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EL-15-1462 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-239918 Permit Number: EL-6-15-1462 Inspection Date: July 29, 2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: HAURI, FEDERICO Work Classification: Solar Job Address: 126 NW 101 Street Miami Shores, FL Phone Number (786)303-8985 Parcel Number 1131010220190 Project: <NONE> Contractor: SOLAR-RAY INC. Phone: (407)443-4404 Building Department Comments ATTACH SOLAR MODULES TO ROOF AND INVERTER Infractio Passed Comments TO ELECTRIC SERVICE PANEL INSPECTOR COMMENTS False Inspector Comments Passed EEr CREATED AS REINSPECTION FOR INSP-236834. 07/29/2015- Permit on back at disconnect. _..._ _ Failed El Correction / Needed ❑ j' .j�l �✓ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 29,2015 Page 1 of 1 Pe * NQ �A-' + � solar Miami EMIIItr l-Re t Miami Shores Village , � � � �T 10050 N.E.2nd Avenue NW �clasO fo y�, Bn. lait � lal Miami Shores, FL 33138-0000 � D .� Phone: (305)795-2204 •, fi�OR1DQ' � � ExP iration: 0111312016 l t, a :71171166 Project Address Parcel Number Applicant 126 NW 101 Street 1131010220190 FEDERICO HAURI Miami Shores, FL Block: Lot: Owner InformationAddress_ __ Phone Cell FEDERICO HAURI � 126 NW 101 Street (786)303-8985�� MIAMI SHORES FL 33150- 126 NW 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 SOLAR-RAY INC. (407)443-4404 Total Sq Feet: 0 Type of Work:ATTACH SOLAR MODULES TO ROOF AND IN Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Scanning:3 Review Electrical Review Electrical Review Building Review Building Review Planning Review Planning Review Planning Review Structural Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# EL-6-15-55974 DBPR Fee $9.45 DCA Fee $9.45 07/17/2015 Check#: 1714 $696.70 $50.00 Education Surcharge $3.60 06/15/2015 Check#: 1636 $50.00 $0.00 Permit dee-Additions/Alterations $630.00 s�7 Plan R�ui�w Fee $30.00 Plan Remew Fee $30.00 Scanning Fee $9.00 Technotgy Fee $14.40 Tota? $746.70 In consic(erption of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaininq;j; ereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptin�is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER94FF I DAVIT: 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 a the above-named contractor to do the work stated. July 17, 2015 orized Signature:Owner / Applicant / Contractor / Agent Date Built ng Department Copy July 17, 2015 1 6, Miami Shores Village 2 rFTvED Building Department � 20i5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 f BUILDING Master Permit No.�I� PERMIT APPLICATION Sub Permit No. L BUILDING ER ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 126 N.W.101 St. CiLY. Mliaiiu Shuics CuuntY. triiai7li Dade Zip: 150 Folio/Parcel#:11-3101-022-0190 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Frederico Haurl Phone#:786-303-8985 Address: 126 N.W. 101 St. city: Miami Shores village State: Florida Zip: 33150 Tenant/Lessee Name: Phone#: Email: federicohauri@gmail.com CONTRACTOR:Company Name: Solar-Ray Inc. Phone#: 407-443-4404 Address: 6007 Anno Ave. City. Orlando State: FloridaZip: 32809 Qualifier Name: Carl Weirich Phone#: 407-680-9587 State Certification or Registration#: CVC 56880 Certificate of Competency#: na DESIGNER:Architect/Engineer: Davis & Cleaton Engineering, Inc. Phone#: 407-539-2353 Address:260 Wekiva Springs Rd. City. Longwood State: FL Zip: 32779 vaiue of work for this Permit:$ k',(Pj (7nJ V Square%Linear Footage of work. Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Attach solar modules to roof and inverter to electric service panel Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ /' TOTAL FEE NOW DUE$ /; Q (Revised02/24/2014) Bonding Company's Name(if applicable) na Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) na 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 approved and a reinspection fee will be charged. Signature Signature OW E or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ACS day of A,'0-0—0-- ,20 15 by 4th day of June 120 15 by Feat,-r re 0"Ac;1 r i who is personally known to Carl Weirich who is personally known to me or who has produced T4— H6o -240 -7"'6-�0 as me or who has produced known as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign.. Print: Print: A 1Z Seal: Seal: JANERY FRUTO JANERY FRUTO +• s Commission# FF 14?524 _, ,- Commission N FF 142524 s = .� CJD �,_ .: My Commission Expires Sion C xpne' July 1 6, 201 8 APPROVED BY ��f��ly Plans Examiner �( /r Zoning Structural Review Clerk (Revised02/24/2014) r DRillER i 'P S '.- ASS F. `1 w WEIRICH 541 TEACUP 4PRO*wiNTFR GARDEN. FL �Y 06-28.1948 six rg, 42-2012 E 5. r�a2r'1,.8.as �. �a RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CVC56880 ?~'� The SOLAR CONTRACTOR Named below IS CERTIEIED.'- Under the provisions of Chapter 489 FS. ' Expiration dateAUG-31 2016 V. WEIRICH, CARL L �. SOLAR-RAY INC. 6007 ANNO AVE ORLANDO FL 32809 ■ ISSUED: 08/31/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408310006481 Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in feu of any other tax required by law or municipal ordinance.Businesses are subject to regulation of zoning,health and other lawful authorities.This receipt is valid from October 1 through September 30 of receipt year.Delinquent penalty is added October 1. 2014 EXPIRES 9/30/2015 3501-0561833 3501 SOLAR ENERGY PRODUC $30.00 4 EMPLOYEE TOTAL TAX $30.00 SOLAR RAY INC PREVIOUSLY PAID $30.00 TOTAL DUE $0.00 SOLAR RAY SOLAR RAY INC 6007 ANNO AVE ORLANDO FL 32809 6007 ANNO AVE (MOBILE) U-ORLANDO,32809 SOLAR-1 OP ID;MS A4�ORO- DATE(NUMIIIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/04/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND TME CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the to... and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such ondorsamon s . PRObuCER Insurance and Risk ManagementN ME: ManySmith P of Florida,LLC HONE 321-214-1990 Arc No):321-710-2501 220 Crown Oak Centra Drive FM RIE Longwood,FL 32750 SS;MOnysCirmtoday.com David Russell Curry INSURER($)AFFORDING COVERAGE NAIC N INSURER A:Maxum Indemnity Company INSURED Solar-Ray.Inc. iNsurtean:Old Dominion Insurance Company 40231 PO Sox 560481 FL32 Orlando,FL 32806 INSURER C:Nautilus Insurance Co INSURER P; INSURFR E; INSURER F; COVERAGFS CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IIm rXnPOLICY EXPtTf?OF WSUAANGE POLICY NUMBER MM a o LIMITS A X COMMERCIALGENERAL LIABILITY CH OCCURRENCE Is 1,000,00 CuuM6-MADE O OCCUR BDG3005778-02 OC/2AJZ075 04/24/2016 EApREMISEb Ea occurrence $ 100,00 MED EXP one person $ 1,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'LAGGREGATE LIMIT APPLIES PER; GENERAL AGGREGATE $ 21000,00 POLICY F�JECT FLOC PRODUCTS-COWIOP AGG $ 2,000,00 OTHER: S AUTOMOBILE LIABILRYS(158 nddent) 1,000,00 A X ANY AUTO SIT6267N 05/08/2013 03108/2016 BODILY INJURY(Pei Person) $ ALLOWNED SCHEDULED AUTOS AUTO$ BODILY INJURY(Par amident) $ HIRED AUTOS NON-OWNED AUTOS S S UMBRELLA LIAB X OCCUR C X EXCESSLuia cLA1MS.MADE 017789 11H9/2014 11/11/Z075 EACH OCCURRENCE $ 1,000,00 AGGREGATE S 1,000,00 DEP RETENTION S WORKERS GOMP6MSATION $ AND EMPLOYERS'LMJSILITY STATUTE ERANY H OFFICER/MEMBER EX LC UDEDw ECUTIvE YIN EDN I A E.L.EACH ACCIDENT S �MyaehB� undiery in ler E.L.DISEASE-EA EMPLOYE j DESCRIPTION OF OPERATIONS Wow E.L.DISEASE-P'OfJCY LIMIT j DESCRIPTION OF OPERATIONS I LOCATIONS I VVNICLES (ACORD 1(1,Addlilonal ROMSAS Schedule,may Da attached if more 99aca is r9qulr9d) CVC#56880 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS, 10050 NE 2nd Avenue Miami Shores,FL 83138 AUTHORMO REPRESENTATIVE V F '01; C 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marcs of ACORD '('R& CERTIFICATE OF LIABILITY INSURANCE 51112015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. THE CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURE111ft AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: IT the catifleate holder Is an ADDITIONAL INSURED,the policy(les)must be ondorsed. If SUBROGATION IS WAIVED.subject Io the terms and conditions of the policy,certain policies nay require on endorsement A statement on this eoracoto does not condor right to the cortlficate holder in Neu of such endorsoment(s� PROMM FRANK CRUM INS AGCY INC MMHEW PHONE 100 SOUTH MISSOURI AVE "pa Bulk 9771517241ft met! =ss.FCIAGERANKM IM COM sauRERMAFFORDUSCOVOthU NAIC r CLEARWATER FL 337505763 INSURER A: INSURED FLORIDA LABOR SPECIALISTS LLC INSUIISR s: 7025 CR 40A,SUITE 1071-445 sounR c I eq{MER P LAKE MARY FL 32746 E FEIN:462733247 NSURan F: COVERAGES CERTIFICATE NUMBER:1505110011 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REGUIRF_MENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE CLAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NeR ADM SWR POLICY Err POLICT wr 13111- TYPE OF INSURANCE POLICY Mua1BBt LOM GENERAL LNBILM EACH OCCURRENCE s t=1811WE ERAL LIABILITY PMMMES 0=" s 1:1 OCCUR Mw exPQw s PERSONAL A ADV 14AIRr $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APRJEB F%R: PRCOUCTS-COUPIOP AM r POLICY PPO LOC s AUTONICSILE LIABILITY ANY AUTO BmRY"urr(Par Pew) r ALLOVJNED AUT AUTSC EDDULED swLy eLURY(For awwwo E H1iEDAUT0S AUTOS t s EMEMMONVION OCCUR EACH OCCURRENCE If CLAIM84AADE AGGREGATE i X I aRmI IOTH` AND EMPLOYERS'LIARRY A �Ep� urroE r,�rl N r A 2E430519 8/17)2014 0/1712015 E.L.EACH ACCIDENT i tr R!g E.L.DISEASE-EA EMPLOIMS 1 0 rrw,dra®a w:dw EL DISEASE-POLICY LUT f 1 M.WO.W L r-1 DESCRIPTM OF OPERATIONS!LOCATNM rVENLIM(A1 wb ACORD 1r1,AddelwW Rro rks adNdsr.a rW*spas Y aprksd) Attachblp solar modules on root and**ft solar Inverter to electric service panel under eontrector license CVC 06880 and supervision of Solar-Ray Inc. CERTIFICATE HOLDER CANCELLATION Miami Shores Vftp BLllldkg Deperimenl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE IDWIRATION DATE THEREOF, NOTICE WILL BE DELIVORlD IN ACCORDANCE WRH THE POLICY PROVISIONS. M(ami ShCxes FL 33138 AIRHORGlO REnsaeNYATwe`\�1�� w9r�w Phon iNumber 306-795-2297 f9 ©1985-1010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name end logo are registered marks of ACORD t"" tQ µi{ /';; ,F. e Miami shores Village . Building Department AOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa= (305)758.8972 Solar Installation Requirements Check type of Solar System to be installed: O Solar Thermal O Solar Electrical O Solar Hybrid PA9* di Forum, PAA* d � riNBn kWNftW RMOpS&WAW s ivAW E At- sdrFm Owner NodNcatlon: 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 manufacturers warranties. Roof mounted solar systems generally required removal and reinstal dDn of solar PEWS&MYS in order to perform routine roof system maintenance,repair or replacement. I hereby acknowledge that I have read and understand the above notification on this day of i'lA� t .20J-S-- . Print owner naQ Owner signature Properly address—/Z6 &jG►l for s7" ,Miami Shores,Fl. Permit# ot %It, JANERY FRUTO I Notary stamp Print Noli / e` My Commission Expires ",now J u 1 y 16. 2018 Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 407-539-2353 Fax: 407-539-2334 May 22,2015 Miami Shores Villa Building Department 10050 Northeast 2" Avenue Miami Shores,FL 33138 Re: SolarMountTM PV Module Mounting System Manufactured by UniRac,Inc. for Fredrico Hauri Located @ 126 N.W. 101 Street in Miami Shores,FL 33150 Dear Sir: The roof attachments for the components stated above have been designed in accordance with the requirements of the 2010 Florida Building Code — Residential, Chapter 3, Section R301.2.1.1 The following wind load requirements, in accordance with the 2010 Florida Building Code—Building,Chapter 16,Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed(V,il,): 175 MPH 3-Section Gust Wind Speed(V.d): 135.55 MPH Risk Category: II Wind Exposure Category: B Applicable Internal Pressure Coefficient: N/A Design Pressure for Exterior Components&Cladding: 5.42'wide by 3"high by 33.33' long: +13.46/-33.09 PSF •••• •••••• The roof pitch for the referenced project is 4:12 with the following sizes of the sola-nodules being mounted to the roof: 000090 ;, • 5.42'wide by 3"high by 33.33' long= 180.56 Ft2 •••• ••••• ...... • ... ..... We have reviewed Part II of the UniRac® Installation Manual 227 addressing •inst0lation using " SolarMountTM PV Module Mounting System manufactured by UniRac, Inc. The panels r P1.4o attached td the roof trusses using 6" (max.) long standoffs. Each standoff will be attached to the r8of truss usinj42) "• 3/8" lag screws with 3" (min.) thread penetration and spaced a minimum of 6" apart; Cgi%derinj the :....: above areas and the specified roof pitch,along with a pull-out capacity of a 3/8"lag screwlito#2 S.Y.0 is • 352 Lbs/In. of thread penetration, it is acceptable to attach the solar modules to the existing roof trusses • spaced at 2'-0"on center as follows: 5.42'wide by 3"high by 33.33' long: (2)Panel Set with(20)Standoffs&(40)Attachments per Panel If there are any:htestions,please contact us. 5 uictrely, ZFr Cieatu;a,Jr.,P.F. F E.#35816 � FSC t > 0 C 71T HE z n z D 0 O M-+ f'1 i:.7 <o TFILLD i N r - i D COP 0 4 vJ p —- < I � C m �] a �� D Z M m DAVIS&CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FL 32779 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION#8689.00 ••• • . .. . . . . ... . . .. ... .. . . . .. Fredrico Hauri Vult: 175mph 126 N.W. 101 St. Vas.&135:35mpM. ':' •'• 5,000 watts Miami Shores Fl.33150Risk* Each stand-off C. ategory: 'H; ;� •; : Exposure categorj!B 27*33'-4"X 5'-5"Panel;20 stand offs attached with Miami Shores Village Bldg.Dpt. two 10050 Northeast 2nd Avenue • ... 3/8"X4"SS lag bolt Miami Shores, Florida 33138 •• • 4:1�Pitih'.: : : :• • Photovoltaic System Approval Certificate SR-15-01456 Awarded to: FSEC' M Solar-Ray, Inc. 2014 Page Ave Orlando,FL 32806 t- For The Photovoltaic System Designated: j SR5000GTTL-5ASSB PV Modules and Array Array Configuration PV Module Manufacturer: Amerisolar Total Number of PV Modules: 20 PV Module Model Number: AS-61330-250 Series Strings/Branch Circuits: 2 j FSEC Module Registration Number: WR14-NT90-0101 Modules Per Series String/Branch Circuit: 10 Listing to UL 1703 Verified: Yes Array Nameplate Power Rating: 5,000 W Power Conditioning Equipment(Inverter) Inverter DC Voltage Window: 150 V to 600 V Inverter Manufacturer:) SMA AC Power Rating: 5,000 W f InvertgY Model Numbe: SB5000TL-US AC Nominal Voltage Output: 208/240 V Listing+to UL 1741 Ver led: Yes Max PV Array Power Per Inverter: 5,300 W —-- — — .. Charge Controller and 1patteries Battery Manufacturer: N/A Charge Controller Manufacturer: N/A Battery Model Number: N/A Charge Controller Model Number: N/A Battery Type: N/A Listing to UL 1741 Verified: N/A Battery Capacity(C/20 rate): N/A Battery Bank Configuration Total Number of Batteries: N/A Number in Each Series String: N/A Number of Series Strings: N/A 'Comments --- -- -- — I j --__------ Electrical Design (Verity the following items for agreement between the installed components and the supplied electrical schematic.) ❑Size,type and location of all conductors in the PV system; ❑Conduit,raceways,junction boxes,and combiner boxes; ❑Size,current rating,voltage ratings,and location of all over-current protection devices; 0000 E3 Rating and location of all disconnects; • • • .•.• 0000 • ❑Point of connection to the utility; • ' ' j •• • 0000 • ❑PV module and equipment grounding system(including conductor size); 000000 •. • 0:00% ❑PV DC circuit and system grounding(including grounding electrode conductor size); •••:•• • • 1• ❑Ground fault detection&interrupter(GFDI)rating and location; *000 • • • •• ! • • •0000• Li Battery wiring and cable sizes(if applicable). 0000 • Inspection • • • • • •• •• •• • 0000.• •00.0• Inspector Name(printed) Inspector Signature Dae •1M Installer Information and Certification — �~ ••��• 0000•• Company Name: Website: • • • ""'�' Address 1: •• • Address 2: City: State: Zip: Phone Number: Fax Number: Florida Contractor License Number: Florida Contractor License Type: ( )Solar ( )Electrical ( )Other,please specify: I hereby certify that this PV system has been installed in full accordance with the National Electrical Code. Installer Name(printed) _ Installer Signature .Date jNote: FSEC approvals do not replace or exempt any requirements of electrical utilities or local jurisdiction authorities in matters such as permitting, inspections,or utility interconnection agreements as required for PV system installations. When referring to FSEC approvals in any documentation produced by the supplier,including technical or marketing information,the following statement shall be included: "The photovoltaic system design described in this manual,when property installed and maintained,meets the minimum recommended practices established by the Florida Solari Energy Center. This'approval'does not imply endorsement or warranty of this product by the Florida Solar Energy Center or the State of Florida." Approved By: A?,/ 2015-02-25 • Reviewing Eng6e--, Date • UTILITY • • • • • • • • Main and PV breakers ••• • • • • ••• • • combined may not exceed 120%ofthe busbar rating 150A Main,200A busbar .00 • • • • • • • • ' • Main Distribution •• ••• •• • • • •• SMA SB5000US • • • • • • • • • Max DC in V 600V • • • • • • • ••• • • • •• • • • • • Max DC in Current 30A/15A • • • • • • • • • th10awg in 30A/240Vac •• ••• • • • • • •• #10awg in PV start V 150V 3/4"minimum Max AC output 22A metal conduit In dwelling to first disconnecting SMA thhn/thwn-2 means SB5000TL-US #1Oawg in din rail /4"conduit fuse box 20 Amerisolar 250 modules 4 midget fuse holders Array Grounding: 2 series strings of 10: 4 x 15A 600Vdc fuses _._ ..,. Modules grounded to rail with Wiley grounding dips. Voc 380 O Every rail section lugged with Wiley WEEB and all Isc 8.75 lugs bonded with#6 solid bare CU. Vmp 303 Integrated Equipment and system grounding conductors bonded Imp 8.26 r do disconnect (Optional) on roof using mechanical CU compatible lugs. 30a ac non-fused disconnect #10AWG PV wire + - + - + - + - + - + #6awg Bare Cu ELECTRiC,,%! SRSOOOGTTL-SASSB 20 Amerisolar 250 Modules APPROVE .=',TF 1 SBSOOOTL-us inverter =------------------------------------------------------- ----------------------------------',Efficiency cur"SUNNY BOY.500OTL-US�------------------------------- Accessories ---------------------------------- ------: 98 Speed-re/Weboonnect RS485 interface interface DM.485CB-US-10 96 ..................................... ............................................. SWDM-US-10 9A 92 9 7 Fan kit 90 i FANKIT02-1 0 Eta(V�-175 VI :6 8 Eta(V„-400 VI 91- 175 480 Eta(V„-480 V) V_M s. oo 01 0.4 0.6 0,8 10 Output power Rated power j 0 Standard feature 0 Optional feature Not available -------------------- --------------------------------------------------...................................................... Data at nominal conditions Technical data Sunny Boy 4000TL-US Sunny Boy 5000TL-US Sunny Boy 6000TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.usable DC power(@ cos;p=1) 4200 W 5300 W 6300 W Max.DC voltage 600 V 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V 210-480 V MPPT operating voltage range 125 V-500 V 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V 150 V 125 V 150 V 125 V 150 V Max.input current/per MPP tracker 24 A 15 A 30 A 15 A 30 A 15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power AOOO W 4550 W 5000 W 5200 W 6000 W Max.AC apparent power 4000 VA 4550 VA 5000 VA 5200 VA 6000 VA Nominal AC voltage/adjustable 208 V/0 240V/0 208 V/0 240V/0 208 V/0 240 V/0 - AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 3 E AC grid frequency;range 60 Hz 59.3-60.5 Hz 60 Hz 59.3-60.5 Hz 60 Hz/59.3-60.5 Hz Max.output current 20A 22A 25A Power factor(cos(p) 1 1 1 Output phases/line connections 1/2 1/2 1/2 Harmonics <4% <4% **,*A% Efficiency • 0*0906 Max.efficiency 96.8% 97.2% 96.8% 97.1% 97.0%.... 97.4% ee CEC efficiency 96% 96.5% 96% 96.5% •••• 96.51 • 97.W, Protection devices • DC disconnection device 0 DC reverse-polarity protection 0 Ground fault monitoring/Grid monitoring 0/0 0 • & AC short circuit protection 0 All-pole sensitive residual current monitoring unit 0 Arc fault circuit interrupter(AFCI)compliant to UL 16998 Protection class/overvoltage category I/IV General data •d Dimensions(W/H/D)in mm(in) 490 519 185 (19.3 20.5 DC Disconnect dimensions(W/H/D)in mm(in) 187 297 190 (7.4/11.7/7.5) Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) DC Disconnect pocking dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8[b) Packing weight/DC Disconnect packing weight 27 kg (60 lb)/3.5 kg (8 lb) 0 Operating temperature range -AO*C...+60*C (-40*F...+IAO*F) E Noise emission(typical) <25 dB(A) <29 dB(A) <29 dB(A) Internal consumption at night <I W <1 W <I W Topology Transformerless Transformedess Transformedess Cooling concept Convection Convection Active Cooling Electronics protection rating NEMA 31Z NEMA 3R NEMA 31Z 2 C Features Secure Power Supply 0 • 0 T Display:graphic 0 • 0 Interfaces:RS485/Speedwire/Webconnect 0/0 0/0 0/0 Warranty: 10/15/20 years 0/0/0 0/0/0 6/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 1699B,IEEE1 547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1 0- Z3 NOTE:US inverters ship with gray lids 0 Type designation SB 4000TL-US-22 SB 5000TL-US-22 SB 6000TL-US-22 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC t u ��h'�it•. Afti , Worldwide Energy and Ma Designed for MaxiMuM power output A AS-6P30 higher power output over a longer period of tit my Special Warranties • 12 year limited product warranty. • Limited power warranty: 12 years 91.2%of the nominal power output,30 years 80.6%of the nominal power output. ...• . . .... ...... Key Features • ...... .. . ...... • High module conversion efficiency up to 16.29% 100% • •••••• ...... through superior*manufacturing technology. 97% Adaruonall ••••. :...:. ' ' • Low degradation and excellent performance under 90% ro"'way n�',• �'*• high temperature and low light conditions. • Robust aluminum frame ensures the modules to I 90% • withstand wind loads up to*2400Pa and snow loads up to 5400Pa. s �o •*19 : 20 .� • • Positive power tolerance of 0-+3%. Year • High ammonia and salt mist resistance. ■ Liner performance warranty from nmertaolar g K standard perfarmace warranty Quality Certificates • IEC61215,IEC61730,IEC62716,IEC61701, UI-1703,CE,MCS,CEC,Israel Electric,Kemco A c©°i O ,.,,,,�,,,a CYCLE o G. -- KiITEi� a.•,a�•yrca.re ewwwu `� krt)dtek • ISO9001:2008:Quality management system • ISO14001:2004:Environmental management system �� •, • OHSAS18001:2007:Occupational health and safety C�P ' (' ,'A"`�E 1 OFS_ EC� management system `� Passionately committed to delivering innovative • • www.weamerisolar.com Electrical Characteristics Dimensions EbcbNominal l ower at�C � 235W 24OW 245W 250W 255W ! 260W ! 265W �-�-� Open Circuit Voltage(Voc) 37.5V j 37.7V 37.9V 38.OV j 38.1V ! 38.2V 38.3V ...... ,.,..,•. Short Circuit Current(Isc) 8.48A 8.57A 18.66A 8.75A I &VAI 8.90A j 8.98A F Voltage at Nominal Power(V+) 29.7V 129.9V i 30.1V 30.3V 30.5V 130.7V 30.9V Current at Nominal Power(lm,) j 7.92A 8.03A� 8.14A j 8.26A 8.37A 8.47A 8.58A Module Efficiency(%) 14.44 14.75 15.06 15.37 15.67 15.98 j 16.29 A STC:Irradiance 1000WIW,Cell temperature 25•C,AM1.5 '•' BKbic•l pwwMIN at N= Nominal Power(Pm•,) 172W 175W 179W 183W 186W 190W 194W .•.,. Open Circuit Voltage(Voc) 34.5V 134.7V ! 34.9V 35.OV 35AV j 35.2V 35.3V I l Short Circuit Current(Isc) i 6.87A �6.94A 17.01A 17.09A ! 7.15A i 7.21A j 7.27A 1 Voltage at Nominal Power(V•w) 27.OV 27.2V j 27AV j 27.6V I-Ij 27.8V j 27.9V j 28.1V ` •++�+ *+"' f-T i ��M Ow�IrY• Current at Nominal Power(1,w) j 6.38A 6.44A 6.54A 6.64A 16.70A j 6.81A 6.91A 1 NOCT:Irradiance 800W/m2,Ambient temperature 20"C,Wind speed 1 m/s r Mechanical Characteristics *I sx�on Cell type Polycrystalline 156x156mm Number of cells 60(6x10) 1 I I-m Unit mm Module dimension j 1640x992x40mm Weight •••• j 18.5kg IN Curves ••••�.Front crnr•r.•• • • 3.2mm low4ron tempered glass ; • Frerne •••• • • Anodized aluminum alloy _ _-_ ;. .;...... .• •••••♦ •• ••••�.• IP67,6diodes • r€ Junctia�box :0004 Cable 4mm2,900mm ••••• ConneQdl•••.- • L• MC4 or MC4 compatible _s._...:..._. . , ......_ . .. +•••• Standag4Pxkaiging .•.. . 26pcs/pallet •••••• Modui;u;"per container•• • 728pcs/40'HO • • N N « « « • • TempO&%U&e Characteristics Curr•rrt-VdIsp wW Pow•-VdWp C rm st •9 0 90• • _ DiRernt Irr•6•noa • + Nominf4)Perating Cell Temper•trre(NOCT) j 45°C32°C N Temperature&ffidents of Pm.. ; -0.43961"C •.. .__. Temperature Coefficients of Voc j -0.339W°C , Temperature Coefficients of Isc i 0.0569W`C . 1 Maximum Ratings 1 Operating Temperature j -40°C to+85°C •• • .� N „ « �. « « i Mapmum System Voltage IO00V DC -«t -•` -"` " '"` Mapmum Series Fuse Rating 15A Omni-Vokep Cwves M 00wenl Twwwahm • • Tel: 1 0• • • • TU So RMOUM Code-Compliant Installation Manual 227.3 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. • #. 'it 1 INA,Y ffl � Table of Contents •••••• • • i.Installer's Responsibilities......................................................... !•.!t!.F Part I.Procedure to Determine the Design Wind Load..... ...............................�......�3 • Part II.Procedure to Select Rail Span and Rail Type.........................................� .•.]p • • Part III.Installing Solarldount [3.1.] Solarldount rail components................................................14 [3.2.]Installing Solarldount with top mounting clamps...............................15 [3.3.]Installing Solarldount with bottom mounting clips .............................21 [3.4.]Installing Solarldount with grounding clips and lugs............................25 ago on NOUNIRAC A HILTI GROUP COMPANY Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com SolarMo= Uni-c-de-Cotnplimttlnstallati-mmual OUNIRAC OUNIRAC UniracCode-Cotnplimti)nst u,,d nMmtual SolaiMmznt Table 3.p,wo(prf)Roof Overhang Step 7.•Determine adfustmentf=forfor height mad exposure Table 4.Adjustment Factor(A)for Roof Height& rl�y cru g-y,A Htposure Category ,y Wing the Expwum Category(Step 6)and the roof height, rya 90 100 Ito 120 130 IM ISO 170 h(ft),look up the adjustmentfactorfor heightandexposure in 2 10 -21.0 -25.9 -31A -37.3 -93.8 -MA -58.3 -74.9 Table 4. s+M 09 B C D Z 2 20 -20.6 -2S5 -30.8 -36.7 43.0 -49.9 -57.3 -73.6 IS 1.00 1.21 1.47 �b 2 50 -20.1 .24.9 -30.1 -35.8 420 -48.7 -SS.9 -71.820 IS 1.00 1.29 S Step e:Determine the Importance Fatter,I e 2 Ifp -199 -24.4 -29.5 -35.1 41.2 478 -54.9 -70.5 25 1.00 1.351.61 Determine ifthe installation is in a hurricane prone region. 10 1.00 1.40 1.66 $ 310 .34.6 42.7 -51.6 -61.5 -721 -03.7 -960 -123.4 Look up the hnportanospactor,1.Table 6,page 9,using the 3S LOS 1.45 1.70 u 3 20 -27.1 -335 405 48.3 -566 -6S.7 -75.4 -968 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 a 3 50 -17.3 -21.4 -25.9 -30.8 -361 41.9 481 x1.8 region status. IS 1.12 153 1.78 e 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -3S.2 50 1.16 1.56 1.81 2 10 -27.2 -335 -10.6 48.3 -567 -65.7 -75.5 -969 55 1.19 1.59 1.8.8 4 2 20 -27.2 -335 40.6 48.3 -567 -69.7 •75.5 -969 Step 9:Calculate the Design Wiad Load,pan(psf) 60 1.22 1.62 197 2 50 •27.2 -33S 40.6 48.3 -S67 -65.7 •75.5 -969 n 2 100 -27.2 -335 40.6 48.3 -S67 -65.7 -75.5 -969 Multiply the Net Design Widpreuroe,peaso(psf)(Step 4)by Swses ASff1437d5,MiannnDesiP lmd.for ms7dGp and Oar. the adjustmentfactorforheightardexposure,A(Sea 7P)the Sevsys.a.0"-6.Fit-6-3.1. $ 3 10 45.7 -S64 -68.3 -81.2 -95.3 -110.6 -1269 -163.0 TopogmphicFrrtor,Kr(Step 5),and the Importance ,1 A 3 20 41.2 -SO.9 -61.6 -73.3 •860 -99.8 -114.5 -1471 (Step 8)using the following equation,or Table S Worksheet. `p 3 50 -35.3 43.6 -528 -62.8 •73.7 -85.5 -98.1 -1261 si 3 100 -30.9 -XI 46.1 -54.9 -64.4 -74.7 -85.8 -110.1 Prot(P�O=AK¢Ip.,nw 2 10 -24.7 -303 .36.9 4 -6 3.9 -51.5 -59.8 66 -88.1 2 20 -24.0 -21A -35.8 426 -50.0 -58.0 -66s 45.5 pr (p.�=Design WsndLoad(IOpsfminimum) 0 2 50 -23.0 -28.4 -34.3 40.8 47.9 -55.6 -63.8 -820 2 100 .222 -27.4 -33.2 -395 464 -S3.8 -61.7 -79.3 A=adjurtmentfactorfor heightarsdegmure category(Step 7) 3 10 -24.7 -30S -36.9 43.9 -51.S -59.8 -68.6 481 Ke=TopogmphicFactor atmoun mof height h(ft)(Step 5) 3 20 _24.0 -29.6 -359 42.6 -50.0 -580 -665 45.5 e 3 50 _23'0 -21.4 -34.3 40.8 47.9 -5S.6 -63.8 420 1=Importance Factor(Step 8) we 3 100 -22.2 -27.4 -33.2 -395 464 -53.8 -61.7 -79.3 pmso(psfl=net design wird pressure forEtpwuro B,m height S--ASCNSi1 7-03.Mia-Desir fad,fe lkgdot.ed Od-Seuauas,Ow*.6.P'µ. =30.1=I(Step 4) Use Table 5below to calculate Design Wind Load. The Design Wind Load will be used in pan D to select the appropriate SolarMount Series rau,rad span and foot spacing. S:Deter•tine the To hieFaetor,if Step 5: In Part l[,use both the positive(downfortt)and the negative For the purposes ofthis code compliance document,the Suixtace Rouottness e:has open terrain with scat- (uplift)results from this calculation. TopogmphicFactoq Ke,is taken as equal to me(1),measring, tered obstructiorohavingheights generallylesstban the installation is surrounded bylevel ground(less than 10% 30 feet.This category Includes flat open country, Table S.Worifsheet for Components and CladdngWmd Load Calculation:IBC 2009,ASCE 7-0S slope).Ifthe Installation is not surrounded bylevel ground, grasslands,and all watersurfacm inhurricane prone please consult ASCE 7-0S,Section 6.5.7 and the local budding regrow. authority to determine the 7bpogmphicFstar. StmraeaR000mssas o:has flat.unobstructed areas v�ang Hee, srh wy. u,. adw4 and water surfaces outside hurricane prone m. Building Hd�t h k Pr regionn. Losse Horaanm Dimension It Step 6:Detemine Zxpostore Category(B,G D) This category includes smooth mud flats,salt flats,and Rod Pits dagr.as unbroken ice. Farpoawa Ceteg°y 6 Determine the Exposure Category by suing the fol°wing B.slcWind Sped V mph I Fi&rel definitions for Surface Roughness Categories. 9facdve Wssd Ares s/ Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the 2 cae ASies,-t7-05 defines wind surface roughness local building authority. Rod Zane LocSetalioack Langan a k 3 Fig.Tibia l vtegodes es fafiowa: •• 000 • • • • • •• Rod Zana Loodan 3 F•rre 2 Suntx ctt Rouotmess m is urban and suburban areas, • • • • • • • • • Net DeaipnWM Pressure Pnast paf 4 Table 23 wooded areas,or other terrain with numerous closely • • •• • • • • • Topographic Factor K. 5 spaced obstructions having the sits of single family • •• • • • • ••• • Ad-tmeot fatter for height.nd wposws caagory A 7 Tabls 4 dwellings. • • • • • • • • • Impor•nre Factor t B T.61e 5 •• ••• •• • • • •• Tam Dmignw d Load P- pal 9 • • • • ••• • 8 4,60 • •• • • • •r7• • • ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• SolarMount mirrlecode-Complimethtstallatiommnuai OUNIRAIC OUNIRAt unimeCode-compiimettn9tol(adonMmmal SolarMotmt Part I.Procedure to Determine the Design Wind Loadeet [1.1.]Using the Simplified Method-ASCE 7-05 't� �` 10 , e6 arp6 I The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design bythe American Society of Civil Engineer;and referenced in wind loads may be obtained by applying Method D from ASCE the International Building Code 2009.For purposes of this 7-05.Consult with a licensed engineer ifyou want to use "k.) Boatmen%the values,equations and procedures used in this Method Il procedures. 1' ro-Ph document reference ASCE 7-0S,Minimum Design mads for Theeepmtion for determining the Design Wired incl for Buildings and Other Structures.]lease refer taASCE 7-OS(f aomponmts mdeladdmgis: y—have any questions about the definitions or p,--&— presented In this manual.Univac uses Method 1,the Simplified Method,for calculating the Design Wind Load for pew(pail—_ °tp"`no ualsq pressures on components and cladding in this document. Design Load 146M)p,w(PafJ Di Wi The method described in this document bvalid for flush,no hilt,SolarMount Series applications on either roofs or wall& A=adjustmentfatorfor building height and aposure mtegory — AtOesperhow Plush is defined as pemb parallel to the surface(or with no 1- (mbar[par—4 more than 3"difference between ends of assembly)with no Ka=7bpogmphlc Factor at mean fheight,h(ft) more than 10"space between the roof surface,and the bottom 1=Bnpor[anupador �1.Hash aSrd Speeds.Adep4dard 13DM oftheWpareels. aWiwbL.ASCE 7-0S Vdeesarermmbra[ t44(es) 14(631 hsg631 This method is not ed fors n structure calculations. dugn& gurtwbedepndrot33feet 1 spa°" Pe pmw(psf)=wtdesign wird preesureforFirerrum B,at height ab�4nt,tm adt BspmemaCaasarrC. AppliontioruofblwwpromdumismbjectmtlwMiawhg =30feet,7=7.0 .',atp swr�.I VMa a.abn ASCE 7-0Sfimitationet: so(" 1.The building bright must be less than 60 feet,le<60.See lose note for determining h in Bre mxt section.For installations You will also need to know the fallowing informstiore: Mil t41sN me structures greater than 60 feet,contact your local Unimc Distributor. Baric Wind Speed=V(mph),the largest mcorndgerst of wird In the last 50ymrs. Step 3:Determine Roof1 WaD Zone 2.The building must be enclosed,not an open or partially The Design Wind Load will vary based on where the enclosed structure,for example a carport. hV0=total rmfheightforffat mofbuildirgs or mean roof i t pitched buildi s installation is located on a moil Arrays may 6e located in more 3.The building is regular shaped with no unmbe8hfr Pihed mof R4 usual geometrical athan one roof zone. irregalsrityIn spatial form,for example a geodesic do me. RoofPitM(degreer) [king Table 1,determine the RoofZom Dimension length, 4.The building is not in an extreme geographic location such a(ft),according to the width and height of the building on as a re—canyon or steep diff. This manual will help you determine: which you are installing the pv system. S.The building has a flat or gable roofwith a pitch less than 45 Effective WindArra(p=minimum taalcomincnus am of degrees or a hip roof with a pitch less than 27 degrees. modulrs being inermlLd(Step 2) 6.Ifyour installation does not conform to these requirements please con tad your local Unirac distributor or a local RoofZone=the area ofthe mof)ou are inaalfirg the pvryrtem professional engineer. acmrdingto5'tep3. Table 1.Determine Rocef/Wall Zone,6triension(a)acccer(ling to bulking width and height if your installation is outside the United States or does not Rmfzom Dimension=a(fr)(Step 3) a=10 pectens of the Imrt horisaud 6ownsien or 0.4h.whidever is amsll.,but not less then e1&-4%of the,(rest horia:enel meet ail of these limitations,consult a local professional dmemion or 3 it of the WWI% engineer or your local building authority.Consult ASCE 7-05 Ppomre category(Step 6) Bee( leas llodtoned Dinemion(� 10 /5 20 25 30 40 SO 60 70 80 90 100 12S IS8 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 0 12 16 20 [1.2.]Procedure to Calculate Total Design Wind IS 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 26 3 3 3 3 3 4 5 6 7 8 8 8 8 8 6 8 12 16 20 The procedure for determining the Design Wind Load can be Step 2:Determinbrg$dectirn Wind Area 25 3 3 3 3 3 4 5 6 7 e 9 10 10 10 10 10 12 16 20 broken Into steps that include looking up several values in 1• • •• 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 different nobles.TaDleS has been provided asaworlcshee[for Deterndne Alelrnm��ea otcon nun�� Volt wins 15 3 3 3 3 3 4 5 6 7 8 9 10 125 14 14 14 14 16 20 the following 9 steps(page 8) load) This is the�rrelis-s o . (cirar t#rW l tins 4O 3 3 3 3 3 4 5 6 7 8 9 10 115 IS 7. 16 16 16 20 bad)to;uppor[or tQa�me-sp'n �Imt�r�•the • 45 3 3 3 3 3 4 5 6 7 8 9 10 125 IS 175 IB IB IB 20 Effective d`rea, fptalggeaBfth•fewrtnsmbe•of • so 3 3 3 3 3 4 5 6 7 8 9 10 125 IS 17.5 20 20 20 20 Step 1:Determine Bash Wind Speed,V(mph) modules V i run o(is�sslf the yyllest area of ce•timeus•• 60 3 3 3 3 3 4 5 6 7 8 9 10 125 15 17.5 20 24 24 24 modules exceeds 100 sq ft,use 100 sq ft(See Table 2).Ill." Determine the Basic Wind Speed,V(mph)by consulting your mured down to values available in Table 2. Sow—AS(F/S97455.Mb:rrme De,apr Iso&hr Odbp and 0&r StumeraO pe-6,F*-&3,p41. local building department orlocating your installation on the maps in Figure L page 4. • • • • • • • • • • •3 •• • • •• • • •• • • 6411011 • •• • • • • • • • • • • • SolarMoure UnilacCode-ComplialttlnstallationManual OUNIRAC OUNIRM Unvoccod,-Complimttlnsta11t1d-m,tual SolatMount [3.4]Installing SolarMount with grounding clips and lugs 10 year limited Product Warranty,5 year limited Finish Warranty Oy.adt.P.adt:.pv...b. lhw.c,lnt...rar.m th.wie.J Wdr W dR"by AAMA 409 8 610.02=Ckmwg NwiM.1F.•p�dW VV—Ar p i fid,• r•P.rtt d pd..(.)M.t k nwaa Nn. 4 M—brA a-tally PlMdwd Pd—"b.r.,..abty pa.r..m b. ('Predu�.r M.a O.d:.aalbdm:t.M.t Alumimmi(wwar.ruto 0 nae Wb d dO,,ew d. Lh,b d.11,pi,or r.pbo M. UGC-1 M.P.,dua%.S b.6..hem M.aa:.n.e..:1 by Pwd...nTW.W—yda.n.t oe..r dar P.eda.t.ar..y P.rt dwee,I.U"n rtloTM -a-H.-.Np br.P.iad d t.n(10) c d6-6—S..%-pw—pVonw.tddl .a.pe h.r M..nel sd Rm.b.v.Aid.f d"pne.0 m.A.>indLee. mmp1.1*m*uW dbd. .4 dtlnb.ci 'r, da.nPs -- 4.11 b.Irv.I—wdt.p«Gq.er..dart er GN.hWy.iM r.sp.stm eb:M1nk"VVrr...r• d9 I I P ed.uV ddl b.VdD n b..aS.tlon d M. au..S.d.r nen..l.m.upl..;t aeediva.. Pda tAdr.c b.Ib61. t I I e. grbrm.d in..verd..e wish I br.pnbd d fir.(S)y..rs,am M...rbr far.p.d.lbdir..t er mryw.wl.1 d...� I lhdr.cG wrlu...lnmThrien In�uob..,.r n M. d1)M.d..d..il...A—dt6P&.0 vidq artd>r.bndmu..by P.d..rd ....:0 P.dnr.R 16s_ medl*nPm,.ery LW.esr.l..d,er 2)b d.y.dtr d..p.dw d M.P.ednm Tiwn ;( M.P.ed.e M. P.dr..r " ^et pmv.dy..dvb.d by lln's.o '9.`. Nb /.� '1 - arip� �' I�WRITNGar 17tH P.vdu¢b basMdb. pL.dmw.r.drrb..I b.m...udePV L,,� I� - UGC-1 - I P(p.ro24511d.VGCa pomdbed Vv...ne�' nvi.a.....nt for wbiM R a..net d.ipwd, medul..r.d x..ld�a..•�r PQM eiun ['1E/ I dip lnn.p meraohd aor troll T.FWA VA,..er den nit Rplym.gy fr llei.ae..1 net b.T.6l.b—..qu^e.l wvrrtiad Mir ern.WisA S.Q.d VW.," C\1 . 1 1 1a9a•n.dub b.pbuen Np f d.p�d an tM&,i.%.AJ oo.ldq..tar inad.ctd d.n;.s.ivin`eutd mr.nwdyb ProMaywd eat..y.r6w4 iw.e u.,.rwrt katbnardo.a.po.odlgpaM in mr.em.b..e.b.dc mndluanaw wrclud.d. th—fM.Prdv by Park—d.r.w __ tl.oaSAren(P(43,men.,ds). Tw F.dd.V%—y f.VdD dM.p—dm, dw..ana... SGIWMaml•rob(grey type) WEEBLug d ��1miP w tgdw tat dearame Ildeln thserodrs the Jialwd.r.Plttre Me,WW-tree! Pubwad.r�the bdt ertnmd tl.dimpl wdleo.MxYthe dlartb—rdL Plane 6.lWportbn (I, d the b.1t..dtWrd-.tdj1.t ''�! na,l.�.rr�tdl.mw.t,tedAat -1' Tahhn O.mtMedirr�Ia.ve "` - romplettyemhddebeddediw the ra8 endlay M,.hadedd&Vk,.aA. ( I .. '. St.IH—Steel Pat .8_tght M-Wr.imlmm..Yipn WcO—(wEEH) mdamxplodd blml mru.mPn '`.� - beevmrd.d.Pn;mortrudandrhe lytth—Ch the WEEa Pf6.ar2&UGC-1 lcyoutfo— Fk-29.Shg4wrrg— dbW and edd—ber f—ddn in row. wfthTizd rd7.. "X"dmeh.plaa.b irumE UGF7. •,, x l rx .. .. ..:,i : . �ox x x Eren NmnberfM.dda OddNwnbrr fModu1esb.row 1 • ••.:•. •- f .•Y-.-.IV•• • •• •�•¢PaunF; • • • •• wbe fv enllra anvy M U N I R` 1411 Broadway Boulevard NE • ••• • ••• Y 26 • as Albuquerque NM 87102-1545 USA • • • • • • 025• • • • • • • • • • • or • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SolarMotmt UnirucCode-CompliontlnstallationMmtual OUNIRAC OUNIRAC UniracCode-Complianilns[allationManrlal SolarMount [3.3]Installing SolarMount with bottom mounting clips [3.3.1]Planning the installation area ois,once ne,ween This secrion covers SolarMount rack assemblywherethe insta&rbw elected to use bottom mountingdamps to secure modules to —inn isen cenerrs --. Decide on an arrangement for dips,rails,and L-feet(Fig.22). Marx•- - the rase.It details the procedure for flush mounting SolarMount system to a pitched roof. r -- Use ArrangementAifthe full width ofthe ratlscon rect the module.Otherwise use Arrangement B. Carrtbnr lfym ch—ArrargementB,either (1)tae me egryer motmting hobs of ehe Ejector E (2)6e certain that the L j'eetand elm poridan don't drlc b /CIf rails must be parallel to[be rafters,it is unlikely that they u- y V can be spaced to match rafters.in that mm,add structural L -. supports-eithersleepersover the mofor mounting blocks beneath it.These additional members must meet code;din doubt,consults professional engineer. o+.once b.�wee-, / \�\�\.. leo bou eenres \.. Never secure the footings to the roofdecking alone.Such- arm uchen armrgementwill not meet code and leaves the installation .-rn.��n�n neiwen•�� and the roofitelfvulnemble to severe damage from wind. modu�e�movnPnq ncie. Leave enough mom to safely move around the array during installation.The width ofa aril-module ammblyequals the r _[ length of one module.Note that L-feet may extend beyond Y �- the width le the of the ly arse as much is 2 inches on each side.The length of the assembly equals the Corel width of the n•. � / modules. pgrae2Z.QfpArrangemmtrAoadB 1Jy'` LT J �t Vii...�i �.,.i �.• MVm 21.SMR and CO contporuna Table 14.Wrenches and torque W—h Recommended SMinL—teeIhardwamcanseisrup,ap—. sae torque(R-Re) Q m0edaa0btg 7osignownt(yreduoeltr '/."hardware %." 1 0 lil hhood,(1)appty hrbrkant to bolts,preferably X"hardware %." 30 --d-i-hdrrlean4 amilableatautopard stores,(2)shade hardware prior to lnstalladory Naeerap *.dR�de Tree ep*ae 1,hae and(3)crock!spirmirngon nub at high speed. ��en• See hnta0ation S.Tpl mere 910,G¢Ifirtgand Id Prevention,atwww.rmiraaoom. goIll • •• • • • • ••• • •• ••• •• • • • •• •• • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SolarMotlyd Unirnc Code-Compliant Installation Manual OUNIRAC alUNIRAC Unirac Code-Complimttln wuation Mmwal S01MMOUilt [3.2.2]Laying out L-feet [3.2.3]Laying out standoffs L-feet(Fig.7)can be used for attachment through existing Standoffs(Figure 10)are used roincrease the height of the --" roofing material,such as asphalt shingles,sheathing or sheet array above the surface of the roof.Pair each standoff with a t metal ro thebuildingstrurn e. flashing to seal the lag bolt penetrations to the roof. r" Use F(gare 8 or 9 below to locate and mark the position of the Use Figure 11 or 12 to locate and mark the location of the _ L-feet lag screwholes within the installation area. standoff lag screwholes within the instaflatan area. j if multiple rows are to be installed adjacent to one another,it Remove the tile or shake underneath each standofflocation, is not likely that each row,will be centered above the rafters. Fgure7 exposing the roofing undedayment.Ensure that the standoff Fir—AM A-'-4 autSesosrul Jj`(100 Adjust asneeded,Mowing the guidelines in Figure 9 as base lies flat on the undedayment,but remove no more mate- tndlHtep tandffued W mVurwrion closely as possible. rial than required for the flashings to be installed properly. wfA ten Lfooc Thesk dojjs mut belbmlyatftachedmthebutldogsht fume. r Overhung 257-L max 25%of module dth if multiple high-profile rows are to be -Fool Spacfg/--+ h Rad Spon"L' Overhang 25%L maxim Foot spocng/_-. 25%modach dffd installed adjacent to each other,it may not Rai Span,L L be possible foreach row to be centered above the rafters.Adjust as needed,following the ( . J guidelinesofFig.l2ascloselyasposMe.50%of module V } L V w tlm(nP) sod IuP tsst/ F -- � f�_ ---_ i. - _- ^ e" Installing startufofls: >tie-AfW k. b. Lower roof edge Drill 3/16 inch plot holes through the 1 Lower root edge) Raft— '.—aa*—A.Bymr ate r -- - Rafters-- -� undedayment into the center of the rafters at(BuildingShucfure J (e%I).r/ab6awmr `(Binding Stn-tures each standofflocation.Secuely fatten each e,mttrautacl esdamtsr. standoff to the rafters with the two 5/1(r lag Aam:Maddn musebeeaendmamsetoribmr th. b screws. Pfgue tayoutwith mat pependicdarm� (./.2A Fnh66nwwmr,mB vn re Awe.am ar Ensure that the standoffs face as shown in Firtrell.1pouswirhr®lsprpen&edmnngfYtrap.pmdiudarmngR ra. Figure 11 or 12. Installing L-feet Urdrac steel and aluminum two-piece 25%ofmodd—ndfh50%of module widen standoff3(1-5/Er O.D.)are designed for Drill pilot holes through the roof into the collared flashings available from Unimc. center of the rafter at each L-foot lag screw - Overhang 25%of-- _..� 50%B typical Install and seal flashings and standoffs hole 1—tion. l%-ly,' :.. - motlUe widen(IYP) - using standard building practice—as the company providing roofing warranty direct. Squirt sealant into the hole,and on the shafts - -p � + ofthelagscrews.Seal the underside of the L- T._ t i,)�., ahs• -- f feet with a suitable sealant.Consult with the company providingtheroofingwarranty. - Foot spacing/ d } ..l Securelyfasten the L-feet to the mofwith .Rod Spon,L ' thelagscrews.Ensure that the L-feet face as shown in Figure a and 9.Por greater ventfla-n } 1 F Rai SSpa,T' ,h tion,the preferred method to place the � -' � i, i single-dotted square side ofthe L-footageinst Lower of edge --"- l theroofwiththef.Ifte installside pews- " Overhang 25%Ln+ax { dirmlar to the roof.ifthe instalkrchoosesto mount the I.-foot with the longleg against the j } Overhang 25%L.mm roof,the bolt slot closest to the bend must beLo,vef roof edge teed Rafters(euiding Structure) — rvoet M.&k.ranrb. • • ••• •f • • + -.--..... Rafters(Bindng ShvcMe) Fir"9.Layout with rails Pa.—fo • • • • • • • • • • Hoer Mottle mot tem Idu MbWJa0ym arta. •• ••• •• • • • •• (�/-I).7Mb 6aot Nrrnrr.tall Vniterlbr mtberre. Fjrrse 11 ia)—hr 7spadki sangfert. • • • • • • •171 • • ig •• • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • SolarMount Uniraccode-compumtlnstallatlonmanual OUNIRAI OUNIRAC Unfraccode-Compliartthwaliati mmual SohrMotmt Step 6:Determine the Upli tPointLoad,R(ane),.t each connection based on nPart III.Installing SolarMount"Elspan You must also consider the Uplift PointLoad,R Obs),to determine the required lagbolt attachment m the roof The Unirac Code-Compliant Installation Instructions support applications for building permits for (building)structure. photovoltaic arrays using Unirac PV module mounting systems. This manual,SolarMount planning and Assembly,governs installations using the Solarldount and SolarMount HD(Heavy Duty)systems. Table 11.Uplift Point Load Calculation [3.1.]SolarMount rail components Total Dip,Lead(uplift): P pd step I ��-- Module length perpetdiruhr to mils: R ft Rail Seen: L k Srep4 �,_-- �: a Pi. X"Oji 0 00 Uplift PdLead: R lbswow I a } Table 12 Lag ptl-out(vNUtdaaaf)cpaddes lbs)in typical roof l rrlber(ASD) Use Teble 12 to selecta lag bolt _ - size and embedment depth to O ./• Ptrtoe 0.SdmMountaranderdrm2cmrrponmra lot c,en'eped�ve satisfy your Uplift PointLoad Pore,R(lbs),requirements. Divide the uplift poimload(from Fe.ey wd,dvmd depd, 3961e 11)by the vAthdmwal 0Rag-Supports W modules.Use two per mw of lockwasher for attaching L-foot.Flashings Use one per capacity in the 2nd column of modules.Aluminum extrusion,anodized. standoff.Unirac offers appropriate flashings for both Dougbss Fi,ltd. 0.56 266 Tebl.12.Thisresults in inches standofftypes. D. Fi,S"th o.46 235 of 5/16 lagbolt embedded thread le Rail spHee-Joins and aligns rail sections into single Nom:There is also a flange type standoff that does not usl.. depth needed to counteract the require an L-foot. P length of real.It can farm either a rigid or thermal Eng.h..ee.e Sp..eclLedggel.Pine uplift force.Ifotber than lag expansionioint,a inches long,predrilled.Aluminum AAluminum tw pieae standoff(optionabW and T)- (MSR 1656 f 6 hixle.r) 0.46 235 bolt is used(as with—crew extrusion,anodized. Use one perl.-foot Two-piece:Aluminum extrusion. or steel),consult fastener mft Includes 3/9"x 3/4-serrated flange bolt with EPDM H.-F's,Rad—.d(dewpein) 0.43 212 documentalion, washer for attaching L-foot,and two s/16'lag bolts. H.—Fb(N.rth) 0.46 233 � splffce�or 2�gper expansiojoint.Galvanzedsteel.rigid It b the immikres bili 0 Leg screw fort-foot(5/16')-Attaches standoff to Southene Pine 8.3s 307 d�M responsibility.ty rafter. m verify that the substructure O L-foot-Use to secure rails either through roofing SPrw<q Me%Fir 6.42 20s and atmehmestmethodis material to building structure or standoffs.Refero IS Top g Mountie Clam ps strong esough to support the loading tables for spacing.Nae:Please contact Un me Svreece Pine.i,. masdmt® imbed.eakalemd (E d2tnRawe p.i..d Nie to foruse and specification of double L-[ort. To Mounting Ground end pale.dMSR a,d MEL) 6.56 766 aceordigg m step S and Step G P d•8 i4g Clips LttB• SeurrarMsmr Wood Gum,b5 200S.Tdb 11.2A 11.3.2A. ©L-boot bolt(3/8'x 3:")-Use one per L-foot to secure tail to L-foot.Stainless steel. hhrs(I)Th—d—b.mledded it d. Fo:,do^ orotlis enemnel.enen areepd nitl�Je Installer supplied materials: b.i&v anumaaLag sestew fort.-foot-Attaches L-foot or standoff o R)Gtr ova b.li,e W b d.nidde Aw: fdeaneard numbs: 0 Flange sun(3/3's-Use one per 4foot to secure rail o raf er Determine the length and diameter based on pull- P)Thea:wlreeac,eees6dFrset�"� •• ••• • • • • • •• L-foot stainless steel. outvalumIflagsrtewhead is exposed to elements,use (4)aM tabb den r,oe:cf.der,ser ropeab.t(rma.y;mevaobmlgiao-a.pe�y fit fiefs® • • • ♦ • • • • wet nepdse 4-16— • • •• • • • • • stainless steel.Under flashings,zinc plated hardware is IS)lo-1 lot bob wah hod-d hr f.h m,u fF (n.Ftp}De ret aereepee O increase ncrmpam height fihea tray ail a he surface6o adequate. (6)wadm�el dm'pr viae ji tA, w roreW .W b.n Ail d by.ppieobh od' • •• • • • • ••• • inn or to al ow for of the array shove these one per the S,eTobb/6].I hdn Ane.imn Wed fond NDS N6odGnea.cebr.Ys"'r' °"* • • • • • • • • rooforOepie for the use onditiin4wr one per ^01^"OLI' 16r •• ••• •• • • • •• L-foot.One piece:service Condition (very severe) Wamrpro°frooHgg seelast-Use axahmt appropriate "tin N^su^de-.-h let erewa zinc-plated-avelded steel.Includes 3/8"x 'bolt with to your roofing materiaL consub with the company currently providing wananty of roofing. • • • • • • •13 • • 14 • • • • • • • • • • ••• • • • ••• • • SolarMouttt UnirncCode-Comp(imt[)nstallatlortMonttaf OUNIRA OUNIN1r UniracCode-Complimttlrtct-u d-Mmulal SolarMatint Table 3.p-(pat)Roof Overhang step 7:DetermiMadjustneentfndorforheight and exposure Table4.AdjusanentFactor(A)for Roof Height& t�v4drs..¢rpvy mtegory,A Exposure Category w Using the Exposure Category(Step 6)and the roof height, ant. M 1 90 100 Ito 120 130 /b 150 170 h((t),look up the adjuwnentfrcmrforheightardeaposure in 2 10 -21.0 -25.9 -31.4 -37.3 .43.8 -50.8 -543 -74.9 Table 4. 1.140 R C D g 2 20 -20.6 -2S.5 -3o.8 -36.7 -43.0 49.9 -573 -73.6 IS 1.00 111 1.47 2 5o .20.1 -24.9 -30.1 -35.8 420 -447 -55.9 -71.8 Step e:Determine the Importance Fedor,I 20 1.00 1.29 5 v 2 100 -19.8 -24.4 -295 -35.1 41.2 478 -54.9 -70.5 25 1.00 1.35 1 1S.61 a` Determine if the installation is 1,a hurricane prone region. 30 1.00 1.40 1.66 $ 3 10 -34b 42.7 -51.6 -613 -721 -83.7 -96.0 -123.4 Look up the bnportaroeFador,I,Table 6,page 9,using the 15 1.05 1.45 1.70 0 3 20 -27.1 -335 405 48.3 -56.6 45.7 -75.4 -968 occupancy category description and the hurricane prone 40 1.09 149 1.74 e 3 50 -17.3 -21.4 -25.9 -30.8 d61 41.9 441 -61.8 region status. 4S 1.12 153 1.78 a 3 100 -10.0 -122 -143 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 .273 .335 40b 48.3 -56.7 -65.7 -75.5 -969 SO 1.16 156 131 S5 1.19 159 1.M 2 20 -27.2 -335 40.6 48.3 -567 -65.7 -75.5 -969 Step 9:Calculate the Design Wmd Load,pen(paf) 60 1.22 1.62 1.67 2 50 -271 -33S 40.6 49.3 -567 -6S.7 -7S.5 -969 2 100 -27.2 -335 40.6 49.3 -567 -65.7 -75.5 -969 Multiply the Nd Dts(grt WindPreuure,pbya(psf)(Shp 4)by S.-ASC/Sf7 7.05.M..b-Dmy,toad. &Mw and Od w the adjustmentfact rfor height ardexpoa im,A(Shp7),the revmo.tae44r6.Fisuo.6J.p44 kr $ 3 10 45.7 -56.4 E8.3 81.2 -95.3 -110.6 -1269 -163.0 Topographic Fodor,Kv(Step 5),and the hnpormrwe Fodor,I 320 411 -50.9 -61A -73.3 -860 -99.8 -114.5 -147.1 (Shp B using the following equation,or Table 5 Worksheet. g 3 So -35.3 43.6 -523 -62.8 -73.7 -45.5 -941 -1261 a: 3 100 -30.9 -38.1 46.1 -S4.9 -64.4 -74.7 -65.8 -110.1 p„n(Psi)=AKalpeaso 2 10 .24.7 -30S -36.9 43.9 -51.5 -59.6 -68.6 48.1 2 20 -24.0 -29.6 -35.8 42.6 -50.0 -S40 E65 85.5 pea(psD=Design Mod Load(IOpsfmirnimum) v 2 50 -23.0 .28,4 -34.3 40.8 479 -55.6 41.8 820 A=adjustmentfadorfor height andcTerturecategory(Step 7) � 2 100 -222 -27.4 •33.2 -39.5 464 -53.8 -61.7 -79.3 w 3 10 -24.7 -305 -36.9 43.9 -51.5 -59.8 496 841 Ke=Topographic Fhdorat mean fhaight h(ft)(Step 5) 3 20 -24.0 -29.6 -35.8 426 -50.0 -540 -665 85.5 `0 350 -23.0 -28.4 -34.3 40.8 47.9 -55.6 -63.6 820 I=Importance Factor(Step 8) ° 3 100 -22.2 -27.4 43.2 •39.5 464 -53.8 -61.7 -79.3 a p„usa(psf)=nor derign windpressure forExposrae B,at height I,-AKEtSD Ids,Mhh..mDoip,lmdi(BuadnP u,d Odr Sovco.m,awps 6,P,44 ,1-1(Shp 4) Use Table 5 below in calculate Design Wind Load. The Design Wind Load will be used in Pon 11 to select the appropriate SolarMount Series rail,rail span and foot spacing. Step 5:Detemine the Topographic Factor,Xaa In Part U,use both the positive(dawnforce)and the negative For the purposes of this code compliance document,the Sumca Rouomtass e:has open retrain with scat- (uplift)results from this calculation. TopographicFactor,Kx,is taken as equal to one(1),meaning, tered obstrucuonshaving heights generallylessthan the installation Is surrounded bylevel ground(less than 10% 30 feet.This category includes flat open counntry, slope).Ifthe installation is not surrounded bylevel ground, grasslands,and all watersurfacesinburricine prone Table S.Worksheet for Components and CladdngWind Load Calculation:IBC 2009,ASCE 7-05 please consult ASCE 7-05,Section 6.5.7 and the local building reg..-. authority to determine the 7bpogrnphic Factor. So9stce lo ROvoesa tt o:has flat,urnbstrued areas wat0mm.' 4- Building Hight h k and water surfaces outside hurricane prone regions. WWI.&Last Horizmd Dlmemion It Step 6:Detet>aine Rxposarre Category(B,C,D) This category includes smooth mud flats,salt flab,and Rod piah deg- unbroken ice. fagtosure Category 6 Determine the Exposure Category by using the follovring definitions for Surface Roughness Categories. Bf- dSpaced V mph I ROmel Also see ASCE 7.05 pages 287-291 for further explasnadon and #-�°W'd Ara s/ explanatory photographs,and confirm your selection with the 2 The ASCE/SEI 7-05 defines wind surface mug¢aes local building authority. Rod Zona Setback Length a It 3 T.W.I cahgeries as Fail-: •• ••• • • • • • •• Roof Zeta Location 3 RV-2 SVMACa Rouangra:sa:isurbanandsuburbanareas, ! • • • • • • • • Nat Design Wld Presort pousa pA 4 T.M.2.3 Wooded areas,or other terrain with numerous closely • • •• • • • • • TopograpMc Factor K. x 5 pared abstruceonshadng the Am of Angle family • •• • • • • ••• • Adiustroam6ctar/or heightard w oatre category A x 7 T.M.4 s dwellings. • • • • • • • • • b.peranes Factor I x8 Tanta 5 •• ••• •• • • • •• Toast Deugt Wind Lead Port Psi 9 •• • • •• • • • i i • •• • •• i • • • • • • • • • • • •• •• 0.19 • •• •• ••• • • ••• • • PERMIT. Emma N.W. 101 St Array to Inverter < 25 ft Inverter to Service Panel < 10ft Weight of Solar Modules < 40 lbs ea total 800 lbs over entire array on 36 stand-off(22lbs on ea) . . .... ...... ...... .. ...... .... .... . . 5 5ft .... .... ..... 24ft • . ...... .... ..... .. .. .. . ...... . . . ...... Roof-tap ..�.. use J-box ...... .. . C ' Production 'i Meter Utility Solar Inverter _ ; o �1,1 Service Meter Panel Property ID: 11-3101-022-0190 South Solar-Ray Inc. 6007 Anno Ave. Address: 125 NW 101 ST Orlando, �L 32809 Owner: FEDERICO HAURI 407-443-4404 Miami shores Village `S��R�s s� Building Department se,;y, 10050 N.E.2nd Avenue d Miami Shores, Florida 33138 Tel: (305) 795.2204 ORtDp Fax: (305) 756.8972 Date: 6-16 -1_5 Permit No: D vD R Structural Critique — Syed Ashraf - Plan review is not complete, when all items above are corrected, we will do a 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. r w { Miami Shores Village �sN4.1-93 � Building Department �� „ J_ � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �-OR1Dp' Fax: (305) 756.8972 JUNE 17, 2015 Permit No: EL-6-15-1462 Planning Critique SOLAR PANEL LOCATION PROVIDE A ROOF PLAN SHOWING THE LOCATION OF THE PROPOSED SOLAR PANELS. PLEASE PROVIDE DOCUMENTARY EVIDENCE THAT THE SOLAR PANEL PROPOSED ON THE FRONT SLOPE OF THE ROOF CAN NOT BE PLACED AND INSTALLED ON THE ROOF WITHIN AN ORIENTATION TO THE SOUTH OR WITHIN 450 EAST OR WEST OF DUE SOUTH AND IF NOT PLACED ON THE FRONT SLOPE, TO WHAT EXTENT WOULD SUCH ALTERNATE LOCATION IMPAIR THE EFFECTIVE OPERATION OF THE SOLAR COLLECTORS. David Daquisto 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. t►ORf S Miami shores Village �5`"c "'_ Building Department ones J �.�..� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a'�� Tel: (305) 795.2204 R'IDp Fax: (305) 756.8972 Date: 6-1 fj Permit No: C-L.(S -/� l j,- Structural Structural Critique — SyednnAshraf , p, tLL It CI-11 Ce� Tc-il I Plan review is not complete, when all items above are corrected, we will do a 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. r - ♦5N°RES MiamiShores Village << Building Department 1311 J_ 11111M 10050 N.E.2nd Avenue Miami Shores, Florida 33138L"eo'es 0 � Tel: (305) 795.2204 ei0RiDp` Fax: (305) 756.8972 JUNE 17, 2015 Permit No: EL-6-15-1462 Planning Critique SOLAR PANEL LOCATION PROVIDE A ROOF PLAN SHOWING THE LOCATION OF THE PROPOSED SOLAR PANELS. PLEASE PROVIDE DOCUMENTARY EVIDENCE THAT THE SOLAR PANEL PROPOSED ON THE FRONT SLOPE OF THE ROOF CAN NOT BE PLACED AND INSTALLED ON THE ROOF WITHIN AN ORIENTATION TO THE SOUTH OR WITHIN 450 EAST OR WEST OF DUE SOUTH AND IF NOT PLACED ON THE FRONT SLOPE, TO WHAT EXTENT WOULD SUCH ALTERNATE LOCATION IMPAIR THE EFFECTIVE OPERATION OF THE SOLAR COLLECTORS. David Daquisto 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page.