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HomeMy WebLinkAboutNOA; Unirac Solarmount Solar Mounting System5�>LA-k 2-COS -0277 MIAWDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33115-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Unirac, Inc. 1411 Broadway Blvd. NE Albuquerque, New Mexico 87102 SCOPE: 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 to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Unirac Solarmount Solar Mounting System APPROVAL DOCUMENT: Drawing No. M-D NOA, titled "Solar PV Racking System" sheets 1 through 12 of 12, dated Nov. 19, 2019, last revision #2 dated April 21, 2020, prepared by CBuck Engineering, signed and sealed by James L. Buckner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: NONE LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city and state and the 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. A This NOA consists of this page 1, evidence submitted page E-1 as well as approval document rn nn 'Od ove. The submitted documentation was reviewed by $elmy A. Makar, P.E., M.S. *40 L NOA No. 19-0429.02 MIAMI-DADE COUNTY Expiration Date: 05/21/2025 O f `L I , f Z. v Ap val Date: 05/21/2020 C Page 1 HARETTE IN . ARCH AR 0016279 2828 N 38 TH AVE ` 2 HOLLYWOOD ,FL 33021 Unirac, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M-D NOA, titled "Solar PV Racking System" sheets 1 through 12 of 12, dated Nov. 19, 2019, last revision #2 dated April 21, 2020, prepared by CBuck Engineering, signed and sealed by James L. Buckner, P.E. B. TESTS 1. Test report on ASTM D1761 — Withdrawal, Perpendicular and parallel shear Test, prepared by Intertek Report No. J9904.01-106-18 R0, dated 09117119, signed and sealed by Gary T. Hartman, P.E. 2. Test report on TAS 100(A)-95 Wind and wind Driven Rain Resistance Test, prepared by Intertek, ,Report No. J0950. 01-109-18, dated 12119118, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Calculation, 36 pages, dated 01129118, signed and sealed by Paul K Zacher, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of regulatory.and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Florida Building Code, 2017 Edition, compliance letter dated April 29, 2020, prepared by CBuck Engineering, signed and sealed by James L. Buckner, P.E. #-t�, d. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No:19-0429.02 Expiration Date: 05/11/2025 Approval Date: 05/21/2020 E - 1 SYSTEM IS SECURED. TO ROOF STRUCTURE (BY OTHERS) AS SOLAR PANEL RACK. PC RACKING SYSTEM IS NOT RATED FOR IMPACT. SOLAR PV RACKING SYSTEM DESIGN LOAD RATING FOR SOLAR PANEL RACK TO BE AS PER CHARTS SHOWN ON SHEET 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER LOAD RATING CHARTS. SPECIFIED EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND ROOF SHEATHING. MATERIALS INCLUDING Bur NOT LIMITED TOSrE jMEfALSCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OFTHIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND WFATHEt SEALING FOR WATER INFILTRATION RESISTANCE ETC CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1703.5 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1703.5. MAX ROOF SLOPE PER FLORIDA BUILDING CODE, 2017 EDITION. PARTTABLE ITEM # PART NUMBER DESCRIPTION 1 315168M, 315168D, 315246M, 31R46D SOLARMOUNT.LIGHT RAIL 2 320132M,310132C 320168M,310168C, 310168D, 320208M, 310208C, 320246M, 310246C,310246D SOLARMOUNT STANDARD RAIL 3 41014414; 410168M, 410204M, 410246M SOLARMOUNT HD RAIL 4 302035M SOLARMOUNT ENDCIAMP PRO SERIES ASSEMBLY 5 302030M, 302030D SOLARMOUNT MIDCLAMP PRO SERIES ASSEMBLY 6 004055M, OD40SSD SOLARMOUNT FLASHKIT PRO ASSEMBLY 7 1303019M, 303019D BONDING SPLICE BAR PRO SERIES ASSEMBLY 8 1302027, 302028, 302029, 302030 SOLARMOUNT ENDCLAMP STANDARD ASSEMBLY 9 302023, 302024, 302025, 302026 SOLARMOUNr MIDOAMP STANDARD ASSEMBLY Approved as Cbmpi �g with the Flnnuii dagm8 20' Daw v- Z oZ NOAPI BY "t�Toauocco9iatml *: No.31242 :* STATE OF ;' . •• A, . O,� •'��oFi�oP • N__y MIAMI-DADE COUNTY PROJECT MIAMI-DADE CO. NOA \CBIICK,EItgiueerl®g SOLARMOUNT www.cbuck@cbuckinc.net. i COVER SHEET (561) 491-9927 COA # 8064 1374 Community DrI DWG NO. Jupiter, FL33458 L� M-D NOA SHEET 1 OF 12 RAIL CANTLENGTH ILEVER RAII SPAN LENGTH RAIL L SPAN LENGTH BETWEEN SUPPORTS BETWEEN SUPPORTS AN LENGTH I BETWEEN SUPPORTS 11 11 II Ii �j 11 II I1 II 1! rI 1! II 11 11 II II I t. 1! II it II 11 it I) II �I II t----rr------T-r------t` -----•rr-------sr----1r--rr-------T-r-------- nl VV —_ -------- r---� 1•I� I ii ii i�� II 1; II it it Ilq II II I f I I 1' 11 1.4 I I l iI ili7 I �i „ iI ii ild Ur, -' � it ii it ii iI I ii ii illl ii ii I II 11 1' it II �• 11 ,I I' IS II � z I ii ii i! ii ,i !l ii ii illl i Z .i� I 11 it II� 11. li �I li If IIh 11 it I i I i' i i i i ii I i Appmed aslcamplyia�i- rn i i I I i r i t I i I Florida, , 9- i lli ! o.y i t I I I 1 1 t l L I I I I, I I• DEtiC. -� •' • �¢ N9/i#�v+0 Z 1{ I I I 0 � i{ if i!� ii EI I� it` •i �il, ii ii i L I g1 1 11 III 1 1 � � 11 BY I is ii il; ii ii Ii +i i; ;li! ii it I II �1 1'• II ti j 1: II rl' ;; ii I li I I�' It II II it I ill Id I I I_ Ioi I i 1 t ion 1lL: ! I lol I • I, ii I^ it li � ii i4 ii ii 1 I tfe I l i I I � i I.t I I I II it I !I i7 I I I I I I��• I I 1 1 II I. ;` L•----- I I i t J L_—. it s I I ---I•r------�IL I r------i 7r-- `-------i.4--------ri I z111111 11PANEL WIDTH PANEL WIDTH PANEL WIDTH�F --PANEL WIDTH W ����!` CJ L • B U C/f/�I7 R PRO SERIES MID CLAMP `i .••'"• �• �/ 4" IANDARDMIDCLAMP ,•' TYPICAL LAYOUT PLAN • NOTTOSCALE 2 RAIL DESIGN RULES —� Z p yym j7U U mZ!g O� �C mCY INT RAIL ENGINEER'S STAMP MIAMI-DADE COUNTY SEE NOTE 2 No. 31242 �. � r :. STATE OF 114 O R� Q' ` Za� ••... (/ CDUCK Engineering ��i/� • A¢Q • • `C(1�R�RS APPROVED MOUNTING www.cbuck@cbucianr.net. . jNSPRU NCO (561) 491-9927 COA # 8064 2. SSQ MIAM I DAD CONSTRUCTION 1374 Community D (PER MIAMI•DADE BUILDINGCODEREQUIREMENTS) � r Jupiter, FL33458 Pressure Limit (psf) (Up and Down) Max Attachment Span (in) Max Cantilever (in) PROJECT MIAMI-DARE CO. NOA PROJECTADDRES: r, _ a E 5 ¢ o tn 59.9 98.7 48 16 79.9 131.E 36 12 89.9 / 148.0 32 10 90.9 / 197 3 24 8 TITLE SOLARMOUNT DESIGN 2L�) 90.9/296.0 16 6 1 8 Ii � � 43.9 / 54.3 48 16 36 12 65 B / 271 32 10 DWG NO. M-D NOA SHEET 2 OF 12 65.9 / 186.7 182:9 24 24 B 65.9/ 6 RAILCANTILEVER— RAIL SPAN LENGTH RAIL SPAN LENGTH RAIL SPAN LENGTH LENGTH 015MYEEN RJPPORTS I BETWEEN SUPPORTS BETWEEN SUPPORTS II I! ti If it 11 II t.i II 1 ti t II II it it I If la I r___il'"il"______.?_' j II �, aIa I: II jj it al ,I� I I ' iol l a 1 r M 11 !! 1• lit 1 to '•' � I I I I I III I I t t � I ! I II i t I �II 1 I o i I I� li� I 11 ji i� ti{i to I En � i,. 1F ! I' al It II I tf' t, I II� i I y: I I II 11 1 I IIjI 1! 1 W I. I II IL.� it 1 I7 li ,t 11 la f ^q- I (1 1 ai II if Ii I I F { Nit jelp SPANEL WIDTH _ \' 3� 24�2 * FAR PRO SERIES MIDCLAMP— • tw- ; 1/4"grANDARD MIDCLAMP � of o STATE r � • • SEE NOTE Appl cs5 f • � P� �� � Flori 4000 Data Nlia NOTES:' 1. PER PANEL MANI.FACn1RER'S APPROVED MOU N INg. INSTRUCTIONS. 2. STANDARD ROOF CONSTRUCTION (PER MIAMI DADE BUILDING CODE REQUIREMENTS) 6'Zo a.4 V � .0:f to Z"9 Z>aa; 'v'Z all via 1 -- NTRAIL ENGINEER'S STAMP M ' 1 I I ;: I t• i t I I I -- is a zoxo� 1• I s+ t'o' t i; yg li II rl '' l�Ei 1 Lo _-- i_ �._ i t J ti _____ I I ___t f —.__ � W Z W O WIDTH --I F-PANEL VWMVI PANEL WIDTH ~ c�S PV MODULE NOT PART OF THIS APPROVAL SEE SEPARATE PV MANUFACTURER'S PUBLISHED FOR DATA FOR RATING AND DETAILS. MAX PV MIAMI-DADE TYPICAL. LAYOUT PLAN PANEL AREA NOT TO EXCEED 21.06 SQ. Fr. COUNTY NOT TO SCALE 3 RAIL DESIGN RULES Pressure Limit (psi PROJECT i�ILYi1T (Up and Down) Max Attachment Span (in) Max Cantilever (in) 89.9 N ADE 148.0 48 16 MIAMICO. 119.8 197.3 36 12 OA. C 08 134.8 S 222.0 32 30 PROJECT ADDRES t11StO ¢ 136.3 / 296.0 24 8 TITLE CBUCK Engineering N tia 136.31444.0 16 6 SOLARMOUNT - www.cbuck@cbuckinc.net, z 65.8 81.5 48 16 PELANG(3L�) (561) 491-9927 COA # 8064 F 87:Z 149.4 36 12 1374CommunityDr � 98.7 190.T 32 10 DWG'NO.' Jupiter, FL33458 98.8 / 283.0 24 8 M-D NOA 0 98.8 / 424.4 16 6 cu EXPLODED ALTERNATE. SM FLASHY PRO NOT TO SCALE �MIDaAMPPRO SERIES CBUCKEngineerlog /. SEE PAGE B ' o c www.cbuck@cbuddnc.net (561) 491-9927 COA # 806Q a FOR 1374'COmmunity Dr MIAMI-DADE ,`,1{gp$EI,Ifj4>1�4 8 COUNTY ` �;,....,��• /L�/ems'' PROJECT vC, •• `S .'•• ENS 'Q MIAMI-DADECO. �G . - • •: �' NOA 31242 'k PROJECT ADDRESS SOLARMOUNT EXPLODED VIEW ASSEMBLY = : No• % * TITLE PRO SERIES CLAMPS % = SOLARMOUNT NOT TO SCALE :r TE of A EXPLODED .a :. ST �i •� • �4 �R\O •�i` i ��i�/FS •• //// YEW PRO SERF CLAMPS DWG NO. M-D NOA SHEEP 4 OF 12 BONDING SPLICE BAR Approved 2s cogWying vM the SEE PAGE 8 Florida Build' Date o Zo2o NOA#. D Z Miami Pro uct o�ro By • SOLARMOUNT RAILS (STANDARD, LIGHT & HD) SEE PAGE 7 ENDCLAMP STAND SEE PAGE 8 SM FLPSHIQT PRO' SEE PAGE 7 EXPLODED SM FLASHIQT PRO NOT TO SCALE STANDARD PV MODULE 0 a y (NOT PART OF PRODUCT z 12 p 2 APPROVAL) O — -+ y tcn vFwo i � CBUCK EIlgineerinp � o LU z o n m �` ` 1• " www.cbuck@cbuckinc.net. i w m MIDClAMP STANDARD (561) 491-9927 COA If8064 o o SEE PAGE 8 1374 Community Dr Jupiter, FL33458 w 1FOR ♦♦```��{lltBlU ''' M COUNTY CJ� /� ```♦����•GeNS. PROJECT '�• �N .•• MIAMI-DADECO. 3i 242 = rloA SOLARMOUNT EXPLODED VIEW ASSEMBLY No PROJECT ADDRESS * ' -dc ? � = Trr1F STANDARD CLAMPS SOLARMOUNTNOTTO SCALE .Q :• STATE OF EXPLODED VIEW v i Q• ASSEMBLY op��Q •• Fto \ •,: �� �.� STANDARD CLAMPS !! '��C`••' • DWG NO. SHEET 5 IF 12 SCBUCK Engineering www.cbuck@cbuckinc.neL (561) 491-9927 COA # 8064 1374 Community Or Jupiter, FL 33458 Approved as complying wM lice 3;loridaBuil de Dote 657 Z. Z e Z:o NOA9 Yvliami jja= Product CautTol - r R. SM FLASHIQT PRO L-FOOT INSTALLATION 3/4- MM EDGE DISTANCE—i—a NOT TO SCALE TO SENTER OF LAG BOLT ALTERNATE L-FOOT CONFIGURATION NOT TO SCALE (NRTHDRAWL) " V 11 { ll 1 f f ! f f��,' SECTION L-FOOT FLASHING DETAIL-L-FOOT FLASHING DETAIL `B ....VCif^,�i�� NOTTO SCALE 10 No. 31242 * : L-FOOT -o•� STATE OF ;-� VFLASHING ENGINEER'S STAMP 50, SECTION (WOODNOT TO SCALE O. -HEsHEET e OF FLASHKIT PRO SM L-FOOT ASSEMBLY NOTTO.SCALE "�,CBUCK Engineering (561) 491-9927 . CPA J 8� / 1374ComMtkAAa�r_ . _ 5/ 16" STAINLESS STEEL -I f-1J4° LAG BOLT "— FIAT WASHER is O (SS / EPDM) e N LAG SCREW W/ WASHER ASSEMBLY FLASHING AIPT61cd>-can1P?Y!nSvdthft FloridaBud in Dntc 140A*1 ct Cdvuol Z IvJlemi �. ay _ 1/4" BOLT LOCATION N 3/8" BOLT LOCATIONS SOLARMOUNT LIGHT RAIL NOT TO SCALE L-FOOT SERR W/T--BOLT NOTTO SCALE T BOLT 3/8° SERR FLG HEX r- 1/4" BOLT LOCATION 1/4" BOLT LOCATION . BOTTOM CLIP 'SLOjo 'D m N 3J8• BOLT LOCATION, 0 3/8" BOLT LOCATION--__ SOLARMOUNT STANDARD RAIL SOLARMOUNT HD RAIL NOT TO SCALE NOT TO SCALE u N H� Z� �W'a o U O�V, MZ� O' �a f0 Q MIAMI-DADE COUNTY MIAMI-DADE CO. NOA SOLARMOUNT SYSTEM DETAILS iWG NO. M-D NOA `J� 101 ,� II® STANDARD ENDCLAMP NOT TO SCALE (SEE SHEET 11 OF 12) 11/36" _--_ ®" I PRO SERIES ENDCLAMP NOT TO SCALE N 3/16"� 13 " tip. u, 15/16" 21/16° STANDARD MIDCLAMP BONDING SPLICE BAR NOT TO SCALE PRO SERIES (SEE SHEET 11 OF 12) NOT TO SCALE Appu ed es complying with dto i f FloridaBuil do o:.'2 20 Zo ` Mieirii ade Pro ct ntroi - 5/16"=18 TYPE F THREAD BY �"CUiTING SCREWS INCLUDED F — —}-1 7/15° TYPICAL SPLICE BAR DETAIL +ll ► l f l l l l l l l /� NOT TO SCALE S ` . B u C� CBUCK T•nginecring (SEE SHEET 12 OF 12) i�I www.cbuck@cbuckinc.net. `� . • E N • -' y�,[� % (562) 491-9927 COA # 8064 1 1/2° : Q' •' _ �v v�` •••�.F 1374 Community Dr 1/2" i4-I vO, 31242 IUPr, FL33458 L--_--_� — ----- � .� r ,- �—B�G5BB26H�6a ��=BBce _—e6639E STATE OF ; 4U ' ICI i i (SEE SHEET 10 OF 12) NOTE THAT ONLY 1 SCREW IS USED AT AN EXPANSION ]DINT. 41' THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION. TYPICAL EXPANSION JOINT DETAIL Nor TO SCALE MIAMI-DADE COUNTY MORI-DADE CO. NOA PROJECT ADDRESS SOLARMOUNT SYSTEM DETAILS M-D NOA 711E LAG BOLT(S). 4. INSERT THE LAG BOLTTHROUGH THE L-FOOT IN THE ORDER SHOWN IN THE IMAGE: VERIFY PROPER ORIENTATION BEFORE TIGHTENING LAG BOLTS. 7. USE DRILL TO TIGHTEN NUT ONTO TBOLT. 2. INSERT THE FLASHING SO THE TOP PART IS UNDER THE NEXT ROW OF SHINGLES AND THE HOLE LINES UP WITH THE PROT HOLE.' - - -- - - - S. SEE RAIL ATTAaiED TO L-FOOT. w 77 � S ° - SLu 7 Elk s a ENGINEER'S 3. INSERT THE LAG BOLT THROUGH THE &FOOT IN -EHE STAMP ORDER SHOWN IN THE IMAGE. VERIFY PROPER ORIENTATION BEFORE TIGHTENING LAG BOLTS. y a 14 6. HAND TIGHTEN NUT UNTIL RAILALIGNMENT LS 011 111 COMPLETE. VERIFY THAT POSITION INDICATOR ON > BOLT IS VERTICAL (PERPENDICULAR TO RAIL). n FOR CBOJCEC GnginceruL ME COUNTY Oil II'lI 1 Ay wcbuck@cbuckincnet. 1�• B C it: 4919927 COA It9064 PROJECT ��� �CJ `�� _ t� •, • • • •4A (?gmmunity Dr ��`• '433458 MIAMI-DADE CO. NOA \G'�� �� I •• r 3i PROJEOTADDRESS TITLE SOLARMOUNT No L STATE OF = FLASHKIT PRO INSTALLATION ,Q • Q A.�L� .c` •• R1 q l DWG NO. • '��/�ss� • • `� 1_"EET9OF12 M-D NOA 1�� �II1! Illlii • - f w � 1. SLIDE END CLAMP ONTO RAIL BY ENGAGING THE TWO T-GUIDE BRAG 7S WITH THE TOP SLAT OF THE RARE: SLIDE END CLAMP ASSEMBLY ON TO RAIL UNTIL BOLT HEAD ENGAGES WITH END OF RAIL.. 7. MODULES MUST BE TIGHT AGAINST CLAMPS WITH NO GAPS. TIGHTEN NUT i S. INSERT SECOND MODULE Cen @7U, U a� 0zg ,� oQ� .rt � lu min. m �am ' a Q - on, " 3. WHILE HOLDING MODULE IN POSfCtON AND WITH ENGINEER'S RANGE IN FULL CONTACT WITH RAIL, USE DRICLTO STAMP —ROTATE END, CLAMP SOLT- UNTIL CLAMP ENGAGES WITH. RANGE TO PROVIDE CLAMP FORCE 6. WERT`1/4• T BOLT INTO TOP SLOT OF RAIL; ENSURE BOLT IS PERPENDIMLAR TO RAIL. MIAMI-DARE ll\IL11J.111/�IIJ' COUNTY :Approved gs'eompfying with [tic B U'ck ��i �� CJ ,. • � • •., �i1 �i PROJECT FloridaB m C de DrRe 0- Z ZO �.� ;.•• ENS ` '•� ••••a i MIAMI-DADECO. NOA 0?! a- Mhftd rxcmniroI ` ••' ' + i ,Na. 31 ZL`2 PROJECTADDRESS _ SOLARMOUNT i- 4-it�CI3UCiC Ena veering • �E OF ''U' � r �p =• STp` • �/ ► unatW.cbuck@cbuckincneL PRO.SERIES INSTALLATION .p .� F ••• (561) 491-9927 COA # 8064 1374 Community Or DWG NO. ����� Jupiter, FL33458 M-D NOA .� .Z a Cn m U i� mZg Z ,wz 6� ul w O = m'� 1 1. INSERT 1/4•T--BOLT INTO RAIL. 2. ENGAGE MODULE FRAME WITH ENDCLAMPS. TIGHTEN T-BOLT WITH DRILL. 3. SEE MODULE ENGAGED BY ENDCLAMP. 1 4. INSERT 1/4" T-BOLT INTO RAIL S. TIGHTEN T-BOLT SO THAT MIDO.AMP IS 6. TTGFRFN Ni Ir rn CFn wr mnnt a rc TNm era PERPENDICULAR TO RAIL SPLICE WITH MIDCLAMP. - - -- ��11TLILI1I�Ir " a FOR a�``` ir• B jf ///>s Ql THROUGHQ3 —► STANDARDENDCLAMP `aaa �S • • ......CAA //o `�� Q.•' GE� .,✓� � oo SF WAMI-DADE COUNTY �,•' �r� .� i� PROJECT Q THROUGH ©—► STANDARD MIDCLAMP ® No.31242 Approved as corripiying WithLhe _- '. m -- ••• MIAMI-t)ADE CO. NOA Florida B din ode J�BrCd .Z: ZcZO' • ' a ®F STATE cb,� PROJECTADORESS NOA Prods: Couuol , �i '� •• ®�1� �� CSUCK Engineering, TALE SOLARMOUNT , �i� tCS ••.. .••� oo°• I www.cbuck@cbuckinc.net STANDARD INSTALLATION fill 2 (561)491-9927 COA # 8064 Na .�1 1374 Communtty Dr Jupitei FL33458 M-D NOA SHEET 11 OF 12 I1. SLIDET-FEATURE ON SPLICE INTO THE T-SLOT ON EACH RAIL, CENTERING THE SPLICE BETWEEN THE TWO RAILS. BONDING HARDWARE PENETRATES THE OPPOSITE SIDE OFTHE RAIL 2. SLIDE T-FEATUREON SPLICE INTO THE T-SLOT ON EACH RAIL, CENTERING THE SPLICE -BETWEEN THE TWO RATS. TYPICAL SPLICE DETAIL 3. TIGHTEN EACH BOLT UNTIL THE BOLT -HEAD IS FLUSH AGAINST THE SPLICE. - z o a� m ,:+ U m z j a crma m� mow: ENGINEER'S STAMP u — ```��Q��s,...,.,•C,�/'i�i FOR A / • 2 MIAMI-DADE e^•,v\�E• VS� •• ;�� COUNTY • ' V O• 31242 PROJECT -9 MIAMI-DADE CO. APA;oved as complying with the �' _ - D ' uil Zg . ; �O STgrE OF NOA -'D Z'D PROJECT ADDRESS DIM* Qj�o2 '��•.��ORIOP; • TITLE bfiEmi, FrodectC�go1 �.� l5' • • �` CRUCK Engineering SOLARMOLINT s/,olVA •••• BONDING // �A t wvAv.cbyck@cbuddnc.net. SPLICE I I l l l t (561) 491-9927 COA tt 8064 ALA INSTALLATION 1374Community Or DWG NO. !� Jupiter, FL 33458 M-D NOA ISHEE12CF12