Loading...
HomeMy WebLinkAboutProduct Approval MAM D�►DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Rheem Sales Company,Inc. 5600 Old Greenwood Rd. Fort Smith,AR 72917 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 revoke,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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie-Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled"Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bernardo,P.E. on 07/17/2018,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration 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, state, model/series, 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 revises NOA # 18-0321.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.18-0719.07 j MIAMI•DADE COUNTY � APPROVED I Expiration Date:February 25,2021 f Approval Date: September 27,2018 f Page 1 Rheem Sales Comnany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOAs A. DRAWINGS "Submitted under NOA #15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS "Submitted under NDA #15-0903.08" 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked-up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated 05/18/2015, signed and sealed by Stephen W. Waiter, P.E. C. CALCULATIONS "Submitted under NOA #15-0903.08" 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA #15-0903.08" 1. Statement letter of code conformance to the 51 edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo,P.E. 3. Distributor agreement dated 11/12/2015. J Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date:February 25,2021 Approval Date:September 27,2018 E-1 Rheem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA# 18-0321.11 A. DRAWINGS 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo,P.E. B. TESTS 1. None. C. CALCULATIONS . 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6th Edition (2017) FBC issued by Engineering Express,dated 03/19/2018, signed and sealed by Frank L. Bennardo,P.E. • �I l9�Zlli� Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date:February 25,2021 Approval Date: September 27,2018 E-2 Rheem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 2. Drawing No. Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/ Aluminum Tie- Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed it and sealed by Frank L. Bennardo,P.E. on 07/17/2018. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. F . LY/�412G�k Carlos NL Utrera,P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date:February 25,2021 Approval Date:September 27,2018 E-3 i i RHEEM SALES COMPANY, INC. HX " ;P.E• WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ; I 4 .-LL; rrm 1 0.750• APPROVED DESIGN ASCE 7-10 Vuh=175 MPH - ,gam (Vesd-136 MPH),EXPOSURE'C�, T+ V V 1.250 CRITERIA: AT GRADE INSTALLATION ONLY 1n ■ U19 5 M�'}\ 2g SN t1N�SRM '}� 29 S;pN O '.�� m"t' 1 �\ oQ DESIGN NOTES: "o mW o�A1m.]m!M xo �usit34ttVAe o"sx�r 1 THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND T659�.'i tlCG MO< THE FLORIDA BUILDING CODE SIXTH EDITION(2017)FOR USE WITHIN AND ,�, O OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA Irrs�rss AmrY rarr. _ i - O CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID UI 1D m SIM.TO©BUT SIM.TO(A)BUT c FREESTANDING WALLS'INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES Z v z 7 ON CPP.FACE ? ON OPP.FACE O 0 o ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. o W m $I m m o A Q ••� C 0.306° O GENERAL NOTES: w ELL TYP ro 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN w CONCRETE - CON ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE L_ SUPPORTING SUPPORTING O SIXTH EDITION(2017)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN UIQ QSq ly p o O AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT -7 o f m j a STRUCTURE BY STRUCTURE BY L a r+ OTHERS,TYP. B OTHERS,TYP. D INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT W W pN 9pg w CONTROL BOX CABINETRY. 03 LL`, ,z 1 MECHANICAL UNIT 2 MECHANICAL UNIT r---T 2• NO33 IGNO%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE C 1 ODD° DESIGN OF THIS SYSTEM. N o:a i wt 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH Lu •• J, 1 N.T.S. FRONT ISOMETRICrz 1 N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 'D p w T 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LS MINIMUM)OF THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL F DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM as complying with the Florida MIAMI TECH QIP:14GA(0.07) MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE .UZ-r o0 UNITS MAY VARY IN APPEARANCE Bu11.9 Godo ASTMIDA653 Fu-90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS C NOA-No- 18-0718.07 (CU6)OR 0.080°5052-H32 RESPONSIBILITY OF THE CONTRACTOR. >••- 6 0 (2)-#10 JA TERNAL POST P.><plration D 02125/2021 ALUMINUM(CUTDAS),MIAMI S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDIX BRAND,ASTM FS93 Z TECH KIT#RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN Q SMS PERDJACENT TO CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL d pyp m Z BRACKETNTROL BOX BY RRCUTDASMK SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNI75 q OLIVEREYP. NI"ml-D d Product Control § .130"STEEL) SHALL BE 010(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS 0 PANEL pppp� CORNER STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE y (0.130" U POST '- -�°�4 THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE V) QO STEEL), 98 (J019LLpj APPROPRIATE SPECIFIED PROTECTION ELECTROLYSIS. NP' (31.25° 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. Q W `� w D O CLL B P© AS A MINIMUM,ALL CONCRETE SMALL BE STRUCTURAL CONCRETE 4-MIN. in m QO AN BASE UD UNIT BASEANBASE THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000PSI,ANCHOR PER D 0 PAN UNLESS NOTED OTHERWISE W p o SCHEDULE 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM Lu°.a a DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. y S. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY 6$ • N a 3000 PSI MW y 7 - LIPQ 9. OTHERS. ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND c.=r.z i CONCRETE BV p ,r SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN 3 666 OTHERS,EYP. © O&°© •O o PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.DCCEPT AS m 6z CLL A Dim-, $ EXPRESSLY PROVIDED HEREIN,NO ADDI ZONAL CERTIFICATIONS OR C QA&©ARE SIM CONTROL AFFIRMATIONS ARE INTENDED. B AND OCCUR ON CLIP OFFSET DIMENSION SHALL BOX 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE R .O-- INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT _ OPP.FACES BE TAKEN FROM THIS SIDE ONLY DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR 0 TIE-DOWN BRACKETS REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR g 1 4 TIE-DOWN BRACKET LAYOUT USEINWATER CONJUNCRON WITH THIS DOCUMENT. W > N.T.S. ELEVATION li.WATER CO OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 6� 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL F, ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE g , PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY mmucxr■xc,xffv.c e:mrss^ ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS SUBSTRATE DESCRIPTION WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 15-2543GA DIM.1 4.50"MAX OFFSET FROM DATUM FACE INSTALLING CONTRACTOR. SCA•-MM LfdESS WnrD o CONCRETE: (1)-1/4"0 STAINLESS STEEL 1TW BUILDIX TAPCON, DIM.2 24.50"MIN OFFSET FROM DATUM FACE 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE T (4°THICK MIN, 1%"FULL EMBED TO CONCRETE,2%"MIN.EDGE Vull WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE �7 30(10 PSI MIN,) DISTANCE,3•MIN.SPACING TO ANY ADJACENT DIM.3 25.25°MIN OFFSET FROM DATUM FACE 7-10. ANCHOR. DIM.4 13'MAX OFFSET FROM DATUM FACE f _ i BUNK L BBVcuRDO,PE ' RHEEM SALES COMPANY, INC. 1 �t00151 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATION (-13.000° __ %. NpP ..E_ 4 —LL 1 -i�-� 0.750° tTt ON tH UN 1.250 q _ i33 5 MPx}\ 33,s,°M:�I ✓33 S�,PXy\�33,S�M�r O 'J�O�•F••., v� .°gin uo.uum.atraesw O 0 NTAN 1GNR1;wE ON ID@f l ORtlOS SNElf 006 NOf CaxfAtN AN EN�S v d CIUraLLL®UNREIGFAI, ­•®Y _• v SIM.TO(C)BUT =• O L9 SIMof N m m .TO(AD BUT o o a = r2!rn �o ON OPP.FACE ?^I ON OPP.FACE O $ Z® W B uw Vm A c Qc r 111 LL'n a 0.3D6" W i.0 o W d CONCRETE CONC O It SUPPORTING SUPPORTING O O Z Q. o Q W D o STRUCTURE BY STRUCTURE 8Y u 2 OTHERS.TYP. B OTHERS,TYP. CONTROL BO% D W 1 MECHANICAL UNIT 2 MECHANICAL UNIT +- T1•Doo' in Nz uj 1 N.T.S. FRONTISOMC 1 N.T.S. BACK ISOMETRIC TIE-DOWN �o ETRT .a THESE ISOMETRICS ARE INTENDED FOR BRACKET n (2)-#10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07) H o 0 UP TO 35°TALL.(3)-#10 SMS PER UNITS MAY VARY IN APPEARANCE ASTM A653 Fu=90 KSI STEEL C BRACKET FOR UNITS UP TO 39'TALL (CUM OR0.080.5052-H32 o (ONLY(2)SMS SHOWN BELOW) ALUMINUM(CUTDAB),MIAMI INTERNAL POST" TECH KIT#RRCUTDSMK OR 4 o C I AD]ACENTTO [L 400 U RRCUTDASMK G[7 CONTROL BOX 'L ¢ � OUVER (0.130"STEEL) o d.4 p PANEL CORNER U ' o Wo um (0.130• 0 POST En p y QQ STEEL), �B (0.190^ QO 6 C u w 3 d iQ TYP. QQ STEEL) QQ f35.25° C to W s E Q UNIT BASE Q Q UNIT BASE CLIP W o ANCHOR PER UQ PAN OQ PAN UNITBASE pa PAN SCHEDULE W � g ry LIP@ i_.� LL I 3000 PSI MIN s 11 ' tm . CONCRETE BY e.. o p T S OTHERS,TYP. © O&© O C�„� g DIM.1 U K� ¢ QA&©ARE SIM OCONTROL s AND OCCUR ON CLIP OFFSET DIMENSION SHALL 1' ___8O_%__ 0 4 S & OPP.FACES 9E TAKEN FROM THIS SIDE ONLY DATUM FACE 01161, 3 TIE-DOWN BRACKETS � am 1 N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT Bg 1 N.T.S. PLAN Im PRODUCT REVISED ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: as compsylag with the Florida my ax E.�nenscnvua• i i Building Cada 15-2543GB I SUBSTRATE DESCRIPTION NOA-No. 18-0719.07 DIM.1 4.50°MAX OFFSET FROM DATUM FACE SCALE:5 uxt>:ss NB o CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDEX TAPCON, DIM.2 28.00°MIN OFFSET FROM DATUM FACE Expiration Da 07125/2021 OTED (4°THICK MIN, 133'4°FULL EMBED TO CONCRETE,2%'MIN.EDGE DIM.3 29.00'MIN OFFSET FROM DATUM FACE By 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADIACENT Mlam Dae Product Control g� ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE S � i I RHEEM SALES COMPANY, INC. EMN-2 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATION1.000" LNo 0.750'UNR,NI \ ? •N \ ? � •• . 3 3 1.250 515 S �575 �g•�GTN o�irsrK fare a O Y7yNa► nmu:6 No QON9lfPft ORTwIL95167 smErrw OOB NOf ss 0 OQir,1N1,IN aN'QEHI'G x�x[ xx aaGNW.9411AT1111!\gAL, 1 2 m 2 0 �5118?f6ApCW1 . h SIM.TO,�BUT h. SIM.TO BUT < _ ^ ON OPP.FACE j _ ON OPP.FACE 0 Z a W m 6 s I -I ® A C 0 �r�n, w� 0 m W� Vt7LLym uy • 0.306• 0 Zw owU z m CONCRETE CONC TMP. ro SUPPORTING SUPPORTING O U` g Z STRUCTURE BY STRUCTURE BY a.p �aID OTHER6,TYP. B OTHERS,TYP. CONTROL0 Vi BOX O W W o.-1 W ®_ 1 MECHANICAL UNIT z MECHANICAL UNIT Naw 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC 1—T 1.000LLu U w TIE-DOWN ) THESE ISOMETRICS ARE INTENDED FOR pCU f DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM BRAc v UNITS MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07") ASTM A653 Fu=90 KSI STEEL }} (CUTDS)OR 0.080.5052-H32 Z 7 8 INTERNAL POST ALUMINUM(CUTDAB),MIAMI d ino c Z O pq SMS PER AD)ACENTTO TECH FIT y RRCUTDSMK OR ¢ o p z I!! ri BRACKET, CONTROL BOX RRCUTDASMK p d 3 OUVER �D � TYP• PANEL CORNER Q (0.130"STEEL) (0.130' POST I� NUtLL¢olt11wZ `m� P Q (0.190•e TMP• sE )STEEL), :,37.25' LIP@ cLBOT BASE 0BASE W00 UNIT BASE PAN N 0 wO Sz9so UNI PA { p g ANCHOR PER O PAN 'n i SCHEDULE .. N _^ `�� p12 3000 PSI MIN P .' •• :a Y f -r— @ G ICSpp CONCRETE BY h p a 1 Q tY OTHERS,TYP. © O&© DIM.1 B,©ARE SIM _ `~ p ' CONTROL x S LLLh��eR� AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ ____ OPP.FACES BE TAKEN FROM THIS SIDE ONLY `DATUM FACE s TIE-DOWN BRACKETS 1 N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT X69 j 1 N.T.S. PLAN g 1' PRODUCT REVISED 9 a • • • as complying with the Florida mmw"" ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: B""°`"g`ede 15-2543GC SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE NOA-No. 18-0719.07 IratiAPd,,l 0212512021 s '"� NOLO I & CONCRETE: (1)-1/FU STAINLESS STEEL ITW BUILDIX.EDGE, DIM.2 30.00•MIN OFFSET FROM DATUM FACE °r (4'THICK MIN, DISTANCE, FULL EMBED TO CONCRETE,21f"MIN.EDGE DIM.3 31.D0'MIN OFFSET FROM DATUM FACE By g 3000 PS!MIN.) DISTANCE,3"MIN.SPACING TO ANY ADIACENT MiamF-D Control ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE i I l 1 RHEEM SALES COMPANY, INC. LBEHNARDD,P3_ WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIQF�I�'' EQ 4 D P N.(i0� Uryn, 1 iv Lry4 1 1.OD0' _,� DIDATL'TU, 035 5„iAPX gs��fjY�'/ 0355 M�' 3S S�Fry 0.750' '•. 'K... ST 1.250 ���'-,.F( TRw AL 0 i�Fss'O a.pn� O RBINN,« wTl�mawur AIR Nor NI®Om SI® ® O ALAIID.11T11a!6 MO ® iGRAL 94TlATUPB ON 6NEET I O GRIL®91ffT DOB NGT ® 2 x L9NfMV NI B1GIM@AS q, X. =F6 OO TILLSSH SAWPYMP—. V2 Z 2 O 7 0 Z "a ® SIM.TO(CJ BUT SIM.TO GAJ BUT 0 0 ¢N uFmI�O ON OPP..F.ACE- ON OPP.FACE O o W II' w> N m Ni 8 V O Lu Z"„ 0tvOw S CONCRETE O Ww O, "„mow _i SUPPORTING STRUCTURE BY SUPPO NG 0111 3 z TRUCTURE BYB OTHER,e TYp, NTp 0.306" 0 N W a OTHERS,TYP. CONTROL BOX TYP. b w 1 MECHANICAL UNIT z MECHANICAL UNIT i 11.D00' 11 fzz 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN THESE ISOMETRICS ARE INTENDED FOR BRACKET zC a E I DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.077 ASTM A653 7 8 UNITS MAY VARY IN APPEARANCE , p FU-90 KSI STEEL(CUTDSO)OR 0.080' O 0 7 z ¢ (4)-#10 NTERNAL POST 5052-H32 ALUMINUM(CUTDAIO),MIAMI O d ti 3 SMS PER ADJACENT TO TECH KIT#RRCUTDLK OR RRCUTDALK CJ v c I BRACKET, CONTROLBOX �< w 8 U OR TY• (0.130"STEEL) Jr Q r i PANEL CORNER , ¢ .. w w •• O (0.130' 8B POST �8 8 3 137.25" m o O$ S7E R B (STEEL)0.190. CLI B u`,,,,u//�� Lug o j LuUNIT BASE UNIT BASE �Q UNIT BASE 3= ANCHOR PER PAN PAN PAN SCHEDULE A N LI� IN '\J O € 3000F___1N g O o 4 CONCRETE BY a + l DIM.1ART OTHERS.NP. © O&© •O CLI A q CONTROL S �R 1 QA&©ARE SIM CLIP OFFSET DIMENSION SHALL_ _ _ BOX a BE TAKEN FROM THIS SIDE ONLY L� AND OCCUR ON DATUM FACE DPP.FACES s 3 TIE-DOWN BRACKETS 4 TIE-DOWN BRACKET LAYOUT 1 N.T.S. ELEVATION ]. N.T.S. PLAN PRODUCT REVISED a� . ANCHOR SCHEDULE: Bun nglCyIodewl4htne SUBSTRATE DESCRIPTION TIE-DOWN BRACKET OFFSETS: NOA-NG. 1e-0719.07 15-2543GD DIM.1 4.50'MAX OFFSET FROM DATUM FACE t (lY1/4'O CARBONSTEELSUIPSON STRONG BOLT 2,1�'MDI EMBED TO Explratlon Da 07/25/2021 ...„"..NIS UNLESS NOTED CONCRETE: DIM.2 30.00'MIN OFFSET FROM DATUM FACE 8 CONCRETE,3'MIN.®GE DISTANCE,3-PDN.SPACING TO ANY AOIACENT ANCHOR. (4`THICK MIN, m 3000 PSI MIN.) (1)-1/4'0 CARBON STEEL POWERS WEDGE BOLT+,2%'MIN EMBED TO CONCRETE, DIM.3 31.00"MIN OFFSET FROM DATUM FACE 3'INN.EDGE DISTANCE,3'MIN.SPACING TO ANY ADIACENT ANCHOR ll-0 MlaRd Product control SUPPORTING CONCRETE SUBSTRATE DEPTH SMALL BEA MINIMUM I.SXANCHOR EMBED. DIM.4 13.00”MAX OFFSET FROM DATUM FACE EITHE0.ANCHOR F0.0N THIS SCHEDULE MAYBE USED FO0.INSTALLATION. RHEEM SALES COMPANY, INC. LBEtUURDO,PE ENI/,,, WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE—DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW 1 uNrr UNIT APPROVED DESIGN CRITERIA: J* DTH 28.75- LENGTH 28.76• sm - or o+Esr I so APPROVED DESIGN 200 PSF LATERI�� .760 CRITERIA: WIND LOAD UNIilk CONTROL 3Mom 100 PSF UPLIFTBOX EE DETAILNI ETAIL 4M WIND LOADO (CONCURRENT)4P(M0.1Q lDNO(liHl Zi ALUMNUM ANGLES WITH D O �{!1 Wm"BO PPEERP�EKDWLM7 2 MOUNT ISOMETRIC VIEW � W �� SUPPORTINGFRAME 1 N.T.S. FRONT1101BACNLSO DESIGN NOTES: w 4cn .: ATTACHANGES TO FTWE E SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH W �Oa LLT S w V'6 FF5 1 WITH IiN(BTHPLBOLTS —30,(d0O-�( O IODP ASIDE 7,11 ANDCMAPTER 160E THE FlDRTOA BUILDING CODE SMALL BE LESS THAN �� INTEWITRFACE FABNBi I NUT ATTUNE .... OR ALTO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY RRERFACE BETWEEN ANGLE I CLEARANCE O ���� EQU LJ AL R $ ZO I ASSEMBLY AS SMOWN.DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY ��// O m'$ ANOFMAE ALOEA ATTACH ANGLES TO HOLE OR SLOT O REQ Z 0i jd i BOLTS WILL BE UE 3EDj() A REGISTERED DESIGN PROFESSIONAL ON A 105-SPECIFIC BASIS IN ACCORDANCE W o: rr•�'i W FRAYE WITH(t})6'0 T.T'+dL• 30TMIM- N Pj THRUBOlT4,TYP. '(NAA�LONG 1 O.IB7P WITH THE GOV�WIJG CODE. W SUPPORTFRANE S�RTFR IETYP. oxw_ GENERAL NOTES: N,,.l�N W SUPPORTFRAW(GY CENTER TCC0 W 1 MOUNT EXPLODED VIEW 1T P pTH�B)•TT 1. WITH THE EM REQUIREMENTS SO OFTHE D SIXTH o a WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE SIXTH EDITION 1 N.T.S. FRONT ISOMETRIC (2017).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY (� THESE ISOMETRKS ARE INTENDED FOR 3 SUPPORT ANGLE SDB3• HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT V H DIAGRAUVATICALFURPOSES ON-Y:ALTERNATE RHEBA RESISTANCE OF THE MECHANICAL UNIT CABINETRY. M o LINRSLSTEDVARYWAPPEARANCE 1 N.T.S. ELEVATION I 2. NO 33-1/!%INCREASE IN ALLOWABLE STRESS HAS BEEN USED INTHE DESIGN .p.I z 1M OF THIS SYSTEM. y INTERNAL I_ 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH IµµGu11 PAST (S)atOSLLS PER TIE-DOWN CLIP TEST RE" BY AMERICAN TEST LAB OF SOUTH FLORIDA. CONTROLBOX CUP,TYP. - - - 4. ALL DIMENSIONS WAN MINIMUM WEIGHT(120 LB MINIMUM)OF a O m ?Z 10,130•STS) - - - = MECHANICAL UNIT SHALLSPECIFICATI CONFORM TO LIMITATIONS STATED HEREIN.ALL Q D C B - -� A KRAMI TECHC R.14GA MANUFACTMECHANICAURER RECOMMENDADNS TIONS AND ARE THE EXPRESS RR SPACE,TONNAGE,ETC.)ESPONSLL IBILITY OF (OJ ¢m LZI p 0 E AS PER Hsi STEEL(GVio10) S. ALL SHEET THE METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS � o a MIAMITEG110Ta V-I ZQ ITITHRUBOLT II CORNET CP BY RRCptp� ONLY. BE a30(14 MIN THREADS PER NUINCH)GRADE 5 SUPPTEMORTING OREQUIVALENTFRAME J C<c U,� WIX WASHEIia POST ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BV Q oL q NV(FASTE/UNG (0.1BP I (OOBo OTHERS)SMALL BE ASTM F593 410 STAINLESS STEEL OR EQUIVALENT AND Cn WW v C �U TO \ STEEL) SHALL UTILIZE SAE GRADE WASHERS&NUTS.PROVIDE(5)PITCHES MINIMUM 2 ¢ I AUIM1ONUM SIfPPORTFRl1AlE(Bf `2Yty1(•X3p•(MIN)-40'(6W(jLONG PAST THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SMALL W o q ANGLE,TYP. OTHERS)NOSHOVM (WI)AWAaNI1M ANGLE CEHITBN® HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL Lu 2 FORCLARTIY,IYP. ABOUT SUPPORT FRAME,TYP. FASTENER CONNECTIONSTO ALUMINUM SHALL PROVIDE 2xDIAMETER EDGE q (2)TIE-DOWN CLIP ATTACHMENTS 6. ALUMINNUUMANGLES SPECIFIED HEREIN SHALL BE 6051-TSALUMINUM ONLY. ri \,Lj N.T.S. ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(BY OTHERS)CONSIDER A FRAME �u-a i MEMBERTHAT IS 6061-T6 MW ALUMINUM WITH A MINIMUM 0.096°THICK } 2'.1'.10.30JUM-aVAAX)LONG FLANGE AT ATTACHMENT POINT.PERFORMANCE OF THE RAIL AS A STRUCTURAL IL S 1 d (LLMALUANUM ANGLE CENTERED MEMBERTO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE ABOUT SUPPORT FRAME,TYP. ,� '-` TIE-DOWN CLIP OFFSETS: CERTIFICATION. @ gg qq ppp aF11RAME DIM.1 4.50°MA%OFFSET FROM DATUM FACE S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMgDISSIMILAR MATERIALS TO PREVENT ELECMLYSIS.DIM. 0N OFFSET FROM DATUM FACE 9. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BYCu a DIM•3 25.25'MLN OFFSET FROM DATUM FACE OTME`'UPED� DIM.4 33'PNX OFFBET FROM DAVM FACE10.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED (By LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT THERS),TYP. INCLUDED IN THIS CERTIFICATION.DICFFT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. � 11.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOB NOT PROVIDECU A p INFORMATION FOR A SPECIFIC SITE.FOR SI E CONDITIONS DIFFERBNTFROMTME CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED• DIM.1 p B'0 THRU BOLT WITH ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE INASHERS aNUfPRODUCT REVISED CONJUNCTION WITH TFOS DOCUMENT.CLIP OFFSET DIMENSION SHALL _ ./ S:pN1STENING ANGLE TD 89 oomPlylFlg with the Florida 12.WATER-TIGHTNESS OFIXISFING HOST SUBSTRATE SHALL BE THE FULL BE TAKEN PR OM TX LS SIDE ONLY DATUM FACE BOX SUPPCRTINGFRAME. 6YIldino 0 RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL BU wo. 18 0719.0 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 15-2564RE 5 TIE—DOWN CLIP LAYOUT RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED SC.,EJ mg D n�aB NOTHI F.Flplration D 02J2S/2021 HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING N.T.S. PLAN ( OR LEAKAGE ISSUES WHICH NAY OCCUR AS WATER-TIGHTNESS SMALL BE THE �� 1 NOTE:UNI SHALL BE CENTERED Dy J FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR ABOUT THE 20'RAIL TO RAIL g SUPPORTING FRAME(BY OTHERS) Mlam Product Contra l K L BENNARDO.PE. II RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIO�F :�� EN E�PLDDeD WEw 1 LMR :0 —\_ PE004 DmA �Pr WID TH 33.75, LENGTH 33.7� - �L' '� aXerm .TBD 121W "9 emu P STATE a s�ArL �i O.C`�'••..FCAUY 0. cTuu°PA w°EiAIN IN UNIT� HOLT 9ETi DETAL4N EE OETAL4N O �NIm NurlgTt ODBMSSNE DDT3Npr 0 CONTAIN SI')✓UMTS ORIGINAL S IS ATIIR!l BELL. I C A o�O ZTMIS9TI3T6A m...���m}}}}}}FY MFT. I i (P}TA171('K7P(MIIQ G SFE DETALA 6 O.iBTP U LLO/� �Pj"BpN 4VTMNQ LONG(WO UUU wJ en J U (TACHANGLESTORWJE FMGGTH �""" �21 MOUNT ISOMETRIC VIEW DO Ww Vii" w- _RPENDICULARTO 1 N.Ts. £ FRONT LSO/BACK ISD Z r �>V[, r UPP°RTINGFRAM1E Qp C d �� (MAXI CLEBA°R3A1113E O 1R114,D1ENCE ZX Sym O O Q NrTK(l 3POTHRUSOLT9 d7 WRN INTERFACE 8NVFAT THE I MOLE OR 0 11I �[V WwO PRERFACE BETWEEN ANGLE FRNAE (ltE)-% 2�1"W X30'(MIN). SOT O WW Ue4 W 2 AND FRAME UT )F(4) THRUaous'TYP. I 40'(MAX)LONG(LLH) O 3 LL.. U' S BOLT6WLLlg USED) ALU INUMANGLE 0 yW W CENLFAEDABOUT 0 y SUPPORT FRALE,T'P. y W 5 SUPPORT FpALE(BY BAP D.9063' OTHERS).TYP. CENTER TO CENTER .._ U SUPPOKrFRMIE CJ ti OTNETYP 3 ? z 1 MOUNT EXPLODED VIEW 1SUPPORT ANGLE 1 N.T.S. FRONTLSOKETRIC 1 N.T.S. ELEVATION O --0�06T THESEISOMETRICSARE IWI�N�TRBinn L 6109L19 PER WTENDED FOR BOJ((O. CUR',TYR __ QO 10.1 Z Lu DNOAAUMATIGL R1RP09E9 STE - _ A O 0 tY Q 0 lion ONLY;ALTERNATERHEEMUNTS OO MAYVARY IN APPEARANCE a - `n � _CORNER DORNETtY'O THRU BO1 (arm �° POB TIE-DOWN CLIPWIHWASHER (0.180'NUT FASIENSTm) STEEL) LuTo Lu C1�WMIHUSUPPORT FRAME(6Y 2k1Y1¢'X 30'IMPI-IFMA% NO MIAMI TECH CUP.I2GA = E ANGLE.TYP. °FDFRR09) Tm9 AWMINIIM ANGLE CENTERED ABOUT (0.07)ASCUf�WLR .® SUPPORT FRAAE.IYP. STEEL TECHKR[RRCUTD3IK a TIE-DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS Y® (U-H)AB-x3NUMA•40TMAX)LONG $^.2 (L1H)ALUL9NUM ANGLE � � �6 ABOUTSUPPORTFTUME,TYP. TIE-DOWN CLIP OFFSETS: ` -------- .------ DIM.1 450'MAX OFFSET FROM DATUM FACE g S T DIM.2 26.00'MIN OFFSET FROM DATUM FAQ R o CLT B P© LEY 33g`i3 6 SUPPORT D[M.3 29.00'MIN OFFSET FROM DATUM FACE 1 � FRAME(BY DM.4 13.00'MAX OFFSET FROM DATUM FACE qp M b �g N m '��/ OTHERS)•TYP. S �63 lie H A ° ° PRODUCT REVISED is + ----- DIM.1 0 _______ 318*0 THRU BOLT WITH as complying with the Florida mmaeHrewnreev Eo-- LItP OFFSET DIMENSION SHALL _ .. WASHERS 6.NUT BuI1dIn®Coda 15-2564RE BE TAKEN FROM 771L{SIDE ONLY ,T QTA'jjt01 FASTENING ANGLE TO NOA-No. 18-0719.07 DATUM FACE X SUPPORTING FRAME. F.xplratlon D e 02/25'2021 BTw 'w"LA•LE6s NOTED 5 TIE-DOWN CLIP LAYOUT NOTE UNT SHALL BE CENTERED oF� ABOUT THE 20'r1AIL TO RAIL BY c ], N.T.S. PLAN SUPPORTING FRAME(BY OTHERS) Miamrade Product Control0 RHEEM SALES COMPANY INC. FAANKL�B(NAROO,pE WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIO 5 � ExvLODEovIEw u"rt UNIT eDD NO PE004 �omAiafo,v.e �39.TS LENGTH 3S� - =it; is NmTv. .InrDnn TIFSEISOMETpICSARE .750 �� • K IMMATTCA POR 130 i STATE FL DIA LRAAPNnGL F V RP(SEs T Fmm Y MAYVARYINAPPEARANCE ..,fOR1 g.mT ONLT'E`ERWRERNEEMUNffS UNLip °MOLEo°m 51o Q�GIdRPIIAE ON 3EET1 ANLESS SUX EE OETALLM EE CETA0.4ry D LLS NSM STAINLESS BTEELSCR SLOES O AN d001®a TO CONTROL BOXDOVER SmFS (39--61-TALL MODELS ONLY) ]ao3=T6AmPr C A D y N O "a • (2)a�c+T�1('.3D'pnN)- 0.1870'D Q° ( 4mlMaAT DMG D �z1 MOUNT ISOMETRIC VIEW D W� iYNLLu AWMNUMANGLESWTTH D w LL t�f LENGTHCENTERED 1 N.T.S. FRONT ISO/BACK ISOPERw ,X tl SUPPORTING� ATTACH ANGLES uBoLTSE qg L7 ATTACHwrrH(iANGLES OFIW [MIN)40*(MAX) mOJ1Ym D I4DP �� �pLm3qsi.ZO Fo WITH WASHERA NUTAT THE ATTACH ANGLES TO FRAME YATN I CLEARANCE D REFERENCE ZX CYOFz � INTERFACE BETWEEN ANGLE (1)VOTHRUSOLTS.SEE 3.3'A' 30TA11M)- NIXSLOT D uj u~W Z 000 AND FRAME(TOTAL OF(4) GENERAL NOTES FOR I 40'IMAX)LONG U, y BOLTS WILL BE USED) ADOffDNAL REOIFORCING PLATE ALUNINUMANGLE D y�aZ a USED AT iH1S LOCATION,I'm CENIEREDABOUT W d SUPPORTFRAUE,TYP. D p W w SUPPORT FRAM:(BY s oTMERB1.T By M'_UUM .�.C SUPPORTFRAME 6 CENTERTD GETTER °• 3'— (0Y OTHER51 TYP. 1sz (U i MOUNT EXPLODED VIEW 3 SUPPORT ANGLE 1 N.TS. FRONT ISOMETRIC 1 N.T.S. ELEVATION3083• ` 12 0 INTERNALCL G POST CONTROL t10 SM9 PEA _. d O Z O B 80X(0.130' _ CLIP,TYp. - DD $ RTEEU A O O d # D _ C B D V �, m �0 _ EnLLIW _ CORNER -- CORNER i•O Q 1rM$ a )''m THRU BOLT - - POST ° __ POST cn m f r G NKITFAST"ral�irwa �° (0 L) ° l0 TIE-DOWN CLIP W o ul O CL1P3ro Lu ALUMINUM SUPPORT FRAAff(BY _3'a3kY'X3P(Mp�O 40' NG MUMITEC"CUP:IIGA ANGLE,TYP. OTHERSINOT SHOWN SUPPORT M ANGLE CENTERED ABOUT (D.S')ASTM A03 Fw90 MI �Tp FOR CIARRY TP. STEEL(CUTDM4 MIAA0 SUPPORT FRAMETYP. 4 TIE-DOWN CLIP ATTACHMENTSN 0T'R'IC'T°35K N.T.S. ELEVATIONS '�o 3XP[Ilira 30'(MIN)-401(MAX)LONG 1 ALUMINUM ANGLE CE4iERED ABOUT g�g SUPPORT FPAME.TTP. ....�> `VZ TIE-DOWN CLIP OFFSETS: GLE OFFSET FROM DATUM FAcE 3'x3'x ' 5 I DIM.2 30.00'MIN OFFSET FROM DATUM FACE K� CUB . POC DIM.3 31,00'MIN OFFSET FROM DATUM FACE 0.75' r R0 UPPO0.T DIM.4 13.00'MAX OFFSET FROM DATUM FACE N FRA (BY ey 17 N In4. OTHERS),TYp. 0.125" kk .� g r— 0.216" t 1'K3'.%'RENFORCEMEN7 F eg N CU A O MIN. PLATE AT THE UNDERSIDE OF A ee i 1 _________ ____ THE FLANGE FOR AN F� ' DIM. 0 - 3/8.0 THRU BOLTWTIH OVERALL FLANGE THICKNESS vmL PRODUCT REVISED CLIP OFFSET DIMENSION SHALL WASHERS S NUT SUPPORTING FRA OF 0.2115-MIN,TYP. Bu dln9 Code Wlth the Florida mPrweHr eA®+vmD OVAis° BE TAKEN FROM THIS 816E ONLY L FASTENING ANGLEro (BY OTHERS),TYP.' NOA-NO. �8.p'119,0'� 15-2564RE DATUM FACE BO°L SUPPORTING FRAME. n 6 REINFORCING PLATE EILPIratlonDat 02.25/2021 .,...I'ITB UNLESS NOTED 5 TIE-DOWN CLIP LAYOUT 7 SECTION By N.T.S. NOTE:UNIT SMALL BE CENTERED PLAN mi-D eProduct Control ABOUTT HE 20'RAIL TO RAIL Mia SS SUPPORTING FRAME(BY OTHERS)