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RC-11-1193Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163651 Permit Number: RC -7 -11 -1193 Inspection Date: August 23, 2011 Inspector: Bruhn, Norman Owner: PADILLA, FERNANDO & MARTHA Job Address: 365 GRAND CONCOURSE Project: Miami Shores, FL <NONE> Contractor: ZINA SUNSHINE INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Solar Phone Number (305)759 -8532 Parcel Number 1132060135950 Phone: (954)914 -6107 Building Department Comments SOLAR PANEL INSTALLATION Passed e-r-7- ( Inspector Comments CREATED AS REINSPECTION FOR INSP- 163564. CREATED AS REINSPECTION FOR INSP- 161581. NO ACCESS NO ONE HOME. BEWARE OF DOG SIGN. PLEASE GO ON THE ALLEY. GATE OPEN. NO ACCESS. NB 8/22/11 C./ � � / ,( '�J L Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 August 22, 2011 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163212 Scheduled Inspection Date: August 15, 2011 Inspector: Hernandez, Rafael Owner: PADILLA, FERNANDO & MARTHA Job Address: 365 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor: ZINA SUNSHINE INC Permit Number: RC -7 -11 -1193 Permit Type: Residential Construction Inspection Type: Plumbing Work Classification: Solar Phone Number (305)759 -8532 Parcel Number 1132060135950 Phone: (954)914 -6107 Building Department Comments SOLAR PANEL INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 12, 2011 For Inspections please call: (305)762 -4949 Page 34 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �� I Permit No.f-CI C ." ` 1 I ` Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Q��e Permit Type: OWNER: Name (Fee Simple Titleholder): Address: r -iA,44,z) 36c 6%L4 Ce.4.c'ec,446" JUL 0 20tj /240 ///4 Phone #: 736-70-8j/3 City: »'%-' State: Tenant/Lessee Name: . L -- E-- Email: Zip: .33/7 3 Phone #: JOB ADDRESS: 3 � 5- ea, City: Miami Shores County: Miami Dade Folio/Parcel #: /1 — 3'Z3 ‘ ®d / 3 - 3---T e Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 7 1 NA > 04$ //l N L �'� ' Phone#: / sq' ern " 6 fa 7 Zip: g7 /Rg Address: via 1i Aketo City: P o State: r Zip: 7361- Qualifier Name: J ' /Z ��� � ���� Phone #: 9 � ft/ - G !? State Certification or Registration #: 73,s-- Certificate of Competency #: Contact Phone #: '/f G%° �/ f Email Address: • ' �� , i g /°3 -374 OT2/ DESIGNER: Architect/Engineer: 1)0 )</41 Phone #: Value of Work for this Permit: $ Z , 49 400 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration / taNew ❑Repair/Replace _ Description of Work: a t,4 ( f7a 14 o°i ti 5 / w s9 F ❑Demolition *************************** ********** **Fe- s****+x*** ** :********* *+ x+ x****+x**x:***m********* Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /V/4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /i/74 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will. not be _ oved and a reinspection fee will be charged. Signature +- The f day o' 3 fo NOT Owner or Agent ng instrume t was o , . • ed b fore , 2011 , by ly known to me or who has produced Ir/ )1identification and who did take an oath. Contractor The for of g instrument was ackn• 1- =d beforei iejhis. :day o , 20 1 , b i���J J 111 ho is per onal y •��wnntto a or who has pro Z a�Pd�iltiation and who did take an oath. 'UBLIC: i •` Sign: b�43 Sign: 9��1 � PT,° .s Print: � Uya Q'4 �y3, Print: l� (Ji9 o CA' yt �'� �1 11 My Commission Expires: C ., �� My Commission Expires: �4 ��U o 2, ark if * *********************N=******** **m* � ** ******************************* AS< * * ***** ak=k+k**+k*=k*sk*** • APPROVED BY "" h Plans Examiner U/ 17 `/ Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Solar Installation Requirements Check type of Solar System to be installed: Solar Thermal Required Inspections: PLumbing Solar Final Electrical Solar Final Structural Solar Final ❑ Solar Electrical Required Inspections: Electrical Solar Rough Electrical Solar Final Structural Solar Final ❑ Solar Hybrid Required Inspections: Electrical Solar Rough Electrical Solar Final PLumbing Solar Final Structural Solar Final Owner Notification: Installation of roof mounted photovoltaic or solar support systems typically require roof system Penetrations to allow attachment to the structure which may create additional long -term roof system maintenance requirements and /or jeopardize roof system manufacturer's warranties. Roof mounted solar systems generally required removal and reinstallation of solar panels /arrays in order to perform routine roof system maintenance, repair or replacement. I hereby aqclo}} ledge that I have read and understand the above notification on this day of uV v29, l) Print owner name �' \A (2 Of G 1 Owner signatures Property address X Q6 Q)1491tAd G&C1JY , Miami Shores, FL Permit # 5 Notary stamp Print Notary Name NOTARY PIJSIdC -STATE OF FL(Y1 DA V. eeec: rro`, Claudia CubUlOS r Corrun'ssion #DD717 23 s : Expires: SEP. 23, 2011 6ONDS1i T1 V` imams Barnxsa co. ,Etc. PERMIT #r- C'),I--I193 CONTRACTOR: �1 A (15V\t\ i INC SUBMITTAL DATE: 5 A011 ADDRESS: 5(p Gle. f) C�OI CO3 . r NAME: ' -9- N,j��'NWO PAQ1 LLA RESUBMITAL DATES: PROJECT TYPE:S - yL„ /1- J Ck. WO ZONING FIRE ST UCTURAL IMPACT EES E TRICAL HF'S/DERM PLUMBING NOC HANICAL BLDG 1141 0, ALEX SINK CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 11-30-2010 CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME ZINA SUNSHINE INC 4416 MCKINLEY ST HOLLYWOOD 11/30/2010 EXPIRATION DATE: 11/29/2012 JOHNSTON JEFFREY Z 651011806 AND ADDRESS: FL 33021 SCOPES OF BUSINESS OR TRADE: 1- SOLAR CONTRACTOR * * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW QUESTIONS? (850) 413-1( AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 11/30/2010 EXPIRATION DATE: PERSON: JEFFREY Z JOHNSTON FEIN: 551011806 BUSINESS NAME AND ADDRESS: ZINA SUNSHINE INC 4416 MCKINLEY ST HOLLYWOOD, FL 33021 SCOPE OF BUSINESS OR TRADE: 1- SOLAR CONTRACTOR • 11/29/2012 IMPORTANT bPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt H E R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer meet: the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 ACOG°3a. C RTMCATE OF LB rl URANCE PROOUCER DATE (M16fIDVYYYY) 7/5/2011 INSURANCu; TTBRS OP FLo II INC PO Box 4568 Boynton Beach, FL 33424 -4568 (561)736 -2277 INSURED Z INA SUNSRI [ -i ! INC , 4116 MC XINLRY ST HOLLYWOOD, FL 33021 THIS CER {" CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL 0 INSURER A: ATLANTIC mammy XWS CO IMEURER B. INSURER C: INSURER 0- INSURER E. COVERAGES THE POLIMS OF INSURANCE UST W QILQWIIAVE BEEN WISED TO THE INSURED MIMEO ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIR1TANDINO ANY REQUIREMENT, TERM OR CONDITttN1 CF ANY CONTRACT OR OTHER DOCUMENT YdTH RESPECT TO UM4IQ1 THIS CERTIFICATE WY BE ISSUED OR MAY PERTAIN, THE NSURANCE AFFORDED BY THE POLXIIE3DI SCRIBED HEREIN ISSUBJECT TO ALL THE BOWS. EXCLUSION., AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWY MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSA _LIR_ A - ...,., L - -_ ° -- TYPE OF INSURANCE POLICYNU11R POLICY EFFECTIVE DATE¢MM.OEWY) POLR;Y EXPIRATION DATE 0/LBE R LOOTS GENERAL X LIABILITY 0O601EPCIAL GENERAL UABIUrY L144000782 09/17/10 09/17/11 EACH OCCURRENCE $ 1, 000 000 $ 100, 000 $_- L#1,11bUiL 10 PREMISES Aa ) _ -.- GEATL X AUTOMOB2LE - - -- OYA.IMS MADE j OCc-IIR _ __.. _._... ... -.. __.. -- _ -... AGGREGATE R APPLIES PER. POLICY D_.__.. II au �.__[1 L0= -_ ICED EJIP LAnl' P !) P AL&MN M" GENERAL AGGREGAT€ PRODUCTS • OOMP.OP AGM _5_0100_ 8_1-0_0_014_00.0_ A :..__2440. V Q0.9_ -. i... 9 0 0 0 �0 +-t `�-c- L.IABIIITY ANYAUTO ALLOANED AUTOS SCHEDULED AUTOS HIRED AUTOS NNN•OANED AUTOS OOMBDIED SINGLE LINT (Ea aeddeld) BODILY MIRY (Pet pemou) BODILY AWRY (PetmideN) PROPERTY DAMAGE (Pat aaideN) i $ i $ GARAGE LIABILITY ANYAUTO AUTO ONLY • EA ACCIDENT $ OTHER THAN EIIACC $ AUJTOONLY: AGG $ EXCESS/LAMELLA _ I A LI l U TY EACH OCCURRENCE i OCCUR CLAN63EADE AGGREGATE $ DEDUJCTEKE RETENTION $ $ $ $ IYORKERSCOMPEICSATIONAND EMPiOYER9' LIABILITY A I TORYLBtlT3T Ep EL EACH ACCIDENT i AN" &TCREFA , TIV€ LIFRCERUEMWR E>e<1UISED tl ..desalterunier SPECIAL PROVISIONS Celm► EL DISEASE • EA EMPLOYEE $ EL. DISEASE • POLICY LIMB $ OTHER DESC$$PTION Of OPERATIONS 1 LOCATIONS t VEHICLES / EJU;iUBWNS ADDED BYENOL;A,SEM - T 1 SPECIAL PROVISIONS STATE OF FLORIDA INSTALLATION OF POOL TERN AND POOL PUNTS *EXCEPT FOR NO PA: +1 + ^:' OF ;'R a I'i ": 10 DAYS CANCELLATION ICI DADS COMITY BUILDING DEPARTMENT 11805 SR 26 ST NUM, FL 33175 n ACORD25 (2001108) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER MIL '�"� «..x 61AQ 30 DAY°, V/RHTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO :SHALL IMPOSE NO OBUGATIOO OR LIABILITY Of ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED 1 CITY OF HOLLYWOOD TREASURY SERVICES DIVISION ty LOCAL BUSINESS TAX RECEIPTING .N, V 2600 HOLLYWOOD BLVD, ROOM 103 HOLLYWOOD, FL 33020 ZINA SUNSHINE, INC. 4116 MC KINLEY ST HOLLYWOOD FL 33021 CITY OF HOLLYWOOD LOCAL BUSINESS TAX RECEIPT 346 37834 PRINT DATE: 10/29/10 THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT THIS IS NOT A BILL. Business Name: Business Location: Business Class: Tax Basis: Receipt Number: Receipt Year: Expiration Date: ZINA SUNSHINE, INC. 4116 MC KINLEY ST CONTRACTOR /SPECIALTY 1 WORKER (OWNER) 11 00046551 10/01/10 09/30/11 NEW CHARGES: (Itemized Below) Base Fee Additional Charges: 190.00 190.00 TOTAL NEW CHARGES: Penalty Amount: Previous Balance Due: TOTAL AMOUNT PAID: 190.00 19.00 .00 209.00 Comments: PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF DOING BUSINESS WITHIN A CITY'S LIMITS, AND IS NON - REGULATORY IN NATURE. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NOT MEAN THAT THE CITY HAS DETERMINED THAT THE EXISTING OR PROPOSED USE OF A LOCATION IS LAWFUL. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT DOES NOT LEGALIZE OR CONDONE THE NATURE OF THE BUSINESS BEING CONDUCTED IF CONTRARY TO ANY LOCAL, STATE OR FEDERAL LAWS OR REGULATIONS. - jr -i. 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: ZINA SUNSHINE INC Owner Name: JEFFERY ZINA JOHNSTON Business Location: 4116 MCKINLEY ST HOLLYWOOD Business Phone: Rooms Seats Employees 2 ReCeiipt #:189 -6292 Business Type.ALL OTHER TYPES CONTRACT4 (SOLAR CONTRACTOR) Business Opened:o2 /o6/2009 State/Cou ntylCert/Reg:CVC 5 6 7 3 5 Exemption Code :NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Tvpe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS, THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JEFFERY ZINA JOHNSTON 4116 MCKINLEY ST HOLLYWOOD, FL 33021 _20112_- _ 20.U_ Receipt #525 -10- 00000476 Paid 10/22/2010 29.70 Permit No: 11 -1193 Job Name: July 13, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Corrections for Zoning must be completed. 2) Provide a layout of the roof showing the location of the system. 3) Provide the site specific design wind loads for the system by a licensed architect or engineer. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -7 -11 -1193 Issue Date: Not Issued Expires:NOt Issued Folio Number:1132060135950 Owner's Name: FERNANDO & MARTHA PADILLA Job Address: 365 GRAND CONCOURSE Miami Shores, FL Owner's Phone: (305)759 -8532 Total Square Feet: 40 Total Job Valuation: $ 2,450.00 Contractor(s) ZINA SUNSHINE INC Phone (954)914 -6107 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/8/2011: Yes Comments: SOLOR PANELS ON FRONT OF THE HOUSE REQUIRE PLANNING BOARD APPROVAL AND EVIDENCE THAT NO OTHER LOCATION IS PRACTIBLE 8 -8 -11 NEW PLAN OK 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060135950 Owner's Name: FERNANDO & MARTHA PADILLA Job Address: 365 GRAND CONCOURSE Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (305)759 -8532 40 $ 2,450.00 Contractors) ZINA SUNSHINE INC Phone (954)914 -6107 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 7/6/2011 Comments: SOLOR PANELS ON FRONT OF THE HOUSE REQUIRE PLANNING BOARD APPROVAL AND EVIDENCE THAT NO OTHER LOCATION IS PRACTIBLE tA,A cre OetrilOit 000 g- fgo/vr gat} 612,1A/0 - Caw covo; — SCOPE OF WORK: INSTALLATION OF A SOLAR WATER HEATING SYSTEM WITH A ROOF TOP COLLECTOR 1 DESIGNED PER ASCE7-05 WIND LOAD: DESIGNED FOR 160 MPH I EXPOSURE CATEGORY C WIND EXPOSURE: SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT WATER (DHW) INSTALLATION NOTES: 10 JULY 09 GENERAL - MS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MBi@6VM REQUIREMENTS FOR DFNV EQUIMENTONEMI/DINGS IN 1109111A 60 FEET OR LESS IN HEGIRA= ATROOF ANGLES FROM RAT UPTO45 DEGREES. PER THIS PARTICULAR OSHA W OTON DOCUMENT. THE SOIAR HYDROM6 CORP OFNJ SOLAR PANES MAY BE INSTALLED PARALLEL TITHE ROOF PLANE WITH HOW DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF 1HE ROOF COVERING OR TUJEOUPTO ACIOEVE BETER soma COMMON. FLUSH-MOUNT SHALL REQUIRE 4- ANCHORS" (3/8 -INCH DIAMETER CAIN, CORROSION RESISTANT STEW IN PZ-1 & PZ -2, EXPOSURES B & C, IN ALL WIND ZONES UP TO AND INCLUDING 160 MPH. *ANCHORS CAN ETHEL BE, ATCONTRACTORS' CHOICE. 4-ANCHORS FOR A SINGLE COUECFOROR4-ANCHORS FOR TWO COUECTOR47WLU USE OF APPROVED RACKING TO11E MEMO COLLECTORS TOGETHER -SEE FIGURE2.TILT -UP S PERMITTED ONLY WITH THE FOLLOWING SOWLAIIO S:A) NODISTALILTIONSOUTSIDE O PRESSURE ZONE 2; MUSE ONLY OEM HARDWARE EXCEPT4141EKSPER FIGURERQCOUECTOR LONG AM HORIZONTAL AND 30 DEGREES MAXIMUM TILT ANGLE; 01 WK41) ZOE 140 MITT AND LESS REQUIRE4-ANCHORS PER TILT-UP WAu. COMMA WIND ZONES GRE 7ERTHAN 140 MPH REQIINE6ANOLORSPERTILT- UPCOUECTORAND MltNIMUM TILT POLE WALL THICKNESS OR I/6TH NCH. CONTRACTOR SHALL KEEP LAG BOLTWADUQGTD WIDER 528 POUNDS OF UPLIFT. REFERTO WIND LOAD GKOADONS ATHRPIAYWI.CADVICEISimAVOLDLOADCAMULATIOMPOF LAG S COMWILTOR SHALL USE MORE LAGS, MOLTS CR ALL-THREAD ROLFNRIEMSOR AIL-THREAD RODS CAN HANDLE THE LOAD OF MACH, 405E SOLAR COLECL IN ALLLOADING CASES ONTHECHART. WHEN STRAYING WO PD. INCREASE MOORS 50%0N THEPORTION OF THE COLLECTOR IN Pl2. ABSOLUIE.YNO LNSTMNTIONS IN PZ3. TESTIMMESOARHROiONKSCORP DM COLLECTORS HAVE PASSED MIAMI TESTING *ABM= OF-102 PSFPSPERARM E330 OVM.FRENUN ES954245J.TLESENGINEERHASEVAWAT DTHE06TMATIONCOMAPONEN75AND HARDWARE CURRENTLY PROVID®BYSOIA MDRONICS CORP ASOINNSTMATWN KITS AND FOUND MEMTOMEETTLR REQUIREMENTS OF THE F OMA BUILDING CODE CURRENT AS WIRE DATE OFTHS PUN. THERE SHALL BE NO SUBSTITUTION OF ODER VENDOR MATERIALS VIIMOUT PRIOR APPROVAL OFIHIS ENGINEER THRLI SOLAR HYDRONECS CORP. HAMM&THIS ESNEEL HAS OEIERMINED THAT THE HOLD-DOWN HARDWARE= FASTENERS ARMED BYSOAR HYDROMIS CORP VKL WITHSTANDHURRCANE FORCE WINDS UPTO AND HNCWOENG 160 MPH 3- GLST3.THEONLY REMAINING VARIABLE Of SIGNDICANCEISTHE MAC/UMW OF THE HO )DOWNSTOTHEUFIDEO.YIIGROOFSYSTEM USING OEM HAROWARE.ASGIG OFSHCDHW COLLECTORS FOR RUSH MOUNT INSTALLATION LPARALLELWIMTHEROOF SURFACE AND ASCLOSEIHMETOAS PERMITTED BYOEM HARDWARE') SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C AND IN BOTH PZI AND PZZ AT MEAN ROOF FRIGHTS OF 60-FT OR LESS AI®IN AMMO 0 O ZONES MU ISO MDRI SD LONG AS THE FOLLOWING CAUTIONARY RULESAREOPSAVED. LAGSSLAV.BE CORROSION RESISTANT STEEL, 3/81NCHOAM ETER MEASUREMENTS ORBETER.AGS SHALL A00EVEAT LEAST MOMS OFTHREADEMBEOMENTNRAFTEROLBL00RNG. MEASUREMENTS MUST BECARERULLYMADEAND PILOTHOSSALL BE DRILLED TO ENSUREHOTNG UNDERLYING RAFTERS OR TRUSSES ANDTOAVOW WOOISflENNG. SPECIAL PROCEOFRSTO MIA/HEMP!THENSTALLHLYOPNIO, HOTNG THE CENTER ODTRUSSORRGTER WITH AUW CANNOT BE ASSURED. OTHBRISEA MUNCH (MIN) .PSOLTGRAB&NOTH ETRUES/RAFTER013/B INCH OMMETEROMS ALL TWGADR00P I SSTANDARDFENDS &LOCK WASHERS ANDNUTTHRU MINIM= 4' wit. BYrmoms OTTER UNDERSIDE OFTHE ROOF SIETNG .WFIREBLOOM METHODS USED. NSMUEI SHALL APPLY A GENEROUS BEAD OF CONSTRUCTION ADHESIVE FORM MINIMUM CFI FT ALONG THE KERJONTSORTIZ ROOF TRUSS AND METING ONACH TRU 55ON BOTH SIDES WINE BLOCKING -SEE FIGURE 2 ON =SWEET. PLUMBING SHAME PER FIGURES- FLORIDA PLUMBING CODES ALL BEAORREDTO .PARTICULARATTENTKKNMAU.BE swum OM:DECRON MGAOuT DYER- PRBSIRE AND FREEZING - PFR HDRNA MEaAM W. COQ CHAPTER 1A ROPER SOLAR FNDRO ICSCORPINSTALATLON COMMONS. TRSDRAWING SHOWS THEM(' VERSION PWMRNG.HOWEVER. TREMOR OHER /ARANS (PHOIoVOLTAICPUMMP. NDRECT. AND /ORDAINSA00 WHICH, ALTHOUGH NOTSTECIFICNIY SOWN HEREON, ARE COVERED BYTHS SEALED DRAWLNG -SO LONG AS INSTALLED PERSOLAR HYDRONICSCOtP OSTALUOIONNGI AL1N5. WATERPROOINGIFSTMIERSALLMAN UATOREQUREM7ENTS OPFIMCHAPTERLS (ROOFING) AND813T PRACTICES MMIKE (MA ROOUGG!( WATERPAOORNG MANUALID FMISRETHATTHESOLARNAAWAON 00S NOT CAUSE ROOFLEAKSAT NMY A NATION ODASTHEDUSA AGB'. MqUUFFSWfBN�TA NSTAUSS. 0ERD0TRSH ATING13650UON.ORCITIESHOMNG QLETIONSORDIFFERNGCO MONS, ACTTIMENOWEER DIRECTLY - CELL :813 6 5 0 724 8.FAXUMMITBOSO.EAINL: BOLSOIUSTAMPABAYJRRCDMM NOTICE TO AHJ,mNTRACIo owooi & DRLERRLNIEAgT ®PARTts IDIPgn6sPLANP ENGINEESSEAtEDDETAILS& SPECI FICATIOS= INSTALATIONOF BORLAE &MONINGSFARmr ATIOL(MSC) SOAR OOMESUCHOTWATEOSYSTEMS .AE &MSCARE MADE IN THE SAME PIANTBYTH ESAMEMWHWAQUREL WHRETIOXEARE SUER% O51W. OOFELENCB .THESESTSIFAISAREEO1NALEMSTRUC URAU XHYORAUDOILLY , &7HEIMALIY.AEDETAOSARE SHWWION 'INS PUNSHEET BEWSEM01HEVOWME LEADER. MSCDETAILSMAY BEDEWED AT,Mpr// arswtarmm/ AU. AFFIDAVITS, DESIGNS, OPTIONS, CALCULATIONS & OTHER SWIMMING SERVICES PROVIDED BY ALLEN 0E3ELMA0 PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJ000 0-700 (ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF ME OBSTRUCTION CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJWC 0-700 08 PROVISIONS THE ARE DIRECTED NOT TO USE TINS AFFIDAVIT, DESIGN. OPINION, CALCULATION OR OTHER ENGINEERING SERVICE OFFERED BY ALLEN OEZELMAN PE AND LOS ASSOCIATES ON THIS PROJECT. EJ(SC 0:300 MAY BE VIEWED AT: HTTP1 D8ECTS SYSTEM TRSO WNGS-0OWSTHE SONARMJOtOMOSCORPOLATIONO W ' O`( DOROISYSREMMID7 wSPARTIQRARSYSTENYPUIMBNG .THEREAREOTHERSMMEDIFff00041 NARHYO COPPOATRIN DIM / MTEMYARIAMSWMWAREALSOCOYOMBYTHSSFALEDDRAWNG .TTSSBECAUSETHECRDCN.F11 NT- THECOLLL3TOIS1 AND ROOT MOUNINGDEMISREMPAN I4E$Z EwHEIHEt1HESOMM'DROICSEDRP. HWSYSTEMBEMSR0D00EDSA DIRECT, IN-OBECTORORAOb0A KMODESWIUCHCAN RECONFIGURED WITH EIMEMIA (CORD /CCDNYROUEDBECIR[CPu P SOAR LOOP MIOTORIZED BALL VAL HOT WATER BACKUP ELECTRIC DP TUBE STORAGE? THIN TAME OFIGU01 RE 1 SCALE Kra SOLAR V N IRA ISOLATION VALVE EXPANSION TANK DIFFERENTIAL CONTROL COLD WATER INLET SHUTOFF VALVE LEDGEND EOLJOpN VALVE (OPTIONAL). TANK SUPPLY MUTOFP El 80LAR LOOPD DRAIN (OPTIONAL) Vi MIELE PROTECTION VALVE ROPTSNAU .Be TEMEATUff1P MUMVAU/E "LXS P( F@ BETE F VALVE H AR VENT(OPTI:KAU S-• YDIOMIEDBNI.VALVE FHAR' AC/DC ETPAELECIRO MSfON TANG (a 11ONAU CSOLAR SYSTEM COLLECTOR APPLICABLE CODE: MODEL: AE- 211AE- 24/AE.98AE -281AE 321AE30/ MSC21 /MLSC32 /ESC-40SHC.2USHG37/SHHC40 FLORIDA 2007 CODE WHIN RUPP THIS PLAN IS VOID WITHOUT MY SIGNATURE & RAIS®BEN- THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMS. EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OFTHIS PLAN. NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTP•J MIWW. GEZELMANPE .COM/INSTALLATIONDWGS.HTML GENRAL NOTE: ALL HOT WATER SOIAR COLLECTORS SOLD INTIM STATE ARE REQUIRED TO HAVE BEENTSTED BY THE FLORIDA SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL. THE COLLECTORS LISTED ONIHIS PAN COMPLY WITH M05E REQUIREMENTS. FURTHER INFORMATION MAY BE ACCESSED ON UNEA1S HTTP./NN IALFSECUOF.EDU(EN/ INDUSTRY /TESTING /STCOLLECTORS /HOT WATER _RATI NGSANDEXJRM REGARDING WIND LOAD -MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE T WEN THE FLORIDA BUILDING CODE REGARDING GRAVITY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH IS DISTRIBUTED OVER A40 SF AREA WATER IN THE COLLECTOR IS NEGUGISLE. EACH COLLECTOR/SOLOS ABOUT GALLON OP WATER-POOL COUECTORS A BIT MINCE, HOT WATER COLLECTORS A UTTLE LESS. REGARDLESS. SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATH! oDUCCIatou i r ID7D TWO COLLECTORS MAY BE MOUNTED ON 2. PIECES OF APPROVED RACKING W/AE-RMCUP HELD DOWN BY4ANCHORS FRONT ELEVATION SCU4^tar. rr JBO LAG MOUNTING BRACKET ALUM TUBE ALUM TUBE PITCH PAN TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, INSTALL AND FILL W/ 1 -PART POURABLE WATER PROOF CONSTRUCTION SEALANT ALTERNATE. TILE ROOF MOUNTING DETAIL PZ =PRESSURE ZONE SECTION A WZ =WIND ZONE SCALE Or.rr MCOSPAN REINFORCEMENT EXISTING EXPCHOROROOFTRUSS. TYP. SHINGLE, MET, FLAT TILE DETAIL SCALE vur rr T DIA. SPACER IENGIH ADJUST FLUBHNOT0(STILE WHERE APPLICABLE FILL CAVITY UNDER TILE W/ EXPANSION CONST. FOAM EXISTING MEMBRANE OOSTINNG ROOF TRUSS. TOP CHORD TYP. BARREL TILE ROOF MOUNTING DETAIL sow I -/S.rr APPLY00040IR. ADHESIVE MEDIUM BEAD BOTH SIDES OF INTERFACE BETWEEN ROOF SHEETING AND TRUSS 1 FOOT IN E EACH DIRECTION STARTING FROM 18PANNER.'TO WHICH COLLECTOR MOUNT FOOT -PAD IS SECURED BY ALL - THREAD ROD. EXISTING ROOF SIMCOLLECTOR MOUNTING BRACKET HOLD DOM LAGGING( POSITION OVER TRUSS) BLACKING { WR (BET EN TRUSSES) SEALANT FOR WATERPROOFING SHW COLLECTOR MOUNTING BRACKET APPROVED RACKING SYSTEM &0CHANNEL NUT 1 OA.SPACER W/WATERPROOF SEALANT OEM HOLD DOWN: LAMING ((POSITION WFRTiBISQ air LAG EDITOR J- BOLT (HOOKS TRUSS) APPROVED RACKING SYSTEMAT CHAMANS.NUT 1 DA. SPACER LENGTH ADJUST FLUSH W/ TOP OFTEE TDIA. SPACER VO ATERPROOF SEALANT 17UST.BARRELTILE OEM HOLD 005979 !AGSM ( LR HWNOVERMISf Mr LAG OR J-801T EOHOOKS. ( TRUSS) 4x4 BETWEEN TRUSSES IN CONTACTS/ PLYWOOD TYR BEAD OFLXISIK EXISTING ROOF TRUSS. TOP CHORD NOTE THERE SHAG BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. TYP. MOUNTING DETAIL SNIE3', VG' OFIGURE 2 awELasNa EXPLANATORY INFORMATION ENLARGED VIEWING & HYPEKUIIM PRAT V ER4GN OF THIS PLAN PROMOS MMNIMOM INFORMATION NEEDED BY USES. ELECTRONIC VEBSIOMI (EV) PROVIDES MAGNIFIED VIEWING UP TO 6400%. EV ALSO MAIMS HTPEMNK ACCESS 70 OEM MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION. BMA' BE ACCESSED AT HTTPWwWW.C.AIMCLUS/SW/A.S.1.3.WH.PDf THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH THIS PLAN. TLE SEMAYBEISEDTOSUPPLEME3NT ORTO REPLACE THE DETAILS SHOWN IN FIGURE L IN ALL CASES REFER TOOEM IST8ICTIONS FOR DETAILS/SYSTEW BENG USED. IN THE EVENT OFA CONFLICT BETWEEN 0EMMBBTRUCTIONSAMIDE PLAN. OEM RNS7IA3CROMSS AOLPPEVaa OEM MANUALS MAYBE ACCESSED ELECTROMGOEYUSING THEFOUOWING HTPFBLNR3 HEP.//WWW.A0STRULCDMSNTELATI WEXPIMOs_2_O346PG.1 HTLPWWWPN L00 2_BAIL SYSTEM.PDF HITPJJ, /W.LIMRIC.WMJPDFAO27.PDF STRUCTURAL LOADING: THESPIAN WAS ENGINEERED FOR THE ENTRESTATEOf FLORIDANCLWING MHZ. THE SOAR EQUIPMENT REPRESENTED ON MS PLAN IMPOSES A POSMV E LOAD UPON THE ROOF STRUCTURE O LOS THAN 485. MAY UPLIFT PRESSURE CALCULATIONS MAYBE VIEWED AT mTP://www.aevict.ustAvAustmoNscacumnotspoF THE UPUFTPRFSSURS FOR 16NNH{. EXPOSURE CATEGORY C, BUUDNGIMPORFMNCE FACTOR CATEGORY IL HEIGHT' 60 FT 007055. SLOPE 45 DEGREES OR LESS ARE: PZI_L6.0PSP,P22_I06.6 PSF; -iS32PS. QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 7DIAGRAM FGUNG ON PAGE 5AT THE ABOVE LIMING HYPEKINK OFIGURE 3 !MAMMY.. MOUNTING BRACKETS HINGE MOUNT CUP 3'8'413 FINISHED HOC NUT Tx1•x0.072' ALUMINUM SQUARE TUBE TILT KIT - DECK ANCHOR SCAM MT. FURNISHED FASTENER 114'-20 X 1YP HOC CAW SCREW 318 -18X4. HEX CAP SCREW 318 -16X 1-3/4" HID( CAP SCREW TRANGULAR MOUN7NG BRACKET ()FIGURE 2 6CUE YAP➢8 �^s"YSTmt: 1 Sear Hydra:des Corp 1423 G N N HIGHWAY 00000 .FL3 REK083100 -TM THIS ISA SINGLE SHEET PLAN SHEET NAME: PERMIT SET DRAWN:SS CHECKED:AG SHEET NO: A.1.3 00 365 Grand Concourse, Miami, FL - Google Maps Page 1 of 1 To see all the details that are visible on the screen, use the "Print" link next to the map. http: / /maps.google.com /maps ?h1 =en &tab =wl 7/5/2011 1 October 13, 2009 e ALTERNATE ENERGY TECHNOLOGIES, LLC To: Florida based Distributors, Dealers and Installers Re: Florida Product Approval for AE and MSC Series Solar Collectors Ladies and Gentlemen, Alternate Energy Technologies, LLC., (herein referred to as AET) would like to announce it's acceptance into the Florida Product Approval System. AET has been approved and is currently listed in the Florida Product Approval System by the Florida Department of Community Affairs, Florida Building Codes and Standards, under product number FL12981. To access the information via the internet, open your internet browser and type http : / /www.floridabuilding.orq /pr /pr app srch.aspx in the address bar. Once there, simply enter 12981 into the FL # box and "click" Search at the bottom of the page. A webpage will load stating the search results and the current status of the Application. "Click " the FL12981 hyperlink under the FL# column (left -hand side) to access the Application Details. This information should be printed out and attached to the permit application. Please note that component specific Installation Instructions are included in the Summary of Products at the bottom of the page. These documents should also be printed and attached to the permit application to aid in expediting the permitting process. Please feel free to contact AET at 800 - 874 -2190 should you have questions regarding the information provided within this approval. Your patronage is greatly appreciated. Thank you, John W. "Billy" Byrom cc: AET Staff ALTERNATE ENERGY TECHNOLOGIES, LLC 9057 N E: °s Rd • J?:.ksasv e. FL 322`.9 • 80047 4-21 ga • wncv.aefsofar.nom Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By FL12981 -R1 Revision 2007 Approved r Alternate Energy Technologies, LLC 1057 N. Ellis Rd. Jacksonville, FL 32254 (800) 874-2190 dean @aetsolar.com Dean Villalva dean @aetsolar.com Roofing Products Introduced as a Result of New Technology Certification Mark or Listing IAPMO ES James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM E330 TAS 202 Year 2002 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12981 R1 Equiv ASTM E330 Equavalency.pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 11/09/2009 12/15/2009 11/14/2009 12/18/2009 Description 12981.1 AE Series Rooftop Solar AE - Series Collectors AE -21, AE -24, AE -26, AE -28, AE -32, AE -40 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +51/ -51 Other: Certification Agency Certificate FL12981 RI C CAC IAPMO S -5038 2010.pdf Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL12981 RI II AE Series Installation rl.pdf Verified By: Do Kim 49497 Created by Independent Third Party: Yes Evaluation Reports FL12981 Rl AE AET Eval Report.pdf Created by Independent Third Party: Yes 12981.2 MSC Series Rooftop Solar MSC - Series Collectors MSC -21, MSC -24, MSC -26, MSC -28, MSC -32, MSC -40 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +511-51 Other: Certification Agency Certificate FL12981 R1 C CAC IAPMO S -5038 2010.pdf Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL12981 RI II MSC Series Installation rl.pdf Verified By Do Kim 49497 Created by Independent Third Party: Yes Evaluation Reports' FL12981 R1 AE AET Eval Report.pdf Created by Independent Third Party: Yes DO KIM & ASSOCIATES, LLC CONSULTINI3 STRUCTURAL. ENGINEERS Florida Board of Engineers Certificate of Authorization No.. 26887 Product Evaluation Report Date: September 4, 2009 Report No 090903 Product Category: Roofing Product sub - category: Products Introduced as a Result of New Technology Product Name: Solar Collectors Models AE and MSC Manufacturer: Alternate Energy Technologies, LLC 1057 N. Ellis Rd.. Suite 4 Jacksonville, FL 32254 Phone: 800- 874 -2190 Scope: Ihis product evaluation report issued by Do Kim & Associates, LLC and Do Kim, P.E. for Alternate Energy Technologies, LLC based on Rule Chapter No., 9B- '72.0 70, Method 1, Option A of'the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission, Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or updates.. Do Kim & Associates, LLC and Do Kim, P..E E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of'the product named herein.. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition), inclusive of'the HVHZ and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the following design pressure of +51 psf, -51 psf. f2j Do Kim, P.E.. FL #49497 P.0 Box 10039 Tampa, FL 33679 813374.0321 813 374.0322 (fax) Sheet 1 of'3 DO KIM at ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERR Supporting Documents 1 Drawings: a. Drawing No. 090811 titled "AE Series Installation Details ", Sheet 1 -10 and Drawing No. 090811 titled "MSC Seties Installation Details ", Sheet 1 -10, prepared by Do Kim & Associates, LLC, signed and sealed by Do Kim, P E. b. Die print drawings for solar panel primary framing member DWG. No E1206FA and E1206FC for channel and I -Beam, respectively. c.. Alternate Energy Technologies, LLC manufacturer's Collector Materials drawings for MSC Series and AE Series. 2. Testing a. Testing per IAS 202 -94 /ASTM E330 as performed by Miami Testing Laboratory (Certification No. 94-0128.01) located at 1640 West 32 Place, Hialeah, FL 33012, (305) 822 -1141. Report No 2 dated February 13, 1995. 3. Calculations a. Anchor calculations for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 4. Prior Regulatory Approvals a. Miami -Dade Notice of Acceptance No 94- 0920.15 approved 6 -8 -95 and expired 6-8-98. 5 Other a. Quality assurance program contract verified with IAPMO Research and Testing, Inc. through Certificate of Listing File No S -5038 valid until December 2009 and renewed annually Do Kim, P..E.. FL #49497 P.O.. Box 10039 Tampa, FL 33679 813 374.0321 813 374..0322 fax Sheet 2 of 3 DD KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERR Limitations and Condition of Use 1. The approved units, AE-21, AE -24, AE -26, AE-28, AE -32, AE-40, MSC -21, MSC -24, MSC -26, MSC -28, MSC -32, MSC -40, can be installed at a maximum design pressure of +1- 51 psf: Installation shall be in accordance to the approved installation drawings and approved supplemental manufacturer's published instructions.. 2. Ihese products have been tested to and evaluated for use in HVHZ areas.. 3.. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Documents.. 6, This specification has been designed and shall be fabricated in accordance with the requirements of the 2007 Florida Building Code with 2009 Supplement All local building code amendments shall be adhered to as required. 7. The total area of the collector shall be limited to 10% of the roof area for those roofs that require fire resistant roof covering as per FBC.. For other roofs the area of the collector shall be limited to 30% of the roof area. 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions. 9. All supporting host structures shall be designed to resist all superimposed loads. Do Kim, P. FL #4949.7 P.O.. Box 10039 Tampa, FL 33679 813.374.0321 813.374.0322 (fax) Sheet 3 of 3 ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS 8 ASSOCIATES LLC INSTALLATION REQUIREMENTS THESE INSTALLATION DRAWINGS DETAIL THE STRUCTURAL INSTALLATION REQUIREMENTS FOR THE AE- SERIES SOLAR WATER HEATING COLLECTORS MANUFACTURED BY ALTERNATE ENERGY TECHNOLOGIES ON RESIDENTIAL AND UGHT COMMERCIAL BUILDINGS OF FRAMED CONSTRUCTION newixt or A sa THE INSTALLATION REQUIRES HARDWARE PROVIDED BY THE SOLAR COLLECTOR MANUFACTURER AS INDICATED HEREIN TO BE UTILIZED TO ATTACH THE SOLAR COLLECTORS TO THE BUILDING IN ACCORDANCE WITH THESE DRAWINGS THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE INSTALLATION OF THE BELOW LISTED AE- SERIES SOLAR COLLECTORS ON RESIDENTIALAND LIGHT COMMERCIAL BUILDINGS WITH FLAT OR SLOPED ROOFS SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 51 POUNDS PER SQUARE FOOT (PSF). FOR NEW CONSTRUCTION THE DESIGNER SHALL CONSIDER THE SOLAR COLLECTORS WHEN DESIGNING THE ROOF STRUCTURE FOR EXISTING BUILDINGS, THE ROOF AREA WHERE THE SOLAR COLLECTORS ARE TO BE INSTALLED SHALL BE PROHIBITED FROM ADDING ANY FUTURE ROOF LOADS UNLESS ALLOWED BYA LICENSED DESIGN PROFESSIONAL THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE M2009 SUPPLEMENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH TAS 202- &NASTM E 330 ALL ALUMINUM STRUCTURAL MEMBERS TO BE 8081 -T8. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEEL AND AU. HARDWARE (BOLTS NUTS, ETC) TO BE STAINLESS STEEL TYPICAL INSTALLATION DETAIL ONCUNED SHINGLE ROOF) TYPICAL INSTALLATION DETAIL (FLAT WOOD FRAME ROOF) DESIGN WIND PRESSURE • MAXIMUM SUCTION UPLIFT: 51 PSF AE - SERIES COLLECTORS MODEL ABSORBER WIDTH LENGTH AE -21 SELECTIVE 351876" 85.1873 AE-24 SELECTIVE 351875" 87.1873 AE -28 SELECTIVE. 471875" 77.1873 AE -28' SELECTIVE 471876" 85.1875" A0-32 SELECTIVE 471875" 87.1873 AE 40 SELECTIVE 471875' 121.1875" CHECKEOSY: OYK DOCUMENT INDEX SHEET DESCRIPTION 1 SOLAR COLLECTOR REQUIREMENTS SHEET INDEX 2 INSTALLATION DETAILS FLAT WOOD FRAME ROOF 3 INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (SHINGLE) 4 INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (TILE) 6 INSTALLATION DETAIL FOR STANDING SEAM METAL ROOF 8 INSTALLATION DETAIL FOR FLAT ROOF USING STANDOFF FRAME 7 MANUFACTURERS HARDWARE AET SERIES MSC SOLAR COLLECTOR 8 PIN CONNECTIONS THROUGH THE ROOF MEMBRANE 8 MOUNTINGHARDWAREALTERNATIVES 10 INSTALLATION DETAILS- ALTERNATE MOUNTING HARDWARE Driwliroil!o.'- Qttb$14 S11t^ET 1 0E10 • DOCUMENT INDEX SHEET DESCRIPTION 1 SOLAR COLLECTOR REQUIREMENTS SHEET INDEX 2 INSTALLATION DETAILS FLAT WOOD FRAME ROOF 3 INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (SHINGLE) 4 INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (TILE) 6 INSTALLATION DETAIL FOR STANDING SEAM METAL ROOF 8 INSTALLATION DETAIL FOR FLAT ROOF USING STANDOFF FRAME 7 MANUFACTURERS HARDWARE AET SERIES MSC SOLAR COLLECTOR 8 PIN CONNECTIONS THROUGH THE ROOF MEMBRANE 8 MOUNTINGHARDWAREALTERNATIVES 10 INSTALLATION DETAILS- ALTERNATE MOUNTING HARDWARE Driwliroil!o.'- Qttb$14 S11t^ET 1 0E10 INSTALLATION DETAILS - FLAT WOOD FRAME ROOF 1° x 1° x 118° ALUMINUM SQUARE TUBE TYPICAI.TWO PLACES. LENGTH MAY VARY WITH MOUNTING ANGLE MO PC8 REQUIRED PER EACH COLLECTOR LENGTH NOT TO EXCEEDS-0' TYPICAL INSTALLATION DETAIL (FLAT WOOD FRAME ROOF) CONNECTION DETAIL MANUFACTURERS HARDWARE FORILLTED MOUNT ON FLAT ROOFS, USE PITCH PAN (SEE DETAIL BELOW) CONNECTION DETAIL FOR MOUNT ON FIAT ROOFS USE PITCH PAN (SEE DETAIL BELOW) ROOF FLASHING DETAIL APPLY ROOFING SEALANT TO THE UNDERSIDE OF THE FLASHING BASE PRIOR TO INSTALLATION PITCH PAN DETAIL 1l2. THREVIED ROD OR HEX CAP SCAM. TRUWOUTARMOUN1ING (STAINLESS STEEL) BRACKET SPACER (AS REQUIRED) URETHANE ORBUIYL RUBBER SEALANT ROOF STRUCTURE 2.100 NAILS OA HBx11TC SCREWS AT EACH RAFTER 2'x O SPANNER (18° °C RAFTERS) 2°x8° SPANNER t24'OCRAFTERS) 71 Tx 3n 8' ST EEL ANGLE SPANNER 2 -10D NAILS OR 88x1114 SCREWS AT EACH SPACER BRICK STAINLESS STEEL FLAT - WASHER LOCK WASHER AND NUT 1 ALL MOUNTING HARDWARE (SCREWS NUTS AND BOLTS) SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE 2 SPACER BLOCKS SHALL BE INSTALLED VNTHIN 1' OF THE THRU-BOLT 3 WHEN THRU-BOLT IS WITHIN 2° OFA RAFTER, ONLY ONE SPACER BLOCK WLLBE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT AWAY FROM THE RAFTER 4 TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2' FROM THE RAFTER 5 WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU -BOLTS ARE 1 1/2° OR MORE APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS 8 SEALANTS ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION 7 STEEL ANGLE SPANNER {2'X2' X 3116) MAY BE SUBSTITUTED FOR WOOD SPANNER "HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG. DO KIM & ASSOCIATES LLC PO BOX 10639 Tempe, FL33629 Tat tam 37¢6321 Fox: (833) 374342 in../Cale Description a a w AE SERIES INSTALLATION DETAILS DRAWN BY: CHECKS:1 : Mt SCALD: AD DHOWS OATS 531Ai5 DOYEON KM, PE. FLA RED. NUMBER 40497 CO Drawing No.- 0E0811 SHEET 2 OE 10 INSTALLATION DETAILS - SLOPED WOOD FRAME ROOF DO KIM & ASSOCIATES. LL.0 PO BOX USW Tampa, FL 33WN Tat (813) 3740321 Fmc (813) 3140322 BHINMED ROOF WOOD OR STEEL ANGLE SPANNE_R SEE DETAILS te•:.w >� <��t 12' THREADED ROD RUBBER SEALANT OR HEX CAP SCREW TRIANGULARMWJNmNG (STAINLESS STEEL) BRACKET URETHANE OR BUTYL TYPICAL INSTALLATION DETAIL (INCLINED SHINGLE ROOF) SECTION VIEW AA SPANNER DETAIL 2 -10D NAILS OR 11200 $CRENS 2.10D NAILS OR ESx112SCRSNJS AT EACH RAFTER AT EACH SPACER BLOCK H1NOE MOUNT T 4' SPANNER(1SOC RAFTERS) CUP 2x6 - SPANNER t2 OC RAFTERS) Tx 2.3I RTEEL ANGLE SPANNER 1F4' -20 X12* HEX CAP SCREW STAINLESS STEELFLAT- WASHER LOCK WASHER AND NUT 318' -1S FINISHED HEX NUR TRIANGULAR MOUNTING BRACKET 3,G" -18X4 HE( CAP SCREW SPACER MACK AS REGUB7EO .r' AU. MOUNTING HARDWARE (SCREWS NUTS AND BOLTS) SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE SPACER BLOCKS SHALL BE INSTALLED WITHIN 1' OF THE THRU -BOLT WHEN THRU -BOLT IS WITHIN 2' OF A RAFTER, ONLY ONE SPACER BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT AWAY FROM THE RAFTER �,�f TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2' FROM THE RAFTER CHECKED BY:. OYK ROOF FLASHING DETAIL CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR PARALLEL MOUNT ON SLOPING ROOFS S. WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU -BOLTS ARE 1 1/2' OR MORE APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BED BOLTS fi SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCKAND SHINGLES/SHEATHING BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION 7 STEEL ANGLE SPANNER (2' X 2' X3/1S°) MAY BESUBSTTIUTED FOR WOOD SPANNER HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG. DO NEON KIM. P E. FIA REO..NUMEIER48427 DO t S SOCWTES. LTC Mfg PO Tampa, FL Drawing No. - 090811 SHEET 3 OF 10 • 1 INSTALLATION DETAILS - SLOPED WOOD FRAME TILE ROOF WELD ALL AROUND 8x8xU4 ALUMIMUM PLATE 33/544 THRMHOLE (EACH PLAITS 2 ID ALUMINUM PIPE(232 OD) LENGTH 0-1/7 STD)VARIES BUILDUP SDUP D23* U8 ALUMINUM PLATE STANDOFF DETAIL GOB) CLAYTB.E ROOF 0 ^N@ TYPICAL INSTALLATION DETAIL (INCLINED TILE ROOF) ROOF FLASHING DETAIL CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR PARALLELMOUNTON SLOPING ROOFS SECTION VIEW AA SPANNER DETAIL 2 -16D NAILS OR Bad I/7 SCREWS ND THREADED ROD co HRA CAP SCREW TRIANOULAR MOUNTING (STAINLESS STEEL) BRACKET STANDOFF SPACER (AS REQUIRED) URETHANEORBLRYL RUBBER SEALANT CLAY ROOF TILES IN RAFZEI8 1 xira wm. 2. 100 NAILS OR 0&112 SCREWS AT EACH RAFTER AT EACH SPACER BLOCK 2• S SPANNER (180ORAFTERS) 2k 8 SPANNER (24 OGRAFTERS) 21 2x 3/18 STEEL ANGLE SPANNER STAINLESS STEEL FLAT. WASHER LOCI< W4SFIEt AND NUT 1 ALL MOUNTING HARDWARE (SCREWS NUTS AND BOLTS) SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE 2 SPACER BLOCKS SHALL BE INSTALLED WITHIN 1' OF THE THRU -BOLT 3 WHEN THRU -BOLT IS WITHIN 2' OF A RAFTER, ONLY ONE SPACER BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT AWAY FROM 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 COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU -BOLTS ARE 1 1Y1° OR MORE APART. IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS. 6 SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLESJSHEATHING BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION 7 STEEL ANGLE SPANNER (2' X 2° X 31161 MAY BE SUBSTITUTED FOR WOOD SPANNER HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG. DO KIM E ASSOCIATES LLC PO B00 IOW) Tempe. FL 33E479 Tel: (813) 3740321 Foe (S13) 3740323 RavJDa1A Description A IT reams IT A A AE SERIES INSTALLATION DETAILS CHECKED BY: DYK SCALE: AS SHOWN DATE 8x3100 Drawing No. - 080811 SHEET 4 OF 10 INSTALLATION DETAILS - STANDING SEAM METAL ROOF SEAMS) METAL RODE RACK MOUNT CLJP 1M40 X UT HEX CAP SCREW TYPICAL INSTALLATION DETAIL (STANDING SEAM METAL ROOF) SEP -18 NS. HEX CAPScREW VW PLAT WASHER 3a- -1Sx 314" HEX CAP SCAEWW1 FIAT WA.SHBR mum CHANNEL EARCLIMP N78ETSCREWS CHANNEL LOCKNO NUT CONNECTION DETAIL WIND MANUFACTURERS HARDWIRE FORPARALLELMOUNTON SEAMED METALROOFS STANDDJO SEAM METAL ROOF {BUTLER MJ R- 24SHOWM 3I5.18xt °HEX CAP SCREW WT FLAT WASHER AET RACK MOUNTHDWR 3wr'- 16x314' HEN CAP SCREW WTFLATWASH R 84H CIAPP W7 SET SCREWS ROOF DECKING SECTION VIEW A:A SEAMED METAL ROOF 1 ALL MOUNTING HARDWARE (SCREWS, NUTSAND BOLTS) SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE 2 5-51 CLAMP SELECTION TO BE AS RECOMMENDED BY THE CLAMP MANUFACTURER FOR THE METAL ROOFING PANEL SPECIFIED 3 SAFETY FACTOR FOR THE CLAMP SELECTION IS THE RESPONSIBILITY OF THE DESIGNER AND SHOULD BE EMPLOYED AS APPROPRIATE 4 THE 8-51 CLAMP IS BE BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS 5 SEAMED METAL ROOFING IS AS SPECIFIED BY THE DESIGN ARCHITECT AND IS TO BE CAPABLE OF HANDLING THE ADDITIONAL LOADS IMPOSED BY THE SOLAR COLLECTORS 8 SEAMED METAL ROOFING TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS AND ONLY MANUFACTURER APPROVED FASTENERS ARE TO BE USED " BUTLER, MR -24 STANDING SEAM METAL ROOFING SHOWN FOR ILLUSTRATION PURPOSES ONLY AND WILL VARY PER THE DESIGN ARCHITECTS RECOMMENDATION DO KIM 3 ASSOCIATES LLC PO BOX 10069 Tenpe. FL33379 Tat 1813) 374=I F. (813) 3740022 ReviDate DBBtY1pBon A &10 ISSUED A Z W U AE SERIES INSTALLATION DETAILS DRAWN BY: I(P CHECKED MI DYX SCALE AS SHO'MJ DATE: a/31MS Drawing No. - 090811 SHEET 5 OF 10 INSTALLATION DETAILS - FLAT ROOF USING STANDOFF FRAME PITCH PAN 1" x 1" x 178' ALUMINUM SQUARE TUBE TYPICAL TWO PLACES, LENGTH MAY VARY?VITH MOUNTINQANCLE, TWO PCS REQUIRED PER EACH COLLECTOR LENGTH NOT TO EXCEED 3'A° SECURE TO STRUCTURE USING 317.18 HEX CAP SCREWS, RAT WASHERS. LOCK WASHERSAND FINISHED NEC NUTS TIE TO STRUCTURAL MEMBER OR SPANNER NOM FRAME IS TO BE OUSTOM FABRICATED TO MEET EACH STALIATION REQUIREMENT AND IS TO SE GALVANIZED AFTER ALLGURING. CRI.LWG AND WELDING NAS SEEN PERFORMED. TYPICAL INSTALLATION DETAIL (CONCRETE OR METAL FRAME ROOF) DIMENSION TO EQUAL COLLEOTOR MOUNTING HOLE %11)7H STANCHION CENTERLINE IS TO EQUAL ROOF STRUCTURE CENTERLINE BUT IVO SE NO LESS THAN COLLECTOR ARRAY WIDTH. ONE STANCHION PER EACH ADDITIONAL COLLECTOR. SOLDER OPTIONAL STANDOFF FRAME DETAIL TOQUE' CAP 377.18 FINISHED HEX NUT 1'x Hx1/7 COPPER ALUMINUM FLASHING SQUARE TUBE FEED /RERAN PLUMBING TOP ROOFING APPLY 8EALANT ROOF FLASHING DETAIL APPLY ROOFING SEALANT TO THE UNDERSIDE OF THE FLASHING BASE PRIOR TONSTAUATION LOW CARBON GALVANIZED SIEL 4 X4 X Ur- TWO COLLECTOR FRAMES SHOWN PADS' X7XG REQUIRES 2 SS BOLTS TO SECURE EACH PAD WELDALL ]DINTS HINGE MOUNT CUP 114^ -20 X 1/7 HEX CAP SCREW 317 -18X4 HEX CAP SOREN WAS X1 -3IM ILEX CAP SCREW TRIANGULAR MOUNTNG BRACKET CONNECTION DETAIL MANUFACTURERS HARDWARE FOR TILTED MOUNT ON FAT ROOFS USE PITCH P N 1/7 THREADED ROD ORM CAP SCREW* (STAINLESS STEED ROOF STRUCTURE URETHANE OR BUTYL RUBBER SEALANT TRIANGULAR =MUM BRACKET SPACER {AS REQUIRED) 2- I00 NAILS OR 48x1 ML' SORE NS 2 -10D NAILS OR NOW SCRIMS AT EACH RAFTER AT EACH SPACER BLOCK 2'x4 SPANNER (17 OC RAFTERS) 211•SPANNBR I2A'OCPAFTERSj 2X 2x 2117 STEEL ANGLE SPANNER SPANNER DETAIL STAINLESS STEEL FNAT- WASHER, =MASHER AND NUT THIS DETAIL FOR UMITED APPLICATION ASA FUNCTION OF STRUCTURE. THIS DETAIL INTENDED FOR LIGHT COMMERCIAL AND RESIDENTIAL INSTALLATIONS WITH ROOF SUPPORT STRUCTURE IN 18" OR 24' CENTERS OTHER SPACINGS AND STRUCTURES WILL REQUIRE SITE SPECIFIC ANALYSIS. "HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND WANNER DESIG PITCH PAN DETAIL DO KIM A ASS DCIATES LLD PO BOX 10MIS Tampa, FL33B7B Tat (813) 2T40321 Rat (813) 374 RouAN Desai lion A A 1- z w J U AE SERIES INSTALLATION RETAILS DRAWN BY: CHECKED BY: OYK SCALE: A88KWMI GATE: 831108 /A Drawing No. - 090811 SHEET 6 OF 10 1 TRIANGULAR MOUNTING ERACkET HINGE MOUNT CUP FIGURE 1. COLLECTOR ATTACHMENT (SECTION VIEW A:A) 114' -20X 1St 88 HEX CAP SCREW 318' 1GXV 83 HEX OAP SCREW THREE Nir—CUPEP ARE TO BE INSTALLED AT EACH coNNECRON PORT WITH THE TRIANGULAR SNACK ET AS SHOWN IN THIS DETAIL FIGURE2 ATTACHMENT HARDWARE THREE AE-CUPB'ARETO BE REQUIRED TO ATTACH THECOLLECTORS TO THE STRUCTURE PROPERLY MEN USING THE ANGLE BRACKET NO SWBSTIUHONS ARE AWNED FIGURES. TILT KIT HARDWARE TWO .AE-CUP$' ARE REQUIRED AT EACH COPPX-OTION POINT BATH SQUARE TUBE LEO AS SHOWN IN VIE DETAL - NOTES: THESE FIGURES SHOWTHE HARDWARE PROVIDED BY THE MANUFACTURER THAT HAS UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO THE STRUCTURE PROPERLY NO SUBSTITUTIONS SHALL BE PERMI I I ED THE COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THESE DRAWINGS. THE AE CLIPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 1/2 INCH OF THE INDICATED DISTANCE (1J5) USTED BELOW THE COLLECTORS TO BE INSTALLED IN ACCORDANCE WITH THESE DRAWINGS INCLUDE THE FOLLOWING ART MODELS. AE-40, LENGTH 121 -3/16. WIDTH 47-3/16 AE-32 LENGTH 97 -3118, WIDTH 47 -3/16 AE-28, LENGTH 65 -3/18, WDTH47 -3/16 AE 28, LENGTH 77 -3/18, WIDTH 47-3/16 AE -24 LENGTH 97 -3/16, WIDTH 35.3116 AE-21 LENGTH 86.3/18, WIDTH 35-3118 STANDARD MOUNT HARDWARE SHOWN OPTIONAL MOUNTING BRACKET LOCATION FOR END MOUNT CONDITIONS i.l5 L/5 THE COLLECTOR ATTACHMENT HARDWARE (AE -CUPS) SHALL BE MOUNTED ON THE LONG SIDES OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE ABOVE DIAGRAM FOR ALL MODELS. THE LOCATION OF THE CLIPS AT EACH CONNECTION POINT SHALL BE PLACED AT SPECIFIC POINTS ON ALL MODELS AS A FUNCTION OF THE COLLECTOR LENGTH. THE CENTER OF THE CONNECTION POINT FOR THE CUPS SHALL BE LOCATED AT A DISTANCE OF ONE FIFTH THE LENGTH OF THE COLLECTOR (U5) AS INDICATED ABOVE D© KIM S. ASS CI LATER LLC PO BOX 1=3 Tampa, FL 33679 Tot (813) 3144E121 Fez (813) 37441322 RerJOag DesvtpSO4 A AE SERIES INSTALLATION DETAILS DRAWN BY: XP CNECKtI SY: DYK SCAIG W SKOLVi OAT& aALOa Drawing No. - 090811 SHEET 7 OF 10 SPANNER MOUNTBNG DO KIM &ASS ocIATEB LLC - - :.. . ..: PO BOX 10338 Tampa, FL 33818 TG: (St3}37403 21 Fa. (813) 37403'12 URETHANE OR BUTYL RUBBER SEALANT US TNRP1rDEDROD OR REX CAP SCREW TRIANGULAR MOUNTING (STAINLESS STEEL) BRACKET ROOF SPACER STRUCTURE T 1 (ASREQNR ('.DI fi 11 iJl 2 -10D NAILS OR rat 14 SCRews 2 -I00 NAILS OR 9Bxi 1SY SCREWS AT EACH RAFTER AT EACH SPACER BLOCK T X4' SPAWNER (t@ =RAFTERS) STAWI.P.Ss STEELFtAT- 2` XS' SPANNER (24'0C RAFTERS) WASH LOCK WAgNER 7 X7 XSW STEEL MOLE SPANNER ARO NUT SPANNER BOLTS TO BE 1/2' DIAMETER, STAINLESS STEEL WHERE HEX CAP SCREWS ARE USED IN PLACE OF THREADED ROD THE SCREW LENGTH VARIES WITH THE ROOF CONSTRUCTION AND SPANNER MEMBER USED SPACER BLOCKS SHALL BE INSTALLED WITHIN 1' OF THE THRU -BOLT. WHEN THRU- BOLT IS WITHIN 2' OF A RAFTER ONLY ONE SPACER BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2' FROM THE RAFTER WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORSARE INSTALLED SIDE BY SIDE AND THE THRU -BOLTS ARE 1 1/2' OR MORE APART, IT NALL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING. BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION R"° Description tmmo A L A A A Q CLIENT: Alternate Energy Technologies, LLC 1057 N ELLIS RD, SUITE 4 JACKSONVILLE, FL 32254 AE SERIES INSTALLATION DETAILS M triq 0 ij) I, r a BOLT CfirfiCtr i ROOFING SEALANT' M.,. i jsj E . int ,,e D J� ND �SF2NDLE6 114 ..,,r• BOLT MOUNTING ROOFING SPJiIANi' - m i r•. M0liE1HNf4 FOOT /SHINGLES DRANK xP Et ...vll ,, PLYWOOD DECKING LAS BOLT -�.e.. i_.1... ROOFING FELT 'a _� 7x4' TR .... -t , '�.1.�s�ia �.;a i PLYWOOD DECRNO 'PB01.T t C -. A I 2, .as t3wr ROOFING FELT 77ttUS4 CHECKED &CAaE ASEEKAIK DATE WAS NLM,PE. RE NUMBER AWRY to IATESLLC ,Aa2n87 m SOX 19DW TTama, FL Q al 'J' BOLTS ARE TO BE 3/8' DIAMETER AND MUST POSITIONED DIRECTLY BESIDE THE RAFTER HOLES SHOULD BE DRILLED SLIGHTLY LARGER THAN THE BOLT DIAMETER APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUND THE OPENING PRIOR TO SECURING THE MOUNTING BRACKET SNUG THE 'J' BOLT AGAINST THE RAFTER BEFORE TIGHTENING THE NUT USE DOUBLE -NUTS OR LOCK WASHERS TO SECURELY FASTEN THE MOUNTING BRACKET TO THE' P BOLT ALL CONNECTION HARDWARE (BOLTS $ WASHERS) TO BE STAINLESS STEEL. LAG BOLTS ARE TO BE 318' DIAMETER AND MUST PENETRATE THE RAFTER MEMBER A MINIMUM OF T PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF THE RAFTER AND SHOULD BE BETWEEN 50-75% OF THE BOLT DIAMETER APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUND THE OPENING PRIOR TO SECURING THE MOUNTING BRACKET ALL CONNECTION HARDWARE (BOLTS & WASHERS) TO BE STAINLESS STEEL Drawing No. - 090811 SHEET 8 OF 10 ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) 24° - 32" 1 ) MOUNTING CLIP OPTIONS RACK MOUNT FLUSH MOUNT STANDARD MOUNT INSTALLATION REQUIREMENTS 1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED ARE FOR THE INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES AE- SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 51 POUNDS PER SQUARE FOOT (PSF) 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE W72009 SUPPLEMENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH TAS 202-94/ ASTM E330 3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING CONNECTION OF HARDWARE SHALL BE IN ACCORDANCE TO THE DESIGNER OR WITHIN 12 INCHES OF ROOF TRUSS JOINTS 4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 8081 -T8. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEEL AND ALL HARDWARE (BOLTS NUTS, ETC) TO BE STAINLESS STEEL AE - SERIES COLLECTORS MODEL ABSORBER WIDTH LENGTH AE-21 SELECTIVE 35.1875 85.18750 AE-24 SELECTIVE 35.1875 97.1875' AE-28 SELECTIVE 47.1875 77.1876° AE-28 SELECTIVE 47.1875 85.1875" AE-32 SELECTIVE 47.1875 97.1875" AE-40 SELECTIVE 47.1875° 121.18750 DESIGN WIND PRESSURE MAXIMUM SUCTION UPLIFT: 51 PSF DO KIM S ASSOCIATES LLC PO BOX 10339 Tampa. P133373 Tet 513) 374021 Roc 513)3740622 AavNata rae DeseNplfofl ISSUED A A A A I- z W U AE SERIES INSTALLATION RETAILS DRAwxer KP CHECKED BY: DYX SCALE: AS MOWN OAT &9103 VEON1081.PE Q NUMB6R49497 Klbl a SOCIATES TLC PO 30X106141 Tamps, PL 33579 Drawing No. - 090811 SHEET 9 OF 10 c INSTALLATION DETAILS - ALTERNATE MOUNT HARDWARE FLUSH MOUNTING HARDWARE FLUSH MOUNT HARD WARE IS INSTALLED AT EACH CONNECTION POINT AS 8110WN IN THIS DETAIL CONNECTION DETAIL USING MANUFACTURERS HANOWARE FOR PARALLEL MOUNTON SLOPING ROOFS RACK MOUNT CUP RACK MOUNTING HARDWARE RACK MOUNT HARDWARE IS WALLED ATEACH CONNECTION POINT AS SHOWN MIENS DETAIL CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR RACK MOUNT ON TILEIS4ATE ROOFS FLUSH MOUNT HARDWARE RACK MOUNT HARDWARE SHOWN --� OPTIONAL MOUNTING BRACKET LOCATION FOR END MOUNT CONDITIONS fir L/5 DO KIM S ASi90 CIATES LLO N. _. PO BOX 10P39 Tempe. ELSEP'S TeC(819) 3746321 Far (813) 3740042 Rav1UaI9 Descriptors A J a� CV wCV c 1-- 01 F a lit m (0 l L J LO 44 Z 0) 42 8 Y 1- z J u AE SERIES INSTALLATION DETAILS DRATNI RY: CHECKED SY: DYK Soma ASS/OWN DATE: 133!A8 XBA PE RA ER. MBER49497 O. M 8 (ATEE LLC CAS PO BOX1 Tampa, FL 338W Drawing Na. - 090811 ' SHEET 10 OF 10 A . 03/27/2009 12:23 FAX 8477297082 PRGY2.E6S619 - Motors - Component trachoma MARCH MFG PRGY2.E68619 Motors - Component (10002/0002 Page 1 of 1 Motors - Component - n ALLIED MOTION TECHNOLOGIES MOTOR PRODUCTS DIV 201 S DELANEY RD PO BOX 127 OWOSSO, MI 48867 USA E68619 Motors, Model PV2, followed by a three digit number, followed by suffix letter S. Models PE2, PR2, PV2, followed by additional three or four suffix numbers or letter's; fbilowed by a final suffix letter A through R or T through Z ind. Marking: Company name, or *Redmond* , or'Eb8619" and maw model designation. La Laalbzsigeld en 2008 -03 -18 liMige.g.Djszlakegc EaaLlan Copyright ,20 emertgrs 41kgratpries lint,® The appearance of a company's name or preduct in this database does not in Itself assure that prr7ducts so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Serve. Always look for the Mark on the product. UL permits the reproduce of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs andjor Listings (flies) must be presented In their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement 'Reprinted from the Online Certifications Directory witty permission from Underwriters Laboratories Inc." mutt appear adjacent to the extracted material. in addition, the reprinted material must include a copyright nonce in the following format: 'Copyright ar 2009 Underwriters Laboratories Inc. ®' An independent organization working for a safer world W th integrity. precision and knowledge. 1` fuss. PUMP' s 0, C. //' ;21 _ Pike V?r`Kl ;ui .IfAbe -1 •1ty1l //! TAG c 4 li ar rt- T 'D. c , tit & TO y S I'M t3 o-' - 17Z-0 c 3 S x+14 iQr tl IS A42-6 P 2..— Fri c-To Paft let 1U it 13 02 C. Tit, I4 t? € a2 L j4 > sal^, S GQMr,V ) `t. Ns p62 .. MQcs4. Qt11- $ele.S ; E /4AP 't( 121,4, A L► 74,106 j 0,4. DOES /JOT RFQuf44 T 1-10-rare. L A e E(. TO 1`i 4 v 71.'6 CI 4.. t o 4 PAW "Ti- So G N A► S Rj%° tttp: / /databbase.uLeomkgi bim1X''XV /tempiate/ .ISEXT /1FRAME /showpage.html ?name= PRGX2.E686... 3/27/2009 03/27/2009 12:23 FAX 847729706% IMP, � ►vu MFG 1171/s 11t9 MOW* Aare. • GiMANw, $IIInoil 4> -taIB Pharr; (0471129-5800 • Far PM 12040112 FAX TO: ' i c K D(G Phone Fax Phone SARI �� FlO g P V HP 1' 1 OT, t? S REMARKS: 0 Urgent C) t� 'S A 6- Q c P• oDu'cr ,a L J ; L. Alb _1 141 0001/ 0002 E Date .3 Ailia ! Number of pages including corner sheet f FROM: FRED ZIMMERMANN MARCH MANUFACTURING Phone 847-729-5300 Fax Phone 847 -729 -7062 For your review 0 Reply ASAP 0 Please Comment LI10Z- ' . C, , —V ,' S w t / L 1 • +� R /4 0 . R. 1-A thtg- e c, r �+ ig �l1 F R- Q f _. 6-Year Limited Tank Warranty* 6-Year Limited Parts Warranty* amen: a ii W A T E R H E A T E R S 'i Solar Storage Tank With Electric Element All Solar Storage Tanks have a Fused Ceramic Shield applied under pressure and fired at 1600 °F to completely cover the tank interior. This provides a tough interior surface for storage tanks and maximum protection against the wearing effects of high - volume and high- temperature water. • 2" Non -CFC Foam Insulation Foam insulation saves fuel by retarding heat loss. • Anode Rod Promotes longer tank life through even distribution, for protection against corrosion of tank interior. • Factory - Supplied Top Temperature and Pressure Relief Valve • Factory - Installed Dielectric Nipples • Pre -Wired Sensor Lead From storage sensor mounting stud to top of tank. Does not include sensor. • Water Connections Accessible from four factory - installed 3/4 "dielectric nipples located on top of tank. • 4500 -Watt Heating Element and Automatic Thermostat Where a back -up system is desired. • UL Listed *For complete warranty information consult the written warranty of American® Water Heater Company at (800) 999 -9515. MADE IN Copyright© by American® Water Heater Company 2007. USA All rights reserved. PRO -STO2 - 0307 No part of this work may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying and recording, or by any information storage retrieval system, without permission in writing from Ameri.. to r :Cater W A T E R H E A T E R S Solar Storage Tank W Electric Element T &P VALVE ACCESS PANEL ACCESS PANEL DRAIN VALVE OPT. T &P LOCATION ANODE T &P VALVE UAW MODEL NUMBER GALLON CAPACITY HEIGHT WATER CONN. A JACKET DIAMETER B HEIGHT TOP OF TANK C HEIGHT TOP T &P APPROX. SHIP WEIGHT SE62-800-045S 80 60-1/4 24 59 -1/4 591/4 191 SE62 -119R -0455 119 62 28 61 -1/2 61 -1/2 278 "Limited warranty on tank and parts Complete details in manual. Specification Furnish and install, where indicated, in accordance with manufacturer's instructions and in compliance with all rules and regulations of authorities having jurisdiction. Storage tank(s) shall be American® Model as manufactured by American Water Heater Company. Storage tank(s) shall have a nominal storage capacity of gallons, recovery of GPH at ° F temperature rise and supplied with auxiliary heating elements rated at4.5 KW, volt. Storage tank(s) are hydrostatic tested at 300 P51 having a working pressure of 150 PSI and shall have a Fused Ceramic Shield internally lined tank applied under pressure and fired at 1600° F allowing for maximum protection. Storage tank(s) shall be equipped with an approved pressure and temperature relief valve.The outer jacketing shall have a baked enamel finish. The tank shall be foam insulated with an EPA - approved, non -CFC material 2 "in thickness. Storage tank(s) shall have a 6 -year limited warranty against corrosion as outlined in the written warranty. Distributed By: Order Entry and Sales P.O. Box 4056, 500 Princeton Road Johnson City, TN 37602 -4056 (800) 937 -1037 (800) 581 -7224 fax Product Service and Support P.O. Box 1597, 500 Princeton Road Johnson City, TN 37605 -1597 (800) 999 -9515 (800) 999 -5210 fax PRO -STO2 - 0307 No part of this work may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying and recording, or by any information storage retrieval system, without permission in writing from American Water Heater Company.. 1 • 0 bp solar High - efficiency photovoltaic module using silicon nitride multicrystalline silicon cells. Performance Rated power (Pm,,,) Power tolerance Nominal voltage Limited Warranty 20W 10% 12V 12 years Configuration M Multimount frame with lo-pro J -Box and output cable J Clear universal frame and standard J -Box Electrical Characteristics' Maximum power (Pn„a)' Voltage at Pmax (Vm,p) Current at Pmax (Imp) Warranted minimum Pmax Short - circuit current (Is°) Open - circuit voltage (Vpo) Temperature coefficient of IS° Temperature coefficient of V Temperature coefficient of power NOCT (Air 20 °C; Sun 0 .8kW ni : wind lm/s) Maximum series fuse rating Maximum system voltage Mechanical Characteristics SX320 20W 16.8V 1.19A 18W 1.29A 21.0V (0.065+0.015)%/ °C - (80+10)mV / °C - (0.5±0.05) % / °C 47 +2 °C_ 3A 50V (US NEC rating) 50V (IEC 61215 rating) Dimensions M Length: 421 mm (16.6 ") Width: 50l mm (19.7') J Length: 425mm (16.7 ") Width: 502mm (19.7 ") Depth: 23mm (0.9 ") Depth: 50mm (1.97 ") Weight M 2.5 kg (5.5 pounds) J 3.0 kg (6.6 pounds) Solar Cells 36 cells (38mm x 114mm) in a 4x9 matrix connected in series Junction Box J J- Version junction box with 4- terminal connection block; IP 65, accepts PG 13.5, M20, /2 inch conduit, or cable fittings accepting 6 -12mm diameter cable. Terminals accept 2.5 to 1Omm 2 (8 to 14 AWG) wire Output Cables M AWG# 18 (0.75mm2) 2 core ITC/PLTC; length - 4572mm Construction Front: High - transmission 3mm (118`h inch) tempered glass; Back: Polyester; Encapsulant: EVA Frame M Clear anodized aluminum alloy type 6063T6 Multimount frame; Color: silver J Clear anodized aluminum alloy type 6063T6 Universal frame; Color: silver 1. Module Warranty: 1 2-year limited warranty of 90% power output; 2 -year limited warranty of materials and workmanship. See your local representative for full terms of these warranties. 2. These data represent the performance of typical BP modules, and are based on measurements made in accordance with ASTM El 036 corrected to SRC (STC.) 3. During the stabilization process that occurs during the first few months of deployment, module power may decrease by approx. 1 % from typical P,,,,». ©BP Solar 2007 6802.0043 SX320M /J_B 11/07 4. 1)% Quality and Safety CE Manufactured in ISO 9001 - certified factories; conforms to European Community Directives; certified to IEC 61215 ESTI Module power measurements calibrated to World Radiometric Reference through ESTI (European Solar Test Installation at Ispra, Italy) Listed by Underwriter's Laboratories for electrical and fire safety (Class C fire rating) FY Approved by Factory Mutual Research in NEC Class 1, Division 2, Groups C & D hazardous locations. Qualification Test Parameters Temperature cycling range Humidity freeze, damp heat Static load front and back (e.g. wind) Front loading (e.g. snow) Hailstone impact -40 °C to +85 °C (-40 °F to 185 °F) 85% RH 2,400 pa (50pst) 5,400 pa (1 13psf) 25mm 0 (1 inch) at 23 m/s (52mph) SX320 1 -V Curves 1.6 1.4 1.2 a 1.0 g 0.8 v 0.6 0.4 0.2 0.0 0 10 20 Voltage (V) Module Diagram Dimensions in brackets are in inches. Un- bracketed dimensions are in millimeters. Overall tolerances±3mm (1/8 ") Weald= 1.810.11 &mode D Demo 30 .FVenlon Tema eel me Frame Detail 2. PA] Included with each module: self - tapping grounding screw (J- Version), instruction sheet, and warranty document. Note: This publication summarizes product warranty and specifications, which are subject to change without notice. Additional information may be found on our web site: www.bpsolar.com ©BP Solar 2007 6802.0043 SX320M/J B 11/07 Oreandimp Demo by solar PV PANEL DIRECT "DPV" SYSTEM (80 / 120 GALLON SYSTEMS) /U' SOLAR COLLECTORS HOT WATER OUTLET LEGEND gAv AIR VENT 1(61 BALL VALVE BOILER DRAIN (VALVE) N CHECK VALVE ® CIRCULATION PUMP t" FREEZE PROTECT VALVE pTq GATE VALVE =, RELIEF VALVE (SPECIFY) II" VACUUM BREAKER AV PR r---- BRONZE CHECK VALVE WITH TEFLON SEAT REMOVE SPRING AND INSTALL IN 'S' LOOP CONFIG AS SHOWN R el u L STORAGE TANK BACKUP ELECTRIC ELEMENT COLD WATER INLET SHUTOFF VALVE