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HomeMy WebLinkAboutProduct Approval ➢It�'" 911143, 'I g This combination qualifies for a Federal Energy € ®W IF ° Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. %..Vertificcate 0A Product Ratings AHRI Certified Reference Number: 7942888 Date: 3/11/2016 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1642AJ1 Indoor Unit Model Number: RH1T4821STAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: All (AK,AL,AR,AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN,TX, UT,VA,VT,WA,WV,WI,WY, U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name:.. ManUfacturer responsible for ttie'rating of thlS>system combination is RHEEM SALES COMPANY, INC. Ratedias`follows in"accordance"with AHRI Standard 210/240=2008 for UnitaryAir=Conditioningand Air-Source Hem at:Pup Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third art t party esting: ;. a Cooling Capacity-(Btuh):; 41500° EER Rating (Conlin 13:00 SEER Rating.(Cooling): 16.00 IEER Rating (Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and s ,.• confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link k.42Inake lite better" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 131021856154372420 ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: MIAMI•DADE 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.niianiidade.gov/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,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.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and 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,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 wilt 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 maybe 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0903.08 MIAMI-DAoe COUNTY Expiration Date: February 25,2021 1 Approval Date:February 25,2016 �2Il4 ?-Oi Page 1 Rheem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA,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 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. Warter, P.E. C. CALCULATIONS 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 1. Statement letter of code conformance to the 5«'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. Disfributor agreement dated 11/12/2015. o� Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0903.08 Expiration Date: February 25,2021 Approval Date:February 25,2016 E-1 FUNK BENNARDO,P.E. iv RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS !—+1.000• _�1; ED i 0.313°0.750" APPROVED DESIGN 60 PSF LATERA o•.. 9r� CRITERIA: WIND LOAD 79.1 9 � DESIGN NOTES: L7� Z�a - 18-GA ASTM O t m�q W A613 PAINTED O SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED[N ACCORDANCE Z X g s _ STEEL WITH ASCE 7-10 AND CHAPTER I6 OF THE FLORIDA BUILDING CODE SHALL W W W BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES 3 m w CABINETRY w O LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN,DESIGN PRESSURE 13j1'rn 3 y _ SII•I.TO C)BUT =ti O REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN o W-� (.. SIM.TO�...Q BUT o t b k m o PROFESSIONAL ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE p 6 z m UfJ DIN.FACf� Z OM UI'I'.FACE o 0.187" m GOVERNINGCODE. a A GENERAL NOTES: ® 0.30" r0 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN TYP. ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE H Z CONCRETE CONCRETE 0 FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE o 3 SUPPORTING SUPPORTING 0 THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO > o O STRUCTURE BY STRUCTURE BY p CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. O u OTHERS,TYP• B OTHERS,TYR CONTROL BOX 2. NO 33-1/3Yo INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE N DESIGN OF THIS SYSTEM. 1 MECHANICAL UNIT Z MECHANICAL UNIT T-TI.000' 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 o� E S N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP ALL DIMENSIONS AND MINIMUBY M WEIGAN HT T(120ST LAB OF INIMUM)OUTH ORIDA. 0 0. Iu 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL (n O=? THESE ISOMETRICS ARE INTENDED FOR MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE W zw a DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Q 3 c UNITS LISTED HEREIN MAY VARY 1N APPEARANCE FA�!>trw�a'dR®°uy11ti8' � ASTM A653 FU=90 KS1 STEEL RESPONSIBILITY OF THE CONTRACTOR. 1,N= (CUTDB)OR 0.080°5052-H32 S. TAPCONS REFERRED TO HEREIN SHALL BE 1TW BUILDER BRAND,SAE GRADE 9 Drc 02 S&I'L, ALUMINUM(CUTDAB),MIAMI5,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR C,(2)-810 INTERNAL POST NO TECH KIT#RRCUTDSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN WSMS PER ADJACENT TO IAI� PMRRCUTDASMK CLIPS TO MECI1ANifAL UNITS SHALL BE R30(14 MIN THREADS PER INCH) W o CLIP,TYP. (�y/j),,���J� GRADE 5 ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE _ D CONTROL BOX / Y O JPAI UVER By FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE a S � CORROSION PROTECTION TO PREVENT ELECTROLYSIS. �O § PANEL, 0 Om ..�...-• '=�_-•�: .---. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. - O Z TYP$ OitAS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN. u_Q8 � � f31.25 ` THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,„@ j LIP© UNLESS NOTED OTHERWISE. IT BASE QO UNIT BASE Q� UNIT BASE CLIP© 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHOR PER �0 fl PAN PAN 8. ELEDISCTRICAL GROUND,WHEN REQU RED,TOIMILAR MATERIALS TO PREVENT RBE DSESIGNED&INSTALLED BYSCHEDULE __ ' OTHERS. 3. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND �LIPQD SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN m P6 3000 PSI MIN. PROFESSIONAL AND IS NOT INCLUDED 1N THIS CERTIFICATION.EXCEPi AS �' uu EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR CONCRETE BY 'I O OJ�//�CONTROL v AFFIRMATIONS ARE INTENDED. o S � OTHERS,TYP. © O&© OD CLIP® 1 DIM.1 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT &©ARE SIM 11 FROM THE CONDITIONSDETAILED HEREIN,A LICENSED ENGINEER ORAND OCCUR ON CLIP OFFSET DIMENSION SHALL REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR � 5 OPP.FACES BE TAKEN FROM THIS SIDE ONLY ~`- DATUM FACE USE IN CONJUNCTION WITH THIS DOCUMENT. 211. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL p 3 TIE-DOWN CLIPS RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL n 1 N.T.S. ELEVATION 4 TIE-DOWN CLIP LAYOUT ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS $ , 1 N.T.S. PLAN RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE WPfRw FRAWLBENNNMP.E PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY 15-2543GA WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS \VA7ER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OFTHE SCJLLE� Hr.s. s ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS: INSTALLING CONTRACTOR. PADBDescRl""°” 0Y7ALLUNT SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROMDATUM FACE RA131S.RA1324,RA1330, 28.76•R27.76•FOOTPRINT RAJ 336,RA1342,RA1418, ° CONCRETE: (1)-114.0 ITW BUILDER TAPCON ATT CARBON DIM.2 24.50"MIN OFFSET FROM DATUM FACE RA1424,RA1430,RA1618, (4"THICK MIN, STEEL,131,"FULL EMBED TO CONCRETE,3•MIN. DIM.3 25.25"MIN OFFSET FROM DATUM FACE RP1418,RP1424,RP1430, f� 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY RP1518,RC'41 RP7524, "�uI '�+ ADJACENT ANCHOR. DIM.4 13"MAX OFFSET FROM DATUM FACE RD1424 FRANK BENNARDO.P.E. O PE46549 RHEEM SALES COMPANY, INC. 111111 fit WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATt�' . }—}1.000• = No.46 F i 0.313.0.750" 'z Wit. STATE ze: o Do �)�5 {3�5 M �S"M y O O r�rrHNNNHI 1 L�vQ a W 8 9 - 18-GA ASTM O Z^ p W g$g A653 PAINTED O W W w 3 m x STEEL = N K m CABINETRY O O w 3 J :,M.I !('!UU'I' _ SIN.TO iA)GU1 0 W w ZUN 011P.FACE Z'^ ON UPP.FACE o 'I O A c 0.187' 0.306" V TYP' r O 'Z' z L CONCRETE CONCRETE O O 0 3 F SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY D Z " OTHERS,TYP. B OTHERS,TYP. CONTROL BOX n• o 1 MECHANICAL UNIT 2 MECHANICAL UNIT r— T1.o0o p s� e 1 U N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP OK� In Oil••Z Lu THESE ISOMETRICS ARE INTENDED FOR J !!Z!!{{m 8 (2)-#10 SMS PER CLIP FOR UNITS UP DfAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07•) Q �n TD 35"TALL.(3)-#10 SMS PER CLIP UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu 90 KSI STEEL U) N FOR UNITS UP TO 39"TALL(ONLY(2) (CUTD8)OR 0.080.5052-H32 9^N f SMS SHOWN BELOW) ALUMINUM(CUTDA8),MIAMI W o 6 in INTERNAL POST TECH KIT#RRCUTDSMK OR E - 1 'INTERNAL RRCUTDASMK CONTROLBOX N E . OLIVER F-p PANEL, p Z TYR OR g00 Og 00 } —f3s.zs LIP@ I' 00 UNIT BASE QO UNIT BASE QDO UNIT BASE CLIC 0 PAN PAN O PAN �' ANCHOR PER O �O 4� e SCHEDULE �f § s6 S V=7m 6v • IIIryPOD3000 PSI MIN. F �—CONCRETE BYOTHERS,TYP. OCLI A DIM.1CONTROL&©ARE SIM _ _ .__ _AND OCCUR ON CLIP OFFSET DIMENSION SIfALLBOXOPP.FACES BE TAKEN FROM THIS SIDE ONLY DATUM FACETIE-DOWN CLIPS4 TIE-DOWN CLIP LAYOUT ieN.T.S. ELEVATION FNI MOPP. 1 N.T.S. PLAN 15-2543GA APPLICABLE MODELS: F�s v'Mf1�! SC LEl N.T.S. ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: RA 348,RAI 636B.RA1 YB, n.r 19 �,� PAGE TALL RA1624,RAI 636B.RA18428, s>r TaLL uwis SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP 336 RP1348,RP1436,RP1442, l M 37.75•x31.76•FOOTPRINT (1)-1/4"O ITW BUILDEX TAPCON ATT CARBON DIM,2 28.00"MIN OFFSET FROM DATUM FACE RP1448,RP7530,RD7430.RP1536, CONCRETE: RD1436,RP1542,RD1442, By • (4"THICK MIN, STEEL,1% FULL EMBED TO CONCRETE,3"MIN. DIM.3 29.00"MIN OFFSET FROM DATUM FACE RAAJA1724,RANA2036, 3000 PSI MIN.) EDGE DISTANCE,3"MIN,SPACING TO ANY RANA2024 RP/UP1724,RPNP1736, ADJACENT ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE RPJUA7736,RPNP2024 FRANK DENNARDO,P.E. f PE46549 RHEEM SALES COMPANY, INC. s WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATlfi3 ' No.46 g 4 (--4i.000" * 7k z Q 0 0'. �l 1 G 0.313^ o.7so^ Po,�;-, F��RE Fa: 0 J 35 51S�FNG� �35 5 y 1.250 0 % "ll"'S+'o N�{ �\ 18-GA ASTM O Z`l t pm w F A. 3 PAINTED T O w .moi 9 M 3 8 = LUM STEEL V CABINETRY O O y r 3 ^m Sil•1.1'0 i<1 sul" SIM.'10(A)BUT O ,y w p Z ON OPP.DACE Z^� ON OPP.FACE o Q © O C o0 0.167" 4p mU 0.306• CONCRETE CONCRETE TYR O SUPPORTING SUPPORTING Z o O STRUCTURE BY STRUCTURE BY D O T tb OTHERS,TYP. B OTHERS,TYP. CONTROL BOX d m o 1 MECHANICAL UNIT 2 MECHANICAL UNIT 1.000" O N.T.S. FRONT ISOMETRIC N. E 1 T.S. BACK ISOMETRIC Z 1 TIE-DOWN CLIP w z a m THESE ISOMETRICS ARE INTENDED FOR J w 40 DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM Q c s UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07") Lo n w ASTM A653 Fu=90 KSI STEEL 90 E (CUTDB)OR 0.080"SOS2-H32 INTERNAL PLLI o (2)-#10 OST ALUMINUM(CUTDA8),MIAMI �'. TECH KIT#RRCUTDSMK OR 4 SMS PER ADJACENT TO RRCUTDASMK U)0 +, CLIP,TYP. CONTROL BOX B OUVER Q °C o PANEL, D q \ cc ® t7 2 BD Q� �O {- 137.25 - P@ 1Ll �O UNIT BASE QO UNIT BASE DO UNIT BASE CLI B ANCHOR PER Q� PAN _oO PAN QO PAN SCHEDULE � (CI IPOD u IR 3000 PSI MIN. i( -T-) u CONCRETE BY / 4 , 'l a o iIOTHERS,TVP. ® 1 A &O @D CLI A DIM.1 0 D6 (A)&©ARE SIM � o\-CONTROL� jig, NS J, AND OCCUR ON CLIP OFFSET DIMEION BOX_ OPP.FACES BE TAKEN FROM THis SIDE ONLY DATUM FACE 4 3 TIE-DOWN CLIPS 1 4 TIE-DOWN CLIP LAYOUT N.T.S. ELEVATION COPA4d0 iPMIX LOFARVtDOP.E 1 N.T.S. PLAN 15-2543GA ANCHOR SCHEDULE: " �cm0y'°�•'"� SCALE: N.i.S. g TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS: a C2 ��ro 35'T LUNITSPYIONi RAI 360.RA1442A, 35•TAIL 75' SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE RA1448,RA1460, � Cb�d 30.76•:36.Y6•Fool PRINT CONCRETE: (1)-1J4"0 ITW BUILDE%TAPCON ATT CARBON DIM.2 30.00"MIN OFFSET FROM DATUM FACE RA1630,RAI 838A, STEEL,11' FULL EMBED TO CONCRETE,3"MIN. RP/UP2036, (4"THICK MIN, DIM.3 31.00"MIN OFFSET FROM DATUM FACE_ 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY S ADJACENT ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE FRANK BENNAROO,P.E. RHEEM SALES COMPANY, INC. ```\,YA1!{11111111 PE45549 ,WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICA��O�d5 1`? r4 1 11.000, u35 SIM /�3SS�MST/ V35�STMPY- JS SCM ?/ 0.313" 0.750" ��•, F ®:• o ro o qx srarE o Z yy 1.2S0f Ss �INALHI 1 w= xo $ _ 18-GA ASTM O O Y. 5 U LL W o A653 PAINTEDO U4 a W Z d N STEEL = O Z X N O w w o CABINETRY 0 W 111 .a 3 25 W lu rL Z'^ 0 c w q O � a ' ® Sum.ro Li BUT SIN1.'10(A)Bur 0O o - f. ON OPP.FACE IJ ON OPP.FACE A C Z 0.187' F� z 3 Z o0 CONCRETE CONCRETE O O Q m ul SUPPORTING Ind d SUPPORTING STRUCTURE BY �1 § STRUCTURE BY B OTHERS,TYP. D 0.306" 0 E OTHERS,TYP. CONTROL BOX TYP. U oo C 1 MECHANICAL UNIT 2 MECHANICAL UNIT1X1.000" w 30: 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRICTIE—DOWN CLIP En Q 5o� ry W THESE ISOMETRICS ARE INTENDED FOR 9 S DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM 0 C) UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07")ASTM A653 Mu o Fu-90 KSI STEEL(CUTD10)OR 0.080' LL! e h5 (4)-710 INTERNAL POST 5052-H32 ALUMINUM(CLTTDAIO),MIAMI - N .E SMS PER ADJACENT TO TECH KIT 7 RRCUTDLK OR RRCUTDALK O CLIP,NP. CONTROL BOXUVER LLO O PANEL, B _ CLIP@-I7 *37.25" ��� S UNIT BASE Q UNIT BASE Q UNIT BASE !< ANCHOR PER PAN PAN PAN SCHEDULE --- ---_- - ry M 4 LIPOD 6$ 3000 PSI MIN. ' O CONCRETE 6Y O O O O DIM.1 OTHERS,NP. pCLI A p .. �\ CONTROL 6@ '� QA &©ARE SIM CLIP OFFSET DIMENSION SHALL _It, _ _, __`BOX--- AND _ � q BE TAKEN FROM THIS SIDE ONLY a AND OCCUR ON M1 DATUM FACE OPP. ACES . , , .FIR TIE-DOWN CLIPS 4 TIE-DOWN CLIP LAYOUT OOPnM rPANKLSENNQDOPH 1 N.T.S. . - ELEVATION 1 N.T.S. PLAN 15-2543GA ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS: "pQfO"e° BdLE1 N.T.6 FWu �IG PAGE DESCRIPTIO �aN) SUBSTRATE DESCRIPTION --- RA1642A,RA1648,RA1660,RP1360, 51`TALL UNITS DIM.1 4.50'MAX OFFSET FROM DATUM FACE bo 36.75'a 35.75`FOOTPRINT (1)-1/4'0 CARBON STEEL SI MPSON STRONG BOLT 2,1 W MIN EMBED TO ---- RP1460,RP1648,481448,A17RP160, Nltl�l y CONCRETE: CONCRETE,3'MIN.EDGE DISTANCE,3'MIN.SPACING TO ANY AD)ACENI ANCHOR. DIM.2 30.00"MIN OFFSET FROM DATUM FACE 481460,RANA1748,RA/UA1760, r7 N (4"THICK MIN, --- RAIUA2048,RAIUA2060,RP/UP1748, By 3000 PSI MIN.) (1)-1/4.0 CARBON STEEL DOWERS WEDGE NG TO 21`EMBED T CONCRETE,3' DIM,3 31.00'MIN OFFSET FROM DATUM FACE /,, MIN.EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT PNCH00.. -- RPA1P77B0,RPNP2O48,RPAJP2060, l[�J r( SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.SrANCHOR EMBED. DIM.4 13.00'MAX OFFSET FROM DATUM FACE EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. FRANK BENNARDO,P.E. RHEEM SALES COMPANY INC. „Ki`1""" 0PE46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIGiIV` PN�� E - APPROVED DESIGN CRITERIA:*: 65 = E%PLOOEO VIEW - UNIT UNITI O WIDTH29.75� LENGTH 39.`� —'•OD �'•, STA F a$ a APPROVED DESIGN F M'f 7I� 1.59 200 PSF M,, ���,.• � CRITERIA: %AIT I ^ NAL �1 ZLLa a r UNITHEIGHT - L 100 PSF UPLIFiJ11""L� a 1.9 a CONTROL 01'MAX �'., HOHOLEE �� 1��Z�Q SO% SEEOETAR4f � • SEE DETAIL411 WIND LOAD WW MN H1 C �O (CONCURRENT) 3 � ' (3121f1)j'.301NIN7- A O O 4V(MA%)LONG(lLH) / W I ALUMINUM ANGLESWITHJ D 0 OO ~O LEND HCEHTERED MOUNT IS VIEW a PERPENDICULAR TO 2 SUPPORTING FRAME DESIGN NOTES: A6. N.T.S. FRONT ISO/MIX ISO ATTACHANGLESTOFRAME 1 'f0 VATH(1} OTHRU90LT5 I SRE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Z WITH wASHERa NOT AT THE (MIN)-4o-IMAXI— O to.00^ ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN •"� REFERENCE INTERFACE ERaKENANGLE I 00.01]' O OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY Q 0 AND FRAME(TOTALOF(4) CLEARANCE O ASSEMBLY AS SHOWN.DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY ATTACH ANGLES TO HOLE OR SLOT BOLTS WILL BE USED WITH THE PROFESSIONAL ON AJOB-SPECIFIC BASIS IN ACCORDANCE Z 1 FRAMEWill(1}3PO I 2YI a ONG(L)- NI 7HRUBOLTS,NP. 4V(MA%)LONG(LLHI 0.18]Q' WITH THE GOVERNING CODE. a N W qQ ALUMINUMANGLE C CENTERED ABOUT o p SUPPORT FRAME / SUPPORT FRAME.TYP. 0.]OW'•_ GENERAL NOTES: 0 (DY OTI[ftSL TVP. SUPPORTFS. LBYJ p� C� p OTHERS),TVP. CENTER TOGENTER 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE i MOUNT EXPLODED VIEW A 0 V) 8=z N.T.S. FRONT ISOMETRIC T- WITH THE IS SYSTEM MAY OF THE FLORIDA BUILDING CODE FIFTH EDITION 3 F 1 (2014).THIS SYSTEM MAYBE USED WITHIN AND OUTSIDE THE HIGH VELOCITY ll..l w_m THESE ISOMETRICS ARE INTENDED FOR 3 SUPPORT ANGLE —0.]00]- V/ HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT J LNmQ OIAGRAMMATICAL PURPOSES ONM.ALTERNATE RMEEM L RESISTANCE OF THE MECHANICAL UNIT CABINETRY. Q �oU UNITS LISTED HEREIN MAY VARYIN APPEARANCE 1 N.TS, ELEVATION 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN (n (7 n= 1�'•f E-- OF THIS SYSTEM. 9 1�W POST BY 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 IV g CONTROL 51010 SMS PER __ _ TIE-DOWN CLIP TEST REPORT0032J01-15 W K BOX _ CLIP.TYP• __ - 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF W - -- - - - _ MECHANICAL UNIT SMALL CONFORM TO LIMITATIONS STATED HEREIN.ALL = In A MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER Q/ N 70 0 2 fI _ C 4 _ -- MIAMI TECH CLIP'I4GA MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF _ 4 _ r (0.07-)ASTMA6 Fw90 THE CONTRACTOR. K LL 1a _ II KSI STEEL(CUTOI01 S. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS - �0 _ _ _ >; MIAMI TECH KITH SHALL BE 010(14 MIN THREADS PER INCH)GRADE 5 STEEL OR EQUIVALENT O d WITH WASE Eft& CORNER RRCUTD]OK ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BY NUT FASTENING IL II CORNER 1t POST OTHERS)SHALL BE ASTM F593410 STAINLESS STEEL OR EQUIVALENT AND S g CUPS TO SHALL UTILIZE SAE GRADE WASHERS&NUTS.PROVIDE(5)PITCHES MINIMUM rc ALUMINUM I SUP POITMWAE(BY 1 Thl-y X=(MIN)•40TMAX)LONG PAST THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL 'q MOLE,TYP. OTHERS)NOT 9HOwN ALUMINUM ANGLECENTERED HAVE RE CORROSION PROTECTION TO PREVENT ELECROLYSI ALL FOR CLARITY, ABOUT SUPPORT FRAME.NP. FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE2xDIAMETER EDGE r1TIE-DOWN CLIP ATTACHMENTS 6. AUTMINMANGLESSPECIFIEDHERE-INSHALLBE6061-T6ALUMINUMONLY. C� 61 1 N.T.S. ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(BY OTHERS)CONSIDER A FRAME Q 56'� MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094'THICK xx g tet" 2kl"XIW X30-(MIM-4W(MA%)LONG FLANGE AT ATTACHMENT POINT.PERFORMANCE OF ME RAIL AS ASTRUCTURAL K 111.11 ALUMINUM GL CENTERED _ MEMBER TO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE SO TIE-DOWN CLIP OFFSETS: ABOUT SUPPORT FRAME,NP. . "+ APPLICABLE MODELS: CERTIFICATION. e� , DIM.1 4.50'"AX FROM DAVM FACE RAI 318,RAI 324,RAI 33D, 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM -------'- I.--------- DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. T RA1336,RA1342,RA7418, 6 _ ,,� DIM.2 24.50'MIN OFFSET FROM----FACE 9. ELECTRICAL GROUND,WHEN EVENT REQUIRED, T BE DESIGNED&INSTALLED BY 8 F- CLIP@- Up© DIM.7 25.25'MIN OFFSET FROM DATUM FACE RA1424,RAI 430.RAI 618, OTHERS, O a -SUPPORT RP1418,RP1424,RP143O. 10.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED e p DIM.4 13'MAX OFFSET FROM DATUM FACE LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT �t S P@ OTHER), RD1618,RD741 B,RP1524, 0 is N N m LI D OTHERS),NP. R01424 INCLUDED IN THIS CERTIFCERTIFICATIONS OR AFFPT IRMATIONS EXPRESSLY PROVIDED NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. .. 11.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 1 CLI A p p 7 INFORMATION FORA SPECIFIC SITE.FOR SITE CON MONS DIFFERENT FROM COPY) KTIll"LBD0yp0pP.E THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED �D.M.1p y -- 3/B•OTHIRUBOLTIVRH ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 15-2564RE (\{ WASHERS&NUT CONJUNCTION WITH THIS DOCUMENT.CUP OFFSET OIMENSfON SHALL _ ADPIT'7Ap00ltMIA� 6CIILFI N.T.SfQNIROL FASTENING ANGLE TO WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL BETAKEN MRM THIS SDE ONLDATUM FgT.E Box SUPPORTING FRAME. O.fe 6 RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL PACE DESCRIPTIONI ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 31'TALL UNIT 14(1 8 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 29.70'%29.78•FOOTPRINT 5 TIE-DOWN CLIP LAYOUT ►u HEREIN.THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OF OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATERTIGHTNESS SHALL BE THE p_ 1 N.T.S. NOTE:UMT SHALL BE CENTERED PLAN By FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ABOLITTHE 20'RAIL TO RAIL SUPPORTING FRAME(BY OTHERS) FRANK DENNARDO,P.E. RHEEM SALES COMPANY, INC. ,,,PNKLr111„ E46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIG��V EXPLODEDNEW _� _`* 654 .� __<DTH 33.75• LENGTH 33.71" moo.• STATE OF Z' o !so FS .�ORIDP m f S�ONAL EN '`a u a° UNIT HEIGHT _ 1 ` [ 0.313 77f//f111111111111 A (Z T j( ;;s r HOLE `V Q Q I1 U i _ 31 MAX i �Lr�F fQ LL) SEE DETALL NI I 3 EE DETAIL dI O .7 v L 10 Z t L/\ W WW 3W3 C A O O En 3 J Ep Oolu W� i 4R(MINUM NG(LES 0 SEEDETAILA N B 0.1810'X11 G -4b¢ LE GTH MANGlEBW1M rz1 MOUNT ISOMETRIC VIEW UUO �j LENGTH UNG F RED .W PERPENOICULARTO 1 N.T.S. FRONT ISO I BACK 750 z SUPPORTING FRAME 3 (A ATTACH ANGLES TO FRAME —30'(MINI-40'(M )— 00.3130 OO i4.ar } C z WITH(11-%-OTHRUSOLTS CLEARANCE REFERENCE Z m0 WITH WASHER 8 NUTATTME I HOLE OR ATTACH ANGLES TO , O INTERFACE BETWEENANGLE SLOT O Q AND FRAME(TOTALOF(IJ FRAME WITH(1TV0 T,1'w X30'(MIN)- O !Z H W BOLTS WILL BE USED) THRUBOLTS,TYP. d0'(AA%)LONG ILH n1 ALUMINUMAN LONG G p CENIEREDA60UT O 0 _ V p SUPPORTFRAME,TYP. _ y SUPPORTFRAMEIBYJ —ZOar p3p0,T— p ry OTHERS),TYP. CENTER TO CENTER (n S z ,A SUPPORT FRAME Lu Z 1 m IBY OTHERS).TYP. J °1 Lp 6 MOUNT EXPLODED VIEW QSUPPORT ANGLE tn L9 1 N.T.S. POST fR FRONTISOMETRIC 1 N.T.S. ELEVATION O O 6 _ W 1HESE ISOMETRICS ME C�TBOX - r)PIOSMSPER INTENDED FOR _ — CLIP,TYP. -_ _ NDLAG':RAMMATICALPUNPOBES - — A O ONLY;ALTERNATE RHEEM UNITS r — O In o LISTED APPEAWRANCE ARYW D _ _ D 'CORNER �1 -- t CORNER VATHWASHER& it al POST POST TIE-DOWN CLIP p� NUTFASTEWNG LL CLIPS TO 1O ALUMINUM y SUPPORT FRAME(BY � MUNO TECH CLIP:I2GA ? 'Zt1YJQX70'0AIN1-4P(NA%)LONC (0047 ASTM A653 Fu•90 KSI .S ANGLE,TYP. 01HENS)NOTSNOWN ALUMINUM ANGLE CENTEREOAOOUT FOR CLARITY,TYP. STEEL(CUIU14).MIAMI A SUPPORT FRAME,TYP. TECH ItIT1 RRClR071K �1TIE-DOWN CLIP ATTACHMENTS N.T.S. EIEVATI0N5 2l[I�tt/8"a30"(NIN)-d0"(MAX)LONO (LUQ ALUMINUM ANGLE CENTERED- ABOUT SUPPORT FRA ME,TYP. -� TIE-DOWN CLIP OFFSETS: APPLICABLE MODES: y T " DIM.I 4.50"MA%OFfSET FROM DATUM FACE RA1348.RA1436.RA1442B. �)( DIM.2 28.00'MIN OFFSET FROM DATUM FACE RA1624,RAf 6368,RA1642B, Y` CIIP@- uv© RP1336,RP1348,RP1436, .67rj UPPORT DIM.3' 29.00•MIN OFFSET FROM DATUM FACE RP1442,RP1448,RP1530, jLIZ. FRAME(BY DIM.4 13.00'MAX OFFSET FROM DATUM FACE RD7430 RP1536,RD1436, a ® Q N F ry m U 0 OTHERS),ttv. RP1542,RD1442,RAIUA1724, 222 b RA/UA2036.RAAJA2024 COPYRLi1FFM1IXL BDONPDOPE RPIUP1724,RPIUP1736, CU A FiJVUA1736 RPA1P2024 woF3Yla. 5- 4RE £ DiM.1. o Y- --------- 3/8'WASH THRU BOLT WITH F7m10nB � PAGe N.PTI g CUP OFFSET DIMENSION SMALLMASHERS&NUT tar. 2016 � PAGE DESCRIPTION: BE TAKEN FPOM TFIIS SIDE ONLY F.ONTAL7L NTNG ANGLE TO 31'TALL UNIT DATUM FACE ON SUPPORTING FRAME. � 35.74'X 36.76-FOOT PRINT 5 TIE-DOWN CLIP LAYOUT NOTE:UNIT"LL BECENTERED 7 ABOUT THE RAIL TO RAIL Q 1 N.T.S. PLAN SUPPORTING FRAME(BY O7NER5) O \\\\\LL �•B Fll/Fr t46549 RHEEM SALES COMPANY, INC. \,P� . ' PENK NAR00,P.E. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICAT-10 S� low 1* EXPLODED VIEW l UNIT 7 \/ ��UNT —.`•'� "O•' * 1p N m O ��vlDDl36 LENGTH 35.75'- 'E— I 1 •,• STATE OF THESE ISOMETRICS ARE\ " T .T50 1.350 �'%�'`FS;•F��R10P,• 12 81 INTENDED FOR I /// S�',.'... jjjJ...O Z DIAGRAM MATICALPURPOSES _ ONLY;ALTERNATE RHEEMUNRS LISTED HEREIN MAYVARYN I ///rfittll}177NL\ W U vX b APPEARANCE - 0.313 >1 IT)LL W y UNIT HEIGHT HOLE /F� Q 51'MAX {.) L Ill$Z o Is A5D(2)0I0XY EE DETAIL 411 SEE DETAIL 411 ZX NW j 1Z STAINLESS STEEL SCREWS W W ~J 25 TO CONTROL BOX COVER SIDES 0o (35'51'TALL MODELS ONLY) OO N 3 Y C A O O°M LU (2)3k3'1J3'v 30TMIN). B D.1BTP O — Q ALUTAA%j LONG D 2 MOUNT ISOMETRIC VIEW O ALUMINUM ANGLES WRH V ;. LENGTH CENTERED1 N.T.S. FRONT ISO/BACK ISO Z PERPENOICUTAR TO Ii 1--1 SUPPORTING FRAME I _t —70'(MN)-40'(MAX) O Z ATTACH ANGLE$TO FRAME O 3 00.313-0 1400' 1'• WITH(1} 'O THRUBOLT$ I I(II CLEARANCE O REFERENCE Z O O () I WITH WASHERS NUTATTHE ATTACH MOLESTS FRAME WITH I Q rl p INTERFACE BETWEEN ANGLE HOLE OT (I)-3V THRUBOLTS.OR 01(]141-x 30(MIN)- SLOT O N 1L ANO S AMEWILL BE TAL USED) (4) GENERAL CNG PLATE I A UMAx)INUM NO m F' BOLTS WILL BE USED) AOort10NALREINFORCINO PLATE ALUMINUM ANGLE OO •.`Q USED AT THIS LOCATION,TYP. CENTERED ABOUT SUPPORTFRAME,TYP. O p n SUPPORT FRAME(BY 2p,pp• V O.. OTHERS),TYP MINDAUM O •• SUPPORT FRAME 6 CENTERTOCENTER 0.3055' W W n m (BY OTHERS),TYP. 1 J i MOUNT EXPLODED VIEW s SUPPORT ANGLE �I(yjI Q 5 1 N.T.S. F0.0NT ISOMETRIC 1 N.T.S. ELEVATION OSW3' C,n yj POST BY "lUl O CONTROL LU O% 7)010 SMB PER — O ll.l O p CLIP,NP. A 0 U)0 - - L B f LL 20 7 CORNER CORNER L00' Y.'0 THRU BOLT I( 10 POST (, IN. ° POST NU FASATENNO °' E° TIE-DOWN CLIP CLIPS TOfg1ALUMINUM SUPPORTFMME(OY \' 2 3'x3T0)•%30'(MINj-40'(MA%) MIAMI TECH CLIP:I2GA ^ ANGLE,TYP. OTMENS) NOf SHOWN ALUMINUM ANGLE CENTEREDABOUT FOR CLARITY,TYP SUPPORT FRAME.TYP. (O STEEL(CUTDI4L NMI B (T)TIE-DOWN_ _ ___CLIP_ATTACHMENTS TECHKTpRRCUTD36% O N.T.S. ELEVATIONS £o 3YJ'1O/B'x30'(MIN)-40"(MAX)LONG 1 ALUMINUM ANGLE CENTERED ABOUT 5454 SUPPORTFRAME,TYP. "— TIE-DOWN CLIP OFFSETS: _________ ______-__ DIM.1 4.50'MAX OFFS FROM DATUM FACE 7'X3'xYs" q IAN I., P. BB5 T DIM.2 70.00'MIN OFFSET FROM DATUM FACE ���� p CLI B ° CTJP© DIM.J 3I.00'MIN OFFSET FROM DATUM FACE O.7S" a p y UPPORT DIM.4 13.00'MAX OFFSET FROM DATUM FACE � yyy p°, FRAME(BY --- Q N N m Ll'K OTHERS),TYP. 0.125' 3 . APPLICABLE MODELS: 0.216" T COPYpgHTHIMCLSERNA9WPE N E 1'aI°x11'REINFORCEMENT CL] A p O RA1360.RA1442A, MIN. PLATE AT THE UNDERSIDE OF RAI448,RA1460,RA1630, THE FLANGE FOR AN 15-2564RE ---------- DIM.1 3/S'O TNRU BOLT WRH - --' OVERALL FLANGE THICKNESS SCALE. N.T.S. L-11? - RAI636A,RP/UP2036, GF 0.216°MIN,TYP. ApPFOLed womu 'OSTMd7 d!♦p WASHEPS B NUT SUPPORTING FRAME PAGE DISLRSPTIONI CLIP OFFSET DIMENSION SHALL i („\CC{jNTROL FASTENING ANGLE 70 RA1642A,RA1648,RA7660, F7a1Q.B BE TAKEN FROM THIS MME ONLY —�� RP1360,RP1460,RPI 548, (BY OTHERS),NP. I)re 2 51'TALL UNIT C DATUM FACE 80% SUPPORTING FRAME. RD 1448,RP 1560,RD1460, s REINFORCING PLATE � 36.76'[35.76' 00T PRIM 5 TIE-DOWN CLIP LAYOUT RA/UA1740,RAU 780. 1 RA/UA2048,RANA2060, 6"=1'-0" SECTION N.T.S. NOTE:UNIT SHALL BE CENTERED PLAN 1 BP ABOUTTHE20"RAILTO RAIL RP/UP174B,RPNP7760, SUPPORTING FRAME(BY OTHERS) RP/UP2046,RPNP2060,