Loading...
HomeMy WebLinkAboutProduct Approval Certificate of Product Ratings . AHRI Certified Reference Number:201294083 Date:09-27-2019 Model Status:Active Old AHRI Reference Number:7943535 AHRI Type:RCU-A-CB Outdoor Unit Brand Name:RHEEM Outdoor Unit Model Number (Condenser or.Single Package):RA1648AJ1 Indoor Unit Model Number(Evaporator and/or Air Handier):RH1T4821 STAN 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 regions)for which they meet the regional efficiency requirement. The manufacturer of this RHEEM product is responsibl"r the rating of this system combination. Rated as follows.In accordance with the latest edition of ANSI/AHRI 210/240 with Addenda;l and 2,Performance Rating of Unitary — ; Air Conditioning;&Alr'Source Heat Pump Equipment and subject to rating accuracy by AHRI sponsored Independent,third partjr testing Cooling Capacity(A2)=•,Single or High Stage(95F),btuh:45000 SEER:16.00 EER(A2) Single or High Stage(95F) :;13.00 t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced.°Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accomnanled by WAS indicate an involuntary re-rate. The new published ratino is shown along with the orevious(i.e.WAS)retina. 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 confidential reference purposes.The contents of this Certificate may not,In whole or In part,be reproduced;copied;disseminated; A& 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.ahridlrectory.org,click on"Verify Certificate"link we make life 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 1321407310618329132 ©2019Air-Conditioning,Heating,and Refrigeration Institute . :CERTIFICATE NO.: t ' M A D1ADE MIAMI-DADE COUNTY Wk.0 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.¢oyleconomy 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 MIAMFDADE COUNTY Expiration Date:February 25,2021 �V/�' Approval Date:September 27,2018- Page 1 t 7 Rheem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOAs A. DRAWINGS "Submitted under NOA #I5-0903.08" 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 NOA #I5-0903.08" 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" I. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE I. 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 5c' edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bernardo,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. .7n /�0; Carlos M.Utre/r'a,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 6�h Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. i 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 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 1. None. F. STATEMENTS 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. 4 Carlos M Ur trera,P.E. Product Control Examiner NOA No.18-0719.07 Expiration Date:February 25,2021 Approval Date:September 27,2018 E-3 i I i i i P.E RHEEM SALES COMPANY, INC. - WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEVALUMINUM TIE—DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ; j} }1.D001 iAPPROVED DESIGN ASCE7-10Vu1t=175MPFI 0.750' (Vasd-136 MPH),EXPOSURE't2', SN ZN L 1.250 LL CRITERIA: AT GRADE INSTAATION ONLT_ rN 1)Z9j5•iM�}� �9 s�M�y �e }� �9 19.1 oral• O �\ 00 DESIGN NOTES: er � u nm mxmmuo®nm �um.rFm_ no AL9GWNPE DN SHBT 1 F THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND nus s�arms nor = THE FLORIDA BUILDING CODE SIXTH EDITION(2017)FOR USE WITHIN ANDu,4y O OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA ons stiffrss•mPr PAPr. n x _° O CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR 'OTHER STRUCTURES-SOLID .0 SIM.TO Cl BUT SIM.TO iA)BUT c N �'^ ® ON OPP.FACE o FREESTANDING WALLS'INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES 7 z z z'^ ON OPP.FACE O c Z v ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. m^$Y ® H A C 0.306" O GENERAL NOTES: W� LLNLL N ' TYP rO 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN W 0 =a a n F CONCRETE CON O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Z j LJ s a SIXTH EDITION(2017)&ASCE 7-30.THIS SYSTEM MAY BE USED WITHIN rr1n�rr�1 Q p c SUPPORTING SUPPORTING UAL O AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT Z V pa M dl STRUCTURE BY STRUCTURE BY D INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT ^ O - y OTHERS,NP. B OTHERS,TYP, CONTROL BOX CABINETRY. W W o ti J,-®i a 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE W 4 1 MECHANICAL UNIT 2 MECHANICAL UNIT r—T1.o00, DESIGN OF THIS SYSTEM. 'LL" Z IA o� s w -- 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH W •• ,A 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORT40323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. w p u, s 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM as complying with the Florida MIAMI TECH CLIP:14GA(0.07' MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE Z e 0 E UNITS MAY VARY IN APPEARANCE Building Code ASTM A653 Fu=90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE IXPRC35 C Z.-No. 18-0719.07 (CllTDB)OR 0.080°5052-H32 RESPONSIBILTTY OF THE CONTRACTOR. p (2)-#10 INTERNAL POST Expiration D.7fe 02125/2021 ALUMINUM(CUTDAB),MIAMI S. TAP CONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 Z a TECH KIT#RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3D00 PSI MIN K SMS PER ADJACENT TO RRCIfTOASMK CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL d p06'. Z 2 BRACKET, CONTROL BOX By SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS ¢ m _ ° OWER TMP• (0.130"STEEL) N1lemh d Product Control SHALL BE 010(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS 23 a w p FOOD PANEL CORNER Q STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE U( E l)I 0 POST Q — THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE STE ) B (0.390" 0O APPROPRIATE CORROSION PROTECTION TD PREVENT ELECTROLYSIS, Q^ u id TMP• ~ f31.25" . ALL CONCRETE SPFIED HEREIN IS NOT PART OF THIS CERTIFICATION.F. �O STEEL) oUCLL BLIP© AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4°MIN.e UNIT BASE Q NIi BASE THICK AND SHALLHAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,ANCHOR PER PAN oO UNIT BASE oU PAN o UNLESS NOTED OTHERWISE W gg I SCHEDULE 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM =.r " DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. L± .� S. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY I N LIPQ OTHERS, 3000 PSI E BY CONCRETE B9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND i 33 i3� CONO p v SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN o O S r OTHERS,TCP. © O&© •O PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIFICATION.IXCEPT AS qq aQ' CLI A DIM.1 o EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR g 8 Q&©ARE SIM CONTROL AFFIRMATIONS ARE INTENDED. �, �,y L 30.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE o o b x R AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ � BOX 4 S OPP.FACES ——— INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT BE TAKEN FROM THIS SIDE ONLY DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR nTIE-DOWN B RACKETSREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR y 1 ��TIE-DOWN BRACKET LAYOUT USE IN CONJUNCTION WITH THIS DOCUMENT. !° ely N.T.S. ELEVATION 11.WATER-TIGLTRJE55 OF EXISTING HOSE SUBSTRATE SHALL BE THE FULL 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL wl i ENS URE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY ��R¢xoxa=axs omus• 6 ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS SUBSTRATE DESCRIPTION WATERTIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 15-2543GA E DIM.1 4.50"MAX OFFSET FROM DAVM FACE INSTALLING CONTRACTOR 1 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE �...,.Nis UNLESS NOTED CONCRETE: ()-1/4"0 STAINLESS STEEL ITLW BUILDEX TAPCON, DIM.2 24.50'MIN OFFSET FROM DATUM FACE ro Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE (4"THICK MIN, 1%4 FULL EMBED TO CONCRETE,2 "MIN.EDGE DIM.3 25.25"MIN OFFSET FROM DATUM FACE 30DO PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT 7-10. fi ANCHOR. DIM.4 13'MAX OFFSET FROM DATUM FACE .5 BBomm,P.E RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATION, o (---(1.000• = I. NOP i19m�io.P.E- 4 =LL: 1 ni-� 0.750• * ' Yw. mm UN�5tMt uN�5 M.IyPy,}� g3 S(ery 1.250 '•�OT'• srartn pN .e TThs A uYi �33• M.. �{33• M41' O �'i��S Pumm AAM ew o acw� un.r�ucn�PtNEPe s ro wvru acrutiwE ax aacT i O0.YIQ5 SNEtTDOES NOr X v O ONGIIUL SICJiA.NPEG�FAL, � � s�rsAmvr aaPr. _ SIM.TO CCI BUT O L9 iO k m a SIM.TO l l BUi c o a ON OFP.FACE ?^� ON OPP.FACE D oo Z '�a = o A c o m Q� $° w h W LLch a 0.306° o W� rn t3 u�w TYP. ro ZfTW o •V T2' FS 8 CONCRETE CONC o z�n I�1i D>QQ s oZw Z SUPPORTING SUPPORTING O STRUCTURE BY STRUCTURE BY O Z^ n L m OTHERS,TYP. B OTHERS,TYP. CONTROL BOX W W 0, ®w u MECHANICAL UNIT MECHANICAL UNIT r—T1.000" °NE = 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN mlu THESE ISOMETRICS ARE INTENDED FOR BRACKET M m (2)-510 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07°) U UP TO 35°TALL.(3)-#10 SMS PER UNITS MAY VARY IN APPEARANCE ASTM A653 Fu=90 KSI STEEL BRACKET FOR UNITS UP TO 39'TALL (ONLY(2)SMS SHOWN BELOW) (CUTIN)OR CUTD 5052-H I �; o ALUMINUM(CUTDADS MIAMI Z ADJINTACENTTO� TECH KIT#RRCUTDSMK OR do Z u w RRCUTDASMK g CONTROL BOX < p $ OUVER (0.130"STEEL) p O1 $ PANEL CORNER U w a o po (0.190° D POST - (nU DSTEEL), D (0.190"UN T TYP. D STEEL)PUNIT AN BAS0D UNIT BASE D PUNIT ANBASE CLIF(Bl. 1IiPO ANCHOR PER D PAN D "` W o o SCHEDULE D LLI a ce 3000 PSI MIN '• ..• ' LIPO 4 CONCRETE P. O Op�O •O o o —I o Bk qqqq OTHERS,TYP. B A OL C D E ! Q g I CLIP DIM.1 o f=6 NBN A& ARE SIM 'l A RAND©CUR ON - / BOX OL og t? CLIP OFFSET DIMENSION SHALL � 0 4 OPP.FACES BE TAKEN FROM IN15 SIDE ONLY DATUM FACE 3 TIE-DOWN BRACKETS 4 s. 1 N.T.S. ELEVATION TIE-DOWN BRACKET LAYOUT 1 N.T.S. PLAN 6g ANCHOR SCHEDULE: reonucn REVISwith the TIE-DOWN BRACKET OFFSETS: sena 9'io"deW �eFloridaMa� • • SUBSTRATE DESCRIPTION NOA-2. 18-0719.07 15-2543GB DIM.1 4.50'MAX OFFSET FROM DATUM FACE CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDER TAPCON, DIM.2 28.00°MIN OFFSET FROM DATUM FACE Expiration De 0212 5/2 021 ��'NTSS UNLEas I (4"THICK MIN, I%'FULL EMBED TO CONCRETE,2%"MIN.EDGE DIM.3 29.00'MIN OFFSET FROM DATUM FACE 7 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT BY g� ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE Mlam-Dae roduet Control E g I i � RHEEM SALES COMPANY, INC. PEtI'OK0L M_Y NN De,P.E WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS; 1.000" _LL;' 1 _�''. n •oras 0.750' - •. �nwru! :m JN TS MpY- 3S)SG� VN 15 tMPx 3,S)S[FA, / 1.250-- ��O••.. Y94v r 0 AI M/7j7 PSA� 111EnE 6�NDa® metrK slvunme on sru4r I F aRlxrs sla£r DDa nor DFfiAM AM EMGDA�15 W� W X 0 Dnl@L1L 94lUTln2.5fl14 1 � Q� Sn@rEAOJI/ � SIM.TO;C)BUT = n (n SIM.TO i�BUT O 7 ? ® ON OPP.FACE 7 m ON OPP.FACE 0 $ Z V = o A C 0 �® WM aE 0 m W(a LL�LLSm O W N da . i y 0.306' W OW S�u� i r1 CONCRETE CONCR TYP, r Zrn QV SUPPORTING SUPPORTING O 0 U a g a I$ STRUCTURE BY STRUCTURE BY O Zx OEM M¢ 0 Ii OTHERS,TYP. B OTHERS,TYP. CONTROL BOX D W W U1 W 7i'3_ I eMECHANICAL UNIT 2 MECHANICAL UNIT _ En-1. N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-OWN w THESE ISOMETRICS ARE INTENDED FOR p U c DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM BRACKET UNITS MAY VARY IN APPEARANCE MIAMI TECH CLIP:34GA(0.07") ASTM A653 Fu=9D KSI STEEL o (CUTD8)OR 0.080'5052-H32 Z a (2)-7110 INTERNAL POST ALUMINUM(CUTDAB),MIAMI SMS PER ADJACENT TO TECH KIi N RRCUTDSMK OR S BRACKET, CONTROLBOX RRCUTDASMK O OUVER o d O 0 I PANEL 0 ORNER p (0.130TYR "STEEL) U m w a (0.130" Q POST 8 ,s W Fri I- F d Op STEEL), �Q (0.190 0 § p TYP, p STEEL) Op (37.25' C �w m F pp UN BASE 00 UNIT BASE OO UNIT BASE CIS B W o ANCHORPER 00 PA's' 00 PAN 00 PAN Lu SCHEDULE 9 N n POD 5 ragi 3000 PSI CONCRETE BY e O o e Q 6 OTHERS,TYP. © O&© O DIM.1 y CLI ^p A)&Q ARE SIM _ r`�CONTROL AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ _ _ BOX €f � OPP.FACFS BE TAKEN FROM THIS SIDE ONLY + DATUM FACE i&I 3 TIE-DOWN BRACKETS - .11911 N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT ��� 1 1 N.T.S. PLAN ANCHOR SCHEDULE: PRODUCT REviseFl . . . as complying with the Florida Maaneewxc wc�• TIE-DOWN BRACKET OFFSETS: 'Id.0 15-2543GC SUBSTRATE DESCRIPTION NOA-No. 18-0719.07 [DDIM, M.1 4.50"MAX OFFSET FROM DATUM FACE e CONCRETE: (1)-114'0 STAINLESS STEEL ITW BUILDEX TAPCON, 2 30.00'MIN OFFSET FROM DATUM FACEExplrutlon D 02125/2021 acuslRls����(4'THICK MIN, 1�'FULL EMBED TO CONCRETE,21/i°MIN.EDGE 3000 PSI MIN.) DISTANCE,3'MIN.SPACING TO ANY ADJACENT M.3 31.00'MIN OFFSET FROM DATUM FACE By ANCHOR. M.4 13.00'MAX OFFSET FROM DATUM FACE MIamF-0 d Product ContrDI S I L BENNARDO,P.E. RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIO1�`'' Q . 4 1— 11.0130' o P - 19 � Uryn,( 1 X10 Oryx _* Dx D>eATUTb. U3.•IS"H - 3S;IsIVN 035.15 IAS 3S 0.750" �'Y \'' "'K� 1.250','/ ���.1� '•. f( icw AL O �SSO O ppppAA DiHaA'�iLr,/// � dIUL Aewx>N ///)1j r,arwlm ORTOS PDCYNERr O ABi Mof C9M>1D�tID>al® ANDALSI D.TURE O[IS NO DIGITAL lRGNATDO ON T 7 DAll�SMlTT WE NOT o 'M0O O1Ua LSIGNATIIE�GSFAI. SxEETLSAOV MR . 2!A © �;In 00 ON > > OC' 'e^ wm.81s SIM.TO rC�BUT SIM.TO"b BUT O o Q yJ Iii r m f0 m ' LL ® ON OPP.,FACE ON OPP.FACE O c W 9:111 7O�g e A ` OD �a ><q64 CONCRETE O O W W co N �• SUPPORTICONCRNG SUPPORTING o"H w ®? u $u TRUCTURE BY STRUCTURE BY 0.306" W K w (T OTHERS,TYP. B OTHERS,TYP. CONTROL BOX D 7YP. O o w w .D+o MECHANICAL UNIT MECHANICAL UNIT i—�1.000" U c 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN THESE ISOMETRICS ARE INTENDED FOR BRACKET >= 0 DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM Z ' AMI TECH CLIP:14GA(0.07)ASTM A653 r9 UNITS MAY VARY IN APPEARANCE MIw o Fu-90 KSI STEEL(CUTDSO)OR 0.080" y (4)-#10 NTERNAL POST 5052-H32 ALUMINUM(CUTDAIO),MIAMI a '? SMS PER ADJACENT TO TECH KIT#RRCUTDLK OR RRCUTDALK c) K¢IA 0 BRACKET, CONTROL BOX m o g OLIVER Typ• (0.130'STEEL) -,�-�•� W o $ I JPAN 0.130" POSITERQEL —A U PAN TEEL), B (0.190° 137.25" LI CNP. STEEL) QCLIP(B� LUIT BASE Q UNIT BASE Q UNIT BASE ANCHOR PER PAN PAN a3i SCHEDULE Q m N I1�D 3000 PSI MIN. n o W 6Y CONCRETE BY - " DIM.1 OTHERS,NP. © O&© •O CLIFYAh 3 "Y CONTROL hz R i A BL C ARE SIM CLIP OFFSET DIMENSION SHALL_' __ _ BOX 1 8 AND O(g) ON BE TAKEN FROM THIS SIDE ONLY � - DAVM FACE OPR FACES i 3 TIE-DOWN BRACKETS 4 TIE-DOW_N BRACKET LAYOUT ], N.T.S. ELEVATION ], N.T.S. PLAN M PRODUCT REVISED is , as complying with the Florida mmwxrrxvxDExwess• ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: Noa No Code 18-0719.07 15-2543GD SUBSTRATE DESCRIPTION DIM.1 4.50'MAX OFFSET FROM DAVM FACE CONCRETE: (1)-1/4'B CARBON STEEL SIMPSON STRONG BOLT 2,1�'MIN EMBED 70 Fxptratian Da a 02/25!2021 B�:N75 UNLESS NOF® b CONCRETE,7'M1N.EDGE DISTANCE,3'MIN.SPACING TO ANY AD]ACEM ANCHOR. DIM.2 30.00"MIN OFFSET FROM DATUM FACE a - (4'THICK MIN, 3000 PSI MIN.) Il)-1/4'0 CARBON STEEL POWERS WEDGE BOLT+,2X'MIN EMBED TO OONCREIE, DIM.3 31.00"MIN OFFSET FROM DATUM FACE By 3'MIN.EDGE DISTANCE,3'MIN.SPACING TO ANY ADIACENTANCHOR Mleml-0 d Product Control '(-LJLj l, g SUPPORTING CONCRETE SUBSTRATE DEPTH SHALLBEA MINIMUM 1.SxANCHOR EMBED. DIM.4 13.00"MAX OFFSET FROM DATUM FACE - E EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. 3 ! 1 iR,1KK L BENNMDO,0.E. RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODEDYIEW ; APPROVED DESIGN CRITERIA: __'��• 'P. - UNIF 7*\_ �t UNIT - P TH 28.75' LENGTH 28.76• �* P �� � APPROVED DESIGN 200 PSF LATE{2A� CRITERIA: WIND LOAD srARTRu N UNIT HEIGHT / 'TFp CONTROL 31-MAX 0313 ��. ffi MR BOX EE DETAIL4/I SEE DETAO.4H HOLE 100 PSF UPLIFT R! O AMD/Hll.m.ff TItBIE LS Np €< WIND LOAD O roNTADI AH Bi1°N13A'S , D - (CONCURRENT) °"° /& A TMS SHEEP IB A(9PY DAFT. ALUMWIIMANGIFS YATH D BLENGTH CENTERED OO T® wm�BS PSUPPOORTINNG FRAME �z,MOUNT ISOMETRIC VIEW LL[� SUPPORTING FMLIE 1 N.T.S. FRONT LSO J BACK[SO DESIGN NOTES: uj I ATTACH ANGLEEI TO FRAME CL OW O W WI1N(1)111 0 THRUBOLIS SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ZT7. I0 U WITH WASHER 8 NUT ATTHE —30.1M00-�(L7AX) O 1REFOFA�@NCE ASCE 7-30 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN INTERFACE BETWEEN ANGLE 00.313•TY OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY Ll SdQ 0] !7 n AND FRAME(TOTAL OF(1) ATTACH ANGLES TO I CLLARNICE O ASSEMBLY AS SMOWN.DESIGN PRESSURE REQUIREMENTS SMALL BE DETERMINED BY Z y OZ m 2 F BOLTS WILLBEU5EDj HOLE OR8LOT O A REGISTERED DESIGN PROFESSIONAL ON AID B-SPECIFIC BASIS IN ACCORDANCE ^ D+� 19 FRAME WITH TKRUDDLTS, •B I 2 (A x)uO'(MIN)- CNG �w Pj' O.IeTP — WITH THE GOVERNING CODE. WW p TMRUBOLTS,TYP. AUUMIX)LONG0111) AWMINUM ANGLE SUPPORT FpAME _ _ _ 6G�"RF=TMP. GENERAL NOTES: N BYOTHERSITYP. CENTFR�T1O CETRER 0.3063• , 0 111 W . MOUNT EXPLODED VIEW B°�OOTHERSI TYP. t 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE b Q N.T.S. FRONT ISOMETRIC Y WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION S (2017).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE MGH VELOCITY 7HESEISOMETRICSAREONTENDEDFOH 3 SUPPORT ANGLE 03083 HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT V DIAGRAMMATGL PURPO8150N1V;ALTERNATE RHEEM RESISTANCE OF THE MECHANICAL UNIT CABINETRY. o UNITS USTEDVARY MAPPEAPANCE ], N.T.S. ELEVATION 2. No 33-143%INCREASE W ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN ti Z 1d0• OF THIS SYSTEM. IwU O INTERNAL 3. DESIGN&CERTIFICATION OFTHE UNIT CABINETRY IS APPROVED THROUGH G d POS, OSU.SPER TIE-DOWN CLIP TES-T REPORTR0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 7 xW CONTROLBJGW TYP. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF GQ�, 0 7 Z t (0.730'STEMECHANICAL UNIT SHALL CONFORM TOLIMITATIONS STATED HEREIN.ALL A MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER S O Q H._ _ MwM17E01CUP.140A MANUFACTURER RECOMMENDA17ONS AND ARE THE EXPRESS RESPONSIBILITY OF L;Ip(0.0T)ASTMA6STFI 90THE CONTRACTOR. rmw V MIISTEEL(CECHUM1), S. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITSWV,Xv THRU BR6,ER - CORNER RRCUTD3M SHALL BE 010(14 MIN THREADS PER INCH)GRADE 5 STEEL OR EQUIVALENT 'WTTF1WA91POST I POST ONLY.BOLTS USED TO FASTEN AWMINUM ANGLES 70 SUPPORTING FRAME(BY "" w W IN I FFASTE .119STE9 I 1 (0.180' EQUIVALENT AND to W H 9 OTHERS)SMALL BE ASTM F593 410 STAINLESS STEEL OR m Ul ALUMINUMPSTO STEf:L) SHALL UTILIZE SAE GRADE WASHERS&NUTS.PROVIDE(5)PITCHES MINIMUM ¢ m ANGLE TYP. SUFPORTFRAME(BY Px11Y•%30•IMINI-40•(NA%)LONG PAST THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL DTHERS)NO7SHOWN (L1 M)AWMNUM ANGLE CENIEHED HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL W.fin PoRCURRV,TYP. ABOUT SUPPORT FRAME,TP. FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2%DIAMETER EDGE a TIE-DOWN CLIP ATTACHMENTS DISTANCE. sd 6. ALUMINUM ANGLES SPECff7ED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. 1 N.T.S. ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(BY OTHERS)CONSIDER A FRAME p MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0,094"THICK < } 2U.M)AL[3P(NIN)-40•(MAX)LONG FLANGE ATATTACHMENT POINT.PERFORMANCE OF THE RAR ASA STRUCTURAL 9 � ¢' (LllOAWMWUM ANGLFRAMEERED MEMBER TO SUPPORTTHE UNIT ASSEMBLY SHALL BE PER SEPARATE E ABOUTSUPPOFLTFMME TYP. .P`^�_ — - TIE-DOWN CLIP OFFSETS: CERTIFICATION. 1.02 ) 5 _ S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM Q `¢ ---__ _--__ DIM.1 450•MAX OFFSET FROM DATUM FRES DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. g O/M.2 24.5°•SRN OFFSET FROM DATUM FACE 9. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY 1 b E8 C g Cupp- P© DIM.3 25.25•MIN OFFSET FROM DATUM FACE OTHERS. a F} UPPORT 10.THE ADEQUACY OF ANY EXISTING STRUCRIRE TO WITHSTAND SUPERIMPOSED D g FRAME(BY DIM. 12135'MAX FROM DAVM FACE LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFFSSIONALAND IS NOT pQ OTHERS),TYP. INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, E 8 c �_ NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ®P( Ic 11.TME SYSTEM DETARED HEREIN IS GENERIC AND DOB NOT PROVIDE him OU A INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROMIC [ --- f _ -__- THE CDNDI110N5 DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ggG p DIM.1 p - 3JB'0 THRU BOLT WITH ARCHITECT SHALL PREPARE SITE SPECIFIC DONMBNTS FOR USE IN WASH ERS&NUT PRODUCT REVISED CONIUNCIION WITH THIS DOCUMENT. mvnvOHr��F�,4v s° GIP OFFSET DIMENSION SHALL / CON11LOlr FASTENING ANGLE TD YD ComplyiYg With the FloTlda 12.WATER-TIGHTNESS OF EXIST NG HOST SUBSTRATE SHALL BE THE FULL BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME DYllding Code RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL NDA-No. IM779.07 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 15-2564RE �TIE-DOWN CLIP LAYOUT RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 9GLET NTH UNLESS NO b ExplmtlYn Dp 02/2512021 HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHTNESS SHALL BE THE 1 1 N.T.S. NOTE:UNRBHALL BECENTERED PLAN �1 FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 7 ABOUT THE 20•RAIL TO f7AIL BY SUPPORTING FRAME(BY OTHERS) fdlam ujp Product Control I ,I K E 6SENNARDO,P 549 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATION D� EXPLDDEDVIEW ess:IDA yP.E NI-V UNIT '7'\_-t—UNIT .soD �(1.• ND PE004 �o WIDTH 37.Ts )FNGTH 33.75 _lfC * emso arzer eon ���••. STATE a SspEDATL %.�`�•••..'°LOP G.750 m RA s ADIBICALLY •TMu RT]WN nL °3�LA ""HEIGHT HOE YSS�ONi ®n°°atiD�.0 SEE DtTALN1 EEOETALLU7 0 DRDTAL INATURE ON SH RTHL9SNEETDOESNOT B?TI 0 CoNTNNAN BNdNEF3rS pp O ORIIDTNAL SIGNATURE I SEAL, I C A — TM35Nt}T6AmPY RAFT. 0((0LT Ez a z p I (2 'x1 - D SEE DETALA YIMm $U'• 40'(MA%)LONG(W/) UU yJ J_ �G;"Crhill �z1 MOUNT ISO METRIC VIEW W� u. N. PERPENDICUURro N.T.S. FRONT ISO BACK LSO ° =x�FOy SUPPGRRNG FRgA� 1 £ / O zz 0.Q ' ATTACH ANGLES TO FRAME 30'(MIN)-40'1MAXI 80.313'8 O 16.00' Otm Fo•• ' WITH(1)-%'0 THRUBOLTS CLEARANCE 0 O REFERENCE ORE z w�z WITH WASHER 8 NUTATTHE ATTACH ANGLES TO HOLE OR W W N INTERFACE BETWEEN ANGLE ( ) SLOT V'�W q Z (TOTAL () FRAME WITH(1}!Ce 2'x1•AI:'X00'MIN bN S BOLAND TS BE USED)F4 TNRUDOLT3.TYP. I 40'(MAX)LONG(LLN) O �o: w AWMINUMAN(lE 0 W N w CENTERED ABOUT O W SUPPORT FRAU TYP. V3 s zo.Bv „O P SUPPORT FMME(Bv Omer- SUPPORT CENiERTIIO CENTER � FRAME rL OTHERS), U TP. MOUNT EXPLODED VIEW 3 SUPPORT ANGLE 1 N.T.S. INTERNAL FROM ISOMETRIC 1 N.T.S. ELEVATIONKA qru, THESE ISOMETRICS ARE - )DI0 SMB PER - - - G. N a 2 POST 7 ONTELNOEO FOR PO%(0.130'CONTROL - CLO'. ,A DNGRACALFURPOSES STEEL) _ A V � O OMhMONLY:ALTERNATE RREEM UNITS — s ..- f o FFF.... w a MAY VARY NC APPFJJWNCE O � T F 1�r U — 1n0' CORNEA CORNER Y'O THRU SOLT - g (ST �° r (;°ST TIE-DOWN CLIP a m Wm+WASHER& o Q STEEL) W O NUL IP STENNG O° LT S TO W N LL ALUM SUPPORfFMl1a=(BY 2'A1T11{X30'(M�FB-40NO MIAMITECH CUP:I2GA ANGLE,TW. OTNER9)NOT SHOWN ALUMINUM ANGLE CENTERED ABOUT (0.OT)ASTM AM Fu=901L51 FOR CIARRY TYP. SUPPORT FRAA$TW. TECH NIITSTEEL #RRLCLJ�1 , a TIE-DOWN CLIP ATTACHMENTS 3 i s ' E 1 N.T.S. ELEVATIONS Q m Y x 2'x1.51N8-x3O-(MIN)-40-(MAX)LONG Z g C (LLH)ALUMINUM ANGLE CENIERIA -- x�.�....•.. LA�'� ' ABOUT SUPPORT FRAME.TYP. `E TIE-DOWN CLIP OFFSETS: B e ---'- --'------ [PET 1 4.50"M4%OFFSET FROM DATUM FACE DIM.2 28.00'MIN OFFSET FROM DATUM FACE DC B P© 1 SUPPORT DIM.3 29.00'MIN OFFSET FROM DATUM FACE FRAME(BY DIM.6 13.00'MAX OFFSET FROM DATUM FACE W pp Nf N rn OTHERS), its f ,-- Mill PRODUCT REVISED a �€ L A as complying � -- DIM.1 � U' FAS7ENBNGMGLET0 with the Florida mseucNr EN4'DIEDDND DDB s• E; WASHERS&NUT TMRU BOLT WITH __j CLIP OFFSET DIMENSION SNALL 1.._ NO IA-No.ding CodO BE TAKEN FROM1mVIDEON1, 18-0719.07 15-2564RE i8 DATUM FACE % SUPPORTING FRAME. S Expiration D e 02!25/2021 6GLE;NTS UbIESS NOTED TIE-DOWN CLIP LAYOUT-DOWN CLIP LAYOUT NOTE UNIT SHALL BE CENTERED �'� ABOUT THE 20'RAL TO RAIL BY C 1 N.T.S. PLAN SUPPORTING FRAME(BY OTHERS) Miam eProd—t ContMl0 NARDO,PE III RHEEM SALES COMPANY, INC. 0046549,ty LlT WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIO EXPLODED VIEW UNR UNIT .`• (/,-: r WIDTHmm LEN No PE THESE ISOA¢1RICS ARE .75D i NOYCO Cell INTENDED FOR 1 50 DIAGRAfAWTICAL PURP09E5 STATE t E AL ' O SIGMA 3NA I.ms ONLY:ALTERNATE RHFEN UNITS / �` •.,F1OR1 AmGTMLr MAYVARY W APPEARANCE 0.313 // SS ••• Y r D UNITHEIGNT *�. HOLE //! ONA�CO®QREOMM.. 61'MAK 0 !!11111 II-­TN TNFNCSNp 9ICTAL SIGNATURE ON SIQET I ADD(2)HO%3' ETALL41 EE DETA9.41 O ORTNC:SNRT DDB NDT STAIN STEEL SCREWS AIN AN ENGIN®S TO CONTROL BOX COVER SIDES DRIGDAL5 ANREGSFµ (G9'-51'TALL MODELS ONLY) 0 St1S11aT 6 A pOPF a�P (�M- B0.19TP Tra Lu InWFIn^^V( �2,MOUNT ISOMETRIC VIEW O (fI J ALUMINUM ANGLES WITH W fn V 7 LL RI1yI9i i PERPENDICULARLENGTH CENTERED TSO ], N.T.S. FRONT/5p/BACK 150 O W u'11, Zi <Lu ' SUPPORTWG FRAME ¢< 411.< ATTACHANrr ce TO FRAME -3P(MW)40•(MA10- ¢ 0 WITH(1}-%'OTHRUB T9 09.313'0 O idLO• I WASHEETWEL TTHE ATTACHANGLESTO FRAME WITH CLEARANCE 0 0 RFtERBJCE W W O N Q S_W� 333 INTERFACE BETWEENANOLELTS. HOLE OR (TH AND FRAME(TOTAL OF(4I (iHGENERAL NOTES FOR I 40'(M EE Xx 30'(AOM' SLOT 0 N W ®Z 40'IMAJOIDNG BOLTS WILL BE USED) AOOITIONALREWFORCINGPLATE NKdsw USED AT 7X15 LOCATOR.TYP. I OWMp pEDAABOUT O SUPPORT FRAME(BY 7B p9•- SUPPORT FRAME.TYP. W OTHERS).TYP. MINIMUA LD Q w SUPPORT FRAME 6 CENTERTO CENTER 0.3063 r1 LL [ (BYOTHEUTSNTYP. 1 e i1 MOUNT EXPLODED VIEWo N FRONTISOMETRIC �1 SUPPORT ANGLE 7 1 N.T.S. ELEVATION INTERNAL POST 3Ia wE COL NOSM9PER u q BOX(O.10• CUP.TYP. Q6 'z STEEL) A 0 �SD C B " _ - = ° U 1' CORNER - CORNER W .r SIM 6 YZO THRU BOLT PAST I - POST f _ WF WITH WASHFRA t (0.180' p! (0.19D m N m NUTFASTT3NWG , � TIE-DOWN CLIP < € CUPSTO LuALUMINUMS. .oma. ap ANGLE,TYP. OTHERS NO�f SHOWNY AW NUMAN(4.E)CENTERED ABOUT MIAMITECHCU..IPGA = G2Q FOR CLARITY TVP. SUPPORTFMA�TYP (DD3)ASTMABSOFuRonl G STEEL(CUM14),MUAI 4 TIE-DOWN CLIP ATTACHMENTS TECH I(IT0RRCUTO3SK 1 N.T.S. EE ATIONS c g 3W'xl18'X 301MINJ-40"(MW LONG c p $ ALUMINUM ANGLE CENTERED ABOUT .�� SUPPORT FRAME,TYP. d'""""•"' TIE-DOWN CLIP OFFSETS: y- DIM.1 4.S0•MAX OFFSET FROM DATUM FACE 3.3.%" �cuMill,,�R:l Dirl.3 31.00'MIN OFFSET FROM DATUM FACE 0.7$2 RAE( DM.a 13.00'MAX OFFSET FROM DATUM FACE N S N PIPQ OTHERS),TYP. 0.125" R° m 0.216„ 1LATE A'RFE FORCEMENT UNDERSIDE N LL N A p p O MIN. PLATE AT 7HE UNDERSIDE Of ZS� S THE FLANGE FOR AN C DIM.1 .E -- -- PRODUCT REVISED 1_- ____ - 3/B"O THRU BOLT WITH OVERALL FLANGE WASHERS a NUT SUPPORTING OF 0.216-MIN,TYP. a5 o -Ply(ng-Ith the FloAda meraRewr oRw+esvaG MmnE.•s CLIP OFFSET DIMENSION SHALL- CDNIRDI- FASTENING ANGLE 70 (BY OTHEPS),TP. Bagding COC i BE TAKEN FROM 1'1115 SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. NOA-No. 18.0719.07 15-2564RE b TIE-DOWN CLIP LAYOUT �1 REINFORCING PLATE LS%plratlon Bat 02/25/2021 SCALE1HTSU+� 1 6"=1'-0' SECTION By r--7 7 1 N.T.S. NOTE:UMT E 20'RAIL PLAN Mlaml-D a Pro Mot Control ABOUTTHE RA RAILTO RAIL SUPPORTING FRAME(BY OTHERS)