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HomeMy WebLinkAboutNotice of Acceptance 1 M IAM i-RADE- MIAMI-DARE COUNTY a 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.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 CIips for Grade and Rooftop Applications APPROVAL DOCUMENT: 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.Bernardo,P.E.,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#15-0903.08 and 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.16-0712.07 rttaMi°a°e counrrr Expiration Date:February 25,2021 Approval Date: July 28,2016 Page 1 Rheem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE,titled"Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015,revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS "Submitted under NOA #15-0903.08" 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked-up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated 05/18/2015, signed and sealed by Stephen W. Warter,P.E. C. CALCULATIONS "Submitted under NOA #15-0903.08" 1. Anchorage calculations prepared by Engineering Express,dated 11/20/2015, signed and sealed by Frank L.Bennardo,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA #15-0903.08" 1. Statement letter of code conformance to the 5h edition(2014)FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. 3. Distributor agreement dated 11/12/2015. Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0712.07 Expiration Date:February 25,2021 Approval Date: July 28,2016 E-1 %0111"ARDO, RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ; 4 " APPROVED DESIGN = b N 0,313ITR t 1 �- `D.750 60 PSF LATERA uN� IK �n'O"y, l.2so"i CRITERIA: WIND LOAD ,� A u. �g975, - ?s"wb�+ry �!1.915 M �s•hq�GTy AiI I S IB-GA ASTM Q DESIGN NOTES: L9 EL la9l ° -4J A553 PAINTED D SITE-SPECIFIC PRESSURE REQUIREMENTS A5 DETERMINED IN ACCORDANCE f+Caw o _ STEEL WITH ASCE 7-IO AND CHAPTER IG OF FLORIDA BUILDING CODE w rni CABINETRY' In O BE LESS THAN OR EQUALTO THE DESIGN PRESSURE CAPACITY VALUES +y 3 SH-1.TO(C BIJ'f s ti LISTED HEREIN FOR AKYASSEM13LYAS SHOWN,DESIGN PRESSURE )~ r e" SIM.TO t)BUT O p REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN p w x ON OPP.FACE a ON OPP,FACR o PROFESSIONAL ON A 108-SPECIFIC BASIS IN ACCORDANCE WITH THE rt a a € 0.187• m GOVERNING CODE. i GENERAL NOTES: Iyp. _ 0.306 .1-D 1. THIS SYSTEM HAS BEEN DFSIGNEO AND SHALL BE FABRICATED IN V CONCRETE CO OR 7YP O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE e'Zy te� SUPPORTING SUPPORTING FIFTHEDITION(Z014).THISSYSTEM MAYBE USED WTTHINAND OUTSIDE3 STRUCTURE BY STRUCTURE BY TI IE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO OTHERS,TYP. Ef D CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY, �j-- OTHERS TVP. M . CONTROL BOX _ , � 2. NO 33 1/3°h INCREASE IN ALLOWABLE STRESS Mq5 BEEN USED 1N THE •••� H O OCSIGNOFTHISSYSTBN. O MECHANICAL UNIT 2 MECHANICAL UNIT 1-11.000° 3, DESIGN A CERTIFICATIO14 OF THE UNIT CABINETRY 25 APPROVED THROUGH +� TEST REPORT 0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. O FRONT ISOMETRIC N7.S. BACK ISOMETRIC TIE-DOWN ,C(-,Ip p�2d Fi �• S. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF U O Ge MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL (n O T �, THESE ISOME1RtCS ARE INTENDED FOAE RHEEM MJAMITECH CLIP:14GA(0MECHANICAL SPECIFICATIONS(CLEAR SPACE TONNAGE,ETC.)SHALL BE LU o.S•¢JJ DIgGRAMMATICAL PURPOSES ONLY•ALTERNAT .07•) AS PER MANUFACTURER RECOMMENDATIONS AND ARETHE EXPRESS � UNITE llSTED HEREIN MAY VARY IN APPEARANCE Ap�Dvnito *101dr ASTM A653 Fu�90 X51 STEEL RESPONSIBILITY DFTHE CONTRACTOR. (n 4 pipe rimids B S Ynllo (L'UTDB)OR 0.080'5052-H32 S. TAPCONSREFERRED 70 HEREIN SHALL BE ITVt BUItDEX BRAND,SAE GRADE nt (2)•U10 ALUMINUM(CUTDAS),MIAMI 5,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR £ !! NTERNAL POST ANCHOR REQUIREMENTS.ALLSHEET METAL SCREWS USED FASTEN O SMS PER ADIACENT TO M--i TECH KIT S RRCUTOSMK OR W K CLIP,Typ, RRCUTOASMK CLIPS TO MECHANICAL UNITS SHATi_BE SSO(14 MIN THREADS PER INCH) LU 3 OLIVER CONTROL BOX GRADE 5 ONLY, PROVIDE (5)PITCHES MINIMUM PAST THE THREAD PLANE m a FOR SHEET METALSCRIEWS-ALL FASTENERS SHALLHAVE APPROPRIATE H B PTM B p ....,.,�-..=�,•.m .k.,. CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ha q ALL CONCREI'E SPECIFIED HEREIN IS NDT PART OFTHIS CERTIFICATION. - Da AS A MINIMUM,ALL CONCRETE SHALL Be STRUCTURAL CONCRETE 4"MIN. 4 "•p �4 0� 09131.$5'— THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, E O NTT BASE Q UNIT BASE Q UNIT BASE .CLI fl C c UNLESS NOTED OTHERWISE t� PAN QO PAN PAN 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHORPER Q DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, scIIEDtILe a PRODUCT REVISED 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY B 119 Complyying With the Florida OTHERS, a '+'• •!' Building Code � 9. THE ADEQUACY OF ANY DaSTlNG STRUCIURETO WITHSTAND b 3000 PSI MIN ,••• J ; NOA-No. 18.0712.07 '\:/ SUPERIMPOSED LOADS SHALL BE VERIFIED BTTHE ONSITE DESIGN6t CONCRETE BY - j `�" —` PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION,EKCEPTAS _ E%Plrafl0 to O212512021 o G r' EXPRESSLY PROVIDED HEREIN,NO ADDITIONALCERTIFICATIONS OA OTHERS,TVP. � D © �Y ' AFFIRMATIONS ARE INTPNDrfl. ca 9 By LI A DIM.1 Q 10.711E SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE ®81( ARE SIM Miami- a Product Cot.—I CONTROL INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT AND OCCUR ON �1 BOX FROM THECONDITIONS DETAILED HEREIN,A LICENSED ENGINEEROR a IIP OFFSET DIMENSION 56 LL � . OPp,FACES BE T0.KEf4'FROM'fHIS SIDE ONLY• -•-•---- RCGL5T6 ED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR A C CUPS FACE USE IN CONJUNCTION WITH THIS DOCUMENT. TIE-DOWN CLIPS 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BETHE FULL. " 4 TIE-DOWN CLIP LAYOUT RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SMALL N.T.S. ELEVATION k �. ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 2 1 N.T.S. PLAN RESTORED AFTER FAURICA11O N AND INSTALLATION OF STRUCTURE - C9PYADFt1WISLOF.RAIPLOP.E PROPOSED HEREIN,THIS ENGINEER SHALL NOT BE RESPONSIBLE FORANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 15-2543GA ANCHOR SCHEDULE: WATER-TIGHTNESS SHALL BETHE FULL RESPONSIBILITY OF THE s E: MTB. TIE-DOWN CLIP OFFSETS: APEUCABLE MODELS: INSTALLING cpNTRACTOR. PAOBDBSa+taEfON a1-TALLVW SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE lRA1318,RA1324,RA1330, Ta'stQ.Yb'FOOTPRI DIM.2 24.50"MIN OFFSET FROM DATUM FACE RA1330,RA1430,RA741S, C'OiNCRETE: (1)-114YG ITW BUILDEX TAPCOM ATT CARBON oNT (4'THICK MIN, STEEL,13;'FULL EMBED TO CCNCRk"fE,3'MIN. RA1424,RA9430•FRA15t8, , • EDGE DISTANCE,3'MIN.SPACING 70 ANY DIM,3 25.25"MIN OFFSET FROM DATUM FACE RP1410,RP1424,RP1430, ^ 3000 PBI MIN.) RP7518,R0141%RPI524, �iL.ill ADJACENT ANCHOR. DIM.d 13'MAX OFFSET FROM DATUM FACE RD1424 FMIIK 6ENNAR00,P.E. RHEEM SALES COMPANY, INC. ,4549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATI , { }1,000" * No.* — z 4 0.313"so F 0.750" ^90. STATE Ze• � m o • � S.z 'cF'•F�SRIo � � o � Lip e lAP3,S� J 3� OM�•�` '73>y,(F O ,s,�ONAL11 i u ( g3 ri 56 PAWEDO O W 3 315 TEEL CABINETRY O O N 3 m STM.TO(CI un. y o. SIM.TO(i]]BUT "rev b Ow ON OPP.FACE ON OPP.PACE `'I A F 0.187• g - _ 0.306" (..7 TYP. O O z EA CONCRETE CONCRETE 9 SUPPORTING SUPPORTINGO ¢ n o STRUCTURE BY STRUCTURE BY D OTHERS,TYP. B OTHERS,TYP. CONTROLBOX [1 n O 1 MECHANICAL UNIT z MECHANICAL UNIT r—rt.000^ �s 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACKISOMETRIC TIE-DOWN CLIP U) 0U)LILI ;4 THESE ISOMETRICS ARE INTENDED FOR a' (2)-510 SMS PER CLIP FOR UNITS UP DIAGRAMMATTCAL PURPOSES ONLY,ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07') TO 35°TALL(3)-910 SMS PER CLIP UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu-90 95I STEEL (n FOR UNITS UP TO 39°TALL(CNLY(2) (CUTD8)OR 0.080.5052-H32 SMS SHOWN BELOW) ALUMINUM(CUTDAS),MIAMI O INFERNAL POST TECH KIT 0 RRCUTDSMK OR LJ.1 0 ADJACENTTO RRCUTDASMK N e CONTROLBOX m 0 $ OUVERPANEL F r TY OQ 00 F t3s.zs , �� QO UNIT BA�rnwoo, UNIT BASE � UNIT BASECL[ B ANCHOR PER QPANPAN QO VAN N. SCHEDULE O I� I ,1,�,1�) g }€e( U ••A m _ — IQ r T�g9 N g 3000 PSI Mm _ } CONCRETE DY `• •. 1' • OTHERS,TYP. © O&© O CLI A DIM 0 5 )&©ARE SIM t - - CONTROL 88[ AND OCCUR ON CLIP OFFSET,DIM ENSION SFIALL �'•. OX �Jp OPP,FACES BE TAiaN FROh-I TRIS SIDE 6NLY DATUM FACE 9! (T)TIE-DOWN CLIPS 1 N.T.S. ELEVATION 4 TIE—DOWN CLIP LAYOUT FR4XL BfflWMFy 1 N.T.S. PLAN PRODUCT REVISED 15-2543GA APPLICABLE MODELS: AppOFW' d401I1i scALE, N.r.s TfE-DOWN CLIP OFFSETS: RA1348,RA1438,RA1442B, Bu1d sl�o"gwl[htheFToritla ANCHOR SCHEDULE: d P�� PAD6 D66C11IPRONt RAI 024,RAJ 63613,RAI 64213. NOA-No. 18-0712.07 D� !WbAV 020/G as TALL uwrs SUBSTRATE DESCRTPTION �DI?4,. 1 4.50"MAX OFFSET FROM DATUM FACE RF1338,RPI348.RP1436,RP1442, 3a75' 33.7a• TP 1 NT (3)-1/4"0 ITW SUILDEX TAPCON ATT CARBON 2 28.00"MIN OFFSET FROM DATUM FACE RP1446,RP1530,RD7430,RP1536, Expiration to 0212512021 CONCRETE: RD1436,RP1542,RD1442, By • (4"THICK MIN, STEEL,IY4"FULL EMBED TO CONCRETE,3°MIN. 3 29.00"MIN OFFSET FROM DATUM FACRA/UA1724,TWUA2036BY 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACINGTO ANYRAJUA2024 RP/UP1724,RPIUP1730, Miami-re Product Control ADJACENT ANCHOR, DIM.4 13.00"MAX OFFSET FROM DATUM FACE RP/UA1736,RPIUP2024 C j JTKK04V5lmwo r,r RHEE-M SALES COMPANY, INC. 9911111! WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATj�v'' EA'oe, 0.313, 0750" =o; STATE Vt1�N""�., VNjJ' D'C1''>'�•,,, ".Ugy7, 7rYIa-V'I--'•- LL 35 T5 MPx 35,?S�Fry VN5Srq,X �9 4 h 'tltJO )CTI ruNlR1 1 18-GA ASTMIl.. 4a]�gC9 STEEL PAINTED O c In$m o o 1 yq CA6TNETRY �� � }r m In - `.>��•' SIM.TO'(g)Bur WCaWCa "I tt )N OPP.FACC ^ ON DPP. CE� Q c Q a _ A C o a C0NCRETE0.306", _ CONCRETE Typ, t- N y SUPPORTING _ �. SUPPORTING STRUCTURE BY STRUCTURE Bn o Y D U c OTHERS,TYP. c OTHERS,TYP. ""'� CONTROL BOX MECHANICAL UNIT z MECHANICAL UNIT N.T.S. FRONT ISOMETRIC - •r N,LS. BACK ISOMEMC T-71.000° s z '`, TIE-DOWN CLIP �C�: I • THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMAnCAL PURPOSES ONLY;ALTERNATE MIEE14 = j UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECIi CLIP:14GA(0.071) ASTM A653 Fu=90 KSI STEEL T; s (CurDs)OR 0.080`5052-H32 ',', o INTERNAL POST ALUMINUM(CUTDAB),MIAMI Ili c SMS DER ADJACENT TO TECH KIT S RRCUTDSMK OR a I CLIP+TYP• CONTROLBOX ARCU(DASMK -C+L' 70 OWER 0 PANEt, Q z I QQ QQ QQ CLI B " Q UNIT BASE Q NIT BASE Q UNIT BASE ANCHDDULE QQ PAN QO PAN QO PAN L+ SCHEDULE Q Q 4. CU CONPSI MIN CRETE BY '... ••+. '�'— o . OTHER5;TYP. A&C .• D qT� DIM,i ` A &PARE SIM CONTROL , AND OCCUR 0N CUP OFFS ET DIMENSION SHALL 8OX OPP.FACES BETAKEN 3TKOM't'tiSS SIaE ONLY LQATUM FACE •+ �1TIE-DOWN CLIPS 4 TIE-DOWN CLIP LAYOUT L N.T.S. ELEVATION toRrOQRAVAWv.E....... 1 N.rs. PLAN 15-2543GA ANCHOR SCHEDULE-, PRODUCT REVISED AF(.o.nAlaoas�ybawgrlr euLTs , APPLIGABLEMcODELS as tom 1 In with the Florida F$wj-0 pA05 oE5CRIiRiosr TIE-DOWN CLIP OFFSETS: 8altdlog odge nlxa OZ zorz; WTAU.UMS 6UBS1'RATE DESCRIPTIONRA1360,RA1442A, DIM.i 14.50'14AX OFFSET FROM DATUM FACE BA1446,RA1480, NOA-No. 16-0712.07 aaro•cas.re^rnor PlVNr A CONCRETE: (L)-114"O ITW BUILDER TAPCON ATT CAROON D1M.2 30,Op"hRN OFFSET FROM DATUM FACE RA1630,RA1636A, Expiration2&02/25/2021 (4"THICK MIN, STEEL,DG D PULL EMBED TO CONCRETE,3"MIN. DIM.3 31,00 MSN OFFSET FROM DATUM FACE RPRIP2036, � w - 3000 PSI MIND EDGE DISTANCE,3"MIN.SPACING TO ANY y AD]ACENiANCHOR. DIM,4 13,00"MAX OFFSET FROM DATUM FACE Miami- a o Pro uet Con ro FRANK BENNARDO,C.E. RHEEM SALES COMPANY, INC. PE4654• WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAL04fd$ - 4 �1-1-1.000^ E*" .46 ° 75lMpNy.�`�`3S'sFN�FI v35�5`M — as s.MG7ry 0.313"--1�- 0.750• ��,� SE �TA0 M �' 1.250-1 L (�' '..•QR�� r4 f a 18-GA ASTM �4 a,� z A653 PA M- 121) O u al P Z. D STEEL ZX ti Cyd s - CABINETRY 0 O ul ,in 'A Lu �. o a Sn4.ToGBur ,IM.TOQT Bur Y OO o ON OPP.FACE: ON OPP.FACE U ® A C rZ-1 ® �� i 0.167^ CONCR I CONCRETE SUPPORORTI1 NG � 413 SUPPORTING STRUCTURE BY 0.306° az STRUCTURE BY OTHERS,TYP. D o n E OTHERS,NP. - TROL BOX NP. U °oz i MECHANICAL UNIT 2 MECHANICAL UNIT 1.DDD 3:its k i N.T.S. FRONT ISOMETRIC 1 N.T.S. BACKISOMETRICTIE-DOWN CLIP / < THESE ISOMETRICS ARE INTENDED FOR O s DUIGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMITECH CLIP:14GA(0.07")ASTM A653 LU LU p UNITS LLSTED HEREIN MAY VARY IN APPEARANCE Fu-90 KSI STEEL(CUTI110)OR 0.080" I INTERNAL POST 5052-H32 ALUMINUM(CUTDA10),MIAMI per[ N m n SMS PER AD]ACENTTO TECH IOT#RRCUTDLK OR RRCUTDALK s o a CLIP,TYP- CONTROLBDX B ONVER -- 8 to TYP. GLI B -+137.25" up(g) >!♦ BUNIT BASE Q UNIT BASE Q UNIT BASE AN p CHOR PER PAN PAN PAN RR ,Bs 8ppp J� 4 F 3000 PSI MIN •At -' •, .__• �.. O CONCRETE BY CLI A DIM,1 0 .� f7THFRS,TI•P. ••© O © :.OCONTROL gg ®8'.©ARE SIM E TAK CLIP OFFSET DIMENSION SHALL_, ',_,``BOX__ °C AND OCCUR ON BEN FROM THIS SIDE ONLY• DATUM FACE OPP. 3 TIE=DOWNF CES a TIE-DOWN CLIP LAYOUT NRU ML FN 14070 Pd I 1 N.T.S. ELEVATION ( N.T.S. PLAN PRODUCT REVISED 15-2543GA ascomplyieg with tho Florida Appatdit&_ybb.mm@ suss N.T9. ANCHOR SCHEDULE: APPLICABLE rdODELs: BuII.T9 Code p1aAm0 EAGE DescRlPTlon, T[E-DOWN CLIP OFFSETS: Non-Mc. 16-0712.07 �+� 2016 51•TALLUNITS SUBSTRATE DESCRIPTION RA1643A,RA1648,RA7860,RP1360, 35.W.3&79 FOOT FONT DIM.1 4,50•MAX OFFSET FROM DATUM FACT. Rp74B0,RP1548,RD1448,RP16G0. Ewpiretion o 02/25/2021 W Oo.Rd n (11.114'0 CARBON STEELSIMPSON STRONG BOLT/,1Y4'MIN EMBED TO CONCRETE! CONCRETE•3•MIN.EDGE DISTANCE,3'MIN.SPACING TOANYAMIACENTANCHOR. DIM.2 30.00"MIN OFFSET FROM DATUM FACE RD1460,AAIUA1748,RAAlA17fi0, 71 (4'TI RCK TUN, (11-1/4°0 CARBON STEEL POWERSwEDGE BOLT+,2P EMBEDTO CONCREFG B• DIM.3 31.00°MUI OFFSET FROM DATUM FACE RANA2040,RANA2060,RPA1P1748, By p 3000 PSI MIN.) MIN,EDGE DISTANCE,3-MIN.SPACINGTO AWADIACEM1TANCHOR. DIM.413.00^MAX OFFSET FROM DATUM FACE RPIUP'1760.RPIUP2D48,RPAIP2080, Miaml a B Pratluct Control N sOPFORTENGCONCRETESUB5RWTEDEPTHSHALBEAMINIMUM1.5.MCHOREMfED. C EITHER ANCHOR FROM THIS SCHEDULE MAY IIF.BSER rOR INSTALLATION. - t