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HomeMy WebLinkAboutProduct Approval FILE COPPY RECEIVED JA`J,,AR 01 7017 MIAMI-DADEN 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) wNyw.miamidarle.govIeconomy 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 Application's APPROVAL DOCUMENT:Drawing No. 15-2543GA,titled"Wind Load Certification of Mechanical Unit Cabinctry and Steel/Aluminum Tie-Down Clips:At Grade and Roof Mounted Applications", sheets I through 7 of 7,dated 05/14/2015,revised on 11/20/2015,prepared by Engineering Express,signed and sealed by Frank L.Bernardo,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miat-ni-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. TERAMATION of this NOA wi I I occur after the expiration date or if there has been a revision or change in the materials,use,and/or inanuf4cture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shalt 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 consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MCI A M 1,M&D�A D WE NOA No. 15-0903.08 C?0 U N MTY ..M Expiration Date:February 25,2021 Approval Date:February 25,2016 Page 1 Rheem Sales Comnai y,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 5ch 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. 02 Iglv'i6 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 IONI IIINARDO,1,1, RHEEM SALES COMPANY, INC. 4 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS - -------------------------------------------- 0313WSJ 0.7scr APPROVED DESIGN 0N 60 PSF LATERA CRITERIA, - A 1.250 WIND LOAD Z,2875 ,�141, .19 18-GA ASTM OD DESIGN NOTES: A653 PAINTED SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE Z Z WITH ASCE 7 10 AND CHAPTER 16 OF THE FLORIDA BUILDING ODE SHALL IN a tq STEEL CAPACITY N OR EQUAL TO VALUES w CABINETRY 'N' BE LESS THAN THE DESIGN PRESSURE CA _S LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN,DESIGN PRESSURE re SIM.TO( BUI t4 SIM.TO�A)BU REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN Z ON 011p,FACT 0 t� ACCORDANCE SHALL CS T,I ON UI'11.FACF. PROFESSIONAL ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH PIE 40'qu m of GOVERNING CODE. A c 0.187' H 0.306" GENERAL NOTES: TVP, 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN z I ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CONCRETE CONCRETE SUPPORTING Upp IT,TE SUPPORTING FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE z THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO -:t STRUCTURE BY STRUCTURE BY 0 CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. z 0 Kn OTHERS,TYP. OTHERS,TYP, CONTROL BOX IT,I 2. IN 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE r I DESIGN OF THIS SYSTEM. r-T'-� MECHANICAL UNIT' z MECHANICAL UNIT 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TES T REPORTLO. 323.01-1 5 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 0 N.T.S. FRONT ISOMETRIC 1 BACK ISOMETRIC TIE-DOWN CLIP '. ALLUM)DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMOF u Q') 0—ru MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN,ALLAK o DIAGRAM THESE ISOMETRICS ARE INTENDED FOR MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE -A U.3 MATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS A UNITS LISTED HEREIN MAY VARY IN APPEARANCE AppnNC4 a. Wbhdo SIM A653 Fu=90 KSI STEEL RESPONSIBILITY OF THE CONTRACTOR. e ( (CUTDS)OR 0.080'5052-H32 S. TAPCONS REFERRED TO HEREIN SHALL BE I7W BUILDEX BRAND,SAF GRADE (2)-#10 - ALUMINUM(CUTDAB),MIAMI S,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR MS PER INTERNAL POST NO 0 ADJACENT TO mtww TECH KIT#RRCUTDSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN CLIP,TVP. RRCUTDASMK CUPS TO MECHANICAL UNITS SHALL BE#10(14 MIN THREADS PER INCH) CONTROL BOX GRADE 5 ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE LIVER z FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE w U W Bg CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Typ6. ALL CONCRETE SPECIFIED HEREIN I S NOT PART OF THIS IS CERTIF ICATION. Z 0 AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN. 0 :1,31.25. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, 00 UNIT BASE 0 UNIT BASE UNIT BASE 0 CLI B @ LIPUNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHOR'.. 0 0 PAN PAN 9 PAN SCII—l'.. DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, S. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND 3000 PSI MIN. LIP@ SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN CONCRETEBY r PROFF5SIONAt.AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR OTHERS, P. AFFIRMATIONS ARE INTENDED. @CLI P0 DIM.I 6 10,THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE A • 4' (2S)&(g)ARE SIM \.� CONTROL INFORMATION FOR A SPECIFIC SITE, FOR SITE CONDITIONS,DIFFERENT AND OCCUR ONBox FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR CLIP OFFSET DIMENSION SHALL REGISTERED ARCH 18 OPP.FACES BE THIS SIDE ONLY ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR DATUM FACEU SE IN CONJUNCTION WITH THIS DOCUMENT. R TIE-DOWN CLIPS Ill WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL N.T.S. ELEVATION t'_4�TIE-DOWN CLIP LAYOUT ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS N.T.S. PLAN RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN,THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 15-2543GA WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE SCALE, KT.S, I 9 ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS; INSTALLING CONTRACTOR. PAGE DESCIUPrION, SUBSTRATE DESCRIPTIONDIM.1 4LSO-MAX T_ RA 336,RAI342,RA1410, TALL UNIT FOOT PRINT OFFSET FROM DATUM FACE RA131B.FA1324.RA1330, 3r 1 CONCRETE: (1)-114'0 ITW BF1 DEX TAPCON ATT CARBON DIM.2 24.50"MIN OFFSET FROM DATUM FACE (4"THICK MIN, STEEL,1-"FULL EMBED TO CONCRETE,3"MIN. RA1424,RA1430,RA1618, r7 3000 PSI MIN,) DIM.3 25.25"MIN OFFSET FROM DATUM FACE RP1418,RP1424,RP14301 EDGE DISTANCE,3'MIN,SPACING TO ANY RP1616,RD1418 ADJACENT ANCHOR. DIM.4 13"MAX OFFSET FROM DATUM FACE RD1424 .RPI524, FRANK UNNAR00,P.E. RHEEM SALES COMPANY., INC. #PE46549""Of...I" 0 Z' WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATkg%'.-' C EA Z �ig i--41'000' No.46 E r4 Z &MAE SN ry 0.313"�_�10.750" moo'rF..S STATE(IFil 40M�w - 1.250 AN' UON, RC, 18-GA ASTM ficalzfl STEEL A653 PAINTED U?I; CABINETRY sjm1-0cin BUT 'SIM.10 BUT 0 Z ON OPP.FACE ON OPP.FACE A c 0.187" CONCRETE0.306' ir, u CONCRETE Q Typ. fy SUPPORTING SUPPORTING iS STRUCTURE BY STRUCTURE BY OTHERS,TYP. D OTHERS,TYP. CONTROL BOX 0 MECHANICAL UNIT r2-"\ MECHANICAL UNIT — N.T.S. FRONT ISOMETRIC N.T.S. BACK ISOMETRIC 1.000- 0 TIE-DOWN CLIP U0 jj J. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; its UNITS LISTED HEREIN MAY VARY TEIll w MIAMI CH CLIP:14GA(0.07') ce.J! ASTM A653 FU 9D KSI STEEL w-'s ' (CUTD8)OR n8l)'5052-1132 qx0 INTERNAL POST ALUMINUM(CUTDA8),MIAMI SMS PER ADJACENT TO TECH KIT*RRCUTDSMK OR uj M CLIP,TYP. CONTROL BOX RRCUTDASMK 0 OUVER U)z PANEL, TYP. Bp 2 DQ tf-137.25— ria 0 UNIT BASE UNIT BASE UNIT BASE CLI P�,4CLIP@ PAN SCHED'­ ANCHORPER 0 PAN PAN 7d t I SIEJ U' PA 3000 PSI IN 1.(CLIfl o P(g) CONCRET BY OTHERS, P. OA @gg C L I P_';A� D M.I Q�l I I (E)&(g ARE SIM ?' CONTROL AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ BOX OPP.FACES • ---------- ffffAiZE POM**ffffS E ONLY ONLY TIE-DOWN CLIPS DATUM FACE N.T.S. ELEVATION TIE-DOWN CLIP LAYOUT S. PLAN 00PMGNTFRWLKW.4=PZ 15-2543GA ANCHOR SCHEDULE: ApP—dwc-pfyft____ I, TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS: _MLE: SUBSTRATE RA 360,RA1442A, PACIR DESCMPTIONs I DORI 20/& 3Y TALL UNITS s DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM ACE RA,448,RA1460, 35'75'.35.76'F00T PRINT CONCRETE; (1)-ij4"0 ITW BUILDEX TAPCON ATT CARBON DIM.2 30="MIN OFFSET FROM RA1630,RA1636A, bvww coww DATUM (4-THICK MIN, STEEL,1Y,"FULL EMBED TO CONCRETE,3'MIN. DIM.3 31.00' RP/UP2036,MIN OFFSET FROM DATUM FACE By 3000 PSI MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY r ADJACENT ANCHOR. DIM,4 13.00"MAX OFFSET FROM DATUM FACE FRANK BENNARDO,P.E. 'N RHEEM SALES COMPANY, INC. *IE41,149 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLIC .46 9 A I 0.313"10.750" C. NATE Z g 1.250 oploi co *l*,0lVA 18-GA ASTM I/Immill t W x 9 - ®rr. -6 "! A653 PAINTED 0 Cl: >Q�1� j° STEEL ID <g U) (9 CABINETRY 5 z �-i Bq W t�u . 3: �:!� 3: z z 0 0Wwwa Sim.IU CC;Bui ON OPP.FACE ON DPP.FALL' C! 0 A C 0.167" 6 CONCRETE CONCRETE z Lp� T SUPPORTING SUPPORTING <CL Lb STRUCTUREBY Ca STRUCTURE BY 0.306 Yn a Z OTHERS,NP.. B OTHERS,Typ. D CONTROL BOX TYR 0u a,-( t� MECHANICAL UNIT t/�2 0 MECHANICAL UNIT 0- N.T.S. FRONT ISOMETRIC 1N.T.S. I.ODT BACK ISOMETRIC TIE-DOWN CLIP L9 THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07')ASTM A653 LLI 0 0 (4)-#10 FU.90 KSI STEEL(CUTD10)OR 0.080- LL1 a 5 INTERNAL POST 052-H32 ALUMINUM(CUTDA10),MIAMI SMS PER �0 ADJACENT TO TECH KIT#RRCUTDLK OR RRCUTDALK w x OLIVER CUP,Typ. CONTROL BOX '� 0 9 PANEL OZ Typ. 137.25— LIPIQ CLI B eta L' UNIT BASE UNIT BASE UNIT BASE IANC—P— PAN PAN PAN SSg SCIIEDULE— T LIP@ 3000PSI MIN,— CONCRETE BY • OTHERS,Ty P. !qDIM�il /."(BOXCONTROL (6)&Q ARE SIM S� OFFSET DIMENSION SHALL AND OCCUR ON BE TAktff0k6m'fF(ffSlff dNi7Y OPP.FACES DATUM FACE TIE TIE-DOWN CLIP LAYOUT (_3 -DOWN CLIPS . . . . e k'j�j N.T.S. ELEVATION 1 N.T.S. PLAN COPOMFEAWLBOVAMPL ANCHOR SCHEDULE: 15-2543GA TIE DOWN CLIP OFFSETS: APPLICABLE MODELS DAN* RA1642A,RA1648,RA1660,RP1360, SUBSTRATE DESCRIPTIGN DIM.1 4,50"MAX OFFSET FROM DATUM FACE CONCRETE: ON STEEL SIMPSON STRONG BOLT 2,1 W MIN EMBED TO RPi460,RP1548,RD1448,RP1560, =L..'I'116100T PRINT (4-THICK MIN, CONCRETE,3'MIN.EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT ANCHOR, DIM.2 30,00'MIN OFFSET FROM DATUM FACE RD1460,RAfUA7748,RAlUAI760. (1)-1/4*0 CARBON SI EEL POWERS WEDGE BOLT.,21'EMBED TO CONCRETE,E,3' DIM,3 31.00"MIN OFFSET FROM DATUM FACE 3000 PSI MIN.) RAfUA2048,RAAJA2060,RPfUP1746, ANCHO CHOREMBED. -MIN,EDGE DISTANCE,3*MIN.SPACING TO ANY ADJACENT 0 C"'T RPIUP1760,RPIUP2048,RPJUP2060, }$ SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM N DIM.4 13.00'MAX OFFSET FROM DATUM FACE EITHER ANCHOR I'll..IHIS SC.EDllLEMAY BE USED FOR INSTALLATION. FRANK BENNARDO,P.E. RHEEM SALES'COMPANY INC. ePE40549 t `pNK L X", q.WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI APPROVED DESIGN CRITERIA 65 -y-•- (� S UNIT. ^-`...� •�U� EXPLODED VIEW ')}'' 4`ADTH 29.75" _ _ LENGTH 29.75 - _ 600 •,• 5.ja Z APPROVED DESIGN - F — m 7c� '�° 200 PSF + io CRITERIA: WIND LC`I A }� 'LLa� - UNIT HEIGHT �v NAL +`�I+l y S..D•C 1. CONT80% '-.F 31'MN( ^+-� - HOLE Z00 PSF UPLIFf)31( 4t w V l X 6 EEDETAIL VI SEE DETAIL41 I_01 4 g UW,i�D WIND LOAD ZX ,;m� ° O (CONCURRENT) wW r4a3 nir ssvr:�arMwl- A 0 N F 3 ALUMINUM ANGLES WITH D � O rM0 < • LENGTH CENTERED � DESIGN NOTES' ' PERPENDICUTARTo [ '_1 MOUNT ISOMETRIC VIEW SUPPOATING FRAME I NTS FRONT ISO/ O V ATTACHANGLES TOFRAME ' WITH VA,'OTHRUBOLTS I Q IO�, SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Z WT.WASHER S NUTAI THE —20.4MIN)-a0"{MM1FJ— ASCE 7.10 AND CHAPTE0.16 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN I"'+ N 3' INTEflFAC£BE74tEEN ANGLE 80.313:T ((T� REFERENCE OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANYAND FRAME(TOTAL OF(4) ( CLEARANCE FFIIV o'er BOLTS NMLLBEUSED) ATTACHANGLESTO NOLE OR SLOT 11 ASSEMBLY AS SHOWN.DESIGN PRESSURE REQUIREMENTS SMALL BE DE(ERMINED BY O+ FRAME WIHI{i}}t'O 2ki'Sd:-><9 4UJ{{TT A REGISTERED DESIGN PROFESSIONAL ON AJOB-SPECIFIC BASIS IN ACCORDANCE Z O O 1HRUBOLTS,NP. ( �40•(NAX)LONG(LLHI 0.1870'?iI WITH THE GOVERNING CODE. Q m 0 ALUMINUMANGLE _ UU (1„ 1� CENTERED 4@OUT PI SUPPORT FAME SUPPORT FRAME,TYP. 0 �T �/ {� (BYOTHERSLTYP. J —2DOD B. — GENERAL NOTES: p �a MOUNT EXPLODED VIEW SUPPOOT ERS).TIP. CCNTER TO ENTER (� 0 F OTHERS),7YP. i. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE O ' 1 N,T.S. FRONT ISOMETRIC O WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION V) �Z. 3 SUPPORT ANGLE HURRICANE THISZONE. MAY SI USED WITHIN INTENDED TO E THE HIGH VELOCITY 'h THESE ISOMETRICS ARE INT ENDED FOR 3063' HUHRICRNE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT � W1�T W q DIAGRMIMATCAL PURPOSESONLY;ALTERNATE RHEEM ..�.- _�� RESISTANCE 4F THE MECHANICAL UNIT CABINETRY. < KO UNITS LISTED HEREW MAY VARY IN APPEARANCE 1 N.T.S. ELEVATION 2, NO 33-1/3%INCREASE IN ALLOWABLESTRESS HAS BEEN USED IN THE DESIGN (() (7m + OF THIS SYSTEM. ¢n W POSTBY 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 F,� G CONTROL 5J010SMSPER - TEST REPOR7f0323.01-SS,BY AMERICAN TEST LAB OF SOUTH FLORIDA, oa0 4$ DO%�'., CMP,TYP. TIE-DOWN CLIP 4. ALLDIMENSIONS AND THE MINIMUM WEIGHT(12D LB MINIMUM)OF jjj O MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL O PI = T A MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER m lil f C YI MIAMI TECH CLIP:I4GA MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF. NCS D -- B - - (007'1 A57M A650 Fw90 THE CONTRACTOR. F-g KSISTEEL(CUTD101 M• Y,'O THRU BOLT * Ii MIAMI TECH KRO 5. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS 0 + t , iT ^~CORNER RRCUTD3W SHALL BE 010(14 MIN THREADS PER INCH)GRADE 5 STEELOR EQUIVALENT E p 8 WIRI WASHERS 9 T` �``� ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BY 3g' NUTFAST£NING TI CORNER Ct B CLIPS TO I POST � POST OTHERS)SHALL 8E ASTM f593410 STNNLE555TEE{.OR EQUIVALENT AND ALUMINUM SVPPORT FRAME(BY �- SHALL UTILIZE SAE GRADE WASHERS&NUTS.PROVIDE(5)PITCHES MINIMUM ' ANGLE,TYP. OTHERS)NOT SHOtM4 L2'XI X30gmfN Ap{MAX)tONG PAST THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL LL, FOR CIARRY TYP, ULMI ALUMINUM ANGLE CENTERED HAVE App CORROSION PROTECTION TO PREVENT ELECTROLYSIS,ALL @ /�4�� ATTACHMENTS �L-� �^.L��,T AB OUT SUPPORT FRAME,TYP. FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDIAMETER EDGE R • `TIE-DOWN-CLIP AI IAC MENTS 6. AUMISTANUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. &;p 1 N.T-S. ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(DY OTHERS)CONSIDER FRAME ,„ a Kt' 2'k151T73'a70'(MIM-A0'(MAX)LONG MEMBERTHAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094'THICK T5 (LL)ALUMINUMANOLE CENTERED FLANGE AT ATTACHMENT POINT.PERFORMANCE OF THE RAIL AS A STRUCTURAL ' ABOtR SUPPORT FRAME•TYP, ' MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE y ! TIE-DOWN CLIP OFFSETS: APPLICABLEMOOELS CERTIFICATION. T --------- DIM.1 4.SD'NA%OFFSET FROM DATUM FACE RAI 318,RAI 324.RAI 330, 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM E � _ i --------- RA1336,RA134 RA1418, DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 4 DIM.2 24,$0'MIN OFFSET FROM DATUM FACE 2" 9. ELECTRICAL GROUND,WHEN REQUIRED,10 BE DESIGNED&INSTALLED BY g y ti CLIP(B LIP© DIM 3 25.25'MIN 0115ET FROM DATUM FACE RAI 424,RAI 430,RAJ 618, OTHERS. 0.> -SUPPORT RP1418,RP1424,RP1430, 10,THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED ~ DIM.4 I3'MAX OFFSET FROM DATUM FACE a ui FRAME(BY RP7518,RD1418,RP1524, LOADS SHALL BE VERIFIED BY THE.ONSITE DESIGN PROFESSIONAL AND IS NOT N f ry M UP� OTHERS),TYP. R01424 INCLUDED IN THIS CER}'IFICATION.E%CEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. } O F £ Iv 11.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 4B 1 CLI A 0 0 INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM CORIFIGHTFIR"L89MRWRE DIM.1O --- THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED- 3/8.0 THRU BOLT WITH ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 15-2564RE d WASHERS&NUT CONJUNCTION WITH THIS DOCUMENT, Y. CIDP OFFSET pIMEN$ION SMALL _ _. _ / fA$7ENING ANGLE TO � 6` � SCALE, N.T.S. g @E TAKEN filOM IRIS SDE OFTLY 't 'CONIRUA` F�x�B- 12,WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL DATUM FACE BOX SUPPORTING FRAME. b RESPONSIAILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL PAGE DESCRIPTIONI ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 31.—UNIT 5 TIE-DOWN CLIP LAYOUT ton ' 9 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 29,75'It MTV FOOT PRINT 41 HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING oc 1 N.T.S. �- PLAIN OR LEAKAGE 35SUES WHSON MAY OCCUR AS WATERTIGHTNESS SHALL BE THE NOTE:UNIT SHALL Be CENTERED By FULL RESPONSIBILITY OP THE INSTALLING CONTRACTOR. ABOUT THE 20'RAIL TO RAIL SUPPORTING FRAME(BY OTHERS) FRANK BENNAROO,P.E. RHEEM SALES COMPANY INC. KL .PE96549 ,,,,N1„)),1,,,, ,,, WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI( N` '' 654 -) EXPLODED VIEW 1- — , .500 - R •--� = z0 UNIT��/F UNIT I yo, STATE OF = - WIDTH 33.7S'�. LENGTH 33.75' ag� a ,.4w 'yF�;•F�QRIDP, Jn ? 's', NAL —sc E€d I '''Y7��I,I11))I,111 ` >VLLwiw 0.313 Q k UNIT HEIGHT 1 s-7'F HOLE /�U[L aW '1. LL6 SEE DETAIL 411 39'MAX H 1 ZX [ EE DETAIL 411 J` G z �Q WW �9<3 - � W;3 W A O Nam: �3 C S O W.�'. � W• 0(01 Ncl B 0.1070'mil I ' (2)-2'Y1'k1G'x 30TMIN)- p SEEDETAILA 011 g ALUMINUMANGLES WI7H 2 MOUNT ISOMETRIC VIEWLING' CENTERED z .W PERP ENOICUTAR T01 N.T.S. FRONT 150)DAIX I50 SUPPORIINGFRAML O ~` Z u UST 3T(MIN)-40-( 00.313"0 O ATTACH ANGLES TO FRAME I Z 3 WITH(1)-%'OTHRUBOLTS CLEARANCE REFERENCE cR WITHWASHERBNUTATTHE ATTACH ANGLES TO HOLE OR AlO INTERFACE BETWEEN ANGLE W d FRAME 4T(MA"XOG(III- 0 M y ' ANOFRAMESWLL ELISE OF M) TMRUBOLTS.TVP. I ALUM)UMNGP LHJ �^Z �\ BOLTSLMIIOEUSEO) ALUMINUMANGLE O O o F a y CENTERT AS FRAME. (, O F SUPPORT FRAME,TYP. O 111 ' SUPPORT FRAME(BYJ Oar LENTER TO CENTER 03063 W Z •' �yf OTHERS),TYP. �SUPPORTFRAME Q FL O (BY OTHERS).TYP. (n (B N= i MOUNT EXPLODED VIEW 3 SUPPORT ANGLE _03063• O K w 1 N.T.S. ELEVATION � O £ 1 N.T.S. FRONT ISOMETRIC OIII POST BY W G O CONTROL = -_ FF 1HESE ISOMETRICS ARE 7)010 SMS PER = UI�i Z ¢' INTENDED FOR UO% CLIP111. _ AIn d DIAGRAMMATICAL PURPOSES _ - O J ONLY:AL TERNATERHEEMUNIT f r USTEDHEREINMAYVARYIN p ! - _ C 0 4 - - _ _ C 0 000 APPEARANCE F S - - - - f�CORNER CORNER Y.'O THRU BOLT ; _ Posr _ - —,,` PO TIE-DOWN CLIP WITHWASHER6 z NUTFASTENING 4I f 1{ LL CLIPS TO MUMU TECH CLIP:12GA o ALUMINUM SUPPORT FRAME(BY �2'xl'}Y'X 30"(MIN)-40(MAX)LONG (0.097AS7MA653ru%K5I ---- �e� �+ ANGLE,TVP. OTHERS)NOT SHOWN ALUMINUM ANGLE C[NTERED ABOUT STEEL(CUIDt4),MIAMI Q a FOR CLARITY,TYP. SUPPORT FRAME.TYP. TECH WTO RRCUT034K 4 TIE-DOWN CLIP ATTACHMENTS .. . . . 1 N.T.S. ELEVATIONS 2Y1'X11B'A 30-(MIN)-40r(MAX)LONG tl (LLI)ALUMINUM ANGLE CENTERED- j ry---++• - APPLICABLE MODELS: Rgg ABOUT SUPPORT FRAME, P. l TIE-DOWN CLIP OFFSETS: kk .-._---_. I eI DIM.1 6.50”MA%OFFSET FROM DATUMFACE RA7348,RA1636,,RAI 6, 1624,RA163G0,RA1642B,DIM.2 28.00MIN OFFSET FROM DATUM FACE RP7336,RP1348,RP1436, OCU 0 DIM.3 79M FACE RP1442,RP1448,RP1530,UPPORT RAME(BV DIM.d 13.00'MAX OFFSET FROM DATUM FACE RD1430 RP1536,RD1436,,� THERS),TYP. RP7542,RD1442,RAIUA1724, DOMMGHTFRANKLI190IRDOPE RANA2036,RAIUA2024 RPIUP 1724,RPIUP7736. 15-2564RE CLI A 81 RANA1736 RP/UP2024 Approvcd EEO �--111 a �"��• suLE: N.r.s.---------° DiM,1 p n^- /8.0 THRU BOLT WITHASHERS&NUi AOB DIRCRIPTION:35•TALL UN,T CUP OfFSET DIMENSION SHALL CONffiOL ASTENINGANGLETO 3fi.76•x 35.76•FOOT PRI 9E TPKEN FAO M THIS SIDEONLY `• DATUM FACE BOK SUPPORTING FRAME. 5 TIE-DOWNCLIP LAYOUTdad NOTE:UNIT SHALL BECENIEf4E0 er 0� ABOUT THE RA RAIL TO RAIL , p 1 N.T.S. PLAN SUPPORTING FRAME(BY OTHERS) O