRA BLOCK A8 REQURED 1%-2-I=KAUORFftIIWlCltM to 631 Z-It0NAlXOA*A UrSCREN ATBAdHcpAMlUXX UJI TRAMOLLAR Mot#rM Ar Wa PAM . § lwxff DO= rxCOPANM&d'OO= WAINIMMMFLAT6 flo PFMH PO= DO ?ZV&FMNM 00 VOSM L=VkWER, rs2N9hf9atMAN*Ul ANDINW CONNECTION DETAIL VANUFACTUAIRSKMIDWAR11MRIMTO MOUNT ON PLAT—ALUSEPTICHPAN 18HOMLEELO" 9=0 L OM =UW CAP copm FL)WHINO ITUILTAP ROOM APPLY ORALANT ROOF FLASHING DETAIL APPLY RCOPMO SFALANT TOTHEUNDM011 OF THS PLASHINO aM PRIORTOINSTALIAMN CONNEMLQNMAIL i ALL L40UNTING HARDWARE (SCREWS NUTS AND BOVS) 01" SGSTAINLESS STEEL UNLESS NOTED OTHERVOSE. w FORMOURfORFUTTROM Ul8P=PAN PMOITTAILB110" 2 SPACER BLOCKS SHALL BE INSTALLED WITHIN TOFTHE THRU43OLT Vul*sr.- Kp CHIMUDIVA OW 3 WHEN THRU-BOLT 18 WITHIN V OF A RAFTM ONLY ONE SPACER S=KWLL BE 7� nu� —ma REQUIRED ON THE OPPOSITE SIDE OP THE SOLT AWAY FROM THE RAFTER OAIR al lrznmzomRw aftmexwet"M 7RMqGULAA WAINUM391154 MOUNTING 4 T= SPACER BLOCKS ARE RMUI RED WHEN THE BOLT IS MORE TKAN 2' �ROM THE mcw RAFTER PM PAN PITCH 6 WHEN THE MOUNTING PROVISIONS OF AD.IACENT COLUMTORS AR12 INSTAWED SIDE F U 6ORD Of 41% ME 3pt 4% 0 BY SIDE AND THE 7HRU43OLTS ARE I IM OR MORE APART, IT WILL BE NECESSARY TO A&REOUMM HAVEAT LEM ONE SPACER SLOCK(OR RAFTER) BETWEEN SOLTS DO UA a SEALANTS ARE REQUIRED BETWEEN MOUNTING SLOCKAND SHINGLESISHEATHING BOLT HOLES SHALL BE SEALED To PREVENT MC31STURE PENETRATION RAFTER memo" -art 7 UrEM ANGLE SPANNER (2- X Z X 2MV) MAY BE SUBSTITUTED FOR WOOD SPANNER PITCH PAN DETAIL HEX CAP SCR& LENGTH VARIES MTN ROOF CONSTRUCTION AND SPANNM DESIG, orawng No. - 0908 11 INSTALLATION DETAILS - SLOPED WOOD FRAME ROOF wrxam Row ROOF FLASHING DerAILL WOOD TRUM TYPICAL INSTALLATION DETAIL ONCLINED SHINGLA ROOF) ""gum &Wvf;w aw?mf mallmoumf CUP st,r-mxvzm w9cm *V6tbX,r HEX CAP SCREW CONNKMRU DfffiL MING MAPAWAOTURGROWSONAM FORPAR411ELMOMON =FXQ ROOF& F6W?W lirTIIRMDROD .... R CRMXWaCFtW TAIAMLAR MOMM (41TAIRLENCIML) NAMW ROOF SPACER sgeTK)Nyir.wkA ""Im SPANNeRCETAIL :i- 2- t= MLI OR MI M WREM Ar&.CKRA"ER rx C 15PANNOR 11VOC KAMM OTAINLEGG GTEELFLAT- rxrSPANNEA(WCOWrERSI ypsm I.Myosm nXIISIrSTMANGLEOPANNER ANDNW I ALL MOUNTING HARDWARE (SCREWS NLM AND SOLTO) SHALL82STAINLEN STIERL UNLESS NOTEDOTHERWISE 2 SPACER 13LOOKS SHALL BE INSTALLEDWiTHIN 11 OF THETHRU.EOLT 3 WMTHRU-BOLTISWTH[Ng!OFARAPM,CNLYONeSPAC4iRBLOGKV41LLBE REQUIRED ON THE OPPOSITE SIDE OFTHS SOLT AWAY FROM THE RAFnm 4 TV40 SPACER BLOCKS ARE REQUIRED WHEN THE SOLT IS MORE THAN 2 FROM THE RAFTER WHEN THU MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SOS BY SIDE AND THE THRU-BOLTS ARE I 112'ORMOREAPART.rrWLLBENECES&WTO HAVRAT LEAST ONE SPACER BLOOK(OR RAFTER) BETWEEN BOLTS a SEALANT ARE REQUIRED BETWEEN MOUNTING SLOCKAND SHINGLEWSHSATHING BOLT HOLE13 SHALL BE SEALED TO PREVENT MOISTURE PENETRATION 7 STEELANGLE SPANNER (r X 2- XSHW) MAY SESUBSTRUTED FOR WOOD SPANNER " HM(CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNiR DESIG. DO KIM AGISOCIATER- LU3 U 1- .1 L 7" moultim Tamp., NAMPO ft 661 Fm '%v= R La i.:o WA N -7.--., - Lmmr,'- INSTALLATION DETAILS - SLOPED WOOD FRAME TILE ROOF DO KIM 8 A8913CIATEIS LL rxrxlm AMIMUMPIA78 9. (SAMPLA7q WELD "10ArUNUMFlPS0WCW ALL We WIVORI)VAM ANCURC ow ma" a= liz o3wxIff ALUMWLN RATO I'Doxfow yff n330 TOR Tr4mm I= A 2740M WANOOFF DM CLAYTRZ now WOOD TRm TYPICAL INSTALLATION DETAIL (INMJNPTUROOF) 40 TR mmamouw aw fte-liaxiorm illo— wfoRm ODNNECTION MAIL, USINWAWAMIROWWRIMM FORPARAUMMOMON swmRom r. oxf Hex Ul= 19PURFAVIMAW callote"Irm _ 3mr."p. (STAMMOISM C —y MAMRSO) LAY AW StANDOFFSPAM TILES SECTION VIEWA:A SPANNER DETAIL 2-tOtIVALSORNd Iff8MM --' N A7 Em PARM 6PAGERG= GTA 2-ACSPANNIERIUM W41 I. ft AM&MO .ar�311rrn aaWM W"HER LOCKVOSWA AND MM I ALL MOUNT1 NO HARDWARE (SCREWS. NUTS AND BOLTS) OMLL BE STAINLESS WOOL UNLESS NOTED OTHERWISE 2 SPACER BLOOKS VALL 59 INSTALLED WITHIN VCP TH13THRLLSOLT 3 WHEN TKRU-SOLT IS WTHIN 2'OF A RAFTER, ONLY ONE SPACER BLbCX WLL BE OPPOSITE &OF REQUIRED ON THE OF THE WLT AWAY FRCM THE RAFTER 4 TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2! FROM THE RAFTER 6 WHEN THE MOUNTING PROVISIONS OF ADJACENT COLUSUMS ARE INSTALLED SIDE BY SIDE AND TH S THRU-SOLTS ARE i lir OR MORE APAFrr, IT WLL OF NECEWRY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFrER) SEINNEEN SOLTS, a SEALANr ARE REQUIRED BETWEEN MOUNTING BLOCKAND SHINGUESISHEATHING BOLT HOLES SHALL BE SEALED TO PREVElfr MOISTURE PENETRATION 7 STIEM ANGLE SPANNER IT X ZX 3flW) MAY BE SUBST=ED FOR WOOD SPANNER - HEX CAP SCREW LENGTH VAAISS WTH ROOF CONMUCnON AND SPANNER DESIG. voycomIcKpIlL nA. 'o 00101. T I- '&.cil 10MM9NO-090811 I INSIALLATION DETAILS - STANDING SEAM METAL ROOF WA= woo MCITAL ROOF TRUSS TYPICAL INSTALLATION DUTAIL (STANDING BEAM METAL ROOF) RAOX MOW wacFaym F WWASKM CUP CAPURLIN 3V6t6X&WHD9 3V6"N&WI CAPMEWVA C PML16VI n FLATWASOM CKANKL SS STMDIN38MM MAL RW (BUMNAM449NDW CONN9M DETAIL . WROVANUFACIURMWIDOW MRPARAM&MMWOM 09AMED WALROM DO KIM ASSODIATEEr LLC po"Xion ;Z753= Fw(813)374Wn 9 R. WFIATWASM AIT RACK MOMMM OaCLW QWM&MTALRW wwr4clum MR-24P%W Lu MUTLER A ROOF cacm 8 IMI E & 0 L %0!0 i ALL MOUNTING HARDWARE! (SCREV4 NUTS AND BOLTS) SHALL BE STAINLESS STEEL UNLESS NOTEDOTHERIMSE. 2 " CLAMP SELECTION TO BE AS RECOMMENDED BY THE CLAMP MANUFACTURER FOR THE METAL ROOFING PANELSMIFIED 3 SAFETY FACTOR FOR THE CLAMP SELECTION I87HE RESPONS18JUTY OF THE DESIGNER AND SHOULD 85 EMPLOYED AS APPROPRIATE 4 THE S-31 CLAMP IS BE BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS 3 SEAMED METAL ROOFING IS AS SPECIFIED By THE DESIGN ARCHITECT AND 18 TO BE CAPABLE OF HANDLING THE ADDITIONAL LOADS IMPOSED BY THE SOLAR COLLECTORS a SEAMED MErAL ROOFING TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION FASTENERS BE REQUIREM ENTS AND ONLY MAN UFACTURER APPROVED ARETO USED ouTLF-R, mR.24 STANDING BEAM METAL ROOFING SHOM FOR ILLUSTRATION PURPOS99 ON LY AND WILL VARY PER THE DESIGN ARCHITECTS RECOMMENDATION DmWng No. - 0908 111 INSTALLATION DETAIL$ - FLAT ROOF USING STANDOFF FRAME Pffm PAN Nom FRAMBIDIVIMOUgM FABRIQATEDTOMMSACH INWALIAMN REQWUW ANDISTONG&VANW) a =omrma PBMRMM WARMIONCENT13RUIR T09GUAA.RWPMW evamKOUTISTOS NOW"T"COLLEOU ARRAYVAMONgarm PaRWHAWITIONAL CoUlAtem TYPICAL INSTAUATION DETAIL (CONCRETE OR ME`rAL MWE ROOF) W-1811mmo mmur 4OLDER T 'comir �,U CAP COPP" FWGW�w F ROM APPLY ROOFING SPIANT ROOF FLASHING DETAIL APPLY RO0M4BAVXT7Q7M%V=RWD0 OF MEFLAMMINDMELPMATONVAILA71011 1-.4.1 Aulm S4UAR21 ilxl"xItrALUMNUMSMMYW ItYPICALTWO ftMES.W= WAY VARYWTHMOLINnNOMMP-TW) POSREQUIRIMPEREACHCOI.LWI)OR LEN"NOTTommro SHURE TO ITRUCTURRU81110 W44 HIMAPMUM FIAT =360=6"ERSAND =T0611RUMURAL ANOMOROMW ammoNTOCQUALOOMMOR MOWMNGHOMVAM WWWASONGALVARMWOM ,rx4.xllc.vmccuAffm FRAMSHOW MEW X VC REQUIN32833mTs 708ECURSEACHPAD WELOALL XWM HmNQUW Ae— OUP W-20XIO'HEX w8cm N_ 3W- $X4'= 11 CAP SCRE16V 316% a xi-WI'm MUM CONNECTION DETAIL MANUFACTURERS HAROWMFORTILTO U59PIUMPAN DE3 KIM ASS93CIATES L" PC Box Sam Tdff"FLMM To% Fix MUM I"um 0. vil7mamwRw 0 ORNEXCAPOORM tBTAINLESS onm3 BRACKET ROW BRAcat SYRUJTU Ra GRACER 4PArFA *ROW BLM 614m ug ATFAOHRAM ATSACHOPACCRIKOOK z to WASHM LMWASNER ANONUr SPANNER DETAIL THIS DETAIL FOR LIMITED APPLICATION AS A FUNCTION OF STRUCTURE THIS DETAIL INTENDED FOR LIGHT COMMERCIALAND, RESIDENTIAL INSTALLATIONSWTH ROOF SUPPORT STRUCTURE IN W OR 241 CIENTER8 OTHER SPACINGS A14D STRUCTURES WLL REQUIRE SnSPECIFIGANALYSM. sum Alaxwo HEX CAP SCREW LENGTH VARI ES VM ROOF CONSTRUCTION AND SPANNER DESIG IMTKNEAVISIDROD ORIOXCAPSORV? TRIAXQUIAR tMINUMSTE11) MOUNIINO pm Lwlmr PAN kUm":: *., T "—OPACa BREQUIRED m. wm MOSIER PITCH PAN MAIL Dravdno No. - 090811 FIGURE 1. COLLECTOR ATTACHMENT ($ECTIONVIRAIA.A) ?HftIll*NtLHWAMT0 0EcWm=xf9mHcmv=MNPQW NTH YNGTIMMULAR ==KIT A&MOMINW30VAl FIGURE2 ATTACHMENT HARDWARE mallmouff CUP 11C401419lipx CA05WEW W-19FDOW Hfxmff rX W-15X0HEX WSCPSN TRIANGULAA MOUMMA smom TKU3 'AUUPVAFtg'fQ 05FINUFMI) To ATTACH711111WARCTON T0714119MICTM LC MMYWHENUSNOTHRMURUCKU FIGURE I TILT W HARDVMRS KNOB MOUNT sm-Murm miliqNSIOD CAPGCFLW mtxwvr llxrmim --� '\— sz% amem ANINUM 111CHM GAUARSTUM CAP 3W-l6xlI4mHmc CAP 9011136Y kTFMWGlWM0UNnNl3 ZRAGW TW0"AS,CIJP&* ARE REWARD Xr EMM 00MUMN POW VAN SWAIM TWEL LEG AS 610M MW DUAL NOTES' THESE FIGURES SHOWTHE HARDWARE PROVIDED SY THIS MANUFACTURER THAT HAS UN09ROONP79VING AND SHALL BE UGMTOATrACHTtiESCLARCOLLMMRSMTHE STRUCTURE PROPERLY NO SURSTITUTIONS SHALL DEPERMITTEI) THE COLLECTOR ATTACHMENT SHALLSEAS INDICATED IN THE MANUFAMRERS INSTALLATION INSTRUCTIONS AND THESE CRAWINGS, THE AE CUPS THAT ARE ATTACHED TOTHE SOLAR COLLECTOR SHALL BE WTTNN V2 INCH OF THE INDICATED DISTANCE " LISTED BELOW THE COLLECTORS TO BE IN87ALLEO IN ACCORDANCE WITH THESE DRAWNGS INOWOME FOULOWINGAErMODELS. A040, LENGTH 121-MO. WIDTH 47-3MO ALL32 LENGTH 974% WIDTH 47-SMO AE-28, LENGTH SSWOi YMM 47-W15 AE-4 LEN12TH 774% WIDTH 47-VIC AS-24 LFNGTH0741AWOTHOW15 AC-21 LENGTH 05-NIAWIDTHMNIS STANDARD MOUNT tT��Rf THE COLLECTOR ATTACHMENT HARDWARE (AE-CUPS) SHALL BE MOUNTED ON THE LONG SIDES OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS BROWN IN THE ABOVE DIAGRAM FORALL MODELS THE LOCATION OF THE CUPS AT EACH CONNECTION POINT SMALL BE PLACED AT SPECIFIC POINTS ON ALL MODELS AS A FUNCTION OF THE COLLECTOR LENGTH. THE CENTER OPTHS CONNEOnON POINT FOR THE CUPS SHALL BE LOCATED AT A DISTANCE OF ONE FIFrHTHR LENGTH OF THE COLLECTOR JUS) AS INDICATED ABOVE DO KIM AE130CIATEB L.LC MEW= Ympl.rLs" T4k (413) a?440 FX900)37440 z & 1� u-j ktpm Ful 3 1 57a w oo ur. Box I L-bOr $ 1 �61 Drawing No. - 080811 SPANNERMOUNMO URMMSORMFM RuBmRsamw IrrTHMADEORGO O"w'"0gor"_ Ulmler (VAINLMMM) R02F GFACa 2- IDDINAILSORIPM it? GCRM 2; SON= - =I, AT SJUN RWMR p 2'X4- 8PANNMg;0*pPAFrMMFt% ,/ ATAINUMMEmAT. 2-XVIIIIIANNOR 00 FtO WASHIkLMWASHER rX7XWrMMLANGlAVANNSR AWNUT $PANNIER BOLTS TO BE lir DIAMETER. STAINLENSTEEL"iFREHEXCAPSCREW3 ARE USED IN PLACE OF THREADED ROD THIESCREWLENGTHVARIESWITH THE ROOF CONSTRUCTION AND SPANNER MEMBER USED DO KIM ,AOSOCIATE13 LLM PC 3OX IO= Tmpp. FLWM ft r RON= F= 074OW Igo= SPACER BLOCKS SHALL BE INSTALLED WITHIN VOF THE THRIU-SOIT. WHEN THRU- SOLT ISMTHINVOFA RAFTER ONLY ONE SPACER BLOCKVIALL BE REQUIRED ON THE CIPPOSIT'S 8106 OF THE SOLT, AWAY FROM THE RAFTER TIAIOSPACERBLOCKS ARE REQUIRED WHEN THE 13OLT 16 MORE THAN 2FROM THE RAFTER 2 WHEN THE MOUNTING PROVISIONS OF ADJACENT COUAOTORSARE INSTALLED SIDE BY 13105 AND THE THRU-SOLTS ARE 1112* OR MORE APART, IT WILL BE NEOESSARYTO HAVE AT LEAST ONE 19PACER BLOCK (OR RAFrER) SETVIJIEEV BOLTS F_ In i 00 SMALANTARE REQUIRLI) BETWEEN MOURTING BLOCK AND SHINGLIEStSHEATHING i SOLT HOLES SHALL 89 SMALWTO PREVENTMOISTUREPENETRA71ON uJ !J"aQLX MOUNTINGI moumo FM com NA" 7 am"IM ROOFM .00—samn PtVWM �jj ROOM MYJK9 MY LAO BOLT rxr TRM LAO BOLTS ARE TO BE NO' DIAMETERAND MUST PENEIRATO THE RAFTER MEMBERAWNIMUMOF7 PILOT HOLES SHOULD SEDRILLED INTOTHECSIRTERUNIECIFTHERAFTER AND SHOULD BE BETWEEN 60-76% OFTHE BOLT DIAMETER APPLY A LIBERAL. AMOUNT OF ROOF SEALANT OR AVALANT PAD AROUND THE OPENING PRIOR TO SECURINGTHE MOUNTING BRACKEr ALLCONNEC'TION HARDWARE (BOLTS &WASHERS) TO GESTAINLESS STEEL OEM= Roo 00 —PL "u".0 V BOLTS ARE TO BE ='DIAMETER AND MI RMYSESIDETHE RAFTER HOLES SHOULD BE DRIUED SLIGHTLY LARGER THAN THE SOLT DIAMETER Tug%FL3= APPLY A UIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUNDTHS OPENING PRIOR TO SECURJINO THE MOUNTING BRACKET SNUG THEVISOLT AGAINSTTHS RAFTER SWORE TIGHTENINGTHE NUT USEDOUBLE-NUTS OR LOCK WASHERS TO SECURELY FASTEN THE MOUNTWO WCKFr TO!ME'P BOLT DravAng No. - 0908111 ALL CONNECTION HARDWARE IBOILTS A WASHERS) TO BE STAINLES11I STEEL ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATIONDRAWINGS (MOUNTING HARDWARE ALTERNATIVES) DO KIM A28001AT68 L MOUNTING CLIP OPTIONS M RACKMOUNT FLUSH MOUNT STANDARDMOUNT A4 INSTALLATION REQUIREMENTS 1) THE 60LAR COLLECTOR INSTALLATION AS DETAILED ARE FOR THE INSTALLATION CP ALTERNATEENERGY7ECHNOLOGIES AE-WIEB SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAMMUM UPLIFT PRESSURE OF 61 POUNDS PER SQUARE FOOT (PSF) 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2DOT FLORIDA BUILOINGOODEW2W9 SUPPLEMENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITHTAS2=49ASTM E330 3) THE INSTALLATION SMALL UTILIZE HARDWARE PROVIDED By THE MANUFACTURER AS DETAILED IN THIS DRAWING CONNECTION OF HARDWARE SHALL BE IA ACCORDANCE TOTHE DESIGNER ORWTHIN 12 INCHES OF ROOF TRUSS JOINTS. 4) ALLALUMINUM STRUCTURAL MEMBERS TO BE SMI-78. ALL STRUCTURAL STEEL MEMBERS TO 39 LOWCARBON GALVANLZEID STEEL AND ALL HARDWARE (BOLTS NUTS, ETC) TO 13E SMAJNLESB UML — - AE - SERIES COLLECTORS I ASSOR13ER WDTH I LENGTH E-21 I SELECTIVE 36.168- 1 es. 7Bw A&24 -A SELECTIVE 3&lom 67.197V JMODEL A 2 - 77AS76" AI W , SELECT we - 47AUT 0&167r' a i AE �40 1 SLr:GTIVe 47.1571. 127.1877 I DESIGN WNI) PRESSURE I MAYJMUM SUCTION UPLIFT. 51 PSF OHIO PIL IDMwilaft-090811 I INSTALLATION DETAILS - ALTERNATE MOUNT HARDWARE 00 KIM OPTIONAL MOUNTING 6 A69001ATES LLCI FLUSH MOUNT BRACKET LOCATION FOR 7 END MOUNT CONDITIONS RV, 1.1 HARDWARE ---------------------- SHOWN PC Box 10= IT;FLOW 3744M ES ES FLUSHMOM RACKMOVN! HEXCAPSOW sue= CUP Lis RACK MLWUNO HARDWARE FLUSH MOUNrNG HARDWARE RACK A=NT WOWARD 19 MUMAYBUH FW&H MOUNT WDIVAIIA ISRWALLMATPMH CONNE.ClIXIN POINT AS WAMINTAOMA eONWOTIONPOIRrAS ISHMINTHISWrAl RACAMOW OUP FLUSH MOUNT fl4%lOXl&fKX I"X am MWAST CAPMEW CAP CAS &MUNTING FLASHING xu& LoaldNomrr RACK MOUNT z HARDWARE CONN9=0—N DETAIL SHIIIIN U31HOMANUFA07URMKVJKM aCNIN90TION D"All. F*AR4OKMOUNrQNTIWllLATfiRGM USINOMAKUPACTIUMMM011iM FO PARUMMOWON WHIm SLOMROCF8 QR, Lis OAM Es DOZMXILPL RA moo4w IA& MMLLA T,wp*.PL33MV . z OmMngNo.-0908il 0 OF 10 SHEET19 0