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EL-11-20-2621, 735 NE 94th St (2)MIAM14 ADE �M DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 URCES (RER) Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy ICP Adhesives and Sealants, Inc.' 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: Tr This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tc;$ayQ this product or material tested for quality assurance purposes. If this product or material fails to perfo4n ialke accepted manner,1N* manufacturer will incur the expense of such testing and the AHJ may immediately revoke= modify, yr �sjxnd the.Va. of such product or material within their jurisdiction. RER reserves the right to rejq) C giis accep4ance, it it is. determined by Miami -Dade County Product Control Section that this product or material failcxo meet rharequireVeliA's: of the applicable building code. 9 This product is approved as described herein and has been designed to comply wit : t 0 0 Mori * 0 0�ldin 00000 • p pp g P y . 4e. (k6 N g .Qgde. including the High Velocity Hurricane Zone of the Florida Building Code. ...... . .0 . .. . ...... • •• • • DESCRIPTION: ICP Adhesives Polyset® AH-160 """ '' .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. 0011 DN2 /,�i�� The submitted documentation was reviewed by Alex Tigera. �� , P . • • • • • • q4,t %,\CENSF 0 i� i 0 � o. 3104 * * _ NOA No.: 17-0322.03 MIAMLOADE COUNTY — ...q , �,xiration Date: 05/10/22 — °fl 41 Approval Date: 04/27/17 �Q�' . STATE OF 4y\ Page 1 of 11 0NA1- 0\\\ \ ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 N/A Product Description . Two component pots *thanat'ogr� adhqjyg;. Dispensing Equipm(;m • • "" ' .... .... ..... ••.••• N/A Dispensing Equipmore . • • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proper Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ftz 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMFDADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 1W.151:30offlu 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 • ASTM E 84 ••refs • TAS 114 •�"" ASTM D 1623 ." TAS 101 •••• TAS 123 TAS 101 • TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 04/30/93 '1-1716/94 ...... fAWW95 •� .sees • 03714/96 :....: 447 N/ 12 ••/�1/12 ••••� •. • fees•. t Q/2V98 ...... 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset" AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment isrequjred befvmapplication ••.••• of any adhesive. The mix ratio between the "A" component and the "B" component AWr bg mairl4inerd between. • 1.0-1.15 (A): 1.0 (B). •.•••. .. ...... 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispense' M 1000 or fCP • • • • Adhesives ProPack' 30 & 100 dispensing equipment only.:609 • • •, • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 0 0 . 00000 so 008. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 mimAcrb4affter ICP Adhesives .' Polyset" AH-160 has been dispensed. • • • • • • • • 9. ICP Adhesives Polyset" AH-160 placement and minimum patty weight shall be in ac;"da4ce witt Sbg ; • • • • ; 'Placement Details' herein. Each generic the profile requires the specific placement noted herein.'....' NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal •.• 17 grPams per bead.. edge) 20-25 sq. inches each • bead .. • • • ... . .. ..... 0*0 Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .' ' • •34 graftVdiuder pan ...... .. . ..... .. .. .. . ...... LABELING: • • • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking o tth� . • • �• pP P p � � g � ..' manufacturer's name or logo and following statement: "Miami -Dade County Product ContAgpl roved".or the Miami"'; Dade County Product Control Seal as shown below. 0.... • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Mu►MaDrwe COUNn Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Neil through plastsc cement !when required) P.ddy lewn•ath r4ol find«t.ym«,e ` �4 2in. wide • Battens optional 10.1 2 in Eav closure Em Course,Fame MIAM Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. •••••• • ...... Medium Profile / Doublg lrAn File ; • • • , • 6066; • • 1. Starting at the cave cou#sa, apply m iai!mum (50.8 mm) x 10" (254 rri")ox I" (2544 YAm) foarni; • • • paddy onto the underlSIVeN positidfied as shoVfl• • •• •aa••• under the pan portion o• •th�tile close••slo the •. overlock of the tile betg Set; • • • • • • ; • • • • •• • • 2. Continue in same manner*Ir sure approximately ir: (109.7 cm2) — 23 (148.4 cm2) square hw adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Eave Closure Nail throwgh plastic cerstent (when required) Paddy (Beneath tile) Undrr6yenpnt 2 on. % r Battens optional F.v.Go.w. FAVO Course MIAMI•DADE COUNTY Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. • • • • • • 3. Continue in same manner• Inure appmxirnately l0i'• • • (64.5 cm2) - 12 (77.4 cm2194fidfe inch adhesive ;.�..; contact with the undersid® ortne tile.. .... .... ..... ...... .. . ..... .. .. .. . ...... Medium Profile / Double PacrUlet • 0 r rr • rarr.. 1. Starting at the eave course, applay a mihinhtm 2" (304 r; nun) x 10" (254 mm) x 1" tZS.� mm) am ..r paddy a a onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plasuc ce (whets required) / . pdrlr l8rn•.th Tii•p '+•L.'v ti i t �•. 2in. i.ti 8xtensoptionai `._tiff. ~• _ .,, ~ ,`'j/:. r .Y..i. IF4000 Caurse-'. f h r Fascia Eas+e closure .� �• < '< Drip edge ... APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overloolf colic tile being set. • .• • .. . . ...... . .. ...... 3. Continue in same manner.44tue approximately 1.7" • (109.7 cm2) - 19 (122.6 ceh *s%pare iwth4ftthesive • .•• contact with the underside.o• the tile. ••• ••• 00000 • • . • • •• •• •• • •••••• •••••• . . •• • . . ...... 0000 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 * ' Nail though plastic cement Paddy (between tdesi (when requimpd' Battens optional )) ° Paddy (under tile) single P34W an top of me axain.le under ti single paddy on undedayrrent 2 x a in. • 4, loin. - 4in. Fascia - ----Lave Closure Flat/Low Profile Tile Nall through plastic cement Single paddy under tie (when required) Paddy lbetween tiles) Battens Paddy (under tile) optionaI �1 single Paddy on top of toe , nrgg �Axdin. r - 2x4m.`- underlapa on ' lit Loin. 2 in. l Eave Closure EaveCourse Fascia Medium ProfileTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.(;'J x 1" (25.4 mm) foam paddy onto theahlerla�ment just bd%W: ° the second course line positioned f'aarn paddy • under the strengthenin$rrib for flat tile. or under the pan portion of the tile, alcsast to the underlockM? the second course tile to, beinstallelc�. •k4ure • • • • • approximately 8-9 in' (I j.'bt j 8.1 cgf� llf adhesfee • • •• • contact with the undersi•de•of the tile.* • .••••• •••••• • • • ° •• . • (Instructions continued on im t page) . • • • : °' °': .••. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED) Mal through plastic Single paddy under file (when required) Paddy (between tiles) Battens optional Paddy (under tile) r IF Single onu = . 5 4x4in. Single 2 x 4 In. paddy on � top of tie •-- Eave Cou►se — Fascia Weephole loin. 2 in. Eave closure Drip edge Fflgh Profile Tile APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm�) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment � � o Sheathing i Eave closure (motor shown) weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with"gpderside of the pan tile. .•. ••••;• .. . .. . • .... ...... 3. Turn covers upside Zh:xposmg the unde{side of the tile. Apply a n"imum 1" (;.5.4 mm) t IV': (254 mm) bead of aakepic direclilyoat the tt>�" imwe.� edge of each side of Cgver tiV.41^ve • • • • • approximately 3/4"t29'riim) to 1"125.4 mrM*ee:• from the outside edge of t ie tile, inward, free ofe foam to allow for expansjon. • 4. Turn cover tile over after foam is�apprlied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 .i ; :s Vt-l-f' PROJECT DESCRIPTION NORTH -�"� SYSTEM CAPACITY: 5.94 KW DC / 5.0 KW AC - BY QQTE PV PANELS: (18) SIL-TITAN 330 NL (60 CELL) BY SILFAB OPTIMIZERS: (18) P340 BY SOLAREDGE INVERTER: (1) SE5000H-US BY SOLAREDGE RACKING SYSTEM: SOLARSTACK PV PEDESTAL BY SOLARSTACK PROJECT INFORMATION r p PROJECT LATITUDE 25.862101 MINAMBIENTTEMP 5 °C 1 7 /i� PROJECT LONGITUDE-80.182628 MAX AMBIENT TEMP 34 ° C {� VMND EXPOSURE D �� :. AHJ MIAMI SHORES p A ^ MAX WND SPEED 169 MPH DRAWINGS INDEX LOCATION MAP / WIND ZONES ` - 2 � � �, C-1 COVER SHEET ..r - N.T.S. r C 2 SAFETY PLANS — t (�a4 v � L1 E-1 ONE LINE RISER DIAGRAM_ _ b 1`jt E-2 SAFETY LABELS <_+""`' • S-1 STRUCTURAL PLAN .".,�,,....- S-2 RACKING PLAN D-1 PV MODULES DATA SHEET T D-2 SMART MONITORING DATA SHEET _ r D3 INVERTER DATA SHEET �s } GENERAL NOTES �„•,•,..,w^ taERA, PER FL STATUTE 377.705 (REVISED 7/1l2017), I RAFAEL A. GONZALEZ w j,141'i L SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER --FLAT ROOF (Inly k 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL OMPONENTS ARE DESIGNED AND APPROVED USING THE _ I't`! TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE APPLICABLE CODES: 2017 FLORIDA BUILDING CODE 6TH, ASCE 7-10 ( MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ? �® NEC 2014 ELECTRICAL CODE • ALL WIND DESIGN Ci21TEiUA•4ND PARAMETERS ARE FOR Ijl� AND GABLE RESIDENTIAL ROOFS, t•ONSIDE:Ij1GF QM A 7" TO A MAXIMUM 27° (2/12 TO A MAX"WeC412 PITOH ROOF IN SCALT"179.-ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0" MEAN RQ()F HEIGhIT. ROOF SEALANTS SHALt•dbVORM TO AA C920 ANDA91+1. Ml1, AND •••• • • • • N.T.S. IS RESPONSIBILITY OF THE CONTRACTQItt(WOT FILL 4,1,"OiES. CONTRACTOR SHALL 4MME ALL ROOF PENETRATIONS TOO BE INSTALLED AND SEI�GD PLO 4.R 2017 I+LORIDR• BUILDINVG OR LOCAL GOVERNING COD • • • • • • • • • • ALL WIRING METH(*D604019 INSTALLATION PRACTICES 04-1ALL n p . — " CONFORM TO THE NATIONAL:LECTRIr,QL CWE (NEC) QO1l,•ADCAL STATE CODES, AND•OTHER APPLICABLE• LOCAL CODES. MEANS SHALL BE PROVIDED' TO MSCONNECf ALZ•CURREN r, p,&WiYiNG CONDUCTORS OF TH%ViSTC:/OLTAIC IJgVlifit SOURCE FROM ALL I ' OTHER CONDUCTORS IN THE BUILDING. QNNECTORS TO BE �" TORQUED PER DEVICE LISTING,* * 5R MANUFACTURERS a; RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL p BE CHECKED FOR PROPER GROUNDING. REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2014 OR OTHER APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING "PROPERTY SIDE FACING STREET" PAGE FOR MORE INFORMATION. RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL p CONTINUITY. 3D RENDERING RO �1'LGf1. BOS LOCATION M GAWIND BUILDINGS. LG BASED ON THE CREWIND LOADS FOR ENCLOSED 11►°IBUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING ASCE 7-10 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-10 30.4-1 N.T.S. k N.T.S. AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF HEIGHT MUST BE LESS THAN 60 FEET. ,Ng. 83104 O ISSUED FOR PERMIT DOCUMENT CONTROL 11 DATE 2020 LA OC ENGINEER CONTACT INFORMATION ,� I ING STAMP ONTBACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: NT ENGIPARTNERS LLC- f /a TPE1 SOLAR POWER FL STEPHENICHNIOWSKI COVER SHEET REV DESCRIPTION DATE CAD QC - PROJECTADDRESS: C.A. 32661 • �` 2221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVE � • � � 735 NE 94TH ST STATE OF -- — !(� . ' CORAL GABLES, FL 33134 i � '. � THONOTASASSA, FL 33592 MIAMI SHORES FL 33138 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: r / �� Q R Q•. �; S 0 L A R P O W E R ENG. RAFAEL A. GONZALEZ SOTO, PE C_ 1 -------—- ---- ---- DESIGN@ENGIPARTNERS.COM \ (813)982-9001 TSP57293 --T— --- / c. • • • ' \ PARCEL NUMBER: DATE: SHEETS: I', , 833-888-3644 /��/i'�N��. �� \ #EC13008093 11-3206-014-1990 11-02-2020 1 OF 9 NORTH N "PROPERTY SIDE FACING STREET" �01111r11/F// SA F ti �`� kQ� vtcR. �so � . N a39U4 DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATIOS: N RI G STAMP ORfRACTOR CONTACT INfORMATiON CONTRACTOR LOGO ISSUED FOR PERMIT „-oa-zozo LA NT ENGIPARTNERS LLGy,�' „` �� jT�N SOLAR POWER FL REV DESCRIPTION DATE CAD QC .. C.A.32661 .7, 12221 N US HIGHWAY 301 ,, T T N .__ 255 GIRALDA AVE STATE OF ��(/ CORAL GABLES, FL 33134 THONOTASASSA, FL 33592 pCOR10 p' •' S O L.A R P O W E R -------------- DESIGN@ENGIPARTNERS.COM `-n • ' • • • • • \\ (813) 982 -9001 -- — ------------ - 833 - 888 - 3644 N AL \ #EC13008093 CUSTOMER: •••••• •••••• • ••••• •••• • • • • • • •••••• •c • • • • • LOCATION OF NEAREST URGENT CARE FACILITY NAME: ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK SHEET NAME: STEPHEN ICHNIOWSKI I SAFETY PLAN 735 NE 94TH ST MIAMI SHORES FL 33138 PROJECT ID: ENGINEER OF RECORD: TITLE:(�_� CTSP57293DATE: ENG. RAFAEL A. GONZALEZ SOTO, PE [SHEET EETS: 2 OF9 11-3206-014-1990 11-02-2020 r WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE TAG CONDUCTOR QTY. SIZE & TYPE NEUTRAL QTY. SIZE & TYPE GROUND QTY. SIZE & TYPE RACEWAY SIZE & TYPE RACEWAY LOCATION RACEWAY HEIGHT ABOVE ROOF OUTPUT CURRENT 125% OF OUTPUT CURRRENT MIN OCPD WIRE DE -RATED CALCULATION DIST. VOLTAGE VOLTAGE o DROP /o CONDUIT 0 FILL /o WIRE RATING AMBIENT TEMP # OF COND. FINAL AMPACITY DC (BEFORE JB) (2) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A _- 40A X 0.76 X 1 = 30.4 A 10 FT. 350V 0.11 % 6.4% DC (AFTER JB) (4) #10 AWG THWN-2 N/A (1) #8 AWG THWN-2 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8 = 24.3 A 20 FT. 350V 0.21 % 8.1% AC (INVERTER TO METER) (2) #10 AWG THWN-2 I (1)#l0 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 21A 26.25A 30A 40AX 0.76 X 1 = 30.4 A 5 FT. 240V 0.1% 7.7% 1 1 STRING #1 PV RAILS TO BE BONDED WITH #8 BARE WIRE STRING #2 � ONE LINE RISER DIAGRAM N.T.S. LEGEND: CELECTRI APr--ROV I #G ThWN-2 GROUND EXISTING UNDERGROUND SERVICE 240V/120V 200A BUS BAR 3 #2/0 THWN-2 INVERTER TOTAL OUTPUT: 21A SAFETY RATING (125%): 26.25A TOTAL PV SYSTEM OCPD: 30A MAIN BREAKER RATING: 150A BUS BAR RATING: 200A 120% BACKFEED RATING: :.90A. ...... ...... • • .. • ..... • ••••.• • • • . •*00000 • • , • • .... • 0090 (18) SIL-TITAN 330 NL (60 CELL) BY SILFAB 2 2 #10 PV WIRE 3 NEMA3R JUNCTION BOX REFER TO D-1 SHEET 1 #8 BARE WIRE GROUND 3/4" EMT CONDUIT 4 4 #10 THWN-2 5 SE5000H-US BY SOLAREDGE - REFER TO D-3 SHEET 6 2 #10 L1,L2 THWN-2 1 #8 TWHN-2 GROUND 1 #8 THWN-2 GROUND 3/4" EMT CONDUIT 1 #10 THWN-2 NEUTRAL 3/4" EMT CONDUIT 7 PV SYSTEM DISCONNECT I II / / / 2 #10 0 THWNT2 W HWN-2 3/4" EMT CONDUIT 9 PV INTERCONNECTION POINT \`\\\\\ ?s0�� 10 UTILITY ELECTRICAL SERVICE kQ�� "it 12 • J10. t;sriu4 DOCUMENT CONTROL DATE CADjQCj ENGINEER CONTACT INFORMATION INjWTAMP IKONiRACTOR CONTACT INFORMATION CONTRACTOR LOGO ,, T I T A N 5 0 L A R P 0 W E R CUSTOMER: STEPHEN ICHNIOWSKI SHEET NAME: ONE LINE RISER DIAGRAM ISSUED FOR PERMIT 11.0 -2020 LA Nr ENGIPARTNERS LLC; C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833-888-3644 '• STATE OF '•, w ' • FC O R0 A.'' • �s ' ' ' ' ' ' ' S'ONA1. t� // \ i / I SOLAR POWER FL -. 41 �12221 N US HIGHWAY 301 <(/ ` 2' � THONOTASASSA, FL 33592 \� �� (813) 982 -9001 \ #EC13008093 REV DESCRIPTION DATE CAD QC PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 PROJECT ID: TSP57293 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: E-1 -- '--"— -- -------- - -- PARCEL NUMBER: 11-3206-014-1990 DATE: SHEETS: SHEETS: `3 OF 9 -- - INVERTER #1 LABEL LOCATION: WARNINGPHOMVOLTAIC SYSTEM LWARNING DUAL POWER SOURCE' POINT OF DC DISCONNECT INTERCONNECTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED ELECTRICAL SHOCK HAZARD LABEL LOCATION: RATEDMPPI 1,1RIENT15 AMPS LABEL LOCATION: PER CODE: NEC 690.64 DO NOT TOUCH TERMINALS AC DISCONNECT, INVERTER NEC 705.12(D)(4) RATED 500 VOLTS PER CODE: NEC 690.52 TERMINALS ON BOTH LINE AND POINT OF INTERCONNECTION LABEL LOCATION: LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17 (E) 480 VDC WARNING POINT LOCATION: IN THE OPEN POSITIONMAXOF 21 AMPS INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE INTERCONNECTION PER CODE: NEC 690.64 NEC 705.12(D)(4) i i i " i i LABEL LOCATION: LABEL LOCATION: OCAUTION MAIN SERVICE PANEL WARNING IN("► � •• 21 A AC DISCONNECT V V /'� � V V �. � • . , ®. 240V PER CODE: NEC 690.54 PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE: NEC 705.10 NEC 690.45(B)(5) ELECTRICAL SHOCK HAZARD LABEL LOCATION: IF A GROUND FAULT IS INDICATED INVERTER NORMALLY GROUNDED CONDUCTORS PER CODE: NEC 690.05 (C) LABEL LOCATION: � � " POINT OF MAY BE UNGROUNDED AND ENERGIZED INTERCONNECTION PER CODE: LABEL LOCATION: NEC 690.33(E)(2) AC DISCONNECT ® ® LABEL LOCATION: POINT OF INTERCONNECTION DC DISCONNECT WARNING PER CODE: NEC 690.58(C) PER CODE: NEC 690.14 (C) (2), LABEL LOCATION: i NEC 690.53 ...... . . . .. TURN OFF PHOTVOLTAIC AC DISCONNECT, MAIN PANEL . �•••. •. AC DISCONNECT PRIOR TO OSHA 1910.PER COE: 45110.27 (C) see:** • :....: WORKING INSIDE PANEL • CAUTION: SOLAR ELKT•RIC .•••• SYSTEM CONNECTEtr: "•" ® LABEL LOCATION: LABEL LOCATION: POINT OF INTERION VMTION ' sees• WARNING AC DISCONNECT PER CODE: NEC 690.15, NEC 690.13(8) •• • •o• • ® PER CODE: NEC 690.54 0000 a*000 •"• ELECTRICAL SHOCK HAZARD LABEL LOCATION: DC DISCONNECT, INVERTER THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35 (F) EI—ECTR -Ail- R PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED TE , ® ® i APE C3� Ia� �— EjA AU PV SAFETY LABELS DATA `��,.... ,��dd ANBE•L'L N: 0 RVI ISCONNECT, DC CONDUIT P CODE:'N t _0.31 (E) (3) DOCUMENT CONTROL j DATE ICAD'i OC ENGINEER CONTACT INFORMATIOfj: E ERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: STEPHEN ICHNIOWSKI ISSUED FOR DESCRIERMITPTION 111 DATE _ LA NT ENGIPARTNERS LLC �1/% - TAN SOLAR POWER FL SAFETY LABELS REV DESCRIPTION DATE CAD QC ` y PROJECT ADDRESS: C.A. 32661r.4' 255'� 12221 N US HIGHWAY 301 T I T A N GIRALDA AVE i � � 735 NE 94TH ST CORAL GABLES, FL 33134 STATE OF 1(, \ THONOTASASSA, FL 33592 MIAMI SHORES FL 33138 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ��ORIDP. ' s o L A R P O W E R ENG.RAFAELA.GONZALEZSOTO.PE E-2 -- ------ DESIGN@ENGIPARTNERS.COM ' • . , , • ♦ (813) 982 -9001 93 / �-h • •' • V \ PARCEL NUMBER: TS P572.7J DATE: SHEETS: 833 - 888 - 3644 // i .,� N L \ #EC13008093 11-3206-014-1990 11-02-2020 4 O F 9 NORTH N EXISTING ELECTRIC METER PV DISCONNECT PV STRING INVERTER ELECTRICAL F EVlE'vV..,,, ,� G J APPROVED I i ARRAY A TILT=20.14° AZIMUTH= 180° IS) ARRAY B TILT=20.14° AZIMUTH= 180° IS) - SOLAR MODULE - TYP. SEE 2-1 ROOF SOLAR PEDESTAL ULTIMATE WIND SPEED 175 mph NOMINAL WIND SPEED 169 mph RISK CATEGORY II EXPOSURE CATEGORY D ROOF SLOPE 20.14 ROOF TYPE HIPPED PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 12.6 PERIMETER WIDTH: 4.067 Kn 0.85 Kz-r 1.0 KZ 1.030 VELOCITY PRESSURE = 0.60*0.00256* K K V VELOCITY PRESSURE (ASD) 38.42 EXTERNAL PRESSURE COEFFICIENT Z1 0.5 -0.9 EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7 EXTERNAL PRESSURE COEFFICIENT Z3 0.5 -1.7 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES (PSF) MAX. SPAN (FT) MAX. CANTILEVER (IN) 1 -41.49 N/A N/A 2 -72.22 N/A N/A 3 -72.22 N/A N/A TOTAL ROOF AREA 2,647.21 s .-ft TOTAL MODULES: 18 TOTAL PHOTOVOLTAIC AREA: 333.72 s .-ft WIND LOAD (PSF): 72.22 TOTAL WIND LOAD LBS : 24 101.26 TOTAL ROOF MOUNTS: 46 TENSION FORCE PER MOUNT LBS : 523.94 LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS ARRAY # XX.X MODULE # • • gTRINI3V•.. ....�. •" PV MO�S - - ..TRUSSES aR RA�fitRS • ...... .... . ..... ...RpOF .QLA.R PEDRWI ...RQOF SLOPE •, UL 1703 CjRTIFIEj '..' • • MAI. P\bMODULE SUFFA.CE LOAD:$°3'5 ps: APPLIED V\NND LOAJD 2.220psf SIL-TITAN 330 NL (60 CELL) NOTES: -INSTALL MID CLAMPS BETWEEN MODULES AND ENDS CLAMPS AT THE END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. \\\��►Itllririii STRUCTURAL ROOF PLAN & PV MODUL �L2''%� SOLAR MODULE •• DOCUMENT CONTROL DATE CADJOCI ENGINEER CONTACT INFORMATION ING STAMP C NTgCTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN CUSTOMER: STEPHE"'°""'OWSKI - PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 SHEET NAME: STRUCTURAL PLAN ISSUED FOR PERMIT 11-O 2020 LA NT ENGIPARTNERS LLC - GALES, F - 255 GIRALDAAVE �' GABLES, FL 33134 l �� '. '.• STATE OF 0 AWSOLAR POWER FL 'R221 N US HIGHWAY 301 FL 33592 REV DESCRIPTION DATE AD OC PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: --- - ---- - - - - -- -- CORAL DESIGN ENGIPARTNERS.COM @ 833 - 888 - 3644 �� ' •F�OR►DP'. ' S // IV C / Qzoo ` F ��HONOTASASSA, �� ) \ (813 982-9001 \\ \ #EC13008093 S 0 L A R P 0 W E R TSP57293 ENG. RAFAEL A. GONZALEZ SOTO, PE C "-� — SHEETS: 5 OF 9 PARCELNUMBER: 11-3206-014-1990 DATE: 11-02-2020 II�111 DART a TA E DfN _.. OES[tIDT10N r - _.-- sDlAa sTA:.x FIUSN pFD6TaL aw Rsncfl➢DSTSB IONiKIf 5!%Mi SIA:N SIItUCIUNIa EDAM 41>ASY )00115f 91N FFL£Sr C Y f04M un5YJ �da6 I- _ed s. SS FLUSH PFDFSEAI. SOLAR STAIX DRAWING N0110 SCALE us I AIL CIMOJS[INJS ARE PART NOMINAL NI: YAY B.YC NE E AL3UQJFRQh, NN B71JE US4 PEDESTAL / FOAM PRODUCT PROTECTED Bt' PROVE: i0i242C411 —RATUVIS 1/14/20M. LEGAAL Np'7CE SHEEP DOCUMENT CONTROL ISSUED FOR PERMIT REV DESCRIPTION INSTALLING SOLAR STACK PEDESTALS Dewrr eax ydS Ix S1 P^tlast' k darwmytl 'gn. 5 R RePaat .All. (vta uslb -L_ f Ty debia duly a.. anCm �np wal bef adnesn pPped. Fo:bw adh - manufacr. �nppl:aabo-rigtva one Opp oYM atlh slue lypesusedf alladon of Solar &aekpedesblsamixafad In Ne fdlowing table. T IHe) U M1R ' NoadsfP Jplltf LoadaDdled to- Top 'S MOtA ACK G''l ar t£.DCWN GEN 3'4Rsemuly 9dT R bfspMece Adfvapsw"Pe, uE z3-r ICD PPIvm'. AH 160 dilia Bona 'd fm— nita-stk 8' 10.I x)" —1. DAP atafmbbnd R' t412'r )" 5`-iOO t@F PP a *af M msarery mma P 5: rr><5<:, a.as. 2. 4vx Tablb 7-1(Pv X'oV. mpnfforFrdn P.mooctoop of YFL 21074.OR4) __-_ N"NI+`.£DLRRaiACAt DON e IINSTALLING THE MODULES Tm- endblr: ia'— anf Rota, ft— mwnlx ] 9dar Smdc P,wasa '. PV Sdar Pales (:— :: IMPORTANT Periodic reanspection oftl,o imtagation for loose componenta, loose faiteltars red I" oorrosion. such Nat if found, the aff-tad oomponads am to Ila immediately gaced. ENGINEER CONTACT INFORMATION-- NGIN ING STAMP ENGIPARTNERS LL(r C.A. 32661 255 GIRALDA AVE STATE OF CORAL GABLES, FL 33134 '� ••SP40NA DESIGN@ENGIPARTNERS.COM •� 0L 833 - 888 - 3644 llllll :wmsxxaRs ux.DUK� 16 CONTRACTOR CONTACT INFORMATION �$1N SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 tv0a \\ (813) 982 -9001 \\ #EC13008093 SgMSr �LPELFSTAI—f ROOF MfMBWWE� O�INGSIWCNRE O 4 STANDOFF PROFILE VIEW MIOPI RWif Sa4R $T�(tFMSrAt —� N£OOem9ffi. xT O 2. OW&E DOKN 3.Po- O 3 1 STANDOFF FACE VIEW PEDESTAL PULL OUT CALCULATIONS Ultimate Pedestal load 833 lbs. Allowable Pedestal load 52394 Max. Pull Out Strength Required 1.58 CONTRACTOR LOGO TITAN S O L A R P 0 W E R CUSTOMER: STEPHEN ICHNIOWSKI PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 PARCEL NUMBER: 11-3206-014-1990 EHEt. CrossRail Mid Clann O O L-Foot 4 41 T Technical data Yi•M 54engN 31.E ku -� AI'Everest:%wtl>•iru iK,pnD Kil4<arnV Kit asni Sntiwl l4:�±tl tsrett k,mrc-eztnr'Jx: yeim vV,a> Tic:'v ebmPmlrv,u Wilm ala ulrn tV u7 welly. ASCE 7-10 Velocity Pressure gz10 = 0.00256Kz Kzt Kd V2 Where: gz10 = ASCE 7-10 velocity pressure evaluated at mean roof height (psf) Kz = velocity pressure exposure coefficient Kzt = topographic factor Kd = wind directionality factor V = basic wind speed (mph) from ASCE 7-10 maps referred to as ultimate wind speed maps in 2012 IBC. As an example, for an array having an area of 158.04 sq.-ft., the total uplifting (resultant) force acting on the array would be 39.1 psf x 158.04 sq. ft. = -6,179.364 Ib. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary to safely carry this load. Live Loads: •••••• • • • • • • • Live loads associated with photovoltaic systets ark Isyally assumed to be distributed • • uniformly and are small, on the order of 4 psf or less. • • • • • • • • •••••• •••••• • •••••• • ••••• • • • • • •••••• • • • •• • • • •••••• SHEET NAME: RACKING PLAN PROJECTID: ENGNEER OF RECORD: SHEET TITLE: �_ EN GIRAFAEL A. GONZALEZ SOTO, PE 2 TSP57293 I DATE. SHEETS: C n O 11-02-2020 I .7 Test {:�ndrtian> STC NOCT Module Power (Pmax) JdY 330 235 _ Maxim- um awer voltage (v max) V 33.3 30-2 IqShortarcuit Maximum power can ent (lp-nax) A 9.92 7.8 'all, € Open arowt valtage (VeO V 40.5 36.7 cunent (Ls) A 10.42 8.2 M__ _-.. __ —� Module effieaency p 19A 17.3 " Maximums .temvolt%:e(V(?C) V 1000 S A EPb,- Senor fuseratan A 20 - - ------_ l olerance Wp 0 to+10 Meam-amxf <°ndiui STC 1000 Wti lr- AM +,5 • T-pesature 25°C • N(7'T SOO W/ '. �1A 7:5 • Ueasu�cTnnt s. �tenty s �i. •Sun m::latw<al;bration rafaran.:a m°.iuls fiam- hafar Msritute. Ekctr:wid,a-a<re.stics rnav vary bv'S3', and power by Oto-*IGW- - -- V� �. Temperature Coefficient Isc O.O¢4-- 1 C • 'r • .� TemperatureCoefficient`Joc --0.28%/°C Auu TEu °N oe�'u TemCoetr_ie_n_t Pmax kfC __ _.._.......��_...---.�.w.0.36 NO(T(+2°C45° __.. i0 Ce -40/+85 °C Properties and Components 9 t INDUSTRY LEADING WARRANTY The Titan Solar Panel is manufactured by Silfab Solar MonocrystallineDimensions M°d lei_._- . ,_ _ 13-5 kg 0-2 kg 41 '0.41bs and Includes an industry leading 25-year (H x L x D) 1-A �G r run a 14QG ram x 38 min 6 i x 39-4 in x 1.5 in ---�-•------ -- __ _. -__ ..__ _. Product a Maximum surface load (wind/snow)' 4000 Par sr load 154GG ('a front load N[m ' S3-S/112.81b/ft"Y workmanship and 30-year performance warranty. PV -- --- - -- -- - - - Hail impact resistance 15 min at 83 km/h 1 m a t 516 mph • • — -- Cells bG St mono PERC s b 1" �:<� 6., - Sr m n i1LRc 5 buZar MAXIMUM ENERGY OUTPUT -� 15835 x 158 7` mm _ _ fi 2 x Ei 251nch Leveraging over 35+years of worldwide 3.2 n,m lush tram utt n temperer, Od26 in high transmittance, tempered, Glass C75Iv1 anti rcfl ti �,�aling — j?�S&_qaj_L&et.try experience in the solar industry, Silfab is dedicated to Cablesand connectors (referto ii,staNzto manual) 1X•0 min, 05.1 min hf,C 7 fiorn Stau6li 47.2 in o 0.22 in, MC4 fromStaubli _ superior manufacturing processes and innovations High durability, superior hydrolysis and UVTesistance, multi -layer dlelc-ctnc film, Backsheet such as Bifacial and Back Contact technologies, to W — fluorine -free PV backsheet IEC FA Fraunhofer ensure our partners, such as Titan Solar have the Frame AoodDred Aluminum (Black) latest in solar innovation. Bypass diodes -- 3 d odes-305Q045T (45Vmax DC blod rnvoitaga, 30A maxfarward rectified current) Junction Box UL3730 Certified, IEC E279fi Ce tified, IP67 rated NORTH AMERICAN QUALITY t _ Module product workmanship warranty 25 years' Silfab is the leading automated solar module manu- _ 3o ,ears . - facturerinNorthAmenca.Utilizing premium quality Linear power performance uarantee -�--�-----„----.--_---------_--- p P 9 _ >97.1wend1 year >-91,6%end12°" ear ?85.1%end25" ear >$2 kend30" ear materials and strict quality control management to • ' deliver the highest efficiency, premium quality PV IJLC ORD C1703, UL1703, CEC listed`*% UL 61215-ll-1-1 -2, UL 61730-1/-2, IEE; 6121911/-1-1/-2" . • modules 100 % made in North America. Product IEC 61730-1/-2"-, CSA C22.2k61730-11 2"', IEC 62776 Ammonia Corrosion jF,�b17p1:2011 • • •••�N•• • Salt Mist Carrosion Certired, UL Fire Rating ljNe 2 ••••�• • . POWERED Factory IS09OOlQO15 • • • SOLAAH _' 6dules P Pall.t: 26 — E(Kva. Irr Perform. <eVSN 380 NIL �— x i Q• 1 r a l et per k a wn,„m. ."„.a,,,, 10+G • • • . • • • • . r:v m+s x< • t.5"t errtrw o i6 20 � • •. • • • • .. r . • .v"a"fl * „ra,.-�*-.'raane.e wman:..ww.rauwmv«wsu 25°C auwau • • �• • g Warring. Read the Jafeq ndln�alatqM,�anaal fcr • • i • • mo f spech..aEcnsand before naridl:n rstalim and •-. • •*0000410 op a..n� Todu es .. 78 —sw.�otk • • a • am .- II -12 ea-ax*.^ndableto25years tcrag strar--ion and condi- iyy 17 _.... ._. _ �¢"`�"--"` _.._..-. 551(1g ' —\ �too*�j•� � tionscu I•ned under"bVarran % atw- absola. won. P \ • •• • • • • • • •'• M. 6AAiARRACOMPLIANT :: DOMESTIC PRODUCTION .si ,S 70°Ct ` •'• Ii • • • "Cer-,fieatinnCEClisting inprng% orb n a Panels are designed and manufactured to meet Buy American Silrab Solar manufactures PV modules in two automated foca and '. N.d for p is pa generatad panfi trc.-raunc�,fer-!nsnwbe= 9 ` �n n Ei• ..... • fiance. The US State Department,USMilitar and tionswithin NorthAmerica.Our 500+North American team p y: S.!a- Energy SyrteimISEareava:labefar •dow,lcadat:e w. � pry, s •.�sl• •••�'•• 14 vsActCom FAA have all utilized Silfab panels in their solar installations. is ready to help TitanSolar win the hearts win the hearts and minds of customers„ providing customer service and productI sr fabsc larcoln/downloads t3 'a ra p M >li • �e. • _t LIGHT AND DURABLE 120 nEc delivery that is direct, efficient and local. 200 400 60Q Sol, loon t 1 ° Engineered to accommodate high wind load conditions for test Titan Solar Power I ,d M,O ;m� s ar{aTm „ loads validated up to 4000Pa uplift. The light -weight frame ::: AESTHETICALLY PLEASING is designed for 525 W Baseline Rd T 1 TA N Mesa, AZ 85210 , r exclusively wide-ranging racking compatibility All black sleek design, ideal for high -profile residential or ore.., ..... Tel 855SAY-SOLAR and durability, commercial applications. Titansclarpoweocom 81('sa info@htansolarpower i a A � 39aT(i9�nn:1 I QUALITY MATTERS : PID RESISTANT Tnt_,I arrt0 nt's,nn PneLrrp< cti! t rrlrnllfi controls tjrinJ the entire � y � st SffabSolarin n- 2t10 r e,, rtnevp�r k Drive East z° -Y' 'Canada N1ss_sau�a>,J_51�:3 manufacturing process at ISO certified facilities, selection- In accordance to IEC 62SO4 1< SIT Tel+ 9 4 0' �(a<+1905 o9E 0267 L-_L-r . • i d ', ;,,7,! € t'„v`I',_ .t`� f (j��, V � � � 1 1-1 1 I / / GONZ �J! spa IfY•„ a_ufab iar win www.; Ifab.a arrom Silfab So rInc. , .,..7 —•, ♦if \\\1 ,......A'a"+�' 'fj> in V ® 8JOC,orrwllAve . AP r r a-il/�._;---"--- �~ ,. \,tGEA1,y'�. •. ! 6 i(na^ar W` 98225 USA Tel+f3ht_ 56-4733 I �,,. DOCUMENT CONTROL DATE CAD Oc ENGINEER CONTACT INFORMATION.. /,EtjG;P1jER1NPSTAMP 4CONTRACTORCONTACT INFORMATION CONTRACTOR LOGO T I T A N CUSTOMER: STEPHEN ICHNIOWSKI SHEET NAME: n\ � MODULES D TASHCET I- V MODULES C /-1 /-\ ' 1 C C I ISSUED FOR PERMIT 1103-2020 LAI NT ENGIPARTNERS LLM og C.A. 32661 i 255 GIRALDA AVE CORAL GABLES, '• STATE OF •' AN SOLAR POWER FL !'. ... `�/ � 12221 N US HIGHWAY 301 ; THONOTASASSA, FL 33592 REV DESCRIPTION DATE AD OC __- PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 PROJECT ENGINEER OF RECORD: SHEET TITLE: FL 33134 / / 1(O R I O P.' 5 0 L A R P 0 W E R ID: ENG. RAFAEL A. GONZALEZ SOTO. PE -1 - -- -- -- --- DESIGN@ENGIPARTNERS.COM 833-888-3644 ° / S_Q °' • • ... • •' • _`G /V�,ON�i�. �� (813) 982 -9001 #EC13008093 TSP57293 SHEETS: 7 OF 9 PARCEL NUMBER: -- 11-3206-014-1990 DATE: 1102-2020 \1\\ 1 1 �s Power Optimizer -� Power Optimizer For North America For North America P32 / P340 / 370 / P400 / P401 / P405 / P485 / P505 05 P485 P505P340 P401 Optimizer high high- high- highe P320 P340 P370 / P400 / P401 / P405 / P485 / P505e (typical module (for.� .. .0 (for :'i (for (for .. .� current r, .. .. ..modules' modules) mINPUT Rated Input DC Powlej 320 34U 370 400 405 485 505 W Absolute Maxmum Input Voltage-18 (Voc at lowest temperature) 50 80 60 125Pt 831, '✓dc MPPT Operating, Range 8 - 48 1 8 - 60 8 - 80 8-60 12.5 - 83 vdc Maximum Short CrtUi• Current Ma 11 701 tt'S I 11 14 Adc • t,4aximum DC Input Curren 13 75 12.5 1465 112.5 17-5 Adc Maximum Efficiency 995 % m y - weighted EfBc=envy 98.8 966 Ovewohage Catego-ry u i OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) M5x•rrum Outpit u.re:^t 15 Adc Maximum Output Voltage 66 85 AC OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) +afLty Output Voltage per POOP( 1 3 iJ.1 UdC STANDARD COMPLIANCE rt15 Class B, IEC61000-6-2• IEC61000-6-3 Safely IK62109-1(class n safety)• U0741 Material U1_94 V-0, UV Resistant MROHS Yes INSTALLATION SPECIFICATIONS -Fp ...., ,. 6[�-��e /�_ ,• �f ELECTRICAL j ELECTRIC r1L RE V IEAl 70 �%�.,V Xill � _ APPROVE,, „'�� +-�� G/-�T • • voodoo • f••••• Maximum Allowed System Voltage 1't0u vdc Compatible inverters All S_,arEdgeSingle Phase and Three PPhaseinverters Dimensions (W x L x H) 129x153x27.5/S.1x6x1.1 129x153x335 /51 x6x1.3 129x153x29.5 /5_tx6x1.16 129x159x49.5/51x6.3x1.9 129x162x59/ 51x6.4x2.3 mm Tin. weight(includingcables) 630/t4 ?5011.7 655;15 845/t9 1064%2s Sr/1C • • v • Input Connector MC41'I Single or dual FdC41't�al Sir MC40I 004,060 • • • • • • • �, • • • • Input 'Wire Lenath 0.16 / 0-52 �11� • • • Output Wire Type / Connector Double Insulated / MC4 ,_• • • • • Output Wire Length C9 ! 195 Operating Temoeralue Rangos -40-+85! 40-+185 PV power optimization at the module -level ••;•,- •- - • • + • • • • Protection Rating IP68 / NEMA6P ..... + Relative Humidity 0 - 100 • • +9R I Specifically designed to work with SolarEdge I Fast installation with a single bolt (1) Paled power of The module a, SIC ill ri exceed Thp oporri7er'Pared! ill DC liower", modules wtn up To • 15%power Tinle,ance are ailo'visd • • • {2) NEC 2017 require .nag rrtput vd -ge be not more than 8W • • .• • •••,•• * '11,inverters Next eneratlOn maintenance with mod ule- g / Up to 25% more energy level monitoring (3) For other connector types Lplease contact SolarEdge (4) gar dual ,krs o for raralli correction of two modules use Pa85 4NMOnnRM In the case of are odd number of PV modules in one string, installing one P485 dual version power optimizer comened• • to me PV module When wrinening a single module seal the irused mpg„ cmnxtots wdh the supplied pair of seals. • • • (5) For amfaent renperasure above �85 C / +185'F power de -rating is applied. Refer to Power Optimizers Temperature De -Rainy Tedtrecel Note for more details. • • ; • • • • • • • • d • 0000 • • *000 I Superior efficiency (99.5%) I Meets NEC requirements for arc fault I PV SystemDesign protection (AFCI) and Photovoltaic Rapid I Mitigates all types of module mismatch losses, Shutdown System (PVRSS) from manufacturing tolerance to partial shading I Module -level voltage shutdown for installer Minimum Stnng Length P320. P340, P370, 8 10 18 (Power Optimizers) P400,P401 P405, P485, P505 6 8 14 Maximum Stnna_ Iength(Pcweroptimizers) 25 25 50° and firefighter safety 5700(6000with I Flexible system design for maximum space utilization Maximum Power per Siring SE7600-US-SE11400 LIS) 525U 6000iB% 12750-- VJ Parallel Strings of Different Lengths or Orientations Yes 16) For detailed string sizing information refer tohrtp//�.sniaredgepdf (P It Is not allowed to mix P405/P4852P505 w h P320/1'340/P370/1'400/P401 in one zing (8) A string with more than, 30 or timizers does not rr,eer NEC ra:7d shutdown requremenm safety vdtage will be above the 30V recj memenl (91 For'208V grid. it is allowed; o install up to 6, SOON,' per stl.nq when the maximum pane difference oetween each string is 1,000W (10) For 277/480V grid.n isaill to install up to 15.00C ' pet zing when the maximurn ,tower diifeence.Getween each string is 2.000'vl csda.EdgeTamnologiast•d.aidght:.aserwd.saaRcoGE,mesaar:dg.mgo,ochengDtivsanaEDGEar�tademar�aorregisl�redaaaema.FsofsaarEagei.a,naog�.xtx. c RoHS A:!olhr Vademarks mardionad neain aretrademarks of Irvir respactiv=Owners Dale. 00/2020,'V02YENGNAM S.bje 10[hang.,Mh.Nnd'v-e. Inteltel( \` T,X X I I I I I I /,' \\ O N A �/ solaredge.com \ �� .�' P E'EN ' •t�� aaaaaO lar ` L,Q,• •�, S� `` O DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION" E401 RING STAMP COWRACTOR CONTACT INFORMATION CONTRACTOR LOGO T I T A N - S 0 L A R P O W E R CUSTOMER: STEPHENICHNIOWSKI SHEET NAME: SMART MONITORING DATASHEET ISSUED FOR PERMIT 11-03-2020 LA ENGIPARTNERS LLG- + C.A.32661 255 GIRALDA AVE i CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM - 886 - 3644 // STATE OF •' �RI, p p' •'•PARCEL Q V \ L A•N SOLAR POWER FL 4: —12221 N US HIGHWAY 301 � � � THONOTASASSA, FL 33592 ; � (813)982-9001 #EC 13008093 REV DESCRIPTION DATE CAD,NT QC PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 PROJECTID: TSP5j7293 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: G-2 — -- -- NUMBER:11-3206-014-1990 111-02-2020 SHEETS:4 OF 9833 V �//1ii111\` Single Phase Inverter Z • C with HID -Wave Technology m for North America 70 SE3000H-US / SE380OH-US SESOOOH-US i SE6000H-US / SE760OH-US / SE10000H-US / SE1140OH-US I.7..' 0.• _ Ln fl fl ' I i 4 C3 -11 s fl 49 p Ca 1W W Optimized installation with HD -Wave technology Specifically designed to work with power optimizers UL1741 SA certified, for CPUC Rule 21 grid compliance . Record -breaking 99% weighted efficiency 6 Small, lightweight, and easy to install both outdoors or indoors Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Built-in module -level monitoring f Fixed voltage inverter for longer strings / Optional: Faster installations with built-in consumption metering (1 % accuracy) and production revenue grade Integrated arc fault protection and rapid metering (0.5% accuracy, ANSI C12.20) shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 solaredge.com DOCUMENT CONTROL ISSUED FOR PERMIT REV DESCRIPTION GO ZP �P,•' GEN� .• � Q A No.83104 O DATE CADI OC ENGINEER CONTACT INFORMATIOIC'• ENGINEERI G STAMP GNTRACTOR CONTACT INFORMATION 03-2020 LA NT ENGIPARTNERS LLCU TAN SOLAR POWER FL C.A.32661 DATE cnD oc - 12221 N US HIGHWAY 301 255 GIRALDA AVE � STATE OF � CORAL GABLES, FL 33134 "� . t THONOTASASSA, FL 33592 DESIGN@ 3N BI $ART�N�RS.COM � S�S? `\ , \ ( 1 83 #EC13008093 Single Phase Inverter with HD -Wave TechnOlOgy for North America SE3000H-US / SE3800H-US SE5000H US SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US Rated AC Power Output 3000 3800 @ 240V 3300 @208V 5000 6000 @ 240V 5000 @ 208V 7600 10000 71400 @ 240V 10000 @ 208V VA Maximum AC Pourer Output 3000 3800 Co) 240V 33G0 @ 208V 5000 1 5000 @ 240V @ 208V7600 10000 11400 @ 240V 10000 @ 208V VA AC Output Voltage Min: Nom.-Max (211 - 240 - 264) ✓ ✓ Vac Ac Output Voltage Min: Nom.-Max (183 - 208— 229) ✓ +, Vac AC Frequency (Nominal) 59.3 - 60 - 60.5m Hz Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 I 47.5 A Maximum Continuous Output Current @208V _ 16 - 24 - - 48.5 A Power Factor 1, j djustable - 0.85 to 0.85 GFDI Threshold 7 A Utility Monitoring Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power @240V 4550 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V 5100 7750 - 15500 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 T Vdc Maximum Input Current @240Vr1I 8.5 105 13.5 16.5 20 - 27 30.5 (S ac- Maximum Input Current @208VRI - j 9 - 13.5 - - • .l� , *c1c Max Input Short Circuit Current 45 • • • •dc Reverse -Polarity Protection Yes • • Ground -Fault Isolation Detection 600ka Sensauity • Maximum Inverter Efficiency 99 99.2 CEC Weighted Efficiency 99 • 99 a'� 004 • Nighttime Power Consumption < 2.5 • • • • • • 11 For other regional settings please contact Solar Edge support •.A higheraxrent source maybe used; the inverter will limit it input currentto the values sated CONTRACTOR LOGO STITAN S O L A R P O W E R CLEUT aC 1- REVI7_IV%j CUSTOMER: STEPHEN ICHNIOWSKI PROJECT ADDRESS: 735 NE 94TH ST MIAMI SHORES FL 33138 NUMBER: 11-3206-014-1990 • • SHEET NAME: INVERTER DATASHEET PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO, PE ��jj D—J TSP57293 DATE: SHEETS: 11-02-2020 9 OF 9 15�OR FCO RID PERMIT ADDRESS: 735 NE 94TH ST Miami Shores, FL 33138 APPLICATION DATE: 11/16/2020 SQUARE FEET: EXPIRATION DATE: 05/15/2021 VALUATION: CONTACTS NAME Contractor SCOTT PORTIER Owner STEPHEN ICHNIOWSKI PARCEL: 1132060141990 0.00 DESCRIPTION: ROOF TOP SOLAR $25,839.00 COMPANY ADDRESS TITAN SOLAR POWER FL INC REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: bo@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Provide product approval for the foam adhesive to be use to secure the panels to the roof deck. Please make sure the product approval includes wind pressure values required under chapter 16 of the 2017 FBC, Building. Electrical v.1 Approved Michael Devaney email: el@msvfl.gov Planning v.1 Approved Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Structural v.1 Approved Orlando Blanco email: bz3@msvfl.gov December 01, 2020 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1