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EL-17-2904 (2)oREs � � ' `� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 F�OR1D4' Phone: (305)795-2204 Perm t No. EL-12-17-2904 ■ Permit Type: Electrical - Residential erit Work Classification: Solar Permit Status: APPROVED issue Daate:11312018 ;1 Expiration: 07/02/2018 Project Address Parcel Number Applicant 1201 NE 96 Street 1132060143830 Miami Shores, FL 33138-2553 Block: Lot: BKT HOLDING LLC Owner Information Address Phone Cell BKT HOLDING LLC 700 NE 90 Street MIAMI FL 33138- 2691 E OAKLAND PARK Boulevard FT. LAUDERDALE FL 33306- Contractor(s) Phone Cell Phone SUNSHINE SOLAR SERVICES INC (954)254-9986 Type of Work: INSTALL SOLAR PANELS AND INVERTER Additional Info: INSTALL SOLAR PANELS AND INVERTER Classification: Residential Scanning: 5 Fees Due Amount CCF $20.40 DBPR Fee $17.47 DCA Fee $11.64 Education Surcharge $6.80 Permit Fee - Additions/Alterations $80.00 PermitFee- Additions/Alterations $1,164.42 Scanning Fee $15.00 Technology Fee $27.20 Total: $1,342.93 Valuation: $ 33,269.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # EL-12-17-65866 01/03/2018 Credit Card $ 1,292.93 $ 50.00 12/11/2017 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Electrical Review Building Review Structural 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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd z ning. Futhermore, I authorize the above -named contractor to do the work stated. January 03, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 03, 2018 1 CrIs� (u.. S�l 11 -j Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION �61,E:l ELECTRIC ❑ ROOFING e DEC 1 2017 S+t) BC 20V�_ Master Permit No. ��C� Sub Permit No. CL I I Z I REVISION EXTENSION ❑RENEWAL F-IPLUMBING MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1201 NE 96 Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-014-3830 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): BKT HOLDING LLC Phone#: 1-305-904-1608 Address: 1201 NE 96 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: ab@burkmiami.com CONTRACTOR: Company Name: Sunshine Solar Services Inc Address: 2805 E Oakland Park Blvd #422 City: Ft Lauderdale e#: 954-568-4876 FL Zip: 33306 Qualifier Name: Edward J Strobel Phone#: 954-254-9986 State Certification or Registration #: CVC 56730 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 33.9 L �, D D Square/Linear Footage of Work: M? Type of Work: ❑ Addition E3 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Install Solar Panels and Inverter Specify color of color thru tile: Submittal Fee $ 5 V 1 0 Permit Fee $ CCF $ �, ' C��U CO/CC $ 1 If Scanning Fee $ I c� , q—) f Radon Fee $ I r• �' / DBPR $ t� Notary $/� Technology Fee $2—� • Training/Education Fee $ �U Double Fee $ `7 Structural Reviews $ � Bond $ <2� ?? TOTAL FEE NOW DUE $ 1 �� • - IJ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 OWNER or AGENT ,CONTRACTOR" The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this N day of _I��V e r� , 20 11 by day of j -5VnV CfY, iQ(- , 20 Ll by (�114 i r,k r,A er- L`T-k-�0'•'14" who is personally known to --,who is personally known to me or who has produced Fg�(, D(LA V l_ 4 C— as me or who has produced in �� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: "� Print: Seal: _ MY COMMISSION # GG094949 Seal: ;.!4 JAY CHANDLER EXPIRES July 05, 2021 '; MY COMMISSION # FF907263 ' EXPIRES August 05, 2019 " APPROVED BY %� gd: Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)/�� HYUNDAI SOLAR MODULE R1 SERIES Multi -Crystalline Type HiS-M310RI HiS-M315RI HiS-M320RI Mono -Crystalline Type HiS-S330111 HiS-S335RI HiS-S350131 (fS355R -er ro-a-up gM PERL Technology PERL technology provides ultra -high efficiency with better performance in low irradiation. Maximizes installation capacity in limited space. Aa�, 7W Reliable Warranty HYUNDAI Global brand with powerful financial strength provide reliable 25-year warranty. Hyundai's Warranty Provisions 10 1 0-Year Product Warranty rcaas On materials and ,,jorkmansh: p @25 25-Year Performance Warranty -- — ,7f.A,,s �n of guaranteed rp:ri. pC.wer. 'or , 1, I . ) year.. 80% t of r ,). ;,-ir,-;n1,7c,d, rnn. po-,,.er 3, year Certification HiS-S340131 HiS-S345RI HiS-S360R] M A 0 t I N KOREA % 1 .0 Low LID/ PID Both LID(Light Induced Degradation) and PID(Potential Induced Degradation) are strictly eliminated to ensure higher actual yield during lifetime. 0@) Corrosion Resistant Various tests under harsh environmental conditions such as ammonia and salt -mist passed. About Hyundai Solar _T 777 Me*c***O* .!�pjcal Strength 00000 0 :00*00 Tempered an glass . 0 .9 OnforceJ Iran,* design withstand 9,i_qqAbus we:th*e,..* conditions sucto. ;;'Ivy snow and strong wind. • 0 0:0 00 0 00 0 UL VDE Test Labs QQ 0 Hyundai's R&D center is an accredited test laboratory of both UL and VDE. Es(ablisiled in 1971". Hy-Undai Heavyirdustnes (HHl) ior of the truc,ted n-Aines in he Wert ,,Fjnos s2cto.r �,,jit[j e..8,000 ernploycn .les ad more than 40 Billion Uann CD in ual sak.,s (2015'� As a global leaserr and innovator. I iyundai Heavy lndustrieis cornmitted' tot-,-jilding a future gro,,,ith engine by developing and investing heavily in the field of renewable energy. Started as a core business div*s7,,-n of HH1. Hyundai Solar (Hyundai Hc,,a,,,,,, In.iListi ils E, en ergy) (I n now stands as an inde,_,enrdent company anti an affiflate of 411 as froi-n December r 201:6 ft is the largest and the longest �.tandlng PV cell and rrodule Manufacture, in S,;ufl, Korea w:th 600 f."01 of PV prodL.K. (:, [0 OVE C E US �, PV CYCLEG G -SLY USTED AiHYUNDAI GREEN ENERGY w.-m.hhareen coin !2)7,110:7, Electrical Characteristics Mechanical Characteristics 1998 mm (39.29")(W) x 1,960 mm (77.17)(I_) x 40 mm (1.57")(H) __....... .......... _.. ......................._._........................_... Approx. I22.9 kg (50.5 ibs) _...._................................... ................... ................. ........._............. ._.................................................. ....._._._................ ._ 7�6celis ir`series (6 x 12 matrix) (Hyundai cell, Made in Korea) a mmt12AW13) cables with polarized weatherproof connectors, 1ft: ttltd (UL listed and UL 4703 certified), Length 1.2 in (47.7") lV)j4Vatherproof, IEC certified (UL listed) ..•.......................•........................................................ _...................... ............................................... ............................. _. 3911pttes diodes to prevent power decrease by partial shade •••••• •WOP:Anti-reflection Coated glass. 3.2 mm (0.126") Enrapsulant . EVA I Rack Sheet: Weatherproof film •••••• ..... _....... ......................... Clear ar:dized aluminum alloy type 6063 Module Diagram i!Int:-lrn; Mono -Crystalline Multi -Crystalline Si Type -Front Side View Si Type -Front Side View 4.aT SIOTMI, n $ DETAIL A DETAIL 0 SECTION CC e O J. ao_o3 SECTION D-D B DETAIL E 'Al data at STC (Standard Test Conditions). Above data may be changed without prior notice Installation Safety Guide Only qualified personnel should install or perform maintenance. Be aware of dangerous high DC voltage. Do not damage or scratch the rear surface of the module. Do not handle or install modules when they are wet. Nominal Operating 46'C t 2 Cell Temperature Operating Temperature -40 — 85°C __........................................_..........__......_.................................................................. Maximum System Voltage DC 1,000 V (IEC) DC '1,000 V (UL) Maximum Reverse Current 15A Rill to 35U hti 20A utt ove 355Va; I-V Curves Current [A] 10 r 9 7i, 7 6 5 i{ t t 4 Incid. krad = 1,00OW/m' 3 -- oper21ing Cell Temp = 5_C ' p -- Operating Cell Temp = 25. C -- Operating Cell Temp = 45. C I n - - Operating Cell Temp = 65 C ` 0 IO 20 70 40 SD Voltage I V ] Current [A] 9 — Incid. brad = I,000W/m' \� Cel temp. 6 ..... had. Ind = BMW 5. 4 —kdd. Irmo =600W/m' t — Wd. Inad = 40OW/m' 2 ._._ ...... ................. ~�1` I —Incid. lrrad=200W/IN 00 a 10 15 20 25 30 35 4D 45 50 Vogagel V I HYUNDAI GREEN ENERGY f Sales & Marketing.„ '"kNedon'Xcarii6ed SS, Bundang-ro, Bundang-gu, Seongnam-si, Gyeonggi-do. 13S91, Korea Pr ntEd Date: o5rzev FSC Wrviypp°. TeC +82-31-8D06-6910.6930.6906 1 Fax:+82-2-746-7675 SUNNY BOY 3.0-US / 3.8-US / 5.0- S / . - S / 7.0-US / 7.7-US SMA Value -Added Improvements Reduced labor Unmatched Flexibility Trouble -Free Servicing • Superior integration with SMA's • New Installation Assistant with MLPE Power+ Solution direct access via smartphone • World's first Secure Power Supply* minimizes time in the field now offers up to 2,000 W • Integrated disconnect simplifies • Full grid management capabilities equipment stocking and speeds ensure a utility -compliant solution installation for any market SUNNY BOY SMA's proprietary OptiTracT° Two-part enclosure concept Global Peak technology mitigates allows for simple, expedited shade with ease servicing • Multiple independent MPPTs Enhanced AFCI technology reduces accommodate hundreds of false tripping while improving stringing possibilities sensitivity in real arcs 3.0-US / 3.8-US / 5.0-US / 6.0-US / 7.0-US / 7.7-US Reduce costs across your entire residential business model The residential PV market is changing rapidly. Your bottom line matters more than ever —so we've designed a superior residential solution to help you decrease costs at every stage of your business operations. The Sunny Boy 3.0-US/3.8- US/5.0-US/6.0-US/7.0-US/7.7-US join the SMA lineup of field -proven solar technology backed by the world's #1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value -driven sales support and streamlined installation are just some of the ways that SMA helps your business operate more efficiently. And, Sunny Boy's superior integration with the innovative Power+ Solution means installers have even more flexibility in addressing their toughest challenges. www.SMA-America.com Technical data Sunny Boy 3.0-US Sunny Boy 3.8-US Sunny Boy 5.0-US 208 V 240 V 208 V 240 V 208 V 240 V Input (DC) Max. usable DC power 3100 W 3100 W 3450 W 4000 W 5150 W 5150 W Max. DC voltage 600 V Rated MPP voltage range 155.480 V 195.480 V 220 - 480 V MPPT operating voltage range 100 - 550 V Min. DC voltage / start voltage 100 V / 125 V Max. operating input current per MPPT 10 A Max. short circuit current per MPPT 18 A Number of MPPT tracker / string per MPPT tracker 2/1 3/1 Output (AC) AC nominal power 3000 W 3000 W 3330 W 3800 W 5000 W 5000 W Max. AC apparent power 3000 VA 3000 VA 3330 VA 3800 VA 5000 VA 5000 VA Nominal voltage / adjustable 208 V / • 240 V / • 208 V / • 240 V / • 208 V / • 240 V / • AC voltage range 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V AC grid frequency 60 Hz / 50 Hz Max. output current 14.5 A 12.5 A 16.0 A 16.0 A 24.0 A 24.0 A Power factor (cos rp) 1 Output phases / line connections 1 / 2 Harmonics < 4 % Efficiency Max. efficiency 97.2 % 97.6 % 97.2 % 97.5 % 97.2 % 97.5 % CEC efficiency 96 % 96.5 % 96.5 % 96.5 % 96.5 % 97 % Protection devices DC disconnect device • DC reverse polarity protection • Ground fault monitoring / Grid monitoring • AC short circuit protection • • • • 4pole sensitive residual current monitoring unit (RCMU) • • • • Arc fault circuit interrupter (AFCI) • ' • • • • • • • Protection class / overvoltage category I / IV 0 • • • General data • • Dimensions (W / H / D) in mm (in) 535 x 730 x 198 (21.1 x 28.5 x 7.8) • • Packaging dimensions (W / H / D) in mm (in) 600 x 800 x 300 (23.6 x 31.5 x 11.8) "' • • • • • • • • Weight / packaging weight 26 kg (57 lb) / 30 kg (66 Ib) • • • • • Operating temperature range - 25°C ...+60°C • • • • • • •' ' • Noise emission (typical) 39 dB(A) 110 • •' Internal power consumption at night < 5 W • Topology Transformerless • • ' • • Cooling concept Convection 009060 Features : •• • s•• • Ethernet ports 2 •• • • • Secure Power Supply • Display (2 x 16 characters) • WLAN • Sensor module / External WLAN antenna 0/0 Warranty: 10 / 15 / 20 years 9/0/0 Certificates and approvals UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA V22.2 107.1.1 • Standard features O Optional features - Not available Data at nominal conditions NOTE: US inverters ship with gray lids. * Not functional with Power+ Solution Type designation SB3.0-1 SP-US40 SB3.8-1 SP•US-40 SB5.0-1 SP-US40 Accessories 141 Sensor module �� Extemal WIAN antenna , SMA Rooftop MC) EXTANT-USCommunication Kit ROOFCOMMKIT-PI-US Efficiency curve SUNNY BOY 6.0-1SP-US-40 98 96 v . • ............................... .. . ................... 94 !.: ` ........ 92 fr vs i 90 o 1••• 88375VI 96 Eta 220V1 ]YO 490 86 -•• EtaIV�.-480VI V„„M 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power To-chnical data Sunny Boy 6.0-US Sunny Boy 7.0-US Sunny Boy 7.7-US 208 V 240 V 208 V 240 V 208 V 240 V Input (DC) Max usable DC power 5400 \N 6200 W 6900 W 7200 W 6900 W 7950 W Max. DC Voltage 600 V Rated MPP Voltage range 220 - 480 V 245 - 480 V 270 - 480 V MPPT operating voltage range 100 - 550 V Min. DC voltage / start voltage 100 V / 125 V Max. operating input current per MPPT 10 A Max. short circuit current per MPPT 18 A Number of MPPT tracker / string per MPPT tracker 3/1 Output (AC) AC nominal power 5200 W 6000 W 6660 W 7000 W 6660 W 7680 W Max. AC apparent power 5200 VA 6000 VA 6660 VA 7000 VA 6660 VA 7680 VA Nominal voltage / adjustable 208 V / • 240 V / • 208 V / • 240 V / • 208 V / • 240 V / AC voltage range 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V AC grid frequency 60 Hz / 50 Hz Max. output current 25.0 A 25.0 A 32.0 A 29.2 A 32.0 A 32.0 A Power factor (cos'P) 1 Output phases / line connections 1 / 2 Harmonics <4 Efficiency Max. efficiency 97.2 % 97.6 % 97.1 % 97.5 % 97.1 % 97.5 CEC efficiency 96.5 % 97 % 96.5 % 97 % 96.5 % 97 Protection devices DC disconnect device • DC reverse polarity protection • Ground fault monitoring / Grid monitoring • AC short circuit protection • • • • • • • • • • • * • Allpole sensitive residual current monitoring unit (RCMU) • • • 0 • • • • Arc fault circuit interrupter (AFCI) • • • • • :' • 0 • ' Protection class / overvoltage category I / IV • • • • • • • • • General data ' • •••••• • •••••• • Dimensions (W / H / D) in mm (in) 535 x 730 x 198 (21.1 x 28.5 x 7.8) • • • Packaging Dimensions (W / H / D) in mm (in) 600 x 800 x 300 (23.6 x 31.5 x 11.81 • • • Weight / packaging weight 26 kg (57 lb) / 30 kg (66 lb) • • • • • Operating temperature range - 25°C ...+60°C •••••. • • • • ' • • • • • • Noise emission (typical) 39 dB(A) 45 dMA) " • • • Internal power consumption at night < 5 W • 00000 • • " • • • • Topology Transformerless 0 • : • • • i • • Cooling concept Convection fan• • • • • • • • • • Features • • ' • • • • ••• • Ethernet ports 2 • • Secure Power Supply •' Display (2 x 16 characters) • WLAN • Sensor module / External WLAN antenna 0/0 Warranty: 10 / 15 / 20 years 6/0/0 Certificates and approvals UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA V22.2 107.1.1 • Standard features O Optional features — Not available Data at nominal conditions NOTE: US inverters ship with gray lids. * Not functional with Power+ Solution Type designation SB6.0-1 SP-US-40 SB7.0-1 SP-US-40 SB7.7-1 SP-US-40 POWER+ SOLUTION The SMA Power+ Solution combines legendary SMA inverter performance and intelligent DC module -level electronics in one cost-effective, comprehensive package. This means that you can achieve maximum solar power SUPERIOR INTEGRATION WITH THE production for your customers while also realizing POWER+ SOWTION significant installation savings. - Unlike conventional microinverter and DC optimizer systems, Power+ is faster to install, provides more flexibility, boasts logistical advantages, and reduces service risk."` Visit www.SMA-America.com for more information. #1 INVERTER SIMPLE, FLEXIBLE DESIGN .......................................................................... Speed the completion of customer proposals and maximize the efficiency of your design team with the Sunny Boy -US series, which provides a new level of flexibility in system design by offering: » Hundreds of stringing configurations and multiple independent MPPTs n SMA's proprietary OptiTracTm Global Peak shade mitigation technology » Diverse application options including on -and off -grid compatibility ...................................................................................................................... SMA wants to enable your sales team by arming them with an abundance of feature/ benefit support. Show your customers the value of the Sunny Boy -US series by utilizing: » Secure Power Supply, now with 2,000 W of opportunity power in the event of a grid outage, as an increased value -add or upsell opportunity » SMA's 35 year history and status as the #1 global inverter manufacturer instills homeowners with peace of mind and the long-term security they demand from a PV investment » An economical solution for shade mitigation and the challenges of complex roofs ..................................................................................................................... • • Ensure that your back office business operations run smooth y gM 04uccinc4)Pwh0e• .e..•• mitigating potential errors. The Sunny Boy -US series can help"cJ -_we costSaviAds in • these areas by providing: ..*ego • • •"' » An integrated DC disconnect that simplifies equipment stojl in j bQd allow,oftx;•single ... e • sees • • • inverter part number • • ,00000 • • » All communications integrated into the inverter, eliminatin8•tn%Aeed to erdef' additional equipment . • • • ....�. Expedite your operations in the field by taking advantage of the new Sunny Boy's installer -friendly feature set including: » Direct access via smartphone and utilization of SMA's Installation Assistant, which minimizes time/labor spent in the field and speeds the path to commissioning » Improved communication —no need to install additional equipment » Integrated DC disconnect that simplifies onsite logistics and eliminates the need to install a separate disconnect unit, speeding overall installation time SUPERIOR SERVICE SMA understands the factors that contribute to lifetime PV ownership cost, that's why the Sunny Boy -US series was designed for maximum reliability and backstopped by an unmatched service offering. Benefit from: » The new Sunny Boy's two-part enclosure concept that separates the connection unit from the power unit, which allows for simple, expedited servicing » The #1 service team in the PV industry, as recognized by IMS research, with experience servicing an installed base of more than 55 GW The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 Certification ensures that SnapNrack partners can provide the best in class installations in quality, safety, and efficiency • All bonding hardware is fully integrated into the components • No grounding lugs required for modules • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required (One Lug per individual row of modules) Patent Pending 00 Roof System in 4 Simple Steps: 1) Go to the online Series 100 Configuration Tool (configure.snapnrack.com) and select "Yes" for UL 2703 Listed 2) Identify Site Conditions (Array Tilt, Building Height, Roof Type, Wind and Snow Loads) 3) Build array in the online Configuration Tool and automatically generate a Bill of Materials. 4) Place order with your distributor. Purchase material for a single project or order in bulk for additional savings UL LISTED PV Mounting System 2703 Stainless Bolt with Split -Lock Washer SnapNrack Bonding Adjustable End Clamp Top SnapNrack Bonding Adjustable End Clamp Bottom SnapNrack Bonding _ Adjustable End Clamp Stainless Steel Bolt with Split - Lock Washer SnapNrack Bonding Mid Clamp SnapNrack Bonding Channel Nut SnapNrack Bonding Mid Clamp SnapNrack Bonding Splice Insert SnapNrack Splice Base Stainless Hardware with Split -Lock Washers SnapNrack Bonding Standard Rail Splice SnapNrack Standard Rail SnapNrack Bonding Stainless Channel Nut Bolt with Split Lock Washer SnapNrack Ground Lug 10-6 AWG Copper Wire SnapNrack Ground Lug _ Assembly (ONE REQUIRED PER ROW OF MODULES) SnapNrack Bonding Standoff Clamp Assembly SnapNrack Serrated Stainless SnapNrack SnapNrack Bonding Rubber Steel Flange Nut Bonding Channel Nut Channel Stainless Rain Collar Serrated Stainless Nut Flange Nut Steel Flange Bolt SnapNrack Stainless SnapNrack Flange Mill Finish 92 Degree g Standoff L Foot Bolt SnapNrack SnapNrack All Purpose Mill Finish L Foot Standoff Base (1-Hole SnapNrack SnapNrack Base Shown) ''" SnapNrack L Foot Metal Roof Mill Finish Flashing Base Assembly L Foot Base SnapNrack Bonding L SnapNrack Bonding SnapNrack Metal _ Standoff Assembly L Foot Base with Flashing Roof Base with Bonding L Foot SnapNrack Bonding Universal End Clamp (UEC) Wave T UEC Pull Strap UEC Wedge L Stainless Steel Bolt with Flat Washer SnapNrack Bonding Universal End Clamp •••••• •••••• •••••• •••••• •••• •••••• • • • • • • • • • • • • • SnapNrack Series 100 UL Technical Data Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • (wick and efficient mounting • Adjustable hardware to ensure clean and level finish • All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snag rack- (877) 732-2860 www.SnapNrack.com A Printed on recycled paper using soy based inks. © 2014 by SnapNrack PV Mounting System. All rights reserved. WENGINEERING EXPRESS Project # Sunshine Solar Account Calculations Prepared For: Sunshine Solar Services 2805 Oakland Park Blvd Suite 422 Fort Lauderdale FL 33306 954-568-4876 Project: Burkhardt Residence 1201 NE 96th Street Miami Shores, FL 33138 Subject: Solar Panel Anchorage Calculations and Wind Pressures General Notes: 1. This engineered plan is intended to provide site -specific design pressures for the referenced structure for the purpose of the installation of solar panel anchorage as proposed and provided by others. No certification, either expressed or implied, is offered as to the validity or applicability of any proposed system or component used along with these pressures unless product and approval information is specifiggUl, referenced and addressed herein. 0 • 2. No certification or review is offered that the proposed units meet any electrical, methantcal, oY' • • • • • • waterproofing requirements. These issues are to be addressed by the permitting corrtFEW? and tie Ipcal ....s ...... 3. The existing host structure must be capable of supporting the proposed systems As verified by the permit • • holder utilizing these design wind pressures and any other listed or noted requirements:v"'warr&ly,'eilher ••;•'. expressed or implied, is contained herein. •"" •• • 4. Dimensions are shown to illustrate design forces and other design criteria. Contranor ii4o verify aA field • dimensions prior to installation. g . • o • • • • •' 5. Engineer seal affixed hereto validates structural design as shown only. Use of this Ipeeificatioioy • :••g• contractor, et. al. indemnifies & saves harmless this engineer for all cost & damages including legal fete:& appellate fees resulting from material fabrication, system erection, & construction practices beyond that which is called for by local, state, & federal codes & from deviations of this plan. 6. Engineering Express has not visited this jobsite. Information contained herein is based on contractor - supplied data and measurements. Engineering Express shall not be held responsible or liable in any way for erroneous or inaccurate data or measurements. Dimensions are shown to illustrate design forces and other design criteria. They may vary slightly, but must remain within the limitations specified herein. Work shall be field verified by others prior to construction. Engineering Express shall be notified and given an opportunity to re-evaluate our work upon discovery of any inaccurate information prior to modification of existing field conditions and fabrication and installation of materials. 7. Except as expressly provided herein, no additional certifications or affirmations are intended. OrigingkBA 6P►s�eal Valid For 0Iffir�f .� C F • 0 6 3 _ 1 2/08/17 T(* Bishop, PE. RM131. ti•''••.....••'' � ENG1\A%% 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: (954) 354-0660 FAX: (954) 354-0443 / ENGINEERINGEXPRESS.COM PAGE 0 ENGINEERING PROJECT: EXPRESS® CLIENT: Based on INPUT DATA Exposure category (B, C or D, ASCE 7-10 26.7.3) Importance factor (ASCE 7-10 Table 1.5-2) Basic wind speed (ASCE 7-10 26.5.1 or 2015 IBC) Topographic factor (ASCE 7-10 26.8 & Table 26.8-1) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load ANALYSIS Velocity pressure PAGE: DESIGN BY: REVIEW BY: =b= Iw = 1.00 for all Category V =� 1mph Kn 1 - 1 Flat r he 13 ft L hr = M 17 f ft l ft B = 60 I ft + k A = M_ 17.225 ftZ 53.05 kips, SD level (LRFD level), Typ. 40.59 kips 654.09 ft-kips 241.78 kips cih = 0.00256 Kh Krt Kd V2 = 59.93 psf ' • where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) • ' • Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) s' • 0.85 • • ' Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) • 0.85 •,•••• h =mean roof height 15.00 ft � < 60 ft, [Satisfactory] • • • • • (ASCC 7s1O QS.2.1) < Min (L, B), [Satisfactory]• • • (ASCII 7-10 26.2.2) Design pressures for MWFRS • •. • • • • • • P = qh [(G Cpf )-(G CPI )] • • • . • where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). Pmin = 16 psf (ASCE 7-1926.AAt ' G Cp r = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, p%ge 30019 301) „. G Cp I = product of gust effect factor and internal pressure coefficient.(Tab. 26.11-1, Enclosed Building* page £58) ' = 0.10 or 0.10 (per Solar American Board for Codes & Standards) ' • • • • • " ' a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.113, 0.1L, 0.4h), MIN(0.04B, 0.04L), 3] = 6.00• V Net Pressures fnafl_ Ranle Lnar1 Canan Roof angle 0 = 7.59 Roof an le 0 = 0:00 Surface Net Pressure with Net Pressure with G Cp ( G Cp r (+GCp i) (-GCp i) (+GCp i) (-GCp i ) 1 0.42 19.33 19.33 -0.45 -32.96 -32.96 2 -0.69 -47.34 -47.34 -0.69 -47.34 -47.34 3 -0.39 -29.31 -29.31 -0.37 -28.17 -28.17 4 -0.31 -24.82 -24.82 -0.45 -32.96 -32.96 5 0.40 17.98 17.98 6 -0.29 -23.37 -23.37 1 E 0.64 32.53 32.53 -0.48 -34.76 -34.76 2E -1.07 -70.11 -70.11 -1.07 -70.11 -70.11 3E -0.56 -39.41 -39.41 -0.53 -37.75 -37.75 4E -0.47 -33.94 -33.94 -0.48 -34.76 -34.76 5E 0.61 30.56 30.56 6E -0.43 1 -31.76 -31.76 3E 3 2 2E 4E�_ e 1 REFERENCE CORNER 1E WIND DIRECTION 4CORNER 3E i� 4 6E-6 -i4E 5 SE REa a bWIND DIRECTION Load Case A (Transverse) Load Case B (Longitudinal) Net Pressures fpsf), Torsional Load Cases Roof an le 6 = 7.59 G Cp r Net Pressure with Surface (+GCp i) (-GCp I ) 1T 0.42 4.83 4.83 2T -0.69 -11.84 -11.84 3T -0.39 -7.33 -7.33 4T 1 -0.31 -6.21 -6.21 Roof an lie 0 = 0.00 G Cpf Net Pressure with Surface (+GCpi) (-GCpi) 5T 0.40 4.49 4.49 6T -0.29 -5.84 1 -5.84 3E 3 3T 2T 4 \_4T 2E 2 6 4E-_ 6 5 1T REFERENCE CORNER IE bWIND DIRECTION r -c= %► REFERENCE CORNER �I D DIRECTION Load Case A (Transverse) Load Case B (Longitudinal) 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: (954) 354-0660 FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM z/r Basic Load Case A (Transverse Direction► SurfaceArea Pressure k with (+GCp i ) (-GCp i ) (ft2) 1 1144 22.11 22.11 2 2663 -126.09 -126.09 3 2663 -78.05 -78.05 4 1144 -28.40 -28.40 1 E 156 5.08 5.08 2E 363 -25.46 -25.46 3E 363 -14.31 -14.31 4E 156 5.29 -5.29 Horiz. 53.05 53.05 Vert. -241.78 -241.78 Min. wind Horiz. 27.20 27.20 za.a.a Vert. -96.00 -96.00 Tnrcinnal 1 Hari r_a•n A ITran•vn.. fli-finnl Basic Load Case B Lon itudinal Direction) Area Pressure k with Surface I (ft2) (+GCp i) (-GC,i) 2 2663 -126.09 -126.09 3 2663 -75.02 -75.02 5 739 13.29 13.29 6 739 -17.28 -17.28 2E 363 -25.46 -25.46 3E 363 -13.71 -13.71 5E 161 4.91 4.91 6E 161 -5.11 -5.11 E Horiz. 40.59 40.59 Vert. -199.53 -199.53 Min. wind Horiz. 14.40 14.40 2a.a.a Vert. -96.00 -96.00 Surface Area Pressure k with Torsion ft-k (+GCp;) (-GCp;) (+GCp;) (-GCp,) (fill 1 494 9.55 9.55 210 210 2 1150 -54.45 -54.45 -158 -158 3 1150 -33.70 -33.70 98 98 4 494 -12.26 -12.26 270 270 1 E 156 5.08 5.08 223 223 2E 363 -25.46 -25.46 -148 -148 3E 363 -14.31 -14.31 83 83 4E 156 -5.29 -5.29 233 233 1 T 650 3.14 3.14 -79 -79 2T 1513 -17.91 -17.91 59 59 3T 1513 -11.09 -11.09 -37 -37 4T 1 650 -4.03 -4.03 1 -101 101 Total Horiz. Torsional Load, Mr 1 654 654 Torsional Load Case R ILnnnifudinal Direrflnnl Surface Area Pressure k with Torsion ft-k (+GCp i) (-GCp i) (+GCp i) (-GCp ; ) (fie) 2 2663 -126.09 -126.09 -50 -50 3 2663 -75.02 -75.02 30 30 5 289 5.20 5.20 60 60 6 289 -6.76 -6.76 78 78 2E 363 -25.46 -25.46 158 158 3E 363 -13.71 -13.71 -85 -85 5E 161 4.91 4.91 133 133 6E 161 -5.11 -5.11 138 • J3& • 5T 450 2.02 4?.02 -29 -29 6T 450 -2.63 62 6 • • -38 • -38• Total Horiz. Torsional Load, Mr 94.9 35*9. Design Pressures for components and cladding p = qh[ (G Cp) - (C° CpI)] 5 a where: p = pressure on component. (Eq. 30.4-1, pg 318) ?°�e,W-� Pmin = 16.00 psf (ASCE 7-10 30.2.2) G Cp = external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) Effective Zone 1 Zone 2 Zone 3 Zone 4 1 Zone 5 Area (ftz) GCp - GC, GCp - GCp GC - GCp GC - GCp GC - GC Comp. 17.225 0.45 -0.88 0.45 -1.58 0.45 -2.46 0.86 -0.95 0.86 1 -1.18 (Walls reduced 10 %, Fig. 6-11A note 5.) Comp. & Cladding Pressure (Psf) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Positive No uve Poslthro No eve P-M- No t- P-10- N.9,th. Posits" No tt- 21.14 -58.51 21.14 -100.79 21.14 -153.31 45.69 -63.07 1 1 45.69 1 -77.00 (ASD) 12.68 35.11 12.68 1 -60.48 12.68 -91.99 27.42 -37.84 1 27.42 1 -46.20 Note: It the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: (954) 354-0660 FAX: (954) 354-0443 CALCULATE CONVERTED WIND FORCES BASED ON SOLAR PANEL GEOMETRY Subject: Standoff Foot Panel Size, x 78.00" Panel Size, y 39.00" Panel weight 2.64 PSF Panel angle of attack 5.00° Tributary A, x 38.50" Tributary A, y 40.00" Tributary B, x 0.00" Tributary B, y 0.00" Tributary C, x 0.00" Tributary C, y 0.00" Zone 1 Positive Pressure: 13.00 PSF Zone 2 Positive Pressure: 13.00 PSF Zone 3 Positive Pressure: 13.00 PSF Zone 1 Negative Pressure: -34.63 PSF Zone 2 Negative Pressure: -59.65 PSF Zone 3 Negative Pressure: -90.74 PSF Post height 1 14.00" Post height 2 18.00" • Forces Normal Pressure Lateral Pressure Vertical Pressure Lateral Point Load Vertical Point 0 •LVe;al Point WOW Point Trib A Load, Trib A 11 9114d, Trib B Load, Trib B. Zone 1+ 15.64 PSF 1.36 PSF 15.58 PSF 14.58 lb 166.62 lb 1100 lb Zone 2+ 15.64 PSF 1.36 PSF 15.58 PSF 14.58 lb 166.62 lb • • 9.00 lb • 0.00 lb Zone 1- -33.05 PSF -2.88 PSF -32.92 PSF =30i801b-%' -35106 16A 0. 0lb • 4QO lb Zone 2- -58.07 PSF -5.06 PSF -57.85 PSF -54.12 lb -618.62 lb I QOO lb 0.00 lb Moments Post Ht 1, Trib A Post Ht 2, Trib A Post Ht 1, Trib B Post Ht 2, Trib B Zone 1+ 204.09 in -lb 262.40 in -lb 0.00 in -lb 0.00 in -lb Zone 2+ 204.09 in -lb 262.40 in -lb 0.00 in -lb 0.00 in -lb Zone 1- -431.22 in° Ib", ' -554 43 in=1b.- 0.00 in -lb 0.00 in -lb Zone 2- -757.71 in-lb -974.20 in -lb 0.00 in -lb 0.00 in -lb 'Due to a negligible portion in zone 2, ensure allowable unity of less than 80%to account for any increased pressure regions. q/S 'CALCULATE SOLAR PANEL MOUNTING DEMAND AND CAPACITY Subject: Standoff Foot - Zone 1 Review forces at standoff base: Zone 1 Positive Pressure: 13.00 PSF Zone 2 Positive Pressure: 13.00 PSF Zone 3 Positive Pressure: 13.00 PSF Zone 1 Negative Pressure: -34.63 PSF Zone 2 Negative Pressure: -59.65 PSF Zone 3 Negative Pressure: -90.74 PSF Post forces: 1" diam solid 6061-T6 Required forces: Shear = 31 Ibs Tension = 352 Ibs Moment = 554 in -lb Allowable forces: Tension strength = 35,000 psi' pi•rA2 = 27,650 Ibs Safety factor = 1.95 Allowable tension = 14179.49 Ibs Utilization ratio = 2% Manuf-rated clamp = 340.00 Ibs Add'I collar anchor capacity = 100 Ibs Utilization ratio = 80% OK Moment strength = 19,490 psi' 0.10 1nA3 =1949 lb -in Allowable moment = 1949.00 lb -in Utilization ratio = 28% Summary unity check: 31% OK Mount forces: Tension post threads = M/diam Diameter = 0.9 inches Tension = 616.03 Ibs Allowable per AAMA = 29000 Ibs Utilization ratio = 2% Moment induced tension at anchors (1.25" arm)= True uplift tension at anchors = Total tension req = Total shear req = Anchor specification: Anchortype: Allowable tension = Allowable shear = Utilization ratio = 221.77 Ibs 176.03 Ibs 397.80 Ibs 15.40 Ibs ADD 1/4" THRU BOLT THRU CLAMP AND POST 3/8" LDT Tapcon Anchors spaced 2.75" apart 6" edge distance 4ksi concrete 535.80 Ibs (2.5" embed) 487.92 Ibs 77% OK s/s SUNSH-1 OP ID: SF AG!'IUURD- CERTIFICATE OF LIABILITY INSURANCE DATE (MM1DDfYYYY) 1110712017 ,J'HIS 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 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 endorsements . PRODUCER TCC Associates, Inc. PO Box 11975 Fort Lauderdale] FL 333394975 Thomas C CUn4, Jr. NAME; Thomas C Cundy, Jr. PHO"E 954�65-1117 Arc No : 954-565-1131 C No E E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC i INSURERA:Scottsdale Insurance Co INSURED Sunshine Solar Services, Inc. INSURERB:Mapfre Insurance Company 34932 Attn: Edward J. Strobel 2805 E. Oakland Park Blvd #422 INSURER C: INSURERD: Fort Lauderdale, FL 33306 INSURER E 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 LTR TYPE OF INSURANCE I POLICY NUMBER MMID MM/DD/YWY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR CPS2743996 08/28/2017 08/28/2018 EACH OCCURRENCE $ 1,000,00 PREMISES _R occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY FXI PRCof LOC PRODUCTS- COMPIOP AGG $ 2,000,00 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS HIRED AUTOS NON -OWNED AUTOS 5204070001069 08/26/2017 08/26/2018 COMBINED SINGLE LIMIT Ea accident $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE PER ACCIDENT $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WCSTATU- OTH- T Y IT E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ 7 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Solar Energy Contractor CERTIFICATE HOLDER CANCELLATION MIASHOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue Miami Shores, FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD i BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 i VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: � Receipt #:A L O HER TYPES CONTR Business Name: SOLAR SEizvzc:s INC Business Type: (CERTIFIED SOLAR CONT Owner Name: EDWARD JOSEPH STROBEL Business Opened:o8/20/2008 Business Location: 2805 E OAKLAND PARK BLVD 422 State/County/Cert/Reg:CVC56730 FT LAUDERDAL E Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 1 I For Vending Business Only ' Number of Machines: Vending Tvae: 11 Tax Amount transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid_ 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: EDWAR.D JOSEPH STROBEL 2805 E OAKLAND PK BLVD #422 PT L.AUDERDALLE, FL. 33306 2017 - 2018 Receipt #lCP-16-00015744 Paid 07/24/2017 27.00 07/21/2017 Effective Date Yrt STATE OF FLORIDA A0DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION t`. CONSTRUCTION INDUSTRY LICENSING BOARD ° F'i- 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 STROBEL, EDWARD JOSEPH SUNSHINE SOLAR SERVICES INC 716 BRYAN PLACE FORT LAUDERDALE FL 33312 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 STATE OF FLORIDA DEPARTMENT OFBUSINESS AND PROF.ESSIONAL,REGULATION CVC56730 ,� ;JSSUEDr 05/29/2016 CERTIFIED SOLAA;COt TRACTOR: s-- STROBEL,�EDWARD,JOSEPH.-' a `t SUNSHINE SOLAR•SERVIGES INC4 r IS,,CyERTIFIED Lnder,the prgvisions of Ch.489 FS. �Ei irat on aate': AUG 3f; 2018 _ — L1505290001448 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The SOLAR CONTRACTOR . Named,below,IS -CERTIFIED Under the'provisioris of Chapter'489.F§7.7 Expiration date:-AUG S1, 2018' `for N STROBEL, EDWARD J08EPH SUNSHINE SOLAR'::SERVICES`INC,,. 716 BRYAN`PLACE FOlAUERDAL'FL 3331E2 Li ISSUED: 05/29/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1605290001148