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CC-16-1530 (4) MIAMI-DADE MIAMI-DADE COUNTY (t • j 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)315-25,99 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 Clips 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.Bennardo,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 ther-has bei n�ange••• • 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 chaflge is the V660: 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 ctrl'with an %tion of ••:..• this NOA shall be cause for termination and removal of NOA. •• •• •• • 00.000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,�tor i and followed by the .. expiration date maybe displayed in advertising literature. If any portion of the NOA is diiplay%d,then is 51,a1�be done•0'0: in its entirety. •••• 0•00 �.••.� INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr locators 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 MIAMI•DADE COUNTY Expiration Date:February 25,2021 Approval Date: July 28,2016 Page 1 • Q9 l9 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 5ffi edition(2014)FBC.itsuedw"' ..... Engineering Express, dated 08/24/2015, signed and sealed by Frgn1e:,. Bept rdo, P.E:•:••• 2. Statement letter of no financial interest issued by Engineering EXpfrtss, dated ••••;• 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. ; •••• • 3. Distributor agreement dated 11/12/2015. %•••• .. .... // o�f147 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 FMNK aMRAR00,P.E - RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS -{�F �1-17.o-oo. _* (q _ 4 0,313' -}�����_��__1{�_�- APPROVED DESIGNrE, ,•i-i� 0.7so" 60 PSF LATERA o 1.250 CRITERIA: WIND LOAD �;`< 6 NILOSN}� Z/✓n.(E ,rylp'(tL�\ 19n•tFN '7j77 ����cl ^{yq s•(''n� - 9�5'M��r+ UN�5 M� �5•A'�H O 0 � � ���� 1g• qy `C DESIGN NOTES: (7 <m 18-GA ASTM O O SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE Z N _ A653 PAINTED WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL W W IN o STEEL f O BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES 3 w CABINETRY i��� -�� LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.DESIGN PRESSURE 031 i E x" {i.� a o REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN Sifd.TO(C)BUT n i SIM.TOg)BUT PROFESSIONAL ON A]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE p n ON DPP.FACE. ? P ON DIV.FACE 0.187 GOVERNING CODE, 1• GENERAL NOTES: 0.306" 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN r a NP' t0 ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CONCRETE CONCRETE O FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE SUPPORTING SUPPORTING THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO Z o 0 STRUCTURE BY p CE0.TIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. STRUCTURE BY OTHERS,TYP. B OTHERS,TYP. CONTROL BOX 2. NO 33-1J3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE i 1 MECHANICAL UNIT 2 MECHANICAL UNIT DESIGN&CERTI OF THIS CERTIFICATION p [--77.000" 3. DESIGN&RTtgL2 j.01-1 OF THE UNIT CABINETRY 3F APPROVED THROUGH O Q t TEST REPOR790323 01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. E S N.TS. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP 4. ALL DIMENSIONS AND THE MINIM UM WEIGHT(120 LB MINIMUM)OF U p�ru MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL (J) p S THESE ISOMETRICS ARE INTENDED FOR MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE Lit DIAGRAT ESE IS PURPOSES ONLY,ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0,07•) AS PER MANUFACTURER RECOMMtNDATiONS AND ARETHE EXPRESS UNITS LISTED HEREIN MAY VARY 1N APPEARANCE Aip�x<dle, �• ASTM A6B3 F-900.080 KSI STEEL RESPONSIBILITY OF THE CONTRACTOR. LP n _ (CIfTDB)OR O.OBO.5052-H32 5. TAPCONS REFERRED TO HEREIN SHALL BE 1TW OUILDIX BRAND,SAE GRADE D IOL O S ZOI/n ALUMINUM(CUTDAB)r MIAMI 5,INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR 90 S (2)•910 INTERNAL POST TECH KIT 9 RRCUTDSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN W g SMS PER ADJACENT TO BtGuJ •ProdoA CLIPS TO MECHANICAL UNITS SHALL BE 910(14 MIN THREADS PER INCH) WFC CLIP,PERTYPCONTROL BOX RRCL rDASMK GRADE 5 ONLY,PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE I OLIVER gY FOR CORROHEET SION ETALSCREWTO PREVENT ELECTROLYSIS.SHALL HAVE APPROPRIATE In g CORROSION PROTECTION TO PREVENT ELECTROLYSIS. �p PANEL., 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. �m TYP. mB BOB B8 BO AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN. s THICK AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, O, I17 [p© UNLESS NO OTHERWSE g BB NIT BASE QB UNFT BASE BB UNIT BASE CLI B 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM 3 O B um 0 PAN DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, ppry ANCHOR PER B O B B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY 13(dg SCHEDULE B PRODUCT REVISEDOTHERS. a ssdgEE as complying with the Florida ,/�1 9. THE ADEQUACY OF ANY EXIST NG TURE TO WITHSTAND NG STRUCg! •�•• ''.' Suilaing Code nJ SUPERIMPOSED LOADS SHALL BE VERIFIED BYTHE ONSITE DESIGN m ' I sl NOA-No. 16-0712.07 E PROFESSIONAL AND IS NOT INCLUDED INTHTS CERTIFICATION.EXCEPT AS 3000 PSI MIN ,', e' !' T-- EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR €qq CONCRETEEzpiratlo to 02/25/2021 o p I AFFIRMATIONS ARETHE SYSTEM DETAI INTENDED. g❑ OTHERS,NP. © O&© O Br LI A DIM.1 p 10. INFORMATION FOR A SPECINERIC AND FIC SITE.EREIN 15 EFOR SITE CONDITIONS DIFFERENT DOES NOT PROVIDE ®&©ARE SIM Miam •Pro ue! ontro CONTROL FROM THE CONDITION5 DETAILED HEREIN,A LICENSED ENGINEER OR 8 9 AND OCCUR ON LIP OFFSET DIMENSION SHALL_ REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR - Y d OPP.FACES BE TAIZEN F0.0M T}TIS S[L7E ONLY• c� USE IN CONJUNCTION WITH THIS DOCUMENT. DATUM FACE 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL DE THE FULL 3 TIE-DOWN CLIPS RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACIOR SHALL N.T.S. ELEVATION 4 TIE-DOWN CLIP LAYOUT ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE S PLpry RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE (X1PYR rtFRNKLb0MAW0RE PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCURAS 15-2543GA WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 9uc, HTS. ANCHOR SCHEDULE: INSTALLING CONTRACTOR. 9�BB,KRI.r,oN' •• ••• . T.IE-DOWN CLIP OFFSETS: APPLICABLE MooeLs_ EL-TALLDNT SUBSTRATE OESC�SPTION • • • • • e RA1318,RA1324,RA1330, 3;1 T• UIIIIT FOOT RUNT • • 1M 3 4.50'MAX OFFSET FROM DATUM FACE RAI RA1342 RA1418, CONCRETE: (1)-114101TW BUILDERTAPCON4Ror URBow • ••DIM.b 24.50'MIN OFFSET FROM DATUM FACE RA1424,RA1430,RA1B18, �a (4'THICK MEN, STEEL,13'4"FULL EMBED It CCNCRLR'E,9'MRI. • • fM 3 '25,25'MIN OFFSET FROM DAVM FACE RP1418,RP1424,RP1430, 3000 PSI MIN.) EDGE DISTANCE, "N.SPRCRte TO ARA • • P,P7618,RD1418,RP7624, - �+ ADJACENT ANCHOR. DIM.4 13"MAX OFFSET FROM DAVM FACE R01424 • •ee • •e• eee •e• • e• • • •• •e •• ••• • • • • e•• • • • • • • • • • • • • • •• •• • • • •• •• •ee • • • ee• • • M HANNWO,P.E. RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICA2 5let No F 4 0.3130.750• ?�'•. STATE z•: S�S 1.250 R)o OE d Upc�SiO oy�� s3 S�Bv �N�' 1 �� �3 S:F� >h ,AL W= a •i3• M,�, ✓33' w.Y O Illlllllf 1 Q L 6 `I\ o Z18-G A653AASTM PAWTED 0 W 'I STEEL 3 CABINETRY D JU SIM.TO(()eV1' _ .�" SIM.TO BU7 'oo WO ON OPP.FACE. ��^ ON OPP.FACE o 33384 < t A C 0.187 'D j• _ 0.3D6` Z ' CONCRETE CONCRETE SUPPORTING SUPPORTING z $8 $ STRUCTURE BY STRUCTURE BY p OTHERS,TYP. B OTHERS,TYP. CONTROL BOX L MECHANICAL UNIT z MECHANICAL UNIT 100°' 0 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACKISOMETRIC TIE-DOWN CLIP 3 a ISOMETRICS ARE INTENDED FOR yy (2)-#10 SMS PER CLIP FOR UiLTS UP E-=E 7CAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07")TO 35'TALL(3)-#10 SNS PER CLIPS LIS-FED HEREIN MAY VARY]N APPEARANCE ASTM A653 Fu=90 KSI STEEL CA g FOR UNITS UP TO 39"TALL(ONLY(2) (CUTD8)OR 0.080.5052-H32 SMS SHOWN BELOW) ALUMINUM(CUTDAS),MIAMI LLu O INTERNAL POST TECH KIT M RRCUTDSMK OR ADJACENT TO RRCUTUASMK S u'fli ' CONTROL BOX D[ y E OUVER O PANELNP.r ®0 O yg R Q OB uO � f35.2S PQ DO UNIT BASE Q� UNIT BASE �0 UNIT SASE CLF e �,t LI�u ANCHORPER SCHEDULE �O PAN DO PAN oO PAN N m ry S 300°PSI MIN. _ "-' _ /. S CONCRETE BY p O a y� OTHERS,NP. © OO�(© OO CLI DIM.1 0 d CONTROL 9 ®8.©ARE SIM X "B AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ —,— f OPP.FACES �E FAKEN FRDFI THIS SIDE ONLY Y S2 DAVM FACE gg (I)TIE-DOWN CLIPS ty� ) N.T.S. ELEVATION 4 TIE-DOWN CLIP LAYOUTS.S • • I 1 PLAN OW�RDINFlWttl9FM1MD0PE �.1 N.r.s PRODUCT REVISED 15-2543GA APPLICABLE MODELS: 1y g PM •�� 6[ALEt N.T.B •• ••• • • • • RA 348,RA1436,RA14428, Bulldi®Gond with the Florida PAaE DE6GRIPRONI ANCHOR SCHEDULE: . 1�WOWN CLIP OFFSETS: RA1624,RA1636B,RA16420, IV TAU w 8 SUBSTRATE DFSL"RIPTION • •• • • • NOA�•lo. 16-0712.07 9x76,sL7A•FOOTPBert I IM!1 4,50"MAX OFFSET FROM DATUM FACE RP1338,RP7348,RPi436,RP1442, ! • •• RP1448,RP1530,RD1430,RP1538, Expiration to 02/2512021 CONCRETE: (1)-114'6 ITW BUILDEX T6,,PCON AIF CAQBOlj • • • �[M.2 876,00"MIN OFFSET FROM DATUM FACE RD149%RP1542,RD1442, By (4`THICK MIN, STEEL,1Y,"FULL EMB4DtT0 COKNWE,3'*=. • • -N P 29.00"MIN OFFSET FROM DATUM FACE RAIUA1724,RVUA2036, By S 3000 PSI MIN.) EDGE DISTANCE,3`MIN.SPACING TO ANY RAAJA2024 RP/UP1724,RPA7P1736, Mism- e Product Control ,CS AD7ACEYTANCHOR. DIM.4 13.00 MAX OFFSET FROM DATUM FACE RAAJA1738 RPIUP2024 • ••• • ••• ••• ••• • •• • • •• •• •• •• • • • • • ••• • • • • 0:6•• • • • • • • • • • • • • ••• • • 000 ••• • • FWK WiNARDO,P.E, , /PE4650 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATl '`CE F , ` No.46 i4D 1.000• '*' Z 4 STATE P-e 0.3130.750" %�O•'• F o € U�151FN� UN��NP�y"� 3S s'<A��h 1.250 "Niiri0f,10 w g5' A7'41' 35 A'r O O i71111II I I I I 1 n a s(9'6 Am$W`t. 18-G4 ASTM t. STEEL tF 0 Z A+9 PAINTED ;tl dam. I- CABINETRY I ;' O 0 H pC Sa,3 J 20 W — 51M.TO Ce.)RUT �.1 SIM."I'O CA)BUT O ,a W•• ON D,P.FACE Z '- ON OPP,FACE 'o •�O A 0.187 m U 0.306' IZ•r ur CONCRETE CONCRETE n'p. SUPPORTING SUPPORTING O O y' o m° STRUCTURE BY STRUCTUREBY D O d OTHERS,TYP. B OTHERS,TYP. CONTROL BOX o a z i MECHANICAL UNIT 2 MECHANICAL UNIT 0 oV� E i N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC T-11. TIE-DOWN CLIP i(;; 3: �` THESE ISOMETRICS ARE INTENDED FOR --I DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM Q m i UNITS IiSTED HEREIN MAY VARY IN APPEARANCEMIAMI TECH CLIP:14GA(0.07 E ") U) ASTM A653 Fu=90 KSI STEEL 90 (CUTDB)OR 0.080`5052-H32 I.LJ 0 1 (2)-310 NTERNAL POST ALUMINUM(CUTDA8),MIAMI 111 S zz TECH KIT M RRCUTDSMK OR i @ SMS PER ADIACENT TO RRCUTOASMK LY f j CLIP,TYP. CONTROLBOX OLIVER TYPI LD 337.25• pp iP© UNIT BASE pp NIT BASE Qp UNIT BASE CLI B 6 ANCHORPER pp PAN pp PAM po PAN SCHEDULE - i°B '1 LIP(D A 3000 PSI MIN. CONCRETE BY • OTHERS,TYP. •.® O&© O CL[F A DIM.1 O 6y N ®&(DARE SIM _ •!- —-- - ^d CONTROL 7yt F x F"1 AND OCCUR ON CLIP OFFSET DIMENSION SHALL DPP.FACES BETAKEN FROM THIS SIDE ONLY DATUM FACE 3 TIE-DOWN CLIPSI i . . , N.T.S. ELEVATION 1 a TIF-DOWN CLIP LAYOUT rgpGp@rI{gA.aLrea/lmOYE t N.T.S. PLAN 1 PRODUCTREVISEDA�{eoro0e rMrlr x 15-2$43GA •• ••• • • • • APPLICABLE MODELS �/` PAGE DESCMiMONI ANCHOR SCHEDULE: ! • . • �t 15MWN CLIP OFFSETS: �,,360,RA,<42A, Buildingi In with the Florida 0 3S TATA. SUBSTRATE DESCRIPTION •• ••• ! •• NDA-No. 16-0712.07 SaT1•xas.78•FOOT NaNT E I 4.50`MAX OFFSET FROM DATUM FACE RA1448,RA1460• 7441 ! CONCRETE: (1)-1/4"0 ITW BUILDEX 1%PCON A•T C•tBOM • • IM.2 O,OD•MIN OFFSET FROM DATUM FACE RRPPiA36M03381638A, Expiration 02/25/2021 Iw 7 it (4"THICK MIN, STEEL,14'i FULL EMBRIfTO CITE,34•'I�t. • • 11M. I 31,00"MIN OFFSET FROM DATUM FACE -YjJ�/�-3000 PSI MIN.) EDGE DISTANCE,3•MIN.SPACING TO ANY ByADJACENT ANCHOR. 4 13.00•MAX OFFSET FROM DATUM FACE MIRMI a e Pro92 duct Control ) • • • • • • • • • •• • • •• •• •• •• • • • • • • • • • • • • • • • ••• • • • ••• • • FRANK BERNARDO,P.E. RHEEM SALES COMPANY, INC. ���"4""`"" PB46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAO5 4 VNj(,510Mpy�/ \35 j�EN� 1 VN575t�,PX _3s 5.�� 0.313°0.750' :pa'., �TATEO Z®; j 35' M Mae �F'.40 R y 1.25D U �i n i,'";/nnmmNAL AS UO 18-GA ASTM _ i UI q Q I1' zi Zia PAINTED Z S D w g� O ]J STEEL f 0 Z X N 0 3 CA LDO W W 3 3° g z� poi 8 = SV4.1'U But - SIT1.-r0(A)nu'I' 0 0 0 ON OPP.FACE ON DPP.FACE U A C r Y - - - 0.187" 00 3 a CONCRETE o Z CONCRETE SUPPORTING SUPPORTINGSTRUCTURE BY 0.306ro C n R STRUCTURE BY B OTHERS,NP. CONTROL BOX U OTHERS,TYP. TTP. U Ul) O Z d 1 MECHANICAL UNIT 2 MECHANICAL UNIT1--tl.000 LU FRONT ISOMETRIC 1 N.T.S. BACKISOMETR[C TIE-DOWN CLIP (4/) THESE ISOMETRICS ARE INTENDED POR W o DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP!14GA(0.07")ASTM A653 UNITS LISTED HEREIN MAY VARY IN APPEARANCE Fu-90 KSI STEEL(CUTD10)OR 0.080' y N (4)-#10 INTERNAL POST 5052-H32 ALUMINUM(CUTDASO),MIAMI SMS PER ADJACENT TO TECH KIT#RRCUTDLK OR RRCUTOALK F o CLIP,TYP. CONTROL BOX 2 Z OUVER 9 PL, SUNIT TYP. CU B (37.25" �P© UNIT BASE BASE 0Q LMIT BASE & ANCHORPER PAN PAN PAN R SCHEDULE n a 3000 PSI MIN. D CONCRETE BV • , I CLI A DIM.1 0 ! OTHERS,TTP. © O�© O .�\CONTROL CLIP OFFSET DIMENSION SHALL LLL---B- i, g Q ARE SIM gE TAKEN FROM THIS SfDE ONLY_. ..�., ------ AND Y Y 8OCCUR ON DATUM FACE DPP.FACES 3 TIE-DOWN CLIPS a TIE-DOWN CLIP LAYOUT G9raaTFANNLEUH4C0PE 1 N.T.S. ELEVATION j N.T.S. PLAN PRODUCTREVISED15-2543GA Build,PTn with the Florida Flm[i Approwd oN rpl¢i�"ode rase D!s[nIPROtA g ANCHOR SCHEDULE: •• 990 • • • APPLICABLE MODELS: CG T1 MW CLIP OFFSETS: Noa No. �s o��s.o7 �• 61'TILLL UNRS SUBSTRATE DESCRIPTION • • •• • Dl-..j 4.5�"MAX OFFSET FROM DATUM FACE RA1642A,RAI W,RA1860,RP1360, • as,e- E'F007 d F¢ (11.1µ•p CARE ON STEEL SIHPSOHSARONG T2,1;; EM 0 RP1460,RP7548,RD1448,RP1660, ENplration e0212 5/2 0 2 9 Mi �•t n� YCONCRET CONCRETE,3•MW.EDGE DISTANCE.3'MIN.SPACIN•TO ANx A�ACE•r An•IOR• DIy.2 30.00"SIN OFFSET FROM DATUM FACE R01460,RAll1A1748.RAlUA1760, i (4'THICK TUN, • RA JA2048,RAA)A2060•RPAJP1748, BY Ol I 3000 PSI MIN.) (1)-1/4.8 CARBON STEEL POWERS WEDGE BO 2f'E*� CON 3• DTIC.3 31.a1r MIN OFFSET FROM DATUM FACE RP/UP1760,RPIUP2048,RPA)P2080, Miam a e Produet Control d MIN,EDGE DISTANCE,3'MIN.SPACING TO AWADIACFNT ANCHOR. SUPPORTWG CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM1.5MNCHOR EMBED. DIM.4 13.00`MAX OFFSET FROM DATUM FACE ( EITHER ANCHOR FROM THIS SCHEDULE MAY RE USED FOR]NSTADATION. S I • ••• • ••• ••• ••• • •• • • •• •• •• 9:0•• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FRANK BENRARDO,P.E. ALITIPN6549 RHEEM SALES COMPANY, INC. AN,P�Ki`11 T. . WIND LOAD-CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIC�IVV`S' �� F , APPROVED DESIGN CRITERIA:*I 65 O + EXPLODED VIEW UHPI�/�UNTT * g TH 28.7E' LENGTH 79.z5L I .sao c-o., STA F Z' �&p a APPROVED DESIGN 200 PSF ID CRITERIA: �' W� Pl WIND L(ypNAL 111 w= a IT HEIGHT 0 m. CONTROL �2H'IAAX LHOLEUPLIaHCETAR W OSEE DETAIL91 N IDM Q WIND LOAD WW ��I(CONCURRENT)pI2)-7XPSdGNGS 0 LENGTH CENTERED � e too, oh �/ � � ALUMINUM ANGLES MATH p < I Gf LENGTH CENTERED O ) PEAPENDIWLARTO 2 MOUNT ISOMETRIC VIEW ! Sl1PPOATHO FRAME 0 DESIGN NOTES: U S 1 N.T.S. FRONT ISO/BACK ISD ti A7TACNAJIOLESTO FRAME 5- VJITH(i})I.OTHflVBOITs ROOT 511E-11ECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WI'(li H 1 NRTH pWSHERSNUTATTHE 30'(MIH)�NO'(MAYJ� OD REFERENCE ASST-ID AND CHAPTE0.16 OFTHE FLORIDA BUILDING CODE SMALL Be IE55 THAN 1 INTERFACE BEf WEEN IWGLE B D.S1�M. OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY 0 3 1 i AND FFNIE 60TALOF(4) CLEARANCE ASSEMBLY AS SHOWN.DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY BOLT SVALECTOTE) ATTACH ANGLES TO NOLEORSLDT O &REGISTERED DESIGN PROFESSIONAL ON&JOB -SPfLIFICOA5151NACCORDANCE Z SO V FRAME WIiN 1}YfB 7XI 'x301M11>)- p.irlR WITH THE GOVERNING CODE. THRUBOLT3,TYP. I �40•(MA%J LONG(LEIO I3.. h ALUMTNUMANO CENTEREDABOUT SVPPOIIT FRAME AOP BUPPORT FRAME,TMP, p.1pp3• GENERAL NOTES: o o Yon" SUPMRTFRMIE(BY RSj,TYP. CENTER CENTE 1. THISRN SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED ACCORDANCE i MOUNT EXPLODED VIEW On FR3LiYP' 0 WITH THE REQUIREMENTS OF THE FLORIN BUILDING CODE FIFTH EDITION (� i N.TS. FRONTISOMURIC (2014).THIS SYSTEM MAY Be USED WITHIN AND OUTSIOETHE HIGH VEIAUTY W HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT ..-4 V� THESE nOMEIRK3ARE INTENDED FOR s SUPPORT ANGLE '°�''� RESISTANCE OF THEMECHANICAL UNIT CABINETRY. Q CO DNGRMAM4HCAL PURPOSE90NLY;ALTERNATE RLEEM I L NO MIS S36INCREASE NI ALLOWABLE STRESS HAS BEEN U56D INTHE DESIGN (n 0 H RTU1 UN DSTEOHEREIRMAYVARf MAPPPARANCE L N.T.S. ELEVATION tOP1E OF THIS SYSTEM. - 3. DESIGN&CERTIFICATION OF THE UNIT CABWETRYIS APPRCVE-DiHR000H 0 IN4I POST BY TEST REPORT 90313.0145 BY AMERICAN TEST UB OF SOUTH FLORIDA. 11.1 0 6 CONTROL 519/08MSPOR TIE-DOWN CLIP f p IF.TMP. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(ILO Le MINIMUM)OF LLJ X MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATEV HEREIN.ALL f0 ' MECHANICAL SPECIFICATIONS(CUEML SPACE,TONNAG2,ETC.)SHALLBEASPER A MANUFACTURER REDOMMENOATIONS AND ARE THE EXPRESS RESPONSIBILITY OF0 (O0I•)ASTMAf51F.W THE CONTRACTOR.KSISTEEi(OVi131% 5, AILBHEETMETALSCREWSUSEDTOFASTENCLIPSTOMECHANICALUNITS - 20 TIMIAMITECHK7# SHALL BE*10(14 MIN THREADS PER INCH)GRADE 5 STEEL OR EQUIVALENTY'vTNUTFAXSRU�I �CARNE0. f GUNNER RRCUTD30K ONLY.BOLTS USEDTO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BY WRNW�IXIPSTO PAYour OTHERS)SHALLBE ASTM F593410 STAINLESS STEEL OR EQUIVALENT AND SMALL UTILIZE SAE GRADE WASHERSRPR'S.PROVIDE (S)PITCHES MINIMUM ALUMINUM SlA'PORiFMI4E(BY �Zylyy[3p(YIO_4C(NAp LONG PASTTHETHRFAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL AHGLE'TYP- OT10iRSl NOT SHOWN LLMJAL UAYMLW ANGLE CENTERED HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL FOR CIARRY TMP. ABOUT SUPPORT FRAME,TTP. FASrENDISTANCE,CONNECTIONS TO ALUMINUM SHALL PROVIDE3XVNMEIE0.El%iE 4 TIE-DOWN CLIP ATTACHMENTS & ALUMINUM ANGLES SPECIFIED HEREIN SPALL BE 6061-T6 AUUMINUM ONLY. B N.T.S ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(BYOTHERS)CONSIDEtA FRAME O 1 MEMBERTHAT IS 6061-7IF MIN ALUMINUM WITH A MINutUM 13.094'THICK �4 i98 d 7X/2118•X 301M!M-4T(MAX)LONG FLANGE AT ATTACHMENT POINT.PERFORMANCE OF THE RAIL AS A STRUCTURAL F d (LLH)ALUNIINUN ANGLE CENTEiRED „�„-- MEMBER TO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE E € ABOUT I)UPPORTFRAME.TYP. _- - TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS: CERTIFICATION. a g >ny DIM.I 4S0"NAX OFF6ET FROM DATUM FACE RA1318,RAI324,RA1330, 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM T DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. DIM.2 24.SD•MIN OFFSET F0.0M DATURA FACE RA1336,RA1342,RA1418, y, EfECIR1CAL GROUND,WHEN REQUIRED,N BE DESIGNED&INSTALLED BY IF I CLI B L[P�C DIM.3 25.25 Mw OFFSET FROM DATUM FACE RA7424,RA1430,RA1618, pp UPpRT RP1418,RPI424,RP1430, 10.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITTISTAND SUPERIMPOSED R( 6 FRAME(eY DIN.4 113'MAY OFFSET FROM DATUM FACE RP]518,RD1418,RP1624, (AADS SHALL BE VERIFIED BYTHE ONSITE DESIGN PROFESSIONAL AND ISNOT INCLUDED IN THIS CERT/FICATION .EXCEPT AS EXPRESSLY PROVIDED HEREIN, �!V m DTNERs),TYP. RD1424R y� ry NO ADDUIONAL CFR7If1CATIONS OR AFFIRMATIONS ARE INTENDED. .0 5 F £ T, 11.THE SYSTEM DETAILED HEREIN IS GE"RIC AND DOES NOT PROVIDE F jj fE a INFORMATION FOR A SPECIFIC SUE,FOR SPIE CONDITIONS DIFFERENT FROM Wp'0�5fTFR110(LBBIW✓00P8 E L Cu C THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED lj3$ DIN.1 p 3/P07HRVBVEiWiTH ARCHRFCTSMALLPREPARESITESPECIFICDOCUMENTSFOR EIN 15-2564RE Jiro Tmw wNUT PRODUCT REVISED a vrlm1d18 CATER_TTION WITH THIS OOCUMENF. CUP OFFSET DIMENSION SHALL FWgL• FASTEWNGAN•-E T. •• as complying with the Florida E IL W'ATEA-TIGFIINESS OF EXISTING HOST SUBSTRATE SHALL BE THE FALL —SCALE, N'T'8 BE TATRER FROM�2Tf 3ibF0&LV- DATUM FAME X• • •SRT�C'FE• • BYIIdIDg Coda t1V1r L RISPONSIBIUN!)f THE INSTALLING CONTPACTOR CONTRACTOR SHALL G[ S(T13►�zDHL • • • • • • NOA-NO. 'IS-O71 Z.O7 - ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS J1"TALLVNU I s TIE-DOWN CLIP LA►YbI.►t �fb RESTOREDAFTERENG EER.SHALL AND INSTALLATION EFST0.UCNATERRE PROPOSED 2P.T6'FOOTPRBT R • • • ••• • Expiration a OTJYS/YOY'I OR E LEAKAGE ISSUES WH SHALL NOTBERESPONSIBLE ESWATER WATER- FORTIGHTNESS S WATERPROOFING • • • • OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHTNESS SMALL BE TIME i N.TS. P T� FULL RESPONSIBILITY OP THE INSTALLING CONTRACTOR 1 NOTE:OT7 81•L.BLTOR L •• • • • •• By B� ABOUTTHE 20•ML TO RAL SIAPORTING FRAME(Bv OTHERS) Miami- a 06=Product Control jt . e . .. . . .. .. .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . FRANK BFNNARDO,P.E. ; RHEEM SALES COMPANY, INC. ``LA ,}PE4A549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIC,�TII`�''• �� _ . a,+, 654 •' - / UNIT =�•, STATEOF z' Drna3as LENcrM 33.7F0 3 I I q„�gNAiREIt u j(� k HFJG ,..`Ih.Lox NOTE lJ 4i.aGm Wo§ SCCDCTAa41 EE DMLM ~ 5 . .. 1 �0 W i�LU A 00 InfiLU rL x; u 0 0 5 I ! (2)2H'1t1('x WBA D BEEDETAILA B O.tBFQ' - < %MA%ILONG PutI ALUMNUMANGLE83mm 2 MOUNT ISOMETRIC VIEW O v LENGTH CENTEREOFRAM Z o PET ..IGULARTD 1 N.T.S. FRONT 150/BACK ISO H SUPPoRTMGFRMIE CII. Z 30'IMWl-CO'1K�7 00318'g 0 1r } o I ATTACH wNOLES TO FRAME u W(DI(1F1i'B THRUBOLTS CLEOLEOR REFERENCE z M WITH WASMERBNUTATTHE ATTACHANGLESTO x TUDT 0 d N INTERFACEBETWEENANGLE M FRAY.E VATH(1}1i"B 20"(NIA OHOY N)• pp BoLTswNE(TOTALOFIA TLgUBCLTS,TYP. I 40"(MAuMAG(LLtO € BOLTS WILL REUSED) AWMWUM ANOLE 0 O o n Q G ""POREDABWT n 11.... / SUPPORTFAAME,TYP. f p=W 911PPORTFPMIE(BY 2OOP 4SOSY :,TREKS),TTP. CEMER fTOCEMER J SUPPORT FRMIE Q O UUU6 (BYOTHERB),TYP. N n , 1 MOUNT EXPLODED VIEW 1 SUPPORT ANGLE 0 oaas3 Lu 1 N.T.5. FRONTMOMETRIC NJ.& ELEVATION � O�E fJ POST BT Uj _ $ THESE MOMETRICS ARE c BOL - )t10 SMS PER 0 INTENUEDFOR - CIIP•TYP• UNGRAMAMTICALPURPOSf3 A ONLY;ALTERNATERHEEMUNIT8 C 4 00 LISTEDHEREWMAYVARYIN F 0 _ - O EAPPEARANCE ° D CORNEA CORNER LOC r,'aTHRUBOLT POST - POST TIE-DOWN CLIP VMHWASHERa tI a HUTiSAMFN6 CLPBTO ulAMl IECx CLP 12GA q,� d Z, N.IIASNUA/ TBUPPORT FAAME(BY 7l1'rJ1'%SD'(MI10-A"MA%)ONO (OA9TASTMAESTRRWW 8� P ANGIE,TYP. OlMER6)HOT SHOWT! AIUMIMJM AN GLE CENTERED ABOUT STEEL NUTOt4)MMI 88 BI FOR CIARDY P. SUPPpRT FRAME,TYP. TECH qT/RRCUTONx S , 4 TIE DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS ZY11B"x3(nMIEO.40'(MA%)LONG _ �, SF! (U.IQALUMINUM ANGLE CENTERED APPLICABLE MODELS ABOUT SLPPORTFRAME.TYP. TIE-DOWN CLIP OFFSETS: � �� RA7348,RA7438,RA14420, ---- --- DIM,1 430"MAX OFFSET FROM DATUM FALF RA1624,RA16369,RA1642B, nn {- DIM,] 28.G0'MIN OFfSEr FROM d1TUM FACE 4 O alp@, 1 'v UPPDRT DIN.3 29.00'MIN OFFSET FROM DATUM FACE RP1338,RP134B,RP1530. L RP1442,RP1448,RP 530. tII 3 FRAME(BY DIM.4 13.00'HA%OFFSET FROM DAR IN FACE RD1430 RP1536.RDI 436, y S N s r D OTHE,),_. RP1542,R01442,RAJUA1724, RA/UA2036,RWA2024 COntOfiRTRNNtHt00WDOPE o� p 15-2564RE CLT RP/UP1724,RPNP1736, PRODUCT REVISED 4 I E RAAJA1736 RPA)P2024 •s compNIn with the Florida W), CALBI FLr.s.L _____ DIM.1 a —____ yp rwrnT Building Code PAE DDrscN:rrzON•=THRU • • •• NOA-No. 10-0712.07 SS'TALLUNITCLIPOFFSET DIMENSION SH ALL6,. 4NSTENINGAINGLAD • •.SUV1/OfTINf�AAIf. • • • El[p1Ydt10n BO2/ZS/20218+`TS%�'mTP5 TIE-DOWN CLIP LAWON01,=n-.1:L•••• • HE CE D By RAr»PAL Mism a e roduct Control '0 1 N.T.S. PLA SLPPDRTING FRAME(BY OTHENB) O E • ••• • ••• •:• •:• 9 • • • • • • • • •• • • •• •• •• •• • • • • • • so• • • • • • • • • • • • • • • • ••• • • • • ••• • /FI// FRANK BENNARDO,P.E. 1 • �1 g .PE45519 RHEEM SALES COMPANY INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICAT=O�1S��� *; q49 1 UNR�Y�/ ��tXTfT 300 i'Q'• * -n Z ExPLoom vTEw TM aSTb• IEflOTH 35.T �.YT% STATE OF o N TIB: BE ISOMETRICS ARB .]� i..so B0_E.OED'OR ///�us'•••••• OIAGRAMMATICALPURPOSES i,,, //(porgy 1EQ1L Y W �LLS5Udiydl ONLY;AIIEANATE RHEEM UNRS Z Z �aX(f LISTEDHERENMAYVARYIN Q �� W�> 213 APPEARANCE 0ME 0 a UNIT N Hf N0.E Z Lm ZE O Z AOO(2)f10X EEOETAX.41 - SEE CEYALIII W ti� 6TMNLESSSTEELSCRFA6 TO CONTROL BOX COVET!SIDES 7+IT^ J (39.41•TALL MODELS ONLY) A o O NO C4•�• y © s p �o M x'µ MINI- 0 N z MOUNT ISOMETRIC VIEW 4�T QO d ALUMINUMUNGIH CENTERED 1 N. S. FRONTIS01 BACKISO Z ItAl, OICIRARTO F N t SUPPORTBIGFPAME 30•(MiN)IOT RA ) H O g ATTACHANCLESTOFHAME r 5 04519V O :FER I w1TH-SHE THRUBOLTS I CIFAAANCE OO REFERENCE Q M 8 Y.TMFACEBE ME ATTNE ATTACH ANGLES TO FFAMS.SEI MOLEOINTERT ti W p I AND11ACIS CfOTEENANCIE (t}'.(•O THRU BOLTS.Of 3I)VAM)LONGwI- SLOT 7a ANOs,muLB USED)AL 9 GENEfWLNOTESPOR ALUMINUM i Bq.T4 vALL BE USED) wO PLAT USED ATTICS LOCAII"MQON,TYP. I ALUMINUM OO 0 I` BIPPDRTFRAME,TYP. V LL.... SUPPOo FRAME(6Y M.OT $..tM TMERSI TYP. 6 ceN EnWUCEU/ER Ove• L Z d Z SUPPOHTFRAME (BY OlMFR3).TYP. 1 .1 Lys i MOUNT EXPLODED VIEW s SUPPORT ANGLE of U)aY FRONT ISOMETRIC1 N,T.S. ELEvwTTON 4]OBT 9 y POSTBY X 0o gg x CON R0 PER BOX - _ CUP,TYP. A OO S 10 c D C O F-E o B f CORNER 4� CORNER TOT RWTWW BOLT L _ POST ;1 -- - a POST Y t THMSMERA TIE-DOWN CLIP NUTFASTSUND CUPSTO < ALUMINUMSUPPORT FRAME ABY SN3V,-XW(M11)•<T(MAI)LO NG MWAITECHCLW:I2GA p,�- •` ANGLF_TYR. OTHERS)NOT SHORN ALU UM ANGLE CENTERED AS OUT FOR CLARTTY TYP. SUPPORTFRAME,TYP. (0 STEEASINA&531 KSI 4 MAMI TIE-DOWN CLIP ATTACHMENTS TECHKIiCHRCUTDIEK < N.T.S. ELEVATIONS K T1KS IMPX3T ALUN (MWI.40•(MAX)LONO 1 (E INUMANCLECENTEREDABOUT P q svPPORTFRAMenp. TIE-DOWN CLIP OFFSETS: i 4.50•I'.WEST FROM DATUM FA(F 3N3Px9r B C d T - D[M.2 30.00'MIN OFFSET`FROM DATUM FACE HOLE, AF'R9pt C B LiP© M.3 31.00•MIN OFFSET FROM DATUM FACE 0.75- OF 6 LTr FRAME B OIN.4 1340'MAX OFFSET FROM DATUM FACE j N fnM I(9) OEAS),7YP. X0.12$' Qp(RGIf fRVd(LBFN�WA00PE. g -T-- APPLICABLE MODELS: 0.219 1.43'1,X•REINFORCEMENT N p 'P ia1360,RA1442A, MIN• - LATE AT THE UNDERSIOEOF 15-2564RE CLI A . -- THE FLANGE FOR AN PRODUCT REVISED J- r. RA1446,RA1460,RA1630, Q •—_ DIM.1 p 3/6.6 TNRv BOLT wlrM Rq 364, P2038, OF 0.216-MIN, TM[ucnEss asldIng T2 with the Florida - � PACESCALTa. BA • NISHEb S ryUl• • W� SUPPORTING FRAME OF 0.21EMIN,IYP. Bufldlny ods PAGE DISCRIPTIONI QIP OFFSET DIMENSWN SHALL CQITROI FI•TEN•IG A•GLEb •� 42/,RA1646�RA1660, FILC1dC SI'TALL WT eCQUIPOFFET DMHIS>;IOFbNLV- • • EUPP�PFA'G�I.M� •RP�180'�I'1460,RP1648, (BY OTNESS),TYP. NOA-NO. �s-D712.07 p/6 02 :Of/� DATUM FACE - 86]6'x]STS PRIME v �►•• �4; ,,,,,°a° °' 6 REINFORCING PLATE explr•tlono oz�2s�zo2, ,,�, �J DFS 5 TIE-DOWN CLIPT.S. N—LIMIT SHALL S LQ+DUI CTIRBRE RNOA204B,RAnAWBO, By Miami Produet Control 1 • •RPIUA20.6•RAR1A2060, 6'=1'-0' SECTION m ABOtPTTHE RAME LTO RAE RP/UP2D46,RPNP2060, G } SUPPORTWG FRAME(BY OTMERB) • • • • • • • • •• ••• •• IS •• •• • • • • • • • • • • 000 0 • • ••• • • MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 11/17/2016 Project No. JobNo Company Name MDS ENGINEERING CORP Designed By MARIO DUANY,P.E.,CMC,LEED AP Address 7850 S.W. 132 AVENUE Description KUMON OF MIAMI SHORES City MIAMI Customer Name State FLORIDA Proj Location 9517-9519 NE 2nd AVENUE File Location: C:\Program Files (x86)\MecaWind\KUMON AC.wnd Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft B - Horizontal Dim. = 31.62 ft Ht- Grade to Top of Sign= 66.00 ft W - Sign Depth = 31.62 ft S - Vertical Sign Dim. = 35.38 ft Bs- Ratio of B / S = 0.89 Sh- Ratio of S / Ht = 0.54 E - Solidity Ratio = 50.00 % Elb - Base Elevation = .00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 39.60 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 518.57 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W_Prea Cf( 1.12) ft psf psf ------- ------- ------- -------- ----------------- 66.00 1.16 1.00 46.366 44.08 50.00 1.09 1.00 43.734 41.57 0000•• 40.00 1.04 1.00 41.727 39.67 • • 0 00000• 30.00 0.98 1.00 39.274 37.33 20.00 0.90 1.00 36.061 34.28 •0000• • 10.00 0.85 1.00 33.942 32.27 """ ' 0000•• • 0000•• • • • 0000•• Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) 0000 • • • • • • 0000•• 0000 • 0000• 0000•• •• • 0000• Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls • • • • • •• •• •• • 0000•• • 0000•• • • Case A Case B • • • . . . . ...... :0006• v p,N Yy� F i F � .•' •. �0 F 4--- 0.2a 0.2B5 E Ie �0 •• 'I/,/ ftirr3 � � � � � b13 '•w tt indRwIt Cf - Force Coefficient = 1.12 , '••• �v Rd - Reduction Factor (1-(1-E)^1.5) = 0.65 Kz = 1.16 Kzt = 1.00 4z = 46.37 psf Wind Pressure at Elevation 66 ft = 44.08 psf Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 •••••• • •••••• • •••• • ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• MDS Engineering Corp. 7850 SW 132 Avenue Miami FL 33183 Owner: Kumon Miami Shores Address: 9517-9519 NE 2nd Avenue Miami Shores,Florida UPLIFT CALCULATION P = 1.5 —0.6 HVAC X W/2 + PXLXHX H/2 uplift W H VAC= 274 LB W=2.63' L=2.63' H=3.25' P=46.37 —0.6X274 X 2.63/2 +46.47X2.63'(3.25)X(3.25/2) . P = 1.5 2.63' •••••• uplift •••••• • . • • •••••Y • •r•••• • P = 245 LB •••'•• •••• • uplift 245 LBr••"' •• • ••••• n= = 0.493 Use at least (2) 3/8"0 lag bdl�s'Ln eac%*side 496 LB direction for overturning resistance: '•'•" (minimum two each side of urk)oo• • ...... •• Note: Steel cable with plastic ceRi re 11�, being provided. �,�'pJ•'SE '•.d�,ho C) • cc,�' �� •'•`'ti ti�i Boma copwalm l� y •• ✓ MWb ounX0rL®AP • S pax 91 MW A— m"�} PE N0.W=