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EL-17-2920 Miami Shores Village C-�B DE 2017Building Department10050 N.E.2nd Avenue, Miami Shores, Florida 33138 :- - y'���✓l1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 204 BUILDING Master Permit NolL 2,9 Zb `PERMIT APPLICATION Sub Permit No. BUILD 21 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7 j> l L �//�? A-1 / City: Miami Shores County: �/� County: Miami Dade Zip: Folio/Parcel#: / ` �2�j -w7� �y Is the Building Historically Designated:Yes NO Occupancy Type: toad:-- Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /C� " �J Phone#: Address: 3 3 /v /111? ��• 2 �-> -�. Zi 3 / ll City: raGy��" SKC7��' State: p: Tenant/Lessee Name: t / Phone#: . COmail: �l/d�C QC�✓7/��'/ �V✓�• l rV' CONTRACTOR:Company Name: �"r rI'` N��1 l� C Phone#: > ! �/ -7 7 Fc-2 N4V7 /"P���✓� �(/Gl' City:��40iy I/ State: /' G. Zip: 7 ,� CQualifier'Name: 'I paf.,nt_7L0�CJIX/► r (`Phone#(/c �J`f'/L/�'I�/ ' 390 State Certification or Registration#: �- f : ' � Certificate of Competency#:• 1 DESIGNER:Architect/Engineer: Phone#:� Address: > ' City: State: Zip:; �l0 .,1.,., .- Value of Work for this Permit:$ Square/Linear Footage of Work: S Type of Work: ❑ Addition Alteration NewRepair/Replace`'•• ❑ Demolition , Description of Work: f'pF rir n yam• Specify color of color thru tile:A. +._ J4 Submittal Fe$',°0o i n I d PermifFee$ �1� l7S CCF$ CO/CC$ Scanning Fee$ Radgn;Feie$ t DBPR$ ' 2-3 Notary$ S Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 / Bonding Company's Name(if applicable) Bonding Company's Address City State Zip ` Mortgage Lender's Name(if applicable) Mortgage Lender's Address City P 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 ro ertyis 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.,, i d Signature Signature -OWNER or AGE a CONTRACTOR , " J The,foregoing instrument was acknowledged before me this The foregoing-instrument was acknowledged before me this day.of- 4v yn 20 1 ` by t l day of by who' ersonally kno to l�W L< < who is personally known to me or who has produced as me or who has producednf. y l�� as identification and who did take an oath. identification and who did take an oath. J NOTARY PUBLIC: , \� dAllbNOTARY PUBLIC: \\ '•• Sign: -n Sign: 411 • 4OF Print: ,o . a as Print: Seal: ��i�*•';�d!dX3 0;55� `� Seal: Notary Public State of Florida /111111�1 1\1\�� y� My Angelica on GG8155316 L% ,d Expires 10/218/2021 ***************sus***s** *s*rt**r*************sr****s*******s*s*****s***********r**************s*s*********s APPROVED BY -"Plans Examiner Zoning 1 , / Structural Review Clerk (Revised02/24/2014) ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYM 11/29/2017 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 THE CERTIFICATE HOLDER. r IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 endorsement(s). PRODUCER ACT NAME: Capital-insurance Specialists', Inc. I Capital Insurance Specialists, Inc. PHONE 561-272-0742 FAX No: 561-423-3350 16268 Apricot Way E-MAIL ADDRESS: P Brandon Ca italinsurancefl.COm P Y Delray Beach, FL 33484 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Scottsdale Insurance Company 41297 INSURED' INSURER B:Scottsdale Insurance Company i 41297 Goldin Solar LLC INSURERC:Wesco Insurance Company 25011 3447 Percival Avenue INSURER D: Florida Citrus Business& Industries 15764 INSURER E: Miami FL 33133 INSURER F: COVERAGES 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 MAY 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY CPS2895471 09/01/201709/01/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE PREMISES EaEoccurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY. $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ C AUTOMOBILE LIABILITY WPP 151946500 12/23/201612/23/2017 CEaOMacBciINdeEDSINGLELIMIT $ 100,000 nt ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ $ UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ D WORKERS COMPENSATION 106-59484 11/06/2017 11/06/2018PER OTH. Y/N AND EMPLOYERS'LIABILITY STATUTE I ER ANYPROPRIETOR/PARTNER/EXECUTIVE / E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBEREXCLUDED? ❑Y NA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DEdescribe under SCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B INLAND MARINE—Equipment Floater CPS2579476 11/30/2016 11/30/2017 Limit— 100,000 Rented or Leased Deductible—$2,500 DESCRIPTION OF OPERATIONS'/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) �L�YIS'� `nUrn�Q T r CERTIFICATE HOLDER CANCELLATION Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Brandon Simeone ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD . SNOR1-93 ES Miami shores Village - -��� Building Department re�LORIDp' 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: • •Y • YY � • 0 Solar Thermal Solar Electrical '•'� 1' Solir it/grid ••••:. Required Inspections: required Inspections: • RequiredTnsp`ections;.... PLumbing Solar Final Electrical Solar Rough •• •• Elec aalpr Rough Y Electrical Solar Final Electrical Solar Final Elec rical'Solai Final••.Y Y Structural Solar Final Structural Solar Final PLuIb%Ggg.SgW Fina#•:Y Y' .. YY Strdbtura!Solar Finals.Y Y Y. YY.•Y. • Y • Y Y • • ;YYYY• • Y • • • 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 acknowledge that I have read and understand the above notification on this day of 4W 9-,S 20 . 2 Print owner name Owner signature Property address Miami Shores, FL 3 Permit# ffilimp Pri*Vqfy wmi& sg 4 Permif No. SLA 2-17-2920 �sHO1s L,� Miami Shores Village P ot Permit Type:Electrical-Residential 10050 N.E.2nd Avenue NE ' Work Classification.Solar Miami Shores,FL 33138-0000 er i y-- ►as Permit'Status:APPROVED Phone: (305)795-2204 FGORIDp' - Issue oate: 1/212018 Expiration: 07/01/2018 Project Address Parcel Number Applicant 9333 NE 9 Place 1132050070080 SEAN CHRISTOPHER BRADY Miami Shores, FL Block: Lot: r Owner Information Address Phone Cell SEAN CHRISTOPHER BRADY 9333 NE 9 Place (954)483-7266 MIAMI SHORES FL 33138-2973 9333 NE 9 Place MIAMI SHORES FL 33138-2973 Contractor(s) Phone Cell Phone Valuation: $ 29,010.00 GOLDIN SOLAR, LLC (305)469-9790 Total Sq Feet: 500 Type of Work: INSTALLATION OF SOLAR(PV)POWER SY Available Inspections: Additional Info:INSTALLATION OF SOLAR(PV)POWER SY Inspection Type: Classification:Residential Final Scanning:6 Review Electrical Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 Invoice# EL-12-17-65883 DBPR Fee $15.23 01/02/2018 Check#:2017 $ 1,031.73 $200.00 DCA Fee $10.15 Education Surcharge $6.00 12/12/2017 Check#:384 $200.00 $0.00 Notary Fee $5.00 Permit Fee-Additions/Alterations $1,015.35 Revision Fee $120.00 Scanning Fee $18.00 Technology Fee $24.00 Total: $1,231.73 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBIN MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF A IT: I c ify I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d ning. u , I a orize the above-named contractor to do the work stated. January 02, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 02, 2018 1 ACC>D® CERTIFICATE OF LIABILITY INSURANCE 712/27/2017 (MM/DD/YYYY) i 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 THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 endorsement(s). PRODUCER CONTACT NAME: Capital Insurance Specialists, Inc. Capital Insurance Specialists, Inc. PHONE 561-272-0742 /C No):561-423-3350 16268 Apricot Way ADDRESS: brandon@capitalinsurancefl.com Delray Beach, FL 33484 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Scottsdale Insurance Company 41297 INSURED INSURER B: Scottsdale Insurance Company _ 41297 Goldin Solar LLC INSURER C: Wesco Insurance Company 25011 3447 Percival Avenue INSURER D: Florida Citrus Business& Industries 15764 INSURER E: Miami FL 33133 INSURER F: COVERAGES 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 MAY 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICYNUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY CPS2895471 09/01/2017 09/01/2018 EACH OCCURRENCE P $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGES( RENTED 100 000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1:1 PROJECT ❑ LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ C AUTOMOBILE LIABILITY WPP151946501 12/23/201712/23/2018 COMBINED SINGLE LIMIT $ 100,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY t Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ I EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ D WORKERS COMPENSATION 106-59484 - 11/06/2017 11/06/2018 SPER TATUTE ETH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N N/A E.L.EACH ACCIDENT $ 1,000,000 MandatoOFFICER/Mn MBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ( ry' NH E ) If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B INLAND MARINE--Equipment Floater Rented or Leased DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Solar Contractor License Number: CVC56965 I CERTIFICATE HOLDER CANCELLATION Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Brandon Simeone ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD solar=ee Ci • SolarEd9 a Single Phase Invert eL Iffil9 For North America SE3000A-US / SE380OA-US/ SE5000A-US / SE6000A-US/ SE760OA-US/ SE1000OA-US / SE1140OA-US • i Goo •• I ��33.a�,a�o� � • 4 • — - • • •••• 09 •• m a f The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011690.11 compliance Rapid shutdown for NEC 2014 690.12 Superior efficiency(98%) Sma ;Iigtrtweight'and easy`to ihsfall'on llprovided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless, Outdoor and indoor'installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 ` USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us sola r • • Single Phase Inverters for North America SE3000A US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A US/SE1000OA-US/SE1140OA-US. SE3000A-U5 SE380OA-US SE5000A-US I SE6000A-US I SE760OA-US I SEIOOOOA-US SE11400A-US ' 1 OUTPUT Nominal AC Power Output 3000,, 3800;F 4 50006000 7600 9980 @ 208V 11400 VA ........................................... t............... ............... ................. ................ ................ .10000,@240V. .................. ........... 5400 @ 208V : 10800 @ 208V r Max.AC Power Output 3300 !; 4150 �; 6 6000 p �8350. 12000 VA` -........ .............:.. ..:......:...:�.''.5450,@240V'. :.'....:...' �!...�'....a: 110450.@z40v:: .�!.. ...:. .. L :°...:-. AC Output Voltage Min:Nom:Max!'I ' « 183-208-229 Vac . ✓ . ✓...... .......✓....... .......✓....... .......✓....... ... . Y✓. ..... : ..I.`✓.,..3... ..:4...'..+ AC Output Voltage Min:Nom:Max.hi ` 211-240-264 Vac ........................................... ...........I.... ............... ................. ................ ................ .................. .................. ........... AC Frequency Min.-Nom.-Max.(') 59.3-60-60.5 Hz ........................................ ................ 24 @ 208V 48 @ 208V Max.Continuous Output Current 12.5 16 25 32 47.5 A ..................................... ................ ............... ..21. 240V 42 240V ................ ........... ......... ................ .............:.. ....... .......... .. GFDI Threshold 1 A ........................................... .......................................................................................................................... ........... Utility Monitoring,IslandingProtection,CountryConfigurable Thresholds Yes Yes (INPUT Maximum 41pipyy4STC) 4050 5100 6750 8100 10250 13500 15350 W ..... ................. ................ ................ .................. . •• 'RaT�sformer-less,UnB round. ; Yes • ........................ ................. ..................................................................................... ..................................... ........... Max.lnput dlta • • •• ..........................................................500 Vdc •••#M?n.DC InpdtboltAg • 325 @ 208V/350 @ 240V Vdc .....................................e..... ................ ........... �Aac.Input Currentlzl •••• 9.5 13 16.5 @ 208V 18 1 23 33 @ 208V 34.5 Adc :9e . • •••• 15.5 240V 30.5 240V ••f Qy.Input Short Clr4ultCurrent••• 45 Adc .....................I..................... .......................................................................................................................... ........... rse Pola 't P ection ••. . 9.Y..Wi.........••••• Yes ......... .......................................................................................................................... ........... nd FatA 1ati n Detecl!i •i• 4ri........�.�...4.........0�..!! ................. 6001u Sensitivity .................. ........... • Maximum Inve er Efficiency 97.7 98.2 98.3 98.3 98 98 98 90 ..................r�..............•.•.•.t A A................ ............... ................. ........... ................ ................ .................. .................. 97 @ 208V 97 @ 208V •.•Ck4Weighte(#Efficicaicy • • 97.5 98 97.5 97.5 97.5 ••••• 98 @,240V 975,@ 240V., • i.......:..•......•................ ............... ................ ................ !........ ........... • �ittime Power Consumpi • • <2.5 <4 W ?_ADbITION3lL fCMRES I Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ........................................... .......................................................................................................................... ........... Revenue Grade Data,ANSI C12.1 Optional . ......................................... ............................................. ..............................:.........:.............. ........... Rapid Shutdown-NEC 2014 690:12 Yes STANDARD COMPLIANCE r Safety UL1741,L11-169913,UL1998,CSA 22.2 ........................................... .......................................................................................................................... ........... Grid Connection Standards• IEEE1547 Emissions FCC partlS class B I INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4".minimum/8-3 AWG ........................................... .................................................................................... ......... ........................... ........... DC input conduit size/#of strings/ 3/4"minimum/1-3 strings/ 3/4"minimum/1-2 strings/16-6 AWG .AWG,ran$?............................. ........................:.................................................. .............14:6 AWG............. ........... ........ Dimensions with Safety Switch . 30.5 x 12.5 x 10.5/ in/ 30.Sx12.5x7.2/775x315x184 HxMp 775 x 315 x 260 mm .. ....... ...............................: ................................ ........................ . .... ................... ..................................... ........... Weight with Safety Switch............. ..........S1.2/23.2. ..I.'.......�...................54.7'/'24.7'.... ................ ............88:4/,40.1............ .�b/.k$.. r Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user :.y.... ..... ................... ............................................... .replaceablel. . .................................... ........... Noise <25 <50 dBA ........................................... ................................................................... .................:.................................... ........... Min.-Max.Operating Temperature Ran a -13 to+140/-25 to+60(40 to+60 version available ) 'F/'C ......g................I................... .......................................................................................................................... ........... Protection Rating NEMA 3R ................................................................. . For other regional settings please contact SolarEdge support. rll A higher current source maybe used;the inverter will limit its input current to the values stated. (3)Revenue grade inverter P/N:SEn A-USOOONNR2(for 760OW inverter:SE760OA-US002NNR2). (4)-40 version P/N:SEmaA-USOOONN1.14(for 760OW inverter...SE760OA-US002NNU4). - f sunsl=Ec RoHS a OPTIMIZED BY ° . t • so I a r= . 'Nl _10i q r . I , Ir , , SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P370 / P400 / P405 • • . , • -w m WaOwl F ♦ • PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,frommanufacturing tolerance to partial shading — Flexible system design for maximum space utilization Fast installation with a single bolt -- Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety h USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-INDIA www.solaredge.us t So I'cq r " • • SolarEdge Power Optimizer Module Add-On for North America - II P300/ P320/ P370/ P400/ P405 P300 P320 P370 P400 P405 j (for 60-cell mod- (for high-power (for higher-power (for 72&96-cell (for thin film 1 ules) 60-cell and 72-cell;nodules)modules). modules) modules) modules) !INPUT ) Rated Input DC Powerl'I 300 320 3.70_0 400 w 405, W . ............ ...................... ............. ...................... .............. Absolute Maximum Input Voltage 1, J i' ` ' 4 t ^I • s d t � I _I I r i'%, (Voc at lowest tem erature 48 60 8. 125 Vdc ..........................1............... ............................................. .............. ....... ...................... .........:............ .............. MPPT Operating Range 8:48 8-60 60 8-80 12.5-105 Vdc . ........... ...................... .............. Maximum Short Circuit Current(Isc) 10 11 10.1 Adc ..... .......... .. . ......................................... ..........:... ....... .......... Maximum DC Input Current 12.5 1133S 12.63 Adc ........ ... ..... . Maximum Efficiency 99:5 90 ............................................... .......................................... ...................................................... Weighted Efficiency., 98.8 % ........................................................................... .............. Overvoltage Gatego�/ II I�IjTPUT DURtni PERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) f •° Maximum 04tputCyrrent ; •• 15 Adc •............. ............................ .......................................................... �%ximum OLgpu4 V$Itage •••••• 60 85 Vdc (OUTPUT DURU4G STANDBY,PDb& t OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) :••SLlty OutputVoltape per PoV& 1 Vdc Optimizer •••••• • • ••Tri---• •••• • ;STANDARD COMPLIANCE € t �6- C • • • • • FCC Part15 Class B,IEC61000-6-2;IEC61000-6-3 • i tafety.......�.�.....�.... o.*..4*... ......................................................................................... ........................ .............. IEC62109-1(class It safety),UL1741 y° • ROH$..........�................�. .�.� ... ........................................I.................... ........................................................ � •Yes "11fW17ALLAT IFICATIONS } iimum Allowed System Vdta¢e • ' 1000, Vdc ................................................................................................................... .............. • CorTlpatible:nvv{ers All SolarEdge Single Phase and Three Phase inverters ' •• Y28x152x35/ 128x152x50/ ` Dimensions(W x L x H) 128x152x27.5/5x5.97x1.08 Sx5.97x1.37 5x5.97x1.96 mm/in .......................................... .................................................................:s. ...................... ...................... .............. Weight(including cables) 6.30./.1.4 r " 7.50./A..7 845/1:9 gr/.I.b.... I MC4/ ' Input Connector MC4 Compatible MC4 Compatible Amphenol AH4 4 Double Insulated; 3 R Output Wire Type/Connector Double Insulated;MC4 Compatible MC4/ Double Insulated;MC4 Compatible Amphenol AH4 ................................... ............................................. ...................... ............................................. .............. .Output Wire Length 0.95/3.0 1.2/3.9 m/ft .................................... ..................... .................................................................... . Operating Temperature Range........ .............................................40-+85/:40:+185 ...`C/.°F.... Protection Rating IP68/NEMA6P ........................................... .................................................................................................................. .............. Re.lative.Humidity. ...:...................... .....................................................0 100 ....�!...... . ..... . ........ Rated STC power of the module.Module of up to+5%power tolerance allowed. jPV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER(z)la) HD-WAVE Minimum String Length (Power Optimizers) 8 SO 18 ............................................... ...........................................:............. ............................ ............................ .............. Maximum String Length (Power.Optimizers) . 25 50 .......... 5700(6000 with Maximum Power per String 5250 6000 12750 W SE760OH.US) Parallel Strings of Different Lengths Yes or Orientations izl For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. I'I It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. , F'C E (4)� o OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of rademarks of their respective owners.Date: 2y.1 powered by {<. x� Tit ,.; `' u ., ,�'-¢. -' � e ,�.�: :..r �.�+,4' fir• 4.zy s.•!YD- f-�y*'f.. �^.-•` �W 4ry.,, # �1�� .. . ;'Y•✓�r .f. • .h � r 4 5Jf%. . tee.•',.}k.. '+ rye,� � ...•� 3Pr•1,}-..,� • 3; The new high-performance module IPEAK-G4.1 is the ideal solution for • . " " • all applications thanks to its innovative cell technology UNTUM. The •••• world-record cell design was developed to achieve the best performance under real conditions — even with low radiation intensity and on clear, •••••• hot summer days. .• LOW ELECTRICITY GENERATION COSTS i •�j Higher yield per surface area and lower BOS costs thanks to • :••••: higher power classes and an efficiency rate of up to 18.6%. INNOVATIVE ALL-WEATHER TECHNOLOGY (� Optimal yields,whatever the weather with excellent low-light and temperature behavior. . ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology', 11f Hot-Spot-Protect and Traceable Quality Tra.QT^^ EXTREME WEATHER RATING QCELLS High-tech aluminum alloy frame, certified for high snow " =onveanNo j_ YIEUS cuY (5400Pa)and wind loads(4000Pa)regarding IEC. 2016 MAXIMUM COST REDUCTIONS Up to 10% lower logistics costs due to higher module capacity per box. Pkaten Ruallty Tested A RELIABLE INVESTMENT OCEUS_� p � Bmt poycry.anlne Inclusive 12-year product warranty and 25-year mmo 'an earc. Il.�e114 Yi0 a•R linear performance guarantee 2. lo.aooszaa� APT test co'onnditioos:Cells at-1500V against grounded,with conductive me- tal foil covered module surface,25°C, THE IDEAL SOLUTION FOR: 168 s See data sheet on rear for'further 13 Rooftop arrays on residential buildings information. Engineered in Germany OCELLS, fi MECHANICAL SPECIFICATION Format 65.7in x 39.4in x 1:26 in(including frame) + "":: m* •�•� sr j (1670mmx1000mmx32mm) �� Weight 41.45lbs(18.8kg). - -- {.•. wm nr•a,>r(u.a } -.._._.. .._ ....._ - .,....,T_ _•..- _.....,_: Front Cover 0.13 in(3.2 mm)thermally prestressed glass with anti-reflection technology -- o-,,,,,;,; a•» `-Back Cover -Comp site film Frame Black anodised aluininuml(,,y q� _ry , M^ � + ; , Cell 6 x 10 monocrystalline Q.ANTU,M solar cells D "` , Junction box 2.60-3.03 in x 4.37-3.54 in x 0.59-0.75 in' (66-77 mm x 1113-90 mm x 15-19mm),Protection class IP67.with fiypass diodes Cable 4 mm2 solar cable (+)139.37 i' (1000mm);(-)2!39 37 in(1000 mm) Connector Multi-Contact MC4 or.MC4 intermateable 11368 6 ELECTRICAL CHARACTERISTICS E:POWE,,.R•...C.NLASS�,•...:,...._ .. „a....wl+,.•---••+ -•,..A..,.-R-_ •:,7..;R,.,r_'._...._..O.r-.,..•-*.,.f. r:.,...•.;-....A. ....ek.�..3.0.0.-f-a. V. .+.... ...�.M,....�.::1...�.rl;+:.,....3.0+w5 MINIMUM PERFMEATSTANDARDTST n CONDITIONS,STC'(POWER TOLERANCE+5W/-OW) < r ---Power at MPP2 rn ` P�rr [INI y _A300 -- - -.,r _ Shoot CircuibCurront ; ❑,r' :_lu •[A] _m. 9 77 it + 9,84 •i••••i' { 0 Co Circu( IV] i 39.76 40.05 • •- �.r -- r ` Cur•ent atawr- • •• I,•. [A] 9.26 9.35 1 *:***a. Vo(aRe a,MPP* so:*•• Vi,,, IV] 32.41 32.62 Efh Jmc a e • •s • •, • - -'��".. 0 [%I ,218.0 218.3 ' • •''MINIMUAf�ERfORMANCE AS'GSRS�IIGI OPERATING CONDITIONS,NOC' ••••• PoCer at 42 - • • - c,c - rye^, Prr [Wl 221.8 225.5 •••••;E SMaftircNi'Current •i40r�• Ise [A] 7.88 7_94; ••••••)a ,OfJ�I CifcAlLyoltage,�riric •• V. [V] 37.19 37.46 1 r - • _ Cud'a4t at b�P•-+ -•4rlo*cc• 4•r [A] 7.27 - 7.35 :see*• VoltN�a at NNP •� "Z • V•„ [V] 30.49 30.67 ' _.f�•••••.a- --- - -.. .. • 1000 W/m 2r5-..Cl s Crum AM L 66 - illeasurement tolerances STC x3% NOC t5% 80OW/m2NOCT spectrum AM 1.5 G typical values actual values may differ ••••: •.' � �.__ `e ,t •.:- t:•- r- 7- "�.< x'. ;14•m a731'Y 'z` _ "'�ti , L` t 0 CELL PEjFEI[MANCE W TT r ,`N ° -r P PERFORMANCE AT LOYY IRRADIANCE`; x P• A .'. a?•" ° -' -- � At least 98%of nominal power during first year. 0 � r rid ��IMmyK•Mgb,llm•rmmTa I 3 •` .°,�"' .•amrmne,gao...-ammm.• Thereafter max.0.6%degdegradation per year. -•'---"'------- --'-------- At least 92.6%of nominal power up to 10 years. • a a�� '-,�:i-z•'.: At least 83.6%of nominal power up to 25 years. r2r W 5 • All data within measurement tolerances. sz' -- _____�_____ Full warranties in accordance with the warranty 5 • terms of the Q CELLS sales organization of your • l� respective country. mo aao � IRRADIANCE[W/m'1 d i '°sn•a.e l...arymM,N'q•,o wmm,we n YEARS Typical module performance under low irradiance conditions in zi .I.,Ila+e-•e.�.�namu,.rw.•e.zo,o - comparison to STC conditions(25°C,1000W/m2). >T M.P ERATURE COEFUI Mitfr _ o Temperature Coefficient of Ise a [%/Kl +0.04 Temperature Coefficietrt of Vac S [%/KI -0.28 0 ( Temperature Coefficient of Pr„ V [%/KI -0.39 Normal Operating Cell Temperature NOCT ['F] 113 t5.4(45 t3•C) m PROPERTIES F. SYSTEM DESIGN Mazimum'System Voltage Vsrs IV] 1000(IEC)/1000(U L) Safety Class II x Maximum Series Fuse Rating [A DCI 20 Fire Rating C(IEC)/TYPE 1(UL) a ...-n.-._ _ . .................. ..... _.. -_ _._. _-_....__.._...._._ o Design load,push(ULF [Ibs/ft21 75(36001a) Permitted module temperature -40'F up to+185°F on continuous duty (-40°C.up to+85°C) -.............._- -- - Design load,pull(UL)2 [Ibs/ft2] 55.6(2666 Pa) 2 see installation manual 0---------- QUALIFICATIONS i CERTIFICATES PACKAGING INFORMATION UL 1703;VDE Quality Tested;CE-compliant; Number of Modulas per Pallet 32 IEC 61215(Ed.2);IEC 61730(Ed.1)application class A •---- •- _.-_... _..___._.___......•,_.__......,�___,.m,__.;..__.__..,-, ___.._-_,_, Number of Pallets per 53'Container 30 C,♦ Number of Pallets per 40'Container 26 . wE (i`• COP us Pallet Dimensions(L x W x N) 68.7 in x 45.3 in x 46.1 in oKw I (1745mm x 1150mm x 1170mm) Pallet Weight 1435 lbs(651 kg) NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use ' of this product. Nanwha O CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry®us.q-celis.com I WEB www.q-cetls.us The FASTEST box to INSTALL The completely redesigned NEW Scepter®•J1�'&vr* ••• ....:. has added features to make this the fastest boY;o .• • use— no matter the situation. • ••• ADVANTAGES 4 ...... a ZERO FOOTPRINT PERFORMANCE RATINGS � � �••••' • Design allows for installation in corners and ' immediately adjacent to other products i Max. Temp. Range 122°F (50°C) • Easy access to all mounting feet and fasteners Rec. Operating Temp. -40°F to 122°F (-40°C to 50°C) INSTALLING OVERHEAD UV and water Exposure UL 746C • Integral fasteners allow for easy overhead positioning UL 94V-0 and securing Flame& Smoke (UL94 Vertical Flame Test) MOUNTING IN A COVER NEMA 1,2,3 R,4,4X,6,6812,13 • Pilot lights, control switches and other devices are Industrial Control Panels UL 508A approved t easily mounted • Cover is free and clear of supporting ribs, and has a l uniform thickness 1 ADDED SECURITY • 6" and larger, feature a lock-out option r, • Tie-wrap, tamper resistant bolt or padlock will restrict access to the box MORE INTERIOR VOLUME • Increased space from wire pulling and for ease of bend radius Y c • Increased cubic inch volume allows for more flexibility Vt: r { 5 I THE NEXT GENERATION • C • 4x4x2 JBX442 277000 - - 4.97 3.93 3.48 3.48 2.90 4.48 3.44 2.41 1.09 1.72 1.09 0.51 024 4x JBX444 277001 - 4.90 3.86 3.48 3.48 4.89 4.41 3.37 2.22 2.97 1.59 2.97 0.59 0.24 5x5x2 JBX552 277002 - - 5.97 4.93 4.55 4.55 2.90 5.48 4.44 3.41 1.09 2.69 1.09 0.51 0.24 6x3x4 16X634 277003��� 3.90 5.86 2.48 5.48 4.89 3.41 5.37 1.22 2.72 3.42 2.72 0.59 0.28 6x6x4 JBX664 277004 ./ ---� 7.58 7.58 5.86 7.20 4.90 6.90 6.90 4.47 2.47 4.47 2.47 0.59 0.28 6x6x6 16X666.277005[7]� 7.51 7.51 5.79 7.13 6.90 6.83 6.83 4.22 a •¢.22 �4.;7 0.72 075.;• ...... . :M Part Number --- 0 : 8x8x4 JBX884 277006 ./ ./ 9.58 9.58 7.86 9.20 4.90 8.90 8.90 6.47 1.97.11?.5..6.26 3.94 X3713 0.59-.25:• 8x8x7 JBX887 277007 / ,/ 9.47 9.47 7.76 9.10 t7.90 8.90 8.90 6.224.65' 8.25 6.26 �94, •13075A28.. F go EE®tet;_ ,I1 37��• 12x12x4 JBX12124 277008 13.58 12.24 11.74 11.74 4.90 12.90 11.56 9.28 2.03 10.26*10.25 2,94 3.13 0.56.0.c8.: 12x12x6,16X12126 277009�=13. 8812.2411.7411.74!6L�970[l2.OI11.56EE3.78 1�61�0 5�3.94 E']3 0.67 0.28 • 12x12x8 JBX12128 277010 13.58 12.24 11.74 11.74 8.90 12.90 11.56 8.81 5.64 10.26 10.25 3.94 3.13 0.76 0.28 Ll H Wl M1 ® L2 1 1L1 1 ❑ 1L1 ® ® e Dr9 N1 D G LTN1 Ni K K G1 j1 W2 2 W2 2 • L2 2 ❑' L2 P 2 = oFw � N C7 ! 0 •1:1 .1 JBX442 - JBX666 JBX884 - JBX887 JBX12124 - JBX12128 ©Part • „ Number • - =m BACK PANELS 8x8 BP88CSW 077861 6.88 8.75 6.26 8.25 0.25 BP88CSW - BP1212CSW 12x12 BP1212CSW 077865 10.88`10.7510.26110.25 0.25 i I 6 � . I SHORT • • SPECIFICATIONS L Junction boxes shall be acceptable for indoor and "close by hand, tool assist to open" fasteners. To outdoor use and manufactured of PVC in a gray aid in the alignment and proper positioning of ' color analogous to Rigid PVC conduit and fittings.g g g conduit connections the box/enclosure shall have The junction box and its fasteners,hinges or embossed gridlines on the sidewalls. The mounting components shall be entirely non-metallic. Boxes feet shall be a permanent molded feature of the box shall be NEMA rated 1, 2, 3R, 4, 4X, 6, 6P, 12, 13 and not extend beyond the periphery of the and certified to bi-national standard UL50/50E - box/enclosure. On boxes/enclosures of 4nominat"'`` CSA No.94.1/94.2 by a Nationally Recognized 0.00.. size 8"00X8" and larger, back panel Q�jail •. • Testing Laboratory (i.e. UL or CSA). . ••• •••�:• mounting and pad-lock provisions s"d4l5e Y • The cover/box seal shall be dual-molded so as to 00000 incorporated into the product. 00,0 •.•••:0 • 0000.• ` ' be a permanent part of the cover and the cover • ;0000. 000000 00 0 • 0 secured to the box using non-metallic quarter-turn Acceptable manufacturer: IPEX (Scep[er..l$ox Sdrie� • 00.00 • 00000• 0000•• 0 • • • • • , 0000•• `• • •�• • •0000• APPLICATION •• • • APPLICATIONS WHY SELECT PVC FOR AN ENCLOSURE? The Scepter JBoxes are ideal for use wherever PVC Non-metallic PVC boxes/enclosures are lightweight, conduit and fittings are employed. Scepter JBoxes have easily installed and modified, ideal for outdoor no metallic parts or hardware to be of concern making exposed to weather applications they are corrosion these boxes ideal for indoor, outdoor, wet locations resistant and offer a high degree of resistance to and challenging corrosive environments. They are well chemical elements. PVC is a cost effective option for suited for a wide range of applications such as enclosures with a proven long life in indoor and corrosive environments, agricultural, wash down, outdoor applications. PVC does not support water and waste-water treatment facilities, marine and combustion and is self-extinguishing. See all 10 car washes. reasons in the Scepter PVC Conduit Brochure found at www.ipexamerica.com. 7 k _ a i JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,LLC. Job Address:9333 NE 9th. Place CIVIL I STRUCTURAL 17440 N.E.4th.Ave.II Miami Beech,F133182 Miami Shores, Florida 33138 Tei:(305)803-5708 Emep:Jgercle.p&GoutWkcom FLA,P.E.Licence No.78458 Job Number:17-199 t PP ' k _ � r h 1 t f s •'••••• •• • 00 • • Job Name • 000000 SOLAR PHOTOVOLTAIC SYSTEM .::::. :. :::::• • DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM 0 •. 00*000 TO THE EXISTING'STRUCTIJRE • • • t 1 } t 1 Job Address 9333 NE 9th. PLACE I MIAMI SHORES, FLORIbA 33138 I r y THESE CALCULATIONS ARE IN COMPLIANCE WITH THE HVHZ PROVISIONS OF THE FBC 5th EDITION (2014)CODE,THE ASCE 7-10 ADOPTED STANDARD AND THE N51) FOR WOOD CONSTRUCTION - 2015 EDITION IISTRU771 1—R IL Page 1 APF'.-zi �ROV--o 4w .� n^ , I i • 1 • • H 1, { JOSE D. GARCIA Job Name: Brady Residence CONSULTING ENGINEER.LLC. Job Address:9333 NE 9th. Place CIVIL/STRUCTURAL 17440 N.E.4th.Ave.Noeth Miami Beach,F133192 Miami Shores, Florida 33138 Tel:(305)903-5706 Emelt:)parcle.pe@outlookcom 1 FLA.P.E.Licence No.78458 Job Number:17-199 AS PERMITTED BY THE FLORIDA ADMINISTRATIVE CODE, SECTION 61C,15-23.002('2),s2),THIS COVER HAS BEEN SIGNED,SEALED AND DATED ASSUMING RESPONSIBILITY FOR 10 PAGES OF,CALCULATIONS LISTED BELOW. a t A TABLE OF CONTENTS i " CHAPTER DESCRIPTION PAGE NUMBER " 1 WIND LOAD CALCULATIONS 3 2 DESIGN LOADS 3 DESIGN OF SCREWS CONNECTING •• •• • PV MODULES TO EXISTING STRUCTURE . ...:.. • 4 BACKWARD CALCULATION TO DETERMINE MAXIMUM ••�••• :;.. ' WIND LOAD CAPACITY "" ••••� s VERIFICATION EXISTINGSTRUCTURE WILL •.9..' : '..' ...... ACCOMMODATE ADDITIONAL DEAD LOAD •••••• •• 6 WIND PRESSURE ACTING 10 " ON THE PROPOSED PANELS • ... 0 0 • ATTACHMENTS: TABLE 11.2A OF THE NSD FOR WOOD CONSTRUCTION - 2015 EDITION �h TABLE 11.3.2A OF THE NSD FOR WOOD CONSTRUCTION - 2015 EDITION 1 c F ti a i .. • i ti I � Page 2. " f 1 1 r 4 MecaWind Std v2 . 2-. 7'. 5 per ASCE 7-10 Developed by MECA Enterprises; Inc. Copyright www.mecaenterprises.com t � Date 10/16/2017 Project No. 17-199 Company Name JDG CONSULTING ENGINEER, LLC Designed By JOSE D. GARCIA, PE f Address Description VERTICAL WL City N. MIAMI BEACH Customer Name BRADY*RESIDENCE State FLORIDA Proj Location MIAMI DADE, FLORIDA p File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) f Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 i. F, Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt 1.07 Am = 0.11 Bm = 0.80 +f Cc = 0.15 1 650.00 ft I Epsilon w. = 0.13. Zmin = 7.00 ft • • Pitch of Roof - 3 : 12 Slope of Ro6f(Theta) = 14.04•Deg'• ��•••• 0000•• h: Mean Roof Ht = 12.44 ft Type of Roof = GABLED • • • • RHt: Ridge Ht , - 14.88 ft Eht: Eave Height 10.00 fit• • i•• �• •• OH: Roof Overhang at Eave- 1.00 ft Overhead Type = Overhang••••• • •• 000000 Bldg Length Along Ridge = 45.00 ft Bldg Width Across Ridge= 39.00•ft0:•• • • • 0000•• Gust Factor Calculations 0000•• �•••�� • 0 Gust Factor Category I Rigid Structures` - Simplified Method 0000 • ••i••• Gustl: For Rigid Structures (Nat. Freq.>l Hz) use O.65 _' 0.85 0000•• •• • 00000 • s Gust Factor Category II Rigid Structures - Complete Analysis ••••0• • • 4 Zm: 0.6*Ht k7.46 ft • • • • d lzm: Cc*(33/Zm)^0.167 0.19 • • • • •••••- Lzm: 1*(Zm/33)^Epsilon 539.77 ft • • �••••• • • 0000•• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.'5 0.94 0••0 � ••� • • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 • • i Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 a , Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 + s ,I- Wind Pressure on Components and Cladding (Ch 30 Part 1) r Roof not t k � k 15 5:'/ 1 11'alls ! Gable Roof 7 cA<=4S k . a All pressures shown are based upon ASD Design, with a Load Factor of .6 k Width of Pressure Coefficient Zone "a" _ = 3.90 ft Description Width Span Area Zone Max Min Max P Min P C ft ft ft^2 GCp GCp psf psf ` ----------------------------------------------------------------}------ NFIELD 2.00 5.00 10.0 lrl-0.50 0.90 .28.01 44.49 PERIMETER 2.00 5.00 10.0 2 0.50 -1.70 '28.01 -77.44 CORNER 2.00 5.00 10.0 3 0.50 -2.60 28.01 -114.52 1 1 Khcc:Comp. & Clad. Table 6-3 Case 1 w 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd , 41.19 psf r 1 t f 1 MecaWind Std ,v2 .2 . 7 . 5 per ASCE 7-10 ; Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com 1 Date 10/16/2017 Project No. 17-199 i Company Name JDG CONSULTING ENGINEER, LLC Designed By JOSE D. GARCIA, PE Address, Description HORIZONTAL WL City N. MIAMI BEACH Customer Name BRADY RESIDENCE l State FLORIDA Proj Location MIAMI DADE, FLORIDA File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Other Structures*& Building Appurtances MWMS (Ch 29) Basic Wind Speed(V) = 175.00 mph 1 Structural Category = II Exposure Category D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At - 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 a ,l = 650.00 ft Epsilon - 0.13 Zmin 7.00 ft • • B - Horizontal Dim., 4.00 ft Ht- Grade to Top of Sign= 15.00,ft ���••� •�•••• W - Sign Depth - 3.00 ft S -Vertical Sign Dim. - 0.13 ft • • Bs- Ratio of B / S = 30.-77 Sh- Ratio of S / Ht 0.01 •• • 00 •• • E - Solidity Ratio = 100.00 % Elb - Base Elevation = .00 fZ•••• • •• ••••�• Gust Factor Calculations ��•• • •• �••�•. Gust Factor Category I Rigid Structures,- Simplified Method • • •�•••• Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 - 0.85 •••• • • • •••••• •• • ••••• Gust Factor Category II Rigid Structures - Complete Analysis ••••�� •{ �" •••••• Zm: 0.6*Ht 9.00 ft 000000 • •• lzm: Cc*(33/Zm)^0.167 = 0.19 • • • • Lzm: 1*(Zm/33)^Epsilon = 552.56 ft • • 0�••0• •••••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.96 • • • • • ••�••• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.91 �•�• *so • • • Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 - 0.85 Design Wind Pressure - Other Structures Elev KZ Kzt qz w Pres Cf( 1.95) ft psf psf ------- ------- ------- -------- ----------------- 15.00 1.03 1.00 41.193 68.28 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) I� Figure 29.4-1: Wind Loads for Solid Signs &"Freestanding Walls Cf -Force Coefficient - 1.95 Rd - Reduction Factor (1-(1-E)^1.5) 1.00 Kz = 1.03 i Kzt = 1.00 Qz s = 41.19 psf Wind Pressure at Elevation 15 ft = 68.28 psf { 4 Notes: 1) Signs with openings comprising < k% of gross area are considered solid signs i 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 Distance from Cf KZ Kzt Qh Wind Pressure @ Distance leading edge ft Force Coeff. psf psf ---------------------------------------------------------------------------- { From 0 to 0.1 4.17 1.03 1.00 41.19 146.01 From 0.1 to 0.3 2.57 1.03 1.00 41.19 69.99 From 0.3 to 0.4 1.97 1.03 1.00 41.19 68.98 From 0.4 to 0.5 1.69 1.03 1.00 41.19 59.17 From 0.5 to 0.7 1.63 1.03 1.00 41.19 57.07 From0.7 to 1.3 1.01 1.03 1.00 41.19 35.36 ( > 1.3 0.55 1.03 1.00 41.19 19.26 + RdC - Reduction Factor for Case C (1.8 - S / Ht) 1.00 Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. S M JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER I.I.C. Job Address:9333 NE 9th. Place CIVIL!STRUCTURAL 17440 N.E.4th.Ave.North Miami Beach,R 33182 Miami Shores, Florida 33138 Tel:(305)903-6706 Email:)parcla.pe@ouUooKcom Job Number:17-199 FLA.P.E.Licence No.78458 (CHAPTER 2: DESIGN LOADS I PHOTOVOLTAIC MODULE SPECIFICATION SNAPNRACK�MODULE F 1 r } HARDWARE F4 I , SNAPNRACK STANDARD RAIL �. . r '0900 .te. �i •. •••••• ROOF SHEATHING,UNDERIAYMENT,J' - l 1 a G • • • •••••• AND ROOFINMATERIA(,TYP, r, i! fi / / •••••• ROOF RAFTER lYP{ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS STRUCTURAL MEMBERS k SNAPNRACK STAB I WITH CONE FL SHIM,M. J PV Module Brand = See panel Cut Sheet Document Type= Solar Module Series= See panel Cut Sheet document PV Module Height(H)= 0.125 ft PV Module Width(W)= 3.33 ft 1 PV Module Depth(L)= 5.42 ft -Operating Weight(Wt)= 41.89 Ib All Structural calculations are made for worst case cond ion Lag bolts inside wind Zone 1&2 -Tributary Area=12 sf-Uplift Weighted Ave.for pressure= 55.69 psf I ` . r v , Page 5 . r Job Name:JOSE D. GARCIA Brady Residence CONSULTING ENGINEER,LLC. Job Address:9333 NE 9th. Place STRUCTURAL 17440 N.E.4th.IAve.North Miami Basch,F1 33182 Miami Shores, Florida 33138 Tal;(305)903-6708 Ema9:)garcIa.peQoutkxk.00m Job Number:17-199 # FLA.P.E.Licanee No.79458 � I LFIND UPLIFT FORCE(U•) Tributary Area(worst case,Panel in wind zone 1) (At)_ �3'x4'= 12 sf each connection (lag bolt group) Panel weight(PW)=Wt/A each panel= 2.32 Ib/sf p i Weighted Ave,for pressure(Wu)= 55.69 psf •••••• Net Uplift Force = U = (Wu - PW) 53.37 psf ...... . .. ....... FIND TOTAL TENSION APPLIED TO EACH CONNECTION(Tt) •••••' •••• • i .•..• Safety Factor=FS= 1.67 ••�••00000 ;•• •• ""'• Total Tension = Tt = SF * U * At 1069.58 Ib •• :ease' •• • FIND TENSION APPLIED EACH SCREW(Tscrew) •••. : 0 .• Number of screws per connection(#screws) F 2,007 u r Tension each screw= Tscrew = Tt / # screws = 534.79 Ib/per screw with wind load in tension FIND LATERAL FORCE(Ph): Lateral Wind Pressure W= 68.28 psf (Taken from Wind Load Calc's) r Lateral Trib, Area(worst case,_Panel in wind zone'2)= 4'X 0.125'= 0.5�sf each connection 9 Lateral Force=Ph=W*At= 34.14 Ib r [`FIND SHEAR STRENGTH APPLIED TO EACH SCREW(Vscrew) � 4 Number of screws per connection(#screws)= 2.00 u [ Safety Factor Shear each screw = Vscrew = Ph * SF / # screws = 28.51 Ib/per screw f Page 6 , 0 }, r JOSE D. GARCIA Job Name:Brady'Residence CONSULTING ENGINEER;ILC. Job Address:9333 NE 9th: Place CIVIL I STRUCTURAL 17440 N.E.4th.Ave.Neth Miami Beach,F1 33162 Miami Shores, Florida 33138 Tel:(305)803-5708 EmaN:)parcla.peQi oubooIL om FIA.P.E.Licence No.76456 Job Number:17-199 t f CHAPTER 3: DESIGN OF SCREWS CONNECTING PV MODULES TO EXISTING STRUCTURE STANDARD RAIL f SNAPNRACK 4 SNAPNRACK^-..,, � CHANNEL NUT STANDOFF CLAMP - yrSNAPNIRACK RUBBER i i ,/ RAIN COLLAR INSTALLS a OVER TOP OF FLASHING SNAPNRACK STANDOFF SHAFT • • HD(VARIOUS SIZES INCLUDING • •••• 7,9.S, 12,AND IS-SHAFTS) • • • - •0000 16"LAG SCREW i5 TYPICAL .' y • • • .• FOR SECURING STANDOFF t;,a✓ •• • •• 0 • BASE TO ROOF RAFTER, `'. oo* • • • • • 2.5'MIN EMBEDMENT INTO RAFTER TYP. ;` �, •0.000 • •000•• SNAPNRACK STANDOFF • • **goo* BASE HD,6-HOLE •••• • ••••• " • • so 000*:e t'r �.� �'� ''� 0.0••0 •• • •0.00 � �` �<-���� �,/`' •0.00• • • ��``� ✓'j'^-�-SEAL PENETRATION AND • • •••••• ` •• • 0000 : • • UNDERBASE WITH 00 �"^� ✓.r`� APPROPRIATE ROOF SEALANT r f -IF 2 LAG SCREWS ARE USED, LOCATE SCREWS IN OPPOSITE CENTER HOLES ON BASE ROOF RAFTER ORS 1 STRUCTURAL MEMBER � ,.` ROOF DECKING TYP. t SNAPNRACK STANDOFF MOUNTING POINT t FOR USE ON ALL ROOF SURFACES I USING(2)LAG SCREWS PER CONNECTION at 4"ox. Diameter=4� 5/16 in ' Minimum thread penetration= 2,5 in Existing structure=2"X 4"wood trusses at 24"D.C. W , Page 7 + . 1 r JOSE D. GARCIA Job Name:Brady Residence ' CONSULTING ENGINEER,LLC. Job Address:9333 NE 9th'. Place CIVIL!STRUCTURAL 17440 N.E.4th.Ave.North Miami Beach,R 33182 Mlaml Shores, Florida;33138 Tel:(305)903-5708 Emelt:jgercla,pe@outlookco 84m Job Number:17-199 FLA.P.E.Licence No.756 1 § i c LAG SCREW DESIGN 1 r a NATIONAL DESIGN SPECIFICATIONS FOR APPLICABLE CODE(5) WOOD CONSTRUCTION(2015 EDITION) I F - FLODIDA BUILDING CODE 5TH EDITION SOUTHER PINE EXISTING SPECIES COMBINATION (2" x 4" WOOD truses @ 24 in o.c.) SPECIFIC GRAVITY(G)(TABLE 12.3.3A) G =0.55 LAG SCREW DIAMETER 5/16 DESIGN VALUES WITHDRAWAL LATERAL ;•••;• PRELIMINARY DESIGN VALUE 307 LB/IN(Table 12.2A) 140 LB(table 127) •• • • LAG SCREW THREAD PENETRATION(MIN.) • • ' FOR A 3" LENGTH SCREW 2.5" ••• .. • •••• (APPENDIX L- TABLE L2) e• • PRELIMINARY DESIGN VALUE" 767.50 lb •• •• • ••... Cd- LOAD DURATION FACTOR 1.6 1.6 ' - a . . e• ....0 (SECTION 2.3.2) t • Cm- WET SERVICE FACTOR 1 110 00 •••••• ••eee• • (TABLE.11.3,3) • , ... •• • C - TEMPERATURE FACTOR •• I T<= 100F 1 1 ' (TABLE 11.3.4) , C9- GROUP ACTION FACTOR N/A' 0.98 Cc-GEOMETRIC FACTOR N/A 1 (SECTION 12.5.1) Ceg- END GRAIN FACTOR 1 1 (SECTION 12.5.2) Cti - DIAPHRAGM'FACTOR N/A 1 (SECTION 12.5:3) Ctn - TOE NAIL FACTOR 1 1 (SECTION 12.5.4) LAG SCREW PENETRATION FACTOR N/A N/A FINAL DESIGN VALUE 1,228 Ib 219 Ib (TABLE 11.3.1) SCREWS NEEDED' 10.4355 = 1 0.1302 = 1 ' SCREWS PROVIDED 1 1 2 MINIMUM EDGE DISTANCE REQUIREMENTS L/O = 257 5/16" = 8 AND 8>6 FOR SCREWS WHEN L/D>=6� REQUIRED SPACING= 1.5 * D = 0.47" •T (TABLE 12.5.1C) 1PRoviDED = 1.0-- MINIMUM SPACING REQUIREMENTS L/D = 2.5--/ 5/16" = 8 AND 8>6 - FOR SCREWS WHEN L/D > = 6 REQUIRED SPACING = 5 * D = 1.56" (TABLE 12.5.10) PROVIDED = 2.5" a Page 8 - JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER LLC. Job Address:9333 NE 9th. Place CIVIL!STRUCTURAL 17440 N.E.4th.Ave.North Miaml Beach,Fl 33162 Miami Shores, Florida 33138 Tel:(305)903-6706 Emall:jgarcle.ps@outkM.com FLA.P.E.LlcertceNo,7806 Job Number: 17-199 CHAPTER 4: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD CAPACITY One lag screw with 2,5"penetration into SYP= 307 Ib/in* 2.5 in=767.50 lbs(withdrawal) Two screws with short term wind load = 2 screws*767.50 Ib*1.6= 2,456 Ib 2 screws have capacity of 2,456 lbs upward in tension Tributary area for the worst case.Zone 2 PV panels= 12 sf Net uplift wind load = W= 2,456 Ib/ 12 sf W = 204.67 psf Net Uplift ' That is why(2)lag crews (5/16" dia.)with 2.5"penetration to SYP at 12 sf tributary area per49ra�p• •••• •••• • of screws)have a wind load capacity of= 204.67 psf(Net Uplift) 000000 • ;....: sees . • . • .•.• . •.... Actual wind load with 175 mph at 10 sf area ' Zone 1= 44.49 psf OK sees•• �••� sees•• • Zone 2 = 77.44 psf OK ;";': •• Zone 3 = 114.52 psf OK sees.• CHAPTER VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL DEAD LOAD Existing structure superimposed load (estimated design load): Dead load = 25+10=35 psf Live load = 30 psf Photovoltaic module operating weight= 2.32 psf Safety Factor= 2 Additional dead load = 2.32 psf* 2 =4.64 psf 4.64 < 25 Page 9 JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,I.I.C. Job Address:9333 NE 9th. Place CIVIL I STRUCTURAL 17440 N.E.4th.Ave.North Mleml Beach,FI 33192 Miami Shores, Florida 33138 Tel:(308)803-5709 Email:)garcla.pe@outlook.com FLA.P.E.Licence No.78489 Job Number:17-199 CHAPTER b: WIND PRESSURE ACTING ON THE PROPOSED PANELS All 5tructural calculations are made for worst case condition - Panels encroaching in wind zones 1 and 2 Taken from sheet 5-2 - PV Modules Layout S • •••••• •• • ••••• • 000*00 PERCENT OF AREAS DISTRIBUTION (A) - WORST CASE CONDITION ..••:• Panel area inside wind zone 1 = 66 % = 11.88 sf •• •••• • Panel area inside wind zone 2 : 34 % = 6.12 sf Panel area inside wind zone 3= 0 % = 0.00 sf Total= 100 % = 18 sf WIND LOAD VALUES WITH i 175 mph ATA 10 sf AREA (P� Zone 1= 44,49 sf Zone 2= 77,44 sf Zone 3= 114,52 sf CALCULATION OF THE WEIGHTED AVERAGE FOR PRESSURE ACTING ON THE PANELS (Pave) Pave= (Al%* P1)+(A2%* P2)+(A3%*P3) 100% Pave= 55.69 psf PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) Page 10 i r r 11.2 Withdrawal Design Values 11.2.1 Lag Screws 11.2.1.2 When lag screws are loaded in w'ithdra, from end grain, nominal withdrawal desiz n values, !1._.1.1 The "rithdriwal design%-allies.•in Ills./ill. or sivill Iv multiplied by the end groin Ihctor,C�,"0.75 IknctrrtiOn. ti+r a simile hig wrcw inwried in side lmtin, 11.2.1.3 When lag screws are loaded in w•ithdrav with thcrlag serrw anis I+erl'lendicular to the wood lihm, file allowable tensile strength orlhe lag screw'at the shall lie determined trorn Table I1?A or 1:gimlion 11.2-1, (roof)section shalt not lie exceeded(sec 10.2 3). within the mnec ol'spccilic cm%.itics and screw diannefers given in Table 11,2;1.Tabulated nominal design►,lues,lv, j shall"'moltiplicd by all applicahlc adiustmem factors(sec !able 1)n)obtain allowable design%,alues,W.. • (11.2.11 • • �••••• •••••• •• • ••L • • Table 11.2A Lag Screw Withdrawal Design Values W •••••• fabulraYl w ithdrtwal(1tyil;ri rallies( V)arc In Imunds per inch of thmad penetration into sidc•a1lti of MUM mcn)1) Length of Ili reall penetration in main melilher shall not include the len ere h of the to dit r i` 66:000 spC41C, t P 'D ��e�PPZ�1I 'L) *99** ...... (iral'ih' 1.39 Screw Unthreaded Shank Diameter,n :0*:*: „• • •• R G 1�4" j Qli)S/I6" ( 3.fltj�•• 112" 5/R•• •- . ....:. 0.73 z � 314" 7!R" •1„_.. 1-11R . 1'l�.t' y 1 53N ? 6.0.1 668 7S9 q0i i••••i 0.71 1016 1 Irj •1226 • .I3'; • • r. 3R1 450; °•`516 579 + OAS i 357` 422 640 757 ! 868 974 1077 . 1176 �'12it3 3R 1... t .. 1009 0.67 _., ( ;..349 413 ' 473 -331 �'R7 7t►9 5,3 j)13 I I().i 1193 _ _ 694 7)6 0.58 '81 ,+ , - 893 ° 987 . 1078• 1167 3X I 4,1 47 3 C;y gyp,.�"0.55 360 352 ._ .. 395 y` -'437 ;SI6 l'11 719 79a S69 940 0.51 232 274 i 31.1 353 i!In t 592 . 664 . .. 731 902 96R OSO t 461 525 59.1 c t ?25` 'ZGG .. .'305 342 3 6-f' 'I t. 775 O.4y 2!s 25'1 296 j �_. 78, _417 513 ; 576 f,3(,' 695 752 0.•17 205 242 , 3 31i7� i' a34 49S isy /ij ... .. 278 31�' 3<75 408`. 614 ) 7311 0.16 Ihr) 467 . S25 SHO. 35 76') 302 334 395 a5,; 109 ; •+ 63.1 686 0.44 _IR6 220..., 252 283 312 ' 369 /'- 613 1;1i1 O.J3 i� 17y .71-,- 423 475 53.5 574 is ` : 143 273 302 ?`�� ___ o.a2 s 621 '173 205' 235 264 291. .34i {d09 ai!) 501 1 55.4 1110 6.41 167 195 ?2C 25 , 395' 44; 490 579 4 28l 132 535 0.40 161 ,� 190„ :218 E 245 ' 271 QI , 4 S .17.3 516 S:( 367' ) t►.341 15; + 183 : 210 ---_ 320 :412 4S5 497 5 • 0.38 - 36 I �fil •�30R�-'�� 35 149 176 202 227` �. 251 296 ! 340 397 43S I a7y 18 w 0.3 r• tai 169 194 : 218 241 2,: , 3R1 "`422 1461 0.36 _ 137 163_ 186 - 313 367 4115 d9R 471) 0.35 1 132 156 179 ?I� 222 A 273-, 300 .352 . 389 ;-425 4110 110 -130 149 167' . 185 2 37-' 407 �14I t al at l8 250 2R1 �, 311 339 1Jf 1.11<Catc Cu,IDCC IIO,;C s.Ull tM nu,lhnf+.`d by all andir.,l,l.•..,IL „Y 367 1 . i I / t Table 11.3.2A Assigned Specific Gravities Spccllic' Spec " Gra�it� Cra Spccici Cumhinatiml 1: _� cc)cc('nmbinatinns of\ISR and.%IF.I.Lumher C \`t''n 0•'+9 1)i,1rLu Fir-Lurch w it.rl.;r:n Fir 0.3f, I'_=1.91 KI.0(111 p.1 and lower gradei,of\1SR I). [)ccch•litritl-1{ic�nn 0.'I i F _.01'd),0inlpsi gratlecor\1SR 1). Coact Sitka Spruce 0.19 i 1?=_',I1xl,n(x)p;i rrldes of\ISIt 0. Cotlt,n%vtxsi 0.41 i L'•=21.2(x),(ili0 psi grados of;\ISR 1 0. DouO ns ht-Larch 0.50 F:-2.300,M)psi.rade-;of MSR 0. D,Ajrlus F11-I arch lNonh) 0,14 E-210(I Ix10 psi grazier of,\15R U. U++1:rl:i�F1r-S,wth 0.46 ! Lngclntann Spn,cc•I.iidl:rtx,)c pine Iin;trrn Henarkk 0.41 1500f and,lower grades of MSR • • " •I••i K)• •••••• F.actctn Hcmlry k 13alsatti Fir 1 0,1E 16501'2nd higher grades of\ISR ••�• � •s' • It. • Eastern Ilemlock-Tammack 0.41 Hem-Fir • • • •• l:1,0c-n Hemhxk-Tamarack(Nvnh) 0.47 € L- < • ..1)Qix)(1psi and h�wdr grades of�� •• • .0. • • Eastern Snti:v(k+cis 0.36 E-1.600,MO phi grades or S1SR 0000 . } • (I. ••••• • • ••••••1I • • ! 1Sastent ti,tuc•e' -0..t) F:=).?Il( 1d>(Il)psi grade; or\i5R •••• Vastem What-Fu1e 11.3(; E=I,SO(I.000 psi'-rade,;of NIS R •••••• •• • 1)•M ••i••• Engelmann Sprucclodgcpole Pine 0,39 i. E=1 900,000 psi grades of\SSR •••�.• ;'•.•'(1, • •••• i J lcat-1'ir 0.43 } 1=2,000,00()jtci rradcs of A1SR •••••• • 0. •• Iicm-Fir(Norah) 0.46 F=2,)n11,000 p:i grades of\ISR i • i • 't p }• . , , 1ui, , I01,. ••••i•• �\)ied Maple tadcsor\ISR •••• \ iteJ Oak Q.(18 0i • , 11 i 0••••0 , \Ii;ed Southern Fine 11.51 1:=2:100,000 psi grades of\ISR 0•;0. \lount:lin Hemlock 0,47 Southern Pinc r E Northern fine 0.•7:, 3 I:=1,,00,0(10 psi and]o��•er gradcsol'\1$it and\1F.L p• northern Red Oak O.fiR I Erl. p0.000 psi and higher grades ul'\ISR nod MEL O. " Nntihern Sp.cic; 0.15 Slinice-I'icc•Fir `orthern 11 hire(War 0,31 (;=1 ?00,IN)1I p>i and luuer grades of\ISR;utd\11;1. O, Ponderosa 1'111e 0,43 .SIx)AR.1 psi and.1.)(x)MM psi gt.ldes of\ISIt and\1CI. 11, Red Maple 0.58 E=2.01)1),000 psi and higher grades of\15R and\IFI 0 Red Oak 0.67 - Red,Vine 0.44 i , Rrau ood.clow.;!min 0.44 ' RNI-1,d.olu•n;_:rain 0.37 ! Sitka Sprucc 0.43 11 , southern fire. 0.55 Spree-Pine-Fir 0,42 Spruce-Pinc-Fir(South) 0.36 tlec:c`1u t:rdr:r 0.36 ' r Wcctern Cedar;iNorth 1 0:35 111s1.m Hemk k JI.47 WestemIlctnlock(:Nwthi 0.46 Wcstem Whitt:Pine 0.40 Westrm Wood; 11'hitc Oak 0.73 ti•;-'r is_ o h�.;.,u:$r,^In wl cFd."rcc.�+"c1 n+r::•dn Ilittltcrr,?I+iCllli C1311fIC5((il,114 poariblr Ii r,Jdtarnl 91ad;�01\ISR.ind>IE '';,ICr stR,1 a„r.+.•r;,. I 4 lu,rt+c . 1 r , t r s - F � r a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-300030 PermitNumber: EL-12-17-2920 Scheduled Inspection Date: April 04, 2018 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: BRADY, SEAN CHRISTOPHER Work Classification: Solar Job Address:9333 NE 9 Place Miami Shores, FL Phone Number (954)483-7266 Parcel Number 1132050070080 Project: <NONE> > Contractor: GOLDIN SOLAR, LLC, Phone: (305)469-9790 t Building Department Comments INSTALLATION OF SOLAR(PV) POWER SYSTEM ON Infractio Passed Comments EXISTING ROOF INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-293782. Roof is O. K.Group all E�r mains. a Failed Correction `Y Tib 9 Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. i April 03,2018 For Inspections please call: (305)762-4949 Page 8 of 25