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SUBMITTAL IDENTIFICATION SHEET
Shop Drawing I Submittal Review ® APPROVED ❑ REJECTED ❑ APPROVEDAS NOTED RESUBMn SUBMITTAL WAS REWEVIEO FOR CONFORMANCE VAIN THE SEEM CONCEPT AND INTENT AND GENERAL MUMNINCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL METHODS ANDDIMENSIONS.FTHIS TRADE MITH All OTHER METHODS COORDINAIH)N OF THIS TRADE Wml ALL OTNER AIE TRADESOND FOR PEACORMING XIS WORR INASAFE AND NDSATI SATI SFACTORY YANNE R BY Pablo Viteri DATE 03-05-19 Condenser Roof Stand Submittal rev- SUBMRTALF PJV Engineering, Inc. 7791 NW 46th Street. Suite 413 - DOW, FL 33166 MERIDIAN MECHANICAL SCANNED BY St. Lucie County SUBMITTAL IDENTIFICATION SHEET Date: 3/1 /19 Project Name: Advantage Self Storage Arch/Eng: Frank G. Reif Architect P.0 / PJV Engineering Inc. Contractor: Welsh Construction Inc. Revision No: 4 Spec ID: HVAC/Mechanical Hangers & Supports Description: Hangers & Supports Manufacturer: Mettalum Enterprises Inc. Vendor: various Comments: Submittal includes manufacture product data for: • Roof Top Condenser Supports MERIDIAN MECHANICAL SERVICES, LLC L PH:(321)877-0026 www.meridianmechanical.com V 3815 N Highway 1, STE 14 CGCO57770, CMC1249293, CFC1426768 Cocoa, FL 32926 (00-T , IZ 1k I ♦ r. 1 ♦ 1 ,♦�•r� r rr r ♦ r ♦ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 209 Miamy Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miarridade.eov/eeonomv Metallu n Enterprises, Inc. 7500 NW 68 Street Miami, Florida 33166 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 Division (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Roof Stand Frame Support for A/C Condensing Units. APPROVAL DOCUMENT: Drawing No. 17-087, titled "Aluminum Stands for Roof Top Equipment", sheets 1 through 20 of 20, prepared by Tilteco, Inc., dated July 21, 2017, last revision dated July 21, 2017, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each stand frame shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 # 17-6320.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI-0ADE COUNTYF� NOA No. 17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/IL?2018 / O Page 1 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0322.13 A. DRAWINGS: 1. Drawing No 06-MEE-0002, titled "Aluminum A/C Stand", sheets 1 through 3 of 3, prepared by Engineering Express, dated 03109107, signed and sealed by Frank L. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled `Aluminum A/C Stands Calculations", dated 0311412007, sheets I through 11 of]], signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Review Request Letter issued by Metallum Enterprises, Inc., dated June 09, 2007, signed by Yictor Toyos. 2. Code Compliance Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P.E. 3. No financial Interest Letter issued by Engineering Express, dated March 16, 2007, signedandsealed by FrankL. Bennardo, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0720.01 A. DRAWINGS: 1. Drawing No. 06-MEE-0002, titled `Aluminum A/C Stand", sheets 1 through 4 of4, prepared by Engineering Express, dated March 09, 2007, last revision dated February 03, 2009, signed and sealed by Frank L. Bennardo, P.E., on May 13, 2010. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum A/C Stands Calculations", dated 0312912010, sheets I through 122 of 12Z signed and sealed by Frank L. Bennardo, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01111/2018 MetaRum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: Code Compliance Letter with the FBC 2007 issued by Engineering Express, dated March 29, 2010, signed and sealed by Frank L. Bennardo, P.E. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0327.02 A. DRAWINGS: 1. Drawing No. 12-MEE-01, titled "Aluminum Stand for Mechanical Units", sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated May 21, 2012. signed & sealed by Frank L. Bennardo, P.E., on June 14, 2012. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled `Aluminum Telescopic Roof Top Stands", dated 0611212012, sheets 1 through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC, 2010 Edition, issued by Engineering Express, dated June 14, 2012, signed and sealed by Frank L. Bennardo, P.E. my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 0628/2022 Approval Date: 01/112018 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0123.13 A. DRAWINGS: 1. Drawing No. 12-MEE-01, titled `Aluminum Stand for Mechanical Units", sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated January 10, 2014, signed and sealed by FrankL. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled 'Aluminum Telescopic Roof Top Stands", dated 0411012014, sheets 1 through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-1224.10 A. DRAWINGS: 1. Drawing No. 14-074, titled `Aluminum Stands for Roof Top Equipment", sheets 1 through 20 of 20, prepared by Tilteco, Inc., dated September 25, 2014, last revision dated May 12, 2015, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS: 1. None. C. CALCULATIONS: Calculation titled "Structural Design of A/C equipment Stands ", dated 911712014, 239 sheets, signed and sealed by Walter A. Tillit Jr., P.E., on 1212112014. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. &Krny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/11/2018 E-3 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0320.02 A. DRAWINGS: 1. None. B. TESTS: 1. None. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 17-087, titled `Aluminum Stands for Roof Top Equipment", sheets 1 through 20 of 20, prepared by Tilteco, Inc., dated July 21, 2017, last revision dated July 21, 2017, signed and sealed by Walter-4. Tillit Jr., P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Structural Design of A/C equipment Stands", dated 912112017, 21 sheets, signed and sealed by Walter A. Tillit Jr., P.E., on 912112017. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources, E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC, 2017 Edition, prepared by Tilteco, Inc., dated July21, 2017, signed andsealed by 1%alterA. TillitJr., P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/11/2018 E-4 PRODUCT APPROVAL FOR, ALUMINUM STAND $ FOR ROOF TOP EQUIPMENT 1-(MEORIOMOF 11WTHIS PAD. PREPARED BYTMS ENGNEERIS GENERICANDDOESNOTPROVIDELIFOAMATpN FORA THE ROPDABULOINGCOLIE FORU$EW11T9NTHEMGH VEI.00RYHURRIGNE20NE(HYHZ(. DESIGN SITE SPEQFICPROJECr. W.WHERE THESR'E CONDITIONS OELMTEFROM THE PAD. PRESSURES CALCULATED FOR USE WITH THIS SYST GRALL BE OETERINED SEPARATELY ON A JOBSPECIFIC BASG INACCOIDANCEWfIHTHEGOVERNINGC00C U5FM1•GA6OMElH00C%OGY.IN AOCORDA)JGE WfIIl0.SCE (b)CONR TORTOSERESNNSMB FORTHESELECTION,PURCHASEANDINSTALLAT WMLANGLFE I-IOMO ECPDN16MOFT FLOMMBURDNG000E. N SIW1.BEl SSTNANOREOUMTOTHE MRAL I SAFETYOFTHGPAODUCT,BY,EDONTHISPAD,.MOVmEDI HE DOESNOTDEMATEFR0MTHE ANDURFTDESIGNPRESSURE CAPACRYVALU=S LISTED HEREIN FORANYASSEMBLYASSHONN. C0NORION60EFAllEO0NTH19 pOCVMEM,CCV$iRI1C110NSAFETYAT6RE GTXE WNFRACTORS RESPaNBlealn. 2- THEARCHRECTIFNGNFFAOF RECORDF0RTHE WSTINGSTRUC7TIRETINTWLLSUPPCRTIHESE NUMNUSMUCTSSHAL.eE RESPON6®.EFP ZMNOS RIOY ).PEFRIFYlHEA0EOFOUL FTHE EXGTBJGSTRRX;IURE T0WffH5TMD TNESUPEILM14I�SEDLOPDS(AGD)-REF'REACTNIN SCMEDULP NDIfiYTED ON SHEET & NN ERE REACTI ON FORCES ARE lG1 EU FIXR USE 5N iH DEIST W O SIRUCTU RE DESIGN PROFESSIONAL OFAEC:ORD SHALL VEFUFYAPP3CABRRYM0DR ADORIONALTACTORS FOR USEWITH FXISTNG STRIX:NREVFAFIUTi(N. Y STANDSH WNSTALLEDWTHMINNUMCLE GH MSMCIFIEDINTHEABOVE-NOTEDBURDING COO E.'STAND HEIGHT' AS USED HEREIN IS NOT NECF.SSM ILY EOUNALENT TO'STFNO CIFAR HEIG Im AS SP FIEOINTHE BLDG CODE STANDS SHALL BE INSTALLEDWRHA M1SNIMUM CLEAR VIDGHTNACCORDANCE Vm SECTIC41SM2b7ABLEl0 OFTHERORDABUM!NGCODE b MBPATIONL4 TCRPADSSHALLBEPROVIDEDBYOTI?:RSDE .MUM SSTAND & RISTHEFATVN FRGREEn WAEUNIY.ESfUCY y F0.5TENNGA56NONTIHEREN OVETVCD THEFRAIL MFM NJNUFA DETAILS WAARANIY, ESPECWLY WHFJiEUNRS AAEINSTNIEDNIRIOVERW WG PAST RAL (SEE 1 EdOWN DETALS? & ELECTRIGLGROMC).WENREOl11RM,TOBEDE51Gt E06INSTAILEDBY07HERS AULWCIMGLL SPTQDCAP (CHEAP6PACE TONNAGE,ETC.)SITALLBEASFERM FACTURERRECOMAENDATIOMAW ARETHEFDFRESSRESPONSIBILIP THECONTRACTOR 2- MAYJMUM OIMENSIONSANDN'EIGHT OF MEG *VCAL UNITS SHNJ.CONFOaM TO SPECFICATIONSSTATED HEREIN. MINIMUM TELBORMAXIMUM 60RB AS LISTED HEREIN (FEE NOTES) & NLSCREWSBEOLTSSIIALLBE/SSPECIRMONTMSDRAWNG,ANDSIALCOMPLYWLRISECIION 2411.33A OF THE RORIDA BULOI NG OODE 9- ALLNUMIWMECTRUSI0VSSI BESMI-IS&LOY BTEN.F'ERUNLESSNOTEDOTHERMSEWaDING SHALL BE PERFORMED IN ACCORDANCE WITH AM D U REOUIREMEMS, USING 5366 FILLERALLOYS. t& ALL EXETINGCONCiETESUSSTNATE SHALL HALE MIMiIMMkC PNESSME STRENOTHOF 30M PSIAS VERIFIEDBYOTHERS.HLCONCRETETMMP TOREACHAAIN.COPRES,SNESTRENGTHkOF21100P51IN7 OAVS. CONCRETETOPPNGS SHALL BF. <•.MN. iIALN. IT. ALLALUTAINUMIXTRUSIONS INCOMACf}MIH 5IEEL CONCRETE ANDWOODSHALLCOMPLYWITH SECfION5200J.BA2200.T8.4A.2W7.6S, 2W3B.6OF 1HE ROROABULOINGCOOE RESPECTNELY. 12- ENCdN[ERSEALAFFIXEOHERETOVALOATESTRUCMNLDESIG SNDNNONLY.USEOFTHIS MEOFIGAD WCONTMCIGROLMINDM"FIES6MWSTWRMLESSTNISFNGNEMMRALLCOST8 O MSNCLLDINGLEGAL-SSAPPEWLTEFEESRESMMGFROMMATERIALFABRICATIORSYSTEM F,RECTDN,CONSTRUCT!ONPRACTICESBEYONOTHATWMCHGCAILEDMRBYLOCAL,ST4T 6MOERAL CODES B FRDM DEV IATIONS OF THM PAN. EXCEPT AS EXM ESAY PRO VIDEO HEREIN, NO ADDMWM CERTFMAl10NSORA RMATI0NSAREINTENDEDONTHISDOCUMEM. FINIS ORABING SHALL ONLY BE USEO TO 06WN PERMITS IN FINE STATE OF AORIOA (c)THGPAD.WLLSEMN: DEREDIW DIFALTERMBYN ME". (A) SITE SPEC RIC PR01EGT5 SHALL BE PREPPJRID BY A FLORI DA REGGIEREO f TCdNEER OR ARCHI TECi WwW WILLBECOME THEENGFJEEROFRECORD(EO.R)FCRTHE PRQIECTMO W10 WLL BERESPOFLSI9LE FORTHEPROPER USEOF THE PAD. (A) IXRIGINAL PAD. SHnL, BEARTHEDATEANO ORIGNAL SEA -AND SIGNATUREOFTHE PROFESSIONAL ENGINEER OF RECORDTHATPREPAREO IT. SHEET #1 INDEX ESCRIPTION 1 GENERAL NOTES AND I 2 RILL OF MATFAWLS ANNENTS 3 STAND ASSEMBLY GLN 4 STAND ASSEMBLY DETA 5 !COMMNERTS EQUIPMENTUNIT ANCH5 SCHEDULE NOTES ANCHEDULE REACTCN SCHEDULE CONFIGURATION T SC.HEDULE FOR IATFRAPRESSURE RATING W1 OS-20'. HU=24'2B'32" 8 SCHEDULE FOR LATERAPRESSURE RATING A/ DS>20' UP TO 60_,,"HU-24'28•3_T9 .SCHEDULE FOR LATERAPRESSURE RATING- W/ DS-20i HU=36' 10 SCHEDULE FOR LATERAPRESSURE RATING W DS>20'UP TO 60^ HU=3B` 1T SCHEDULE FOR LATERAL UPLIFT PRESSURE RATING W/ 05220'• UP-TO60`: HU-42` 12 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ DS220- UP TO 60`' HU-4B' 13 .SCHEDULE FOR LATER UPLIFT PRESSURE RATING W D5220' UP TO 60' HU-56` 14 SCHEDULE FOR LATLRAI/UPUFI PRESSURE RATING'W/ HU=24`,28`.3pttov ROOF W TOPPING IS SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ DS>20' UP TD EO'; HU=24',28`,32 ROOF V! TOPPING 16 _ SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W DS=20'' HU=36`, ROOF W TOPPING 17 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ DS>20' UP TO 60`; HU-36`. ROOF W TOPPING 18 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ DS220- UP TO 60 ; HU.-47'. ROOF W1 TOPPING 19 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ 0522O' UP TO 60`; HU=48', ROOF W TOPPING 20 SCHFDULE FOR LATERAL/UPLIFT PRESSURE RATING W/ DS220" UP TO 60'•; HU=56`. ROOF W TOPPING W ma$ � yam a _ WS� W � O a =E m �13m� a'z V UMV oIw BILL OF MATERIALS 006-1xmR Xe DESCRIPTION DIMENSIONS - - — MATERIAL MANUFACTURER NOTES 1• RAIL(I-BEAM) 2.50' X 1.375' X S 6061-T6 ALLOY METALLUM ENTERPRISE INC. SUPPORT FOR ROOF TOP EQUIPMENT FIT AND ADJUSTED .INTO 2A LARGE STRUT TUBING 1.75' X 1.75' X 0.094' 6061-T6 ALLOY METALLUM ENTERPRISE INC. WIND BRACING COMPONENT WELDED TO D 2B. SMALL STRUT TUBING 1.50" X 1.50' X 0.125' 6061-T6 ALLOY METALLUM ENTERPRISE INC. WIND BRACING COMPONENT WELDED TO 3. TOP CHANNEL 2.00' X 0S70' X VARIES 6061-T6 ALLOY METALLUM ENTERPRISE INC. WELDED TO TOP OF QTO RECEIVE ID 4. POST 1.90' X 0.145' THX. 6061-T6 ALLOY METALLUM ENTERPRISE INC. WELDED TO©. &® 5. BASE PLATE 5' X 5' X 5 16'• OR 1/4" 8061-T6 ALLOY METALLUM ENTERPRISE INC. 1RIDFD 7011 AM7106FD TO DITSIPC 9RIC11% COMPONENTS F .SOC" 1/4'0.20xln' _THUMBSCREW TIGHTEN TO {gCo", REFUSAL J .22C' ��� I L-80.. .220"1�'rr i-I-- ISC.�.L I 470' 7ADC..`1 .384.. r`'7$�__f— RAIL-( -BEAM] 1n-0-1• 175i�" r _a LARGE STRUT TUBING 1n'=0'. 1• 0 TOP _CHANNEL 112'= C- P' I SOG" Iz�• <, . n B SMALL STRUT TUBING Mr= D. 1' I .BDr.'o.D I_ 5/16"OR 145THIC" THICKNEE 04 POST 1n•= 0-1" POST@LOCATION (CENTERED) W/OPTIONAL 1.9' DIAM HOLE AT CENTER TO FIT(A) HOLE FOR ANCHOR tco: tr WITH DIAMETER 1/16' LARGER THAN ANCHOR DIAMETER O5 BASE PLATE 3/8'= 0'. 1' SCHEDULES ON SHEET 77HRU 201NDICATE `' •+•. MAX. ALLOWABLE PRESSURE FOR S/16' PLATE. SEE NOTE BELOW SCHEDULE FOR REDUCED ALLOWABLE PRESSURES WHEN u1I q 8 Ze 1/4' PLATE IS USED it p .......... .... .... . ........ . ...... tj CQUIPMENT (OS)STAND UEP MR SCHEDULES 4 ..... ...... 2X ul lwN .TSTO tu 10 0� gd R F FINIS IIG STAND DEPTH . . ............. ....... ........ .. . . ... . ............ . . ... .......... I I 1, ,�s 441�, ROOFM F. (DS) I THICKNESS 7 L SEE VEST 6 FCR 4ANC4ORSPERPLATE ROOF HOST REACTIONSCHECULE& (SEEANtHORSCHEOV STRUCTURE SEENOTEzi FORANCMRBMCS)ON SH SCTO STAND ASSEMBLY STAND DEPTH FRAME ASSEMBLY ELEVATION SCALE VW.9.1- SCALE 1e16'= P.J- -Pa61AEW1�% M A.O.O,S PER W31 (U .Ase"TE. ROF N "M 6C11CPILC FOR O'. sNEerl �• o I wvSwwY C!3% K 1-i POST S BASEPLATE 2j P-OSTiTRUT TUBING 8 TOP CHANNEL CONN ' 4 SCALE'lla•=,,^. n' \4%HCNIL tIRT: D. I' .�—.-, U GSL0.6t3 II. I w 31a rs11emA.Tw ♦DDIN S: D-w vL I mm RiITER l .A .EL.Yn3wxE SCPEWSKITI MLv FNWLLDTxvE,G3 Tp 3rt0. — YEA�PTYP JL TOPCi 0.xs FIN15x TFV TOPE DORW aIE,LN90E JL TOP D: �PODF HM6N 10P FPOCTON pE F.C.Y - _ _ _ _ I 1 1 pmC MCec1 lose laArL,'a} I '.OTC) .ICxem. DECFY(L LM1W43CFFL —•._-- pLLFI.. NO / _'.•• «MNELCvuCL] LDSVMDWILN / MFM6R 212"�I - DED BeT 21(2"—+ —' COxxaGTP41E5 �"TA 'C"'MRRL, (4;OR,WCAE,OTIDMWDN 1p 3ANOWKN NNSLW,Sx ERA _ PDK TOPA RO WLATH DKV.SR.IHRGLED IL RWlr[II..R& M FOOS NUTAl W1AXC0.6 .11. OR W vAtTEp OR TRUf9 p L o" _ �AEl. .l1ELR OR TRVS3 4N BASE PLATE ATTACHMENT TO EXISTING STEEL TRUSS OR STEEL BEAM ROOF SL4LF.4a"mod=i'�ECE�RION-- — rS BASE PLATE ATTACHMEN TO EXISTING 4 WOODTRUSSORWOOORAFTERROOF SCAL£:IIPv O'.1- ELE' AROH EEFWIQ LLRGC -STNVTIWMG WTdIR a4la1 I NBM6 � I ' 1w11Na"pIB... «lARvuTAwnaNe,a C3 STRUTSPLICE 4fECRE IMla- 1- ' IION fINIsm IDroTxER3t� �--- ImrEiJ Mt C6l BASE PLATE ATTACHMENT TO A EXISTCONCRETES7RUCTlU SLAB Wl CONCRETE TOPPING SGLE:IN'•P-1' ELEVATgN � e ay S•cr �$ S S sw 3 £I 6 I Z-^ n O al fA pp� � a 3'gg# h y 0 ;l ivy u W J;gY' DNeMFFTL) MOW A r f7- 702'3.77 P, /// 'e3bZZgf2w22 F•' L that, R EQUIPMENT UNIT ANCHORAGE TO RAIL C1) 1 1 / // RwYHEM UNI%j/ /%///• 190NEfAC WIW %�// vv` IEpA¢TRIC NLW/// RIeEF ORROE]c11.111P / "'FWNMFNTVNR / / EONPVdM NIR / / �COWMCM UNR / ]NSGCHbiNPIMOIO WNLMPCCIS 1 / / C•bA4.laf R' LWLfRSNi OF WVI IOP / TINµ1.1•INMI. // ILlRM U4111pPL[M[ ORLv�Sv11 C'(NINIPbTY F, E% OKi pKRYTO RIM1W ON pP] / O.NSZNN199'.S 1R'INM,1 INW.]$1R1P9 PERUNT ]Cd. ALYLICLO / / MINA BRL15 K11N I / / NM]WESMER j 0.' WLOMO]M NACU 'm ® - SN]R]GPIONNA / NrcCSOAF,' :Pv NN i17 OAW U4RFR1YN0 /N /., n / C I1339.IrP191NVE / j 60GRM rPOS PER UMI[(OBE �V�_LUsa yx/.m.enurnrama rswPld1ve A, PEpttPlO R111.P)Gp1 YYf PEA VXR�TO B! \' Iq GEGiGOUNP.f rN•. l3aETOq P3Bs _._. __ •� ILOuroaelSR -/1 L� SMSPER LIIP TO R/.R PG UMT.TOOF F{BP60R.0O3 A" ilE•9M3 plp ypr. _.pULp.0F41{.J GLX9IMPENS rp ISIXAfa P.Cn PEp YNILIOM _.___p(yLf ArAYI� rPOVFROBY R.R (bEAN)lTl PRONOEOBa _ RIRIAEAMfl� PRO40[OMT YRMto OY PROVIYEORY On1FR9 OlHER9 ORRRn NVFRb�Ce RNLROROY - - iGNC[P]N SSfp1 P3MR 0M 9 OML0.f umR Tr1XcucoNxecnon: HxVYMI.I I'FN L'N`I. xueoxxFo(lox: MIHI51lM U." PCRYXIT T]ncu Loxx.mwx. MI\IIAyN.CFNUM- Trncu cormFnro 41Nyt1 PE0.1M11. mmcu cowrtLnw: I IINIMUMf PENUNI, ( 1 C1\ CLIPPED UNIT CONNECTION %2�CLIPPEO UNR CONNECTION /E\ STRAPPED UNIT CONNECTION C61DIRECT UNIT CONNECTION 61ALTERNATE DIRECT UNIT 'w10 SCALE: 11Pe 01. 1- ELEVATION ` GLE: 11Pa P-1' ELEVATION L`SJ SCALE VI-W. V ELEVATION WSJ SCALE:IN•.Y.Y ELEVATION 5/CONNECTION lW1 r.OP11•. / SC4E: 11Pc0'•P ELEVATION F fq'NngylRel. CAW.SnELCLIP WI 1d0'TOPNOOR y� /� /',LY(� //• / n xln•a.•.O.PIIa / 21rMK 11-39XSI -FWIIMIPM YMII 01L.V. n1fFLpIr WI -FOVIA2N(UNR / /. /I 1!r'IOPXOON l /� VNf • � pLI SAERCLPTPIL.1 Ur of COlfp rORYMR MR _ _ 0 'C SN9 PCRClP TORA! � USE ITro ALI AROYyc! i Gw'�fP�10 (1TP11LLARcmR III3AEOORIS c.11 M' SNS PFNCL®(ONX10 - a \ LI SAfGMOESPNaIIC' G9:OEUNRFMNxO 1 -SNn Np cLm A9Mxi0 _ _ CRCE Vxn FMMIxO _ UWI MAVOVCRNING -RAIL N3']WL MIµ1LIN".. IAMTDRVADS 19IXATOR PA.n GCN 31511 ISpAIMPAC9 rCR VMIT. rO B[ PPOAIO flY RAIL(dGNRI PGNIII. TORC PRONppOBr -.RAI\ISGMIL./ OINFAS 0}XF0.3 VIEW X MICALCOXMEC [ ^ VIIIINUM(dI FiF VH11- �� 61ALTERNATE CLIPPED UNIT WITH COMPOSITE BASE `5 / SCPLE:1/P• 0'� I- ELEVATON MO.111C! ni:Y1.5,D A.ii1,I'1g1-^r...0 1: Ro i -M�/ 1 C •ZE�2 22 SCHEDULE NOTES 1. SCHEDULES ON SHEETS 7 THRU 20 PROVIDE MAXIMUM A.S.D LATERAL S UPLIFT WIND LOADS FOR EACH COMBINATION OF TOTAL UNIT FRONTAL AREA (AF). STAND DEPTH IDS), EQUIPMENT HEIGHT(MU), STAND HEIGHT (HSI AND NUMBER OF POST FRAMES (N) PER STAND. SEE NOTE 10 FOR APPROACH WHEN TOPPING EXISTS AT EXISTING ROOF. 2. TOTAL FRONT AREA IS TOTAL FRONTAL AREA OF EQUIPMENT UNIT FACE PARALLEL TO I.BEAM RAIL(B 1EOUAL TO TOTAL SUM OF UNIT HEIGHT (IN) %UNIT WIDTH (IN) FOR ALL UNITS ON STAND), AS DEPICTED HEREIN. 3. UNIT HEIGHT (HUI INCHES INCLUDED IN SCHEDULE SHALL BE DEFINED AS FOLLOWS: AVERAGE HEIGHT IF ALL UNITS IF THE DIFFERENCE IN HEIGHT BETWEEN TWO ADJACENT UNITS DOES NOT EXCEED e•, OR MAX UNIT HEIGHT OF INSTALLATION IF THE ABOVE CONDITION IS NOT COMPLIED WITH. A. STAND HEIGHT (HSI. INCHES. IS AS DEPICTED HEREIN. S.-FRAMES' HERE DE NOTES ASSEMBLAGE OF 2 POSTS IDWITH STRUTS (2 CD1. 0. EACH EQUIPMENT UNIT SHALL HAVE A MAXIMUM WEICHTOF 5%Its 6 A MIRWEIGHT OF TS MS. 7. SPACING BETWEEN UNITS MAY VARY (UNLIMITED) e. REFERENCE ANCHOR SCHEDULE BELOW FOR ALLOWABLE ANCHORS AM INSTALLAl10NCRITERIA. S. EQUIPMENT UNITS SHALL BE ATTACHED TO I.BEAMS If, PER UNIT CONNECTION QUAILS ON SHEET S. 10. WHEN EXISTING ROOF INCLUDES CONCRETE TOPPING (SEE DETAIL SIC). HIS TO BE USED FOR ENTERING TWO SCHEDULES IS STILL MEASURED FROM BASE PLATE LSL SEE MAX. PRESSURE RATINGS ON SHEETS 14 THRU 20. ANCHORS_ SCHEDULE !�— SUBSTRATE CONCRETE Q STEEL Q WOOD Q .uMneNNLv'P.xrNN .mTn ., _n«_.m rtn eol•x r.n, .�. 3IB-nla 12'Y311T waw°i`s'n• `16-.2E 514- `w ...nN 3 JIB- I112- 312' _ 0.4.DGE CDLI —HC%N'AN TDU< LFIE% STRDClI11Ul DRILL SCREl15 _ .��n NOS I AT, FCREM Q NOTES: 1 - CONCRETE TO BE MIN fc = 3 KSI 2 - STEEL TO BE MIN ASTM A-36,114" MIN THICK. 3 - WOOD TO BE G=0.55 SOUTHERN YELLOW PINE # 2. "REACTION SCHEDULE: SEE NOTE 211 STAND ) REACTION REACTION HEIGHTI ATBAsE REACTION AT BASE, AT BASE (HS) RF RY M.IR. 1827A LB 3.3 K-IN 18" 273.0 LB 24" 246.0 LE 1582.0 LB 1 3.3 K-IN 32" 5188.0 LB 1424.0 LBI 3.3 K-IN ^ REACTNINS CORRESPOND TO THE oVRST CASE FORCE APPLIED AT BASE PLATE FOR ANY CME0IAVON OF D3 OF HU FOR AN HS OIMENMON I A .VSO AS NO . 'ar (sa C. F+�44 '•"kl a; HU� `A mm-�A 'TYn. FRMIE DS IHS R% Hl'I M.DSse SIDE VIEW IMLFROxtIRn.PAe xorzolxaexeouLE•suu OFIRmTSOVIT DOF AuuxmoaerAuo NIA95ROPmmEs, ASNOTLPNS.Mll UNIT SIZES.& CONFIGURATION (FOR USE WITH DESIGN SCHEDULES)_ SU12; li!'•1'<' EONIIPK Ye SEE NOTE 3 FRODUQT NEI'ISn; E.,r n„Hn,obf�-E-�2c zz "'���P A�✓ ��r� CU-1 1 DS > 20" UP TO 60" AF HU HS N=2 N=3 N=4 N=5 N=6 N=7 N_=8 N=9 N=10 N=11 N=12 pN2) (IN) (IN) WL i WU WL., WU WL, WU WL, WU WL WU WL, WU WL, WU WLI WU WL I WU WL; WU WL i WU 24 18- 24 zzs2; nog t87e _9D9.2e+]itDGS_ 3443 ifis 4„ 45en 1221,9 _. 32 1.St9 ?J6.. $$4 Z$ 24 - 125,5 ; 6D.7 ,188,2_, 97.7 _ --' 32 1014 491 21 73 GG 1152 32 15 24-- 1152_- ._1729.. 94.2 45.6 141.3_ 69.9. - 2 111.6_ 188.4=9.12_- 2]55-- — - - - - 32 4 1 1904 92.1 ---- ' 1440 32 18 4 — 922 ,44.6 75A 36.5 735,3-56,9, 1+30 , 54 7 IBdA 692. 150,7 ]3.0_ .2]q5 1116 1084 p13 __._, _- 32 . 09 95 1 442 , 1218 5 0 1 1 3. - _226,1„1094- 6 88A- ' 1728 32 48 ,.. _,_.1153 550„ 2 45,6_ 153/. h4.__1921.1930. 125,8 608_ l570 76 a_ 230.,5,; 11 L6 .,53.4 n_71 { .17 .-- Z304 3Z 3a- B64 410., 70] ;,3g.2 1152 ,556 Ba,2_ 456_ id4,lJ 69] lt].e 570, 1 29,_83J 1413- 684 784,8 .798, 553- '2$$0 32 +e 34 _ _ -691 13.5_ 566 -. 274,_ 9x.2 4d0 75" 365„ 1+SZ 558 94.2_7 456_ 13B3: 668 113.0_547 161.3 __]B1 A 1,8-f1 184a_g9,2_, 150.7.i, 729sp _ .6_516 _ 36 18 ..�,.,. 2e _ ]J; 1357_ _60A.,? "292 922�44B 754-Lab3_ 11,,6; SJ �0,4__438 12$,1r6 105.5.1 517 147,5 714 1206 584 1660y_66. 135 By_65;7 1844� W2, 7507;_72,0. __,____ --._.._ . „7 4320 3Z _0.6 8 24 _ .. __50,2_?,4.3,_62,8_ 6t. - 29.7 .7fi.8..3]2 304 92.2�4d8 _75..4�365 1D76. _521 -879i_426 172.9"U-5 1005�_485 138.3_66.9 1130y_l =7.y14,4_ 125.6_60,8.. _ ---- J2 d 9. B 71 4a 1 9 A Ad 1 , 49.1 - - 5184 32 16 24- - —' -- _ -- se. ,310 ]6,6_ ] , 62,8_.3Q4 B, 1! 4 72.3-;_355__83J__405 _ _14_496 /5 �55.6 942 �45.6104.'C_50,7_ 120.1 __ 2, _ 1151i 55,Y- -- 32 - _54,J;-253 423 46 5 B 761 31 5 - H9- 5760 32 16 24 - _ - 57,0y 2.9 _d7,1__228 _6 1 335 _56,5 „274 80J i_39 65,B J_379 .244 _9A2 456. 1 1036j_5D2_ . i_ f7707_54,7_ 3 1- 10 d 58 /. i 3 , 46 91 4 4 $4$0 32 6. 24'— ._. - 6p5_„ 9 _ 50,2_. 24 J_ 71,Z 3nJ 686., 284: im u J_ 8.7_1 40,5.. 1 45 97-0..100:5.(y4B,e,0 _ 5. 19' a. 2 06] %328 44 7700 3Z 18.. —.2.4_ _ _ _ ._51,1 .060.3__29,2_ 42.3.._2.05 49.3— 23.9 '18. 6%0_1_33.4_ _56,4-,_27.3_ _63,4�30,7 _ ..4,: _ ]05�3E 9. 'ABOVE INDICATED A.S.D. PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 511 G' THICK PLATE (COMPONENT # 5, SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 114" THICK MATERIAL, THAT IS, MULTIPLY SCHEDULE PRESSURES WI., WU BY A 6.64 FACTOR. F::r.:N:: c:ev:-D_ CU -2 6, 9, 10, & 11 CU -3 4, 5, 6, 7, & 12 MAX. ASO DESIGN LATERAL (WL) 8 UPLIFT (WU) PRESSURE RATING ( sq SCHEDULE GIVEN DS > 20" STAND'S DEPTH (DS) TOTAL EQUIPMENT UNIT FRONT AREA (AF), EQUIPMENT UP TO 60" UNIT HEIGHT (HU) MAX. STAND HEIGHT (HS) AND NUMBER OF REQUIRED FRAMES M_• AF HU HS N=2 N=3 N=4 N=5 N=6 N=7 N=8 N=9 N=10 N=11 N=12 ( (IN) WL WU WL WU WL! WU WL WU WL WU WL I WU WL , WU WLI WU WL 1 WU WL, WU WL, WU 1440 36 -32 9&4 "609' 'T295 384 s 8 -t14 _442 164, -1219'i-730 - 3 28,5, 0 914 442' 12 i 9018 24 62 G �o.g__ _gg 3 S.8_- i43 "fi0 a= * -1 760 -5 - --- --- -- -- _ 32 5 8 24.6 16.2 69 016127.0 1 61 - -- -- " 2304 36 1B za - _ .__1.3 707 34.z_,94a b5 , 46G 144.2 �J 9a _ V3_-. - " _ 32 . - T 1 27 162 3 .9 346A 114 553 -- 2880 36 _ 18. ;24-- ti 2 4. 3 5_ s68, zT 4: 92 3 44 365 .1 .3 L 55 _9d,3- 456_ 130 . 67 0 1131I $4] 1... 1 63 J2 41B _75,4 5 7. 6 Ji 8 00-"74 �42 3600 36 - 24 ' - _ _ - '- - - _]3;8 3 . _ 60.3_29 _9 , 49 JS_A_,j-Je 3_ 110 7 , 5 _6 905 43.0_ _129 . i_G25 ]056]_51.1 - 14i 6_ 71 5 1207: 584 -0 165,1 8 .4 13,5.7_ 65.i ___ _ - '-- ;-- ' - - - 7 4 236 6 731 : 4 7: 1 - 36 16 _ 24 _ _ ---- _ - _ __ _ 61,5, 9. _ 50.J_2_4.J ] ,9,, 37 _1508� J04 92,3,_1 44.7 $.6 365_ 1 7 2. - 42.8 12 0 595 Ab 48' 1 4 z 1131 a4. 53._ a.4- _1345�i6.b . ---- -- - 3 0 508 4 a4 0] 9 d 4. 4- 36 _ _ z4- .. _. 41.9 y2G3_ s2.4.1 54_ ELL 7B 9 37,2 62,6,.; 3d q, B 7 43A. ]3,3 355 10 .5 ; 498 8J8:406_ 115 _ 5 9445,b 8. ,' 1047 50,7_1152 L54.8_ 1257 608_ .B 4 A. ?7,] 3 8 4 846 a 0 G r7700 36 _ 8... _ _ 24._. _ ._ _. -. _ _. _ _ _ _., 5Z,7_27 9 a7.t, 22B 9, _L 56.6_. 7.4 .r_I39 1 6G,0_, 310__7.SA_365_ _ ,3 44 / 10 �6„I_5�0, , 8481 41,1 1 ', 5 943 45,8_ _7269 103.7 61, 502- 67,0_ 113.1 54.7_ 184. 4 1 09 2 8 2 7627 i t 442 36 1 _ _ _._2Z _____.-__ ____ _ ,.. _ - _ Si.J 248 33,8 20q 815-_6.8 .406_-193 1,tl_L34i _4 ,<_-28d, 8.0 39] 5�,0_.Z24 823 , 659 396:6771 _ 4 ,6_ ]6.S" 1128154,6. 922 6_ 12$0 fW.5_49.7_ 36 18 .24. _ __- - 51,8_' 2S,L 42J: 20,5, 6 A. L 9 49.4 ;239 , L A 66,4_;273 7, i 3 . 63, 30.7 I_ 1, _ 705 J47_ 94 9� A6 4 . _ 37;5_ _ 50.1 _ 41b_ J2 3 15. 3 A 1]8 41] 20. 4G Y 521 2 2 51 - -27. _846 5 'J 2 7920 36 .. _ .. _ .._ _- _ 50, 24.4 41,1, `t99 .7, , ; 54:8 2B 5_ 36. 6 0 40, _ 688 J. 362_ 92 54_36.5__82� 4..._ _ 0 Z_' -39.8_ _22 J3 1 1 44 ; 417 .29,0 4 1 9 G B B 5 _::_ 2 6(Ta(Q 36 _ 1 24._ __ - -- �- -- _ 4 .1 377-,. 182 iff 61,b,,,2 8 50.3_; Ida + "586i'274_�62.8__304 4 691 33.5=JSi1�36�5 _ 7 3 Y4U6 4 Y`"' 1 5 T-7 95 ' ABOVE INDICATED A.S.D.PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 5/16" THICK PLATE (COMPONENT H 5, SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 1/4" THICK MATERIAL, THAT IS. MULTIPLY SCHEDULE PRESSURES WL, WU BY A 0.64 FACTOR. e ,Y n_nb ,`u °lZ TS Z 20" CU-A _� UP TO 601, UNIT HEIGHT HS N=2 N=3 N=4 N=5 N=6 N=7 N=8 N=9 N=10 N=11 N=12 (IN 2 1 (IN 2) (IN) (I WUWL WU WL WU WL WU WUJ Af V WL WU WL 1 WU WL WU WL WU WL! WU 1 44 0 1440 42 16 _Ao� 9 4 75 4 "�!l k5 " -1 183� V4.8. f 37 61'A 2 9 q I Al 3 4 . ...... 1728 42 24 24 � 3, 6 125.9L 60 8 3z- .46 762 A I 4A, 2304 42, 7184 G. 7 342- inj 57.0 32, 57, 27.7 - _�Q64.3_1115 2 36,9 - 46.1 2880 42 18 24 69 5 .6 2il- 7 6- 456.JJ3.0 pu b L67.0 54 B ,2 457 -s 76...'? 6. q14 1 44:2-1- 3600 36 0 42 -Z4' A... 453* 21:9 -36*6 73.6 6, -6 0.3--! 20 2 '23.G VZU 4 J 15.4.1,30.5 110, b 9D.5 43 8. I 1 62 5, lo 5 6 51,1 iT77 7- -715- 4 8 8 Bi A , 295 - _73 1 354 -J20.7-L58.4- 0 4320 42 1.6 650 5-7-24.3 -197 _6"2:9'_ '30'A' 943 44 - J614 365: I 0 51.1 -18 8. 2 � 6- -123.1 L 59.6 48,7. 138,5 -67.0. 32 AAA �An IA - A 7qS 71 1 ld4 ..100.6 �l 1.1 �. 1 _J_13_1,!_54.8, .19 , .11 5184 42 24 51.3_24 B - 413.9 _20.3 64J. 31. 0 _452 4_ 26.4- _201 _J69-13 1 - 62:9 30 4 - __ - 917-43A.1938 73,3 35,5 __59 2 4 5 10 3 5 #40 116�41_55 94.3 45.5 620 4.8 so - I ---- - 32 3 9- 16A 2.3 50.8 1 4.6 37_28-_ 687 311 -7G.2-7-36.9 -1 804 7 • 411.0 -- - 57650 42 16 4 -452 "' 37.7779.3- 14.8 57.7--".U.. -69.2- 274 221 md - 66Z 3 g 33 l - _ ' _7K 38,5 " A 2qs J9j,8_,_5%3. " 9 •41.1 -Baa- 5.8- �0.4'1 B03NNIB62 138.5. -113,i_, 54.8 114 80 6480 42 24 S.24.8 _41.9_1_20.3� 61.629'a 503. -243-. ll.b 34.0 -51 7- - 8.7W_7jlz4q - -32,0_4-39.7 7�0_L32�5 92.3 7 -7 - _44� - 51 5 102.5 j 49.6, A J128.1 !M.6 - I a I_44.6 U3.1 1 %b I - - __ 7 jooe & - 32 406 197 47. 1� -6 B47 19, _?6 -61-CF-I 4'r 2.87 -8 ONS -"74' Arl 7700 42 -24 jz lu.v 362-7-17.1 __ -4 '3- 49 4-;-'2 - -39.9- -5 -2 4_df.b -163.5 307- 1 41 a 5:1 9 76 37.6 32 2 5 1 8 8 3 34'2 6.67- f . -45 - 2WA- Tf.0 F27: - _A2'7_,_ld I- - 68.4--' -33-1- 7920 42 ---24- A. IV., 36.3' "I&C bu.5 24.4 -4141- - - 19.9 56.1 25A 67,1 !2�.5 _54.9- E26.6_ 7515 366 _0:7�_29_9 8l9_j2U5_ 68.6 33.2 _BZ.3 44.7 75A -36 5- IOUJ 40.1 - 82.3 39-.8- 37 - 33.3 16.1 _48.0--'23.2: -8- 38 18:9 44Lr. 21.6 _49'97-2X3- 55,4-1-26 8- * -61.029,9- - 645 322- 86401 42 �4� 37.7' 22,3 _ 8.3., ITT-' _2" 1�.r fil.5j-m P0.3j ;4.3 _qT47 337- 566 . 27,4 -Jf,Z- 2,9 M,4 64 u A I'U 973 ZT7 '2 ......... ... 30,5 148 3S629's 406�9 7C '45 722 1 -508 9 70 0 93601 42 1 24 42.6 20,6 �34_8 . 16.9 46�22 ! 63 _62 1 �1_211_ ni.0 4 In 0.0 261 638 32 201 r JBI 42 2 1.2 'ABOVE INDICATED A.S.D. PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 5/16" THICK PLATE (COMPONENT# 5. SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 1/4" THICK MATERIAL, THAT IS. MULTIPLY SCHEDULE PRESSURES WL, WU BY A 0.64 FACTOR. �v --7-Lo23 ;,7 Shop Drawing / Submittal Review ® APPROVED ❑ REJECTED ❑ APPROYEDASNOTED NESUSMIT SUSMJTTAL WAS REVIEWED FOR CONFORMANCE WAN THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL OUANTAJESAND DINENSIONS.FAMICAnONANDCOMSTRUONON METHODS COORDINATION OF NO TRADE WITH ALL OTHER APPLIGBIE TRADESAND FOR PERFORMING HIS WDRK W ASAFE ANDSATISFACTORYMANNER. BY Pablo Vi Ceri DATE 03-05-19 SU&ARTAIF Conde.ee Roof Scared Su .iLfal rev- PJV Engineering, Inc. 7791 NIN 46th Street, Suite 413 - Coral, FL 33166 (0 MERIDIAN MECHANICAL SUBMITTAL IDENTIFICATION SHEET Date: 3/1 /19 Project Name: Advantage Self Storage Arch/Eng: Frank G. Reif Architect P.0 / PJV Engineering Inc. Contractor: Welsh Construction Inc. Revision No: 4 Spec ID: HVAC/Mechanical Hangers & Supports Description: Hangers & Supports Manufacturer: Mettalum Enterprises Inc. Vendor: various Comments: Submittal includes manufacture product data for: • Roof Top Condenser Supports MERIDIAN MECHANICAL SERVICES, LLC < PH:(321)877-0026 www.meridianmechanical.com V 3815 N Highway 1, STE 14 CGC057770, CMC1249293, CFC1426768 Cocoa, FL 32926 MIAMI.I7ADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovleconomv Metallum Enterprises, Inc. 7500 NW 68 Street Miami, Florida 33166 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 Division (In Miami Dade County) and/or the A14J (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Roof Stand Frame Support for A/C Condensing Units. APPROVAL DOCUMENT: Drawing No. 17-087, titled "Aluminum Stands for Roof Top Equipment", sheets 1 through 20 of 20, prepared by Tilteco, Inc., dated July 21, 2017, last revision dated July 21, 2017, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each stand frame shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 # 17-0320.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Hetmy A. Makar, P.E., M.S. NTY NOA No.17-1023.17 MIAMI-DADE COU • • • • . , � Expiration Date: 06252022 O1! ii %�J Approval Date: 01/112018 / s Page 1 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0322.13 A. DRAWINGS: 1. Drawing No 06-MEE-0002, titled "Aluminum A/C Stand", sheets 1 through 3 of 3, prepared by Engineering Express, dated 03109107, signed and sealed by Frank L. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled `Aluminum A/C Stands Calculations", dated 0311412007, sheets 1 through 11 of ll, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Review Request Letter issued by Metallum Enterprises, Inc., dated June 09, 2007, signed by Victor Toyos. 2. Code Compliance Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P.E. 3. No financial Interest Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0720.01 A. DRAWINGS: 1. Drawing No. 06-MEE-0002, titled Aluminum A/C Stand", sheets I through 4 of 4, prepared by Engineering Express, dated March 09, 2007, last revision dated February 03, 2009, signed and sealed by Frank L. Bennardo, P.E., on Alay 13, 2010. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled `Aluminum A/C Stands Calculations", dated 0312912010, sheets 1 through 122 of 122, signed and sealed by Frank L. Bennardo, P.E. elmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/11/2018 E-1 MetaIlum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC 2007 issued by Engineering Express, dated March 29, 2010, signed and sealed by Frank L. Bennardo, P.E 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0327.02 A. DRAWINGS: 1. Drawing No. 12-MEE-01, titled `Aluminum Stand for Mechanical Units" sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated May 21, 2012.. signed & sealed by FrankL. Bennardo, P.E., on June 14, 2012. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum Telescopic Roof Top Stands", dated 0611212012, sheets 1 through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC, 2010 Edition, issued by Engineering Express, dated June 14, 2012, signed and sealed by Frank L. Bennardo, P.E. Y L-� r� A'1� my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/11/2018 E-2 Metallum. Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0123.13 A. DRAWINGS: 1. Drawing No. 12-MEE-01, titled `Aluminum Stand for Mechanical Units ", sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated January 10, 2014, signed and sealed by FrankL. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum Telescopic Roof Top Stands", dated 0411012014, sheets 1 through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-1224.10 A. DRAWINGS: 1. Drawing No. 14-074, titled `Aluminum Stands for Roof Top Equipment", sheets I through 20 of 20, prepared by Tilteco, Inc., dated September 25, 2014 last revision dated May 12, 2015, signed and sealed by Walter A. Tillitdr., P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Structural Design of A/C equipment Stands ", dated 911712014, 239 sheets, signed and sealed by Walter A. Tillit Jr., P.E., on 1212112014. D. QUALITY ASSURANCE: 1. By 1-flami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. ' my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1023.17 Expiration Date: W2812022 Approval Date: 01111/2018 E-3 MetaIlum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0320.02 A. DRAWINGS: 1. None. B. TESTS: 1. None. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE: 1. By Miand-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 17-087, titled " 4luminum Stands for Roof Top Equipment', sheets 1 through 20 of 20, prepared by Tilteco, Inc., dated July 21, 2017, last revision dated July 21, 2017, signed and sealed by Walter-4. Tillit Jr., P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Structural Design of A/C equipment Stands", dated 912112017, 21 sheets, signed and sealed by Walter A. Tillit Jr., P.E., on 912112017. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources, E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC, 2017 Edition, prepared by Tilteco, Inc., dated July 21, 2017, signed and sealed by Walter A. Tillit Jr., P.E. ff P . /L, Belmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1023.17 Expiration Date: 06/28/2022 Approval Date: 01/11/2018 E-4 PRODUCT APPROVAL FOR _ALUMINUM STANDS FOR ROOF TOP EQUIPMENT 1-THISEOUm MUNRSTANDSYSIEMHAS BEENVERIFEDWACCOROANCEVA01T1 M17(661EDIWON)OF 1S (a)TMSPAD.PEPAREDBYTHSENGINEERISGENEMCANODOESN MOVIDEIWF ATIONFORA THE FLONIOABULDING CODE, FOR USEVyMINTHEHIGHVEI.OGm HURRIGWE 20NE(Nma DESIGN I SITE SPECIFERYOJECT; Le.VMERETHESWE C OTRONS DEVIATEFROM THE PAD. PRESSLM$CALCULATEDFORUSEWII MGSYSTFTISHN MDETEMIWFDSEPARATELYWAJOBSFECIFIC 00.55 NACCIXNOANGE WIIHTHEGOVERNING COOEUSW'GASp METHOOOIOGv,IN ACCIXiDANCE WTl1A5CE I (b)CCNTRAC1pR MOE RESPONSIBLE FORTIE SELECTION,PURCH4SEAFA PISIP3 TION INCLUMIGLITE T-IOMOSECTONISNOFTHEF DABtALDWGC F ANDSWIM LESS THWJOREOUALTOTHELATM SaFETYO SPRODUGLBASEDMV PAD.,PROVIOEDHFJGHE DOESNOTDEVNTEFROMTLE ANDUMR DESGNMESSURECAPACWYVALL'ESLISTEDWRGNFORMIYASSWUYASSHOM con=ONGDETaLEDONTHSDOCUMF.NT.IbNSTRULTONGAFtiTYATSIEIGTHEC4NIWa,,,O RIB NSIBILT'. 2- t1E HIIECLFNGWEEROFRECORDFORTHEEYSTWGSTRUCTVRETVATWILLSRPORTTHESE ALUMPIUMSTA SRALLBERESPO. FORWGNTEGRIIYANDSHALLVERRYTEAOEOIIACYOFTHE EXSTNGSTRICTURETOWIT STAND THESUPEAMPOSEDLOADG(ASD)-REF'REALTONSCHETXAE OID:FATCD ON GNEET G, YANEIit REACTION GMFORCESARELFORVSEXISTfiJGSTRU 1AIDESIGN PfiOFESSONAI Oc PECOPD ALLVERIFYAPPUCABLINM ANDORAODMITIDNAI. FACTORB FOR LSEYJTM EXISTING SIRUCNRE VERIFlCATION. 1 STMOSH MNSTlLLLE WN MINIMUMCLFJRHEIGMASSMCIFIEDINTHEABOVE-NOMOSVIDING CODE.'STANDHEIGHT'ASL EDHEREINISNOTNECESSARLYMUNA NTTO-STANDCLEARHEIGHTAS S%C*IEOINTHE BLDGCODE STANDS SHALL BE INSTALLED WIMA MINIMUMCLEAR HEIGHT W ACCORDANCE WWH SECRON 152228 TABLE 1622] OFTNE FLOPoOABUILDINGCOOE a- VIBPATION L501ATlMPPDS SHALL BE PROV10EDDYOTNEPGBETWFEN UNITSB STAID. S RSTHECOWRACTORSREBPONSIBLWYTOVERIFYTINTFASTENMMSHONNHERENWLLNO D THEEONPMEM MAATFACTUREITS WAPRANTI.ESFECUU.Y WIEREUMIBAAE WSTAUEDYAM OVERHANG PAST RAIL(SEETIEIX DETALS} B ELEOI.CALt;t20UND.lYFONREIXAPED, TORE DM((3NE06INGTALI.ED BY OTERS.ALL MECHANIGL SPEgFIg1TON5(QEARSPACETQVWIGE, ETC.)SIIALL SEAS PER MANUFACTURER RECCMAMAWNSAM.D ARETHEEXPRESSRESPWOMLT OFTHECOMRACTOR T- MAXIMUM DWENSIONS AND MIGHT OF MECHANICAL UNITS SHALL CONFORM TO SPECIFICATONBSTATED HEREN."NM TSLBORMAXNNA16 WASLISTTDHEREIN{GEENOMM) 6 ALLSCREWSBBOLTSSHALLSEJSSPECtMMCNT IISDRAYNM,A SfWLCOMFLYVTKSECTION 2411 l3A OF THE PLORI DA SUL DING CODE. 9- ALLALUMINJMEXIHVSIONSSWIBE6MI-16ALLOY BIEMPER UNLESG NOTEOOTHERIMGEWFIDING SALLM PERFORMED INACCORDANCEWIMAWS D12 REWIREMEWS, USING SM6 FLLERALLOYS 1P ALLFXSTWGCONCCMSUBST MSNALLMWMWR 1kCOMPRESSNESTNENGIH F3OMPSAS VERIFEO BT'OTINERS.ALL CONCREIETOPPNGSTO REACHAANN. CAIW ESSNE STRENGTH IEDF 2060PSI W T DAYS. LONCR ETE TOPPNGS S HALL BE <•. MN. TMLK. It- ALLALUTAINUMEXiRU9QYG INCONTACTLVRHSTEEL.CO'NCRETE ANDWOODSHALLCOMMY WITH WE4 S2 BAZ2003SAA.WM.S,%=B.60FIHEFLOROABUA.OIWG ERESPECTIVELY. 12. ENGINEEILSEALAFFDEO HERETOVAUDATE STROCIURI.LOESK,N /S SI ONLY. USE OF MIS DAMAGES INCL AMAGESINCL UDINGLERALFFE 5TIAaPl FWFULATE FEES RESULTING FR ESULTINGFROMMATEAGIWFAERERR F'AOT FRCD, MMNACTICESUMNNTWCHSNFORWLOGY.ADRFALL&FCEODOE TRSA L CODES8 FROM DEVIATIONS EXCEPTAS PROVIDED HEREIN. NOADDIRIUNAL CHIWIAl10NORAFFIRM4TION5AREINNDEOON MISDOCUMENT. THIS DRAWING SHALL ONLY BE USED l0 OBTAIN PERMITS W THE SLATE OF FLORIOA (c)TIISPAD.WLLMODWOEREDINJAL MI 7ERMBYANYMEANS. (a)SITESPECffICPROTECTSB LMPREPAREDBYAnMO REGIBTEREDENGINEERORARCMMCT YMICHY4LL BECOME THE ENGINEER OF RECORD (EO.R) FOR THE PROIECTAND WHO WAI BEREGPONGISLE FOR THE PROPER USE OF THE PAD. ENGINEWALFR CBHPLLATP THE EDIT. DORK31NAL 5FP1 N1DSIGNATUREOFTHE FROFEBSIDNAL ENGI NEER OF RECORD T1iAT PREPARED R. SHEET B INDEX DESCRIPTION L GENERAL NOTES AND INDEX 2 BILL OF MATERIALS AND COMPONENTS J STAND ASSETBLY GENERAL A STAND ASSEMBLY DETAILS 5 EQUIPMENT UNIT ANC ORAC i0 RNLS UNI STRUTS ALUMINUM SUPPORT ANGLES 6 SCHEDULE NDTES ANCHOfl SOHEOULE RFALTON SCHEDULE CONFIGURATION T SCHEDULE FOR LATERAL/UPLIFT PRESSVRE PAYING W�p5.20'• HU-24' 28' 32' 8 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING N'/ TS>20" UP TO 60•1NU-24'28'a2' 9 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING'W'/ U5=20^ HU_-36" 10 r SCH'cOULE FOR LATERAIUPUR PRESSURE RATING W DS>20' LP TO 60' HU-36' C 11 12 SCHEDULE FOR LATERAL UPLIFT PRESSURE RATING W/ OS220" UP TO GO" HU-42' I SCHEDULE i0P IATERl4./UPLIFT PRESSURE RANNG W/ 05220' UP TO 60'' HUv48' If IJ SCHEDULE FOR LATER VPUFT PRESSURE RATING W D5220' UP ITT 60'- HU-56' 14 SCHEDULE FOR LAIERAI/UPUFT PRESSURE RATING W/ US-20'; HU-24,28-,32'. it ROOF W TOPPING 15 ROOF ULE FOR LATERAL/UPLIFT PRESSURE RATING 1v/ OS>20' UP TO EO"; HU=24',28',32 ROOF W TOPPING 16 _ SCHEDULE FOR LATERAL UPLIFT PRESSURE RATING w D5=20'; HU=36-. ROOF w TOPPING 17 SCINEOUI FOR LATERAL/UPLIFT PRESSURE RATING W/ OS>2O' VP TO III) HU-36". ROOF W TOPPING 18 SCHEDULE FOR LATERAT/UPLIFT PRESSURE RATING W/ D5220" UP TO 60'; HUv42". ROOF W TOPPING 19 SCHEDULE FOR LATERAL/UPLIFT PRESSURE RATING IT/ 05220- UP TO 60% HU-48'. ROOF W TOPPING 20 SCHEDULE FOR LATERAL/UPUPT PRESSURE RATING W/ D5220'• UP TO 60'; HU-56". ROOF W TOPPING BILL OF MATERIALS DPWNT N.. DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER NOTES I. RAIL(I-BEAM) 2.50" X 1.375" X 3' 6061-T6 ALLOY METALLUM ENTERPRISE INC. SUPPORT FOR ROOF TOP EQUIPMENT FIT AND ADJUSTED .INTO 2A. IARGE STRUT TUBING 1.75" X 1.75- X 0.094- 6061-T6 ALLOY METALLUM ENTERPRISE INC. WIND BRACING COMPONENT WELDED TO Q 28. SMALL STRUT TUBING 1.50" X 1.50- X 0.125- 6061-T6 ALLOY METALLUM ENTERPRISE INC. WIND BRACING COMPONENT WELDED TO 3. TOP CHANNEL 2.00' X 0.570" X VARIES 6051-TO ALLOY METALLUM ENTERPRISE INC. WELDEDTOTOP OF @TO RECEIVE Q 4. POST 1.90' X 0.145' THK. 6061-T6 ALLOY MEFALLUM ENTERPRISE INC. WELDED TO®. a:® 5. BASE PLATE 5' X 5- X 5 16- OR 1/4'- 6061-T6 ALLOY METALLUM ENTERPRISE INC. WSM TOMB A WO TO.EX1M SOIDCIIIRE COMPONENTS i.50C" -. I--- -- IWO.20x 10 � _THUMBSCREW TIGHTEN TO _I 30" •• 601 REFUSAL 1) \ .6L.. .220 1 .4J0 RAIL-(L-BEAM) C> TOP CHANNEL Y' 112 = 0'- 1" 17"d1• L500' �n LARGE ®B SMALL STRUT TUBING STRUT TUBING 112"= 0'-1" 1/7= 0'-1" POST@)LOCATION i - Up - (CENTERED) N OPTIONAL IS" P £4 DIAM HOLE AT CENTER TO FIT@) r u r,e: 'o 5116"OR 1/4" y_ 1 M15" — THICKNESS""--� 1 I % 1 t11 • ..L �� ® POST HOLE FOR ANCHOR WITH DIAMETER 1116' LARGER THAN ANCHOR DIAMETER 55 BASE PLATE y rI �SCHEDULES ON SHEET 77HRU 201NDICATE n;ir��"i; -'""�u�•�•"% MAX. ALLOWABLE PRESSURE FOR 5116' ^r PLATE. SEE NOTE BELOW SCHEDULE FOR""''"""„°'�ri.�ig• REDUCED ALLOWABLE PRESSURES: WHEN �{/�1 t',�,� 1/4' PLATE IS USED , 3"& �`T SE; 2 Et 0 A 1. ...... ... ......... ... uj 1B EQUIPMENT . S a tv SM STAND CEPTH PER SCH ...... - RA e yam U TO :J -4), INTERLOCK z ik TOOOF F.."-'SN QD >; .... �H U....... ............... C,PT -NoJ0 ......... ....... RWFWGi THICKNESS . ..... ........ ....... . SEE SHEET FOR 4 ANC11CRE PFA PLATEROOF 5 REACTIONECHEDUI-56 StCNOTEzi HOST (SEPANCH0 SCHEDULE STRUCTURE FOR ANCHOR C N C2 SHEET6 STAND ASSEMBLY STAND DEPTH FRAME ASSEMBLY ELEVATION SCALE SCALE 1/16'=a.jl- F>wnoac7 h-6 �l'I(•L� iy'Y{ 1j H0I1VA313.1-0•.911111111 aZ 2y8-fi7yga ! 3 ONIdd01313l17N00lMflVlS NOLLVn3la-110,111,9TVas Nplyypil3 1.O.w p:9yy0.( 17tl111 null 313210NOO 1SIX3 C dOOM m31jtltl OOOM uo SS E000M �4' j00ii WV301331S NO SSf1tl113315 >1 r.. 011N3WHJVLIV 31V1d 3SVEi� 0NI1SIX3 01 N3WHOV1IV 31V1d 3SVS �5) ONIISIX3 Ol 1N3WHDV11V RIVId 3SVS `V u nNn•>-.�....o•a {-- tl3flw3wl]31B OnuS1Y3MB130 - y131s'le 610 4MX1 XON3LdVb M013B l I $bsNSrtAYOiryV 0133NQNO i1MdNi63381 (9�)1IL 3619 { I SfOtll tlO p31i1X NIVA150e tl3dSWY _ 1GIiHV f1d1tlL 36r0 p'ANOIBITIY] 030Y3tlNl-ll5'A,rO.L[Id � .�^' d �; azrtllsens (( xLvdwouoevaoldstl--" J IIIIM �L�%L; atl1LLJnWS Btl3NSVN 96Wl NJVdOMYS OL ll• i. 140N OIbJ Nllu3d600b II 63lYHlB3M.WJ cil 1aaOv- r•1..,� _ _ _ o3antlxLlls-A�ls-nrp.Klr3 � _ LL Z XA � —.24 Z C�+ 1/ wunwouoQ veoLdoon ew)w _i BLOXlrtl3N3033S j� NSNONb601 BNixJ]0 133L60MLSW ONIxWO 2 Oeyy `{ 1;ltll(g3bd330NW.s'� L +r SYrldla3XAVa _lWtl1sIX3 d00tl161Y1 �; tl33�016biX10A81-� - 1 GG -, l O 1 r �`awdeoa az3tlaxoa ' I ��` � :r � I I �omvnssr.c (8leou 1 _ .{y azry )sw ~sb (�L60J YSX3NO A61 (j150J "'-� � �S]dlrle 3Bv0 1 �'�••*• •• p eoeol NObcmavd L / 040 eub35wm )6� HMW M.--/ dw0-- T33LB oLXI Od01 dOI � 50r9XNl PlatlaX9 N .:inl -I •X)f030RNJb31V 1� AlNf H1VASM3tlOS I�I IWL1M N, I 3NW.C..30Vtl0 _ 1 tl3L3YN p1Nl 1 3V90�-O.K ILIOOr w d G fi 1 xmlrtlt,xa.zn um II sMlnJsprl L6�1 Lv psb6maar _m..i „� .1'.0 =All'3NJ9 V .I-.0a>II 31V 41 I'a=.M 31VD$ b'•, _-3.... 301 ldS111His `E NN00l3NNVH0 d0180NIHO110N1S 1SOdd35VB 81SOd{�}.j tspeNava dodoau 113NNVXa1 ©M31A 3ma bol»xXaJ �, mmvA (;vrvas.n JC-eIR �Li^iB {r`lmd I awenllndla -- aanw�.ra-=-'- O'Waal M1awlmal— / �5)tl0109MN0]l1Ytl Q�Iwr30.14rtl 9 SIRMIN 60, tlOf )lIg3H]S i1V1d36r0 di,P. tl3d5HOxOx101 EQUIPMENT UNIT ANCHORAGE TO RAIL 1 1 j/ / / L`•` IS I�METIfCNFW A EAA.TAcSmp,.BMSGCXBIMPExofO / VIIC. .'ASINRd01G4W, EfAMDUIlAILTOP //PLAICES iA31CTLY OERAMMp Bh IINYBOITWHiO.00Bi'Be x�i %WECILYOMM1 Wf`A..ALVARyA CLP'9.W)IWN.I%0. F 1DYWH.1 IMM.i Sl11AP9 PFRYNIR W 1NR1AXRLL. TPODT I5AE4RADEBPIMpI.AtORAMBH..9,NUTB WABNER FAENCd]NRETOCAyL'h` ay{--TOIDCOSNSPFRLLIP /1TD]B—I,.0: R'MM OAGEONITFRAUAAL REWOIA.Lu NAN KAL s][nL In [o a OA4E V41TiRAYR'A � ,' Iti .9. l i.E]5'I A. /� � � % UWTMMELYDi iCOT �•YNR WYOVERNRXG \ 1 IUHRNAY OVERNANO / (ARIMARS]S-.A iJj IJ OHRNIXO JJ NM9TffL1 Ox 1 MM1ryPMRA. GLH S0E1 `^^^^111NArLI1PWX.EACHSIMI, 4M. NINBgAT61C RUL11J•VAA IOPOl4BG4 1 MIN.I.I NBRA RM 1 ARIL(-0EAN 1 NIN.NINBPATIOM G RID HN. I%INRMIS q ___IO9AE pRAePRp1.N 11N'EM9 ISIXAid1 PIDs I.I RAEEINDF.0Y1..1111' ISMAfpR PAD$ IU ISOyTOPPA0.9 j I]OlAlg1 PA09 pERCLIP TO RIM1 IRGC11510E PER UNR. TOOE `SMS PER CIIPTO RAII PCR UNR�TD DE NI yESMOER AI.AJN'RM9 pFR U1pT. TOOE -. RPIL {.PGMIC PER VNR.IO RE .__.-MILIAEARI� -'—RAIA(bfAMI\r PROVIDED DY RAIL(-0EAMIR1 PRMUIE.., GCMSIRAP ENOA pppNpEDOY pgWID60PV } OlNER4 OINffl6 _ VDNEEM II.ESIRA PSPEq OMER9 OINCRS IIMP r TVPCALEO CE110 : IYPUE CCONNEC1gN 1 TYNCRL CONNECT ON: I liplyLCOHMICTKN: 1 ITV MI I !4 N"l. J -4`N 4' VI1 CflU MI\IMUL!I.JPFR V4Rf-1 '1'.X MVl11V PEP VNR. M•'NIaOJ^I IIj PLF VN i. �' CLIPPED UNIT CONNECTION / 21 CLIPPED UNIT CONNECTION 5TRAPPED UNIT CONNECTION ��d1 DIRECT UNIT CONNECTION 5\ALTERNATE DIRE_C_ T .UNIT '.\S. SCALE: I3"=0'.1• ELEVATION SCALE: 111•a 0'. 1" ELEVATION 1�.5l; SCALE VA'S D'. 1- ELEVATION WSJ SCALE: TIC•. 0'. 1- ELEVATION S .CONNECTION - -� E IN•. C•. oATv. D( /✓ SCALE: 111'.D'-P ELEVATION J 111'AM L o.oi.-. Elrr Mn.Er•nnBl. /,( . '� J1eYMln.Ev]I AS' I%/// c%wsiEELnIPwr /—EEVII'MENr uxn a%w. G]eEL MIIWr / I A WN NTUNIT 1R0'IOP NODM1 /.: 1 IROIOPNOON f/ j CMROSIIE tlLSE r Ar 1%ISA40RAD161L11111' COVER FOR VNR • SMR PCROLPTORA4 111P ALL AROV40I mi ©. ~ /� l G/f .,� COu9pSRE dLBE • � f 11VPALL AROVHpi SSA ItHMCLA eElulw __ ' Ay MSRJ WN EO - s�ueq.Eee�mmYIUY114- GAGEUMRIMLaNC � . a �- . / _ v •• WR. ILI VIDRATOR COyTOR RI.p9 RAILIIYMAIL MN,IIIVIBRAIpN AA" 15IXAIORPAYA A�II/I11111N% PENUMI(. 100E P..t. BY q]yL(VGMI.1 CR UNT.TO DC PRONDEDBY _.p.VL 1.BGMlu VIEW IYPIdLOO NL�<TI�N:—� � P4Iry,11<T: C'.I1•D .VI,SW UNI.I EER UNR. !]nldinp Ptl; Cfi1ALTERNATE CLIPPED UNIT_WITH COMPOSITE BASE Y'. r""(fnn OC°�Zi�2a22 $ / SEA E: 11A 1• ELEVATION SCHEDULE NOTES I. SCHEDULES ON SHEETS 7 THRU 20 PROVIDE MAXIMUM A.S.D LATERAL A UPLIFT WINO LOADS FOR EACH COMBINATION OF TOTAL UNIT FRONTAL AREA (API, STAND DEPTH IDS). EQUIPMENT HEIGHT(HU), STAND HEIGHT (HS) AND NUMBER OF POST FRAMES IN) PER STAND. SEE NOTE 10 FOR APPROACH WHEN TOPPING EXISTS AT EXISTING ROOF. 2. TOTAL FRONT AREA IS TOTAL FRONTAL AREA OF EQUIPMENT UNIT FACE PARALLEL TO NBEAM RAILO IEQUAL TO TOTAL SUM OF UNIT HEIGHT (INIY UNIT WIDTH (IN) FOR ALL UNITS ON STAND), AS DEPICTED HEREIN. 3. UNIT HEIGHT (HU) INCHES INCLUDED IN SCHEDULE SMALL BE DEFINED AS FOLLOWS: AVERAGE HEIGHT IF ALL UNITS IF THE DIFFERENCE IN HEIGHT BETWEEN TWO ADJACENT UNITS DOES NOT EXCEED 0', OR MAX UNIT HEIGHT OF INSTALLATION IF THE ABOVE CONDITION IS NOT COMPLIED WITH. 4. STAND HEIGHT (HSI. INCHES, IB AS DEPICTED HEREIN. S. "FRAMES" HERE DENOTES ASSEMBLAGE OF 2 POSTS,(C WITH STRUTS U1, (2&. (LEACH EQUIPMENT UNIT SHALL HAVE A MAXIMUM WEIGHT OF 5001DS X A MIN.WEIGHT OF 76 LBS, T. SPACING BETWEEN UNITS MAYVARY (UNLIMITED). B. REFERENCE ANCHOR SCHEDULE BELOW FOR ALLOWABLE ANCHORS AND INSTALLATION CRITERIA. S. EQUIPMENT UNITS SHALL BE ATTACHED TO hBEAMS,11 PER UNIT CONNECTION DETAILS ON SHEET S. It WHEN EXISTING ROOF INCLUDES CONCRETE TOPPING'(SEE DETAIL 614). HIS TO BE USED FOR ENTERING INTO SCHEDULES IS STILL MEASURED FROM BASE PLATE (6). SEE MAX. PRESSURE RATINGS ON SHEETS 14 THRU 20. ANCHORS SCHEDULE I� SUBSTRATE CONCRETE A STEEL /� WOOD A .F NpI LN cnar rR. SIB" .412" 312 �w •m 1G 24 518" �I I t\40GE COLT N"NP NE HEADUAICL FLEX NDSIAf SCRE4l5 STNUCTUIULDIGLLSCRE4K A NOTES: 1 - CONCRETE TO BE MIN fe = 3 KSI 2 - STEEL TO BE MIN ASTM A-36,114" MIN THICK. 3- WOOD TO BE'G=0.55 SOUTHERN YELLOW PINE M 2. "REACTION SCHEDULE: SEE NOTE 211 STAND I HEIGHT{ REACTION ATBASE REACTION I REACTION AT BASE ATBAdlN (HIS) RA NY M.W 18. 273.0 LB 1827.0 LB 3.3 24" 246.0 LE 1582.0 LB 3.3 32" ,188.0 LB 1424.0 LBi 3.3 K-IN •• REACTIONS CORRESPOND TO THE WORST CASE FORCE APPLIED AT BASE PLATE FOR MY COMBINATION OF CIS OF HU FOR AN HS DIMENSION N4A VMT .111.0 --ASRWEDM ... ON.S IlEF NOTIYN L .`ice RtFj HU 'u:m M.iRFNE OS ;NHS FG RY' MDase SIDE VIEW RWAL FRoNr SAW AS FA.D 1. CHEMAE•SUN OF MI GTN. N5SHTI W ALL Lmnl ON STAND ANINGNI AT SAS PI.An NEE lS.F. ON US. N.r, NUNBIROPFNAMSLNI AS MOno M lCHEDULE UNIT SIZES& CONFIGURATION (FOR USE WITH DESIGN SCHEDULES2 lGLI: Ni` 1-'d ENNEIWC * SEE NOTE I1:(I; I; j CTI:EI'1'lF:fi E.p}1f/n',n-ifuD%(a�I` �(i/LJP�.�j/20 22 C,U -1 � DS > 20" UP TO 60.- AF HU HS N=2 N=3 N=4 N=5 N=6 N=7 JN=8 N=9 N=10 N=11 N=12 (IN2) (IN) (IN) WL; WU WL, WU WL , WU WL, WU WL WU WL I WU WL WU WL, WU WLl WU WL I WU WL I WU 24 ,,, 18_ 24 2292 �)t09.. 187.B_. 90.8_ 3433 1684,. 2817 136 _ 458.4. 1. .9. ._ :___ _. .. _ .. , 1.61 9 T� 5 _ .. __. _ _ .. 7 _ 86Q ZS 2A _ 153 A 14_3. 12"5 ; 69.7_ 2302-1114.... .1662 91. 32 1 4 • 491 . . 21 3 1152 3Z 18 1152 ;. . _ 94.2 . 45.6 172,9 83.7_ 14-l.3_; 6B.4.. 30;5 111.6_ iB83 _B12- .:-. .2J55.45_ 114,0_ 32..... 1440 (�2 8_- 24 922 , 44.8 75.4 36.5_ 6.9_ 4]_ 1844 87,2 150.7 ]3.0_ 2305_ 116 1894 412 _-,_ 226.1109432 609 96q 18 SO 1--ii371 8231 3Z 18 -34 _5.6_ S.B_ 153J._744 1256 _1921y93.0 15]0{-76.04_18834 230,5L1.L6_1726 101,5 49:891 t-91,Z_ 3Z 24 __ 1,5_ 42 11$,2 556_ .942 , 456_ .1441� 69T 17.8. 570 1 28_B3T 1513_:_664 6_2304 164.32 2 14 ' S 3 32 IB3.5_46.,11 24_l.4, R74 _Z54 1365_. 558 89,2y 456_ 1363669 _U3.0,:„SA7 1.,-,.._2880 131,8� 63 tl 150,/�,)21. 1G 3Z -IB-_..-__,___7J: 2a 1357 _60,31 292_ 82.2 r446 ]SA_j 3S5 110.E ;5 - 90.4d38,`] 145�71.4 I66B@. 1 Ar 23600 4320 3Z _2d -61. - 29.7 ,50,2 24 J, .JB.e J72 _62.8..,, 304_ 822 d46 - 75.4_665 u 12291395 IOO.S,-48G.,.1256 40 9 8 9 A 4 _,60,@_32 1 4 1 3Z _IB_ 3q. ,3.. 25.3 -76,8� _62,8_, 3a4 02,4L4 .fi _83, 7_46,5 15 5. _ 942 �95,8_104 1 1,62.0-5184 507_ �4 1151i 557 5760 32 18 24 _ _ 57.61279 111 ,_33 80,.7 J_39 6 92.2.,�44, 1+ 1 ;- 50, _ 4. _. 31 5 1 i 4 115' 4 1 _ 4T.1. 228 58,5.-, 274 BS.B�_319 75,4 36.5 848 41.0-_942-L_45,6_ 11036 SB2 1130i_54,7_ 1 1 4 56 6 2 7 3 i 4 914 4 6480 32 _IB-_ _ 232 4 _ 61:5__2 Sp 2- 293 71 34T 46a @2,0_I_]9,7 -6/0� 32,I.E 922i44 7544_1 36,6- 4 6]7 -32,9 11,_M1, �y 11-466_.1e 5,. 02 B.B. 730 7700 32 24 _ _ _ - .51,7_ 0 42,3_„_205 0 __292 A9_JY_239 690-1_ .4 564_; 27,3 77b-t_3/, _ 634 30,7 e 4 , _ 705�'3a 1, 8 - 45,9_ AS_77,5 _ 03 ,_500. 846_ 40,9- _.. 11.4't9. 6� 1 513 4 5701 T 6 0- 331 `ABOVE INDICATED A.S.D. PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 5116" THICK PLATE (COMPONENT N 5, SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 114" THICK MATERIAL, THAT IS, MULTIPLY SCHEDULE PRESSURES WL, WU BY A 0.64 FACTOR. �e17,1cL3.17 e 2op 2 CU -2 6, 9, 10, & 11 CU -3 4, 5, 6, 7, & 12 DS > 20" UP TO 60" RIM fil AF HU HS N=2 N=3 N=4 N=5 N=6 N=7 JN=8 N=9 N=10 N=11 IN) WL WU WL WU WL I WU WL WU WL'WU WLj WU WL, WU WL! WU WL: WU WL. WU 144D 369z 382 66.9 1111 7 54T_ 184�,_- 58,8 173.03 0 2,9.5 914�442 1 5901153 628;30A_ JSh. 943 45.8 _ 538 /44_ 12$) 608 124 7_,7832 JN=12 508 24.6 18.2'764 1 l6' 492 127-.0 1 8 518 2304 36 24- _ _ -, 707 3421 _1-.3LS5 94.3, 456 144.2,(_. 9tl 117.8_5f0 S2 1/3 684_. _ __ _ .- 32 - 71 2Yi '76.2 3 9 461 1143^--_.—_ 2880 36 18_ _ a4 _ _6 2 :_J15_ 5 6 9Z3 L44, _1J8A., "554_, 365 943. 488. 6f 0_ 113.1_"547 1320 „639 _ - - --- " 262 27.0 96 33 835 04--974 472—- 3600 36 _ 32 - --, ._._ .. 73.8 3 Q0,3 215 _9 ,3--L44 110. _. 5 6 ?01-:L a38_ 1 ..._ _ 2 J058,�_gt t_ 1q 6 • 1_$ WB�: 1681 : 8DA, ti5]T65,1_. fi84,.�„�66_ a64_ � 4320 36 18 _ 24 _ _____ _ 61,5._ 9A 5C:3 _ 2_4_3 6, _i_372_ _60.8, 30a _9.3 ! 44 _ ]SA . 385 107 2, LL8 4j6 1 5 1 8.4 i @]. SS_� 44_ 10_0_b 48 t3T Sd 13bJ a t 44 8 4 4 1 4.. -—� 32 a 56 5184 36 _ 18 2d... 8 41,9 �2Q3 _5.4],254_ 62,8`304_ 8 ,7_. 43 73,9J 355. 10 5 _49,6 _838_,!_<0.6_ 115. 58 94,3 �, 45,G 1 62.0_ 104 T_50J_1 410 65.2_ is. 2__558_ 153.8 44 125,7 L60.6_ _.' .. 8 : 4 G]. 3 8 4 84 5.1 1 G 5760 36 l8 „_ - 24 _ ,-- „' 57,7, : 2] 9 47,1 tRRe 68 ._� _ 56.6_-_ 79. b0.i.�t9 L 66.0_� 319 2 3; 44./ 754_ OG5 10 i _ 0„ Od8 rGi,l_ 1 3 943 45,6. 1269 bl, _ ]037„ 502_ 136,4 1131 ,_. 7.0_ 1 84 1 33 . 04 7 29.5 68.6� .2 1762 3 4 44.2 6480 36 _ 1._- .24__ _--. - __ __ _,. _- _ 51,3 298 41,9, 20D 6f,5_ 8 5D.3__293 1,8_. 34] ZL, 1284 820_139.7 6]0 _32,4 92.3 44._ 789 36.6 4 _ 83,81_40;8 1128 _ 8_ 922- 446 1230 59,5_ 1905 48.7.. 2 _ 1 4- 1 4'4_ 2 4 6 9 1 3.6 -i4.5 391 - 1 93 %7DD 36 ±32 -. _.. .. __.._ ..`. _. _....' ,_ __._ _ St,B ;_ S1 32.3..� 155, _6 4..i_ �9.a ,.1]e4140I b }_ Q ]. 13. g3+rl 70. 41.8„ i 24:2_. 949 :4. 3 175` _8 1__ 321 5Y .87$ 1 J02 7920 36 18 iA _ _ __ SC.3, 244,_ :41,1_ _199 48,0_1 732 67,1 '_ 25 598 _26.5 1_36. _ 6Y7 + 29,9_ 9�40, _ 046 y33,2_ 23 44,_U0.1_• ]5q L36,5_:823—_39,8_ 48.7 _ ' 3R 3 1 1 ] 8 1 8 443 2 5 4 .1 :9 Ge 0 295 665 2 8640 36 24,,, ---- _ ---__377_, t82, .._zs 44.0_;?73 61,5„29 ,50.3 i'2T 666-;27_4_ -„_ 62.8..._30.475,4^'96,5 64 -- - 3 5 7 5.6 06' 1 45'_ :1 SD8 441 ABOVE INDICATED A.S.D. PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 5116" THICK PLATE (COMPONENT * 5, SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 1l4" THICK MATERIAL, THAT IS, MULTIPLY SCHEDULE PRESSURES WL, WU BY A0.64 FACTOR. a:re.. •.a1 DSZ20" CU-A ` UP TO 60" N = 2 N=3 N=4 N=5 N=6 N=. 7 =10 N=11HS N=12 (IN) (I WU WL WU WL WWL WUWL?WUWLWUWLIWU WLIWU WL'WU WIL WU WL WU(IN2) 1440 42 1 . 92.1 . 44. 754_... 36.5_ 1 1131 ]84 J es.z_ _-3]. 443 18 _ 82.9',. 304. _ 943.456_-15J.8__. - .l2$.9__a08 37 0 248 36.91.1 -- _ 2304 42 _ ii- e. - ,-. sii I zii 115_4 SSB. ise 144,2__69.8_ .117.e 57,0 ': _ i yd'2 4131 .. -. _ 2880 42 1 ___24 _. :.. 56.6": 27.4 _ . _ .i 15.4 36;5.94.3: 45.6. 113.1 54.8_- 32 457 22T -6LU . 29,5 762'36.9 "2 - 3600 42 -2 24 -_ _ _ _-368 _. 1 45.3' 219- . , "00.3 29.2 ;. 75,4 36.5,- 110.8 . 90., 438 .128J.; 62. . 105.E L51.1 147.7 i 71.5 120.T1_58.4 3 17T 48.8 216 29.5 354 ---- - -' --- --- 42 J2 _ _ ._. _ _ _61.6_.._ , _-76.9-, 50,3._28�. 7,. 62.9__700.6 _94.3 44.7_ 10L7,_51.L ,23.1.;. 59.6_.178.5-670.. o,0.6.1.48.7- _ _ _ _ ,... .. _.76.4.StO.366,5- _88,0_;_<26_ _ 1. 1_113,1.1-5d_9 . 42 2A_, - _ _ ,. _479-41 203 - - 64,1'_ 254 7&9704 _62.9 �3,JT355_ 1B 9 4D.6 -BCSi 1_45,6 �048 1282 50,7. -- - 32 1_ 33 16d 42.4, 42.3-� 705 50.0i 2d6 593 7 28Y 67aJ 7 6 �67 36.9-. 47 `• e1 _ 42 Is 29 S6.2_ 3Z.7. 1&J 14818 57,7 4711228 16A _69.2. 5Q.6__2Td 808 ..791_ 66,0i 319_ 82.3_1_49.Z 754_ J6A 19J8 _50.3. 6A9 "41.1, SIS_9_55,8 94.J;_4b6 1269_61.9 103]_a0.2- _1385.._67,0_ 113,11 54.8. Bi-i 721 33 50 fib - 42 24- ___ _ _,_ ,_ __" _ 41 _ 8 , A1.91_20.3„50.7 61,6__298 243 1 :_ 587 : 284 82,0_7_78,7 61D 375 4, 75<-'36b 026 _49b_ 838 E_-(Ofi 1128LSQ,6 �923 44_,6_ 14 1 Y.6_ 1006'+ 48.7 [72 37 31 .9 164 4- 474, 2-� 610�29 4 8 fJB- 42 24 " _ _ _ . _ _35Y _ 171. _42,3-I 205 49d_1.239` _ 564 37.3 a . 675_�30.T 4J.84, 305 13da 3Y.B 32 2 0.5 1R8 34.] �1 6 39.9 193- f58 !Z1 517 24.8--570 �"'29ti 776 1 827 303 :"846-41;0- 68 331 42 - 24,__ --- .. _ 76.]"16.6_ 4._. "41.1_ _79.9_ 18.0'73.2-'S4:0"-26.6 .1 3.__ 61;T1-39�9� _ . 68.61_333_ _ . 4_. 75.4y36.5 62.•�"39:8- 7 2].7-'13< 3:3 18.1 38�9-18�8- AT.3-`2i.8" d9:5 i""2d1 -55:a'i Zfie 610 29.5 -64-6 7327', 42 2< _ _ .:. 37.% _ 18 3 44 0-m:8- 'S0.3 t4 3 56 6' 1 27,5 62 9 -36.4_ _91-f 33,5_ 05 3562 4061975 8 46 559 70 "J7 61a 29.5.._ 42 24. . _ _ - _ __.._ __ . _ ._I. ,. 42. 206 34.8 .I-t69 4 4 A 40019,7 56,8 ]. -46.8� 22,5 25�2;: 1N- 560� Z8, 1, ._ .B _ 6J8 70,9_ 41. 69.5--"J3.7 _522 2' ABOVE INDICATED A.S.D. PRESSURE RATINGS ARE APPLICABLE FOR INSTALLATIONS WITH 5/16" THICK PLATE (COMPONENT # 5, SHEET 2). USE 64% OF THESE PRESSURES IN CASE BASE PLATE WAS MADE OF 1/4" THICK MATERIAL, THAT IS. MULTIPLY SCHEDULE PRESSURES WL, WU BY A 0.64'FACTOR. nl%��1lL /ti anvYtJKAVVINb SUBMITTAL REVIEW X WELSH CONSTRUCTION INC. DATE 5-15-2018 Job Name Kitterman CSIP _ Submittal Name HVAC ORG-005 Reviewed Approved_ Rejected_ Revise Submit Reviewed/Approved as Noted Shop drawings are not contract documents. Review of this shop drawing or material does not relieve the Architect, Engineer, Supplier or Subcontractor of their contractual or design responsibilities or for C R, �' or, omission or deviation from the contract, purchase order or b ntract requirements. Welsh Construction has reviewetl/approved MECHAPIIC iesI neral conformance only and are not in any way responsible for design elements, loads, or dlmensioa not or similar matters. Review Is for general only and design concept only. REVIEWED By STEVEN G. ANDERSON SUBMITTAL IDENTIFICATION SHEET Date: 5/8/18 Project Name: Advantage Self Storage Arch/Enge Frank G. Relf Architect P.0 / PJV Engineering Inc. Contractor: Welsh Construction Inc. Revision No: 0 Spec ID: M3.10-Louvers Description: Louvers Manufacturer: GreenHeck Vendor: Stan Weaver Company Comments: Submittal includes manufacture product data for: • Exterior Mechanical Louvers MERIDIAN MECHANICAL SERVICES, LLC PH:(321)R77-0026 www.meridian,nechanice .com p 3815N HiCocoa, 1, a7E 14 CGC057770, CMC1249293, CFC1426768 Cocoa, FL -iway Project: Advantage Self Storage-Kitterman Rd Louver Schedule GC: Welsh Construction 1 of 2 ID Tag Louver Type per Mach Dwg Service Type Area Location Drawing References Size Si Louver p ever Si Drawings Notes AG-1 L-1 EF-6 NOA Rated Mechanical Bid A -Ground West M2.50 24x22 AG-2 L-1 Intake NOA Rated Mechanical Bid A -Ground East M2.50 30x22 BG-3 L-1 EF-7 NOA Rated Mechanical Bid B-Ground West M2.50 24x22 BG-4 L-1 Intake NOA Rated Mechanical Bid B-Ground East M2.50 30x22 CG-5 L-1 EF-1 NOA Rated Mechanical Bld C-Ground CL U/12 M2.10 1202 CG-6 L-1 AHU-1 OSA NOA Rated Mechanical Bld C-Ground CL T111 M2.10 12x12 CG-7 L-1 EF-2 & 3 NOA Rated Mechanical Bld GGround CL P/1 M2.10 18x12 CG-8 L-1 EF-5 NOA Rated Mechanical Bid GGround CL M/1 M2.10 18x12 CG-9 L-1 EF-5 NOA Rated Mechanical Bid C-Ground CL B/1 M2.10 18x12 CG-10 L-1 AHU-2 OSA NOA Rated Mechanical Bid GGround CLJ/1 M2.10 18x12 CG-11 L-1 AHU-2 OSA NOA Rated Mechanical Bld GGround CL K/1 M2.10 18x12 CG-12 L-1 EF-4 NOA Rated Mechanical Bid GGround CL H/1 M2.10 18x12 CG-13 L-1 EF-4 NOA Rated Mechanical Bid GGround CL F/1 M2.10 CG-14 L-1 EF-9 NOA Rated Mechanical Bid GGrountl CL R/16 M2.10 CG-16 L-1 EF-9 OSA NOA Rated Mechanical Bid GGround CL 0/15 M2.10 918xl8a] CG-16 L-1 EF-10 NOA Rated Mechanical Bid GGround CL S/16 M2,10 CG-17 L-1 EF-11 NOA Rated Mechanical Bid GGround CLT/16 M2.10 CG-18 L-1 EF-11 OSA NOA Rated Mechanical Bld C-Ground CL UI15 M2.10 CG-19 L-1 EF-10 OSA NOA Rated. Mechanical Bid GGround CL U/14 M2.10 3040 CG-20 L-1 EF-4-OSA NOA Rated Mechanical Bid C-Ground CLA/13 M2.10 30x22 CG-21 L-1 AHU-30SA NOA Rated Mechanical Bid GGrountl CL EMS M2.10 28x12 C2-22 L-1 AHIJ 4 OSA NOA Rated Mechanical Bid C-Lvl2 CL )/1 M2.20 2842 C2-23 L-1 AHU-5 OSA NOA Rated Mechanical Bid C-Lvl 2 CL A/3 M2.20 28x12 C2-24 L-1 AHU-60SA NOA Rated Mechanical Bid C-Lvl,2 CLE/15 M2,20 2SX12 Project: Advantage Self Storage-Kitterman Rd Louver Schedule z of z GC: Welsh Construction C2-25 L-1 AHU-7 OSA NOA Rated Mechanical Bid C-Lvl2 - CLT/11 M2.20 28x12 C3-26 L-1 AHU-8 OSA NOA Rated Mechanical Bid C-Lvl 3 CL 0/1 M2.30 2842 C3-27 L-1 AHU-9 OSA NOA Rated Mechanical Bid C-Lvl 3 CL A/3 M2.30 28x12 C3-28 L-1 AHU-10 OSA NOA Rated Mechanical Bid C-Lvl 3 CL E/15 M2.30 28x12 C3-29 L-1 AHU-11 OSA NOA Rated Mechanical Bid C-Lvl3 CLT/12 M2.30 28x12 DG-3 L-1 EF-8 NOA Rated Mechanical Bid D-Ground North M2.50 24X22 DG-31 L-1 Intake NOA Rated Mechanical Bld 0.Grou id South M2.50 30X22 L O UVERS- SUBMITTAL Job Name: ADVANTAGE SELF STORAGE Location: PORT ST. LUCIE, FL Contractor: MERIDIAN MECHANICAL Engineer: PJV ENGINEERING Spec Section: ON PLANS Date: 4/22/2018 SWC Project # 79750 SWC Job # 0 Submitted By: Mark Streicher Engineering Contact: Mark Streicher �i STANWEAVER&CO 4607 North Cortez Tampa, FL 33614 PH:(813) 879-6383 FAX:(813) 879-2932 &,GREENHECK Building Value in Air. &GREENHECK Building Value in Air. EVH-660D 6 in. Frame, high performance WDR Printed Date: 04/22/2018 Job: Advantage Self Storage Mark: L-1 Model: EVH-660D APPLICATION & DESIGN EVH-660D is a Florida Product Approved and Miami -Dade Qualified stationary vertical blade wind driven rain extruded aluminum louver designed to protect air Intake and exhaust openings in building exterior walls. EVH-660D is tested in accordance with AMCA 50D-L Air Performance, Water Penetration and Wind Driven Rain. EVH-660D is tested in accordance with AMCA 540 Test Method for Lowers Impacted by Wind Bome Debris (Basic Protection, Missile Level D and Enhanced Protection, Missile LevelE). EVH-660D is tested in accordance with AMCA 550 Test Method for High Velocity Wind Driven Rain Resistant Louvers. EVH-660D is licensed to bear the AMCA seal allowing design professionals to select and apply with confidence. EVH-660D is tested and qualified per the following Florida test protocols: TAB 201 (Large Missile Impact), TAB 202 (Uniform Static Air Pressure), TAB 203 (Cyclic Wind Loading) and TAB 100A (Wind Driven Rain). Per Miami -Dade EVH-660D may be installed In locations where the room behind the louver is NOT designed to drain water Into the room or the room will house non -water resistant or water proof equipment components or supplies. Florida Product Approval Number: FL16875.1 Miami -Dade NOA Number. 16-0201.07 PRODUCT DETAILS Frame: 6 in. x 0.095 in. Frame Thickness Frame Type: Channel Blades: 0.063 in. Fixed Blade Thickness Material: Aluminum Sizing: Rough Opening Shape: Rectangular Construction: Mechanically Fastened Impact qualified: Enhanced Lev E OPTIONS & ACCESSORIES Finish: Kyoar 70% (2 mat), Standard TBS Bird Screen: 0.75 in. x 0.05 in., Flat Expanded Aluminum, Internal, Match Louver Finish Mounting: Continuous Angles Warranty: 1 Yr (Standard) Product Warranty 10 Yrs (Standard) Finish Warranty SUMMARY See SChedUle for 1(] & 1_ 2 _! 12 _� 18 I 5 18 I 12 12 ! 0.16 { 0.29 15.8 19.4 18 j 0.62 , 27.4 33.1 21.6 I-_24 Location 22 .21 12 �. 0.50 It 4 30 t 22 1.60 34 8 1 ; 30 TO {f{{ 2.43 i 388 Internal View 1 1 4 2 Channel t 1 ., 1 7 I Ohannel 1 1 1 1 5 T Channel t l t i 1 3 3--- Channel 1 — 1 9 I Channel 1 ,.� I :1 Channel Channel Total Louver Qty: 31 Total Weight (lb): 860 Louver Area (112): Total Ship SecL: 31 "Might shown is an estimate only owed on the default base product cenhgunnon without options w amessorias. Generated by: mstmicher@stanweaveccom CAPS 4.26.1194 C:lUserslmstreicher.SWCTPA1DesktoplMark BriefcaseUnstreicheMdvantage Self Slorage.gfcj 80 Page 1 of 4 r LNGREENHECK Building Value in Air. Printed Date: 04/22/2018 Job: Advantage Self Storage Mark: L-1 Model: EVH-660D The maxim m design wind bad is 150 PSF. Please refer to the prodw Data submittal imormagon for installation Instmcuam, Any additional abucluml mlMwdng members or wWrbrs not otherwise shown as Ty Gmenhedc shall be considered by others. Unless ind eared otherwise the fOliming em NOT Included in the quote provided: sburkael steel, anchors into stararm ding substrate or sbuqum, shims, barker rod, sealant, dsslmlar meterlal isdagon, field measudrg, inslatiabon, gashing, rim, enrlosums, blemofl panels, mullion covere, hinged frames, removable aubhames, custom blrtlMsed screen, 3ma( metaAlaazM/or exoticpaint fiNshes, bituminous points, taxes, PE stamped sbuclural calelafions "Job specific engmaered submflisl dmwirgs. Generated by: mstreicher@stanweaver.com CAPS 4.26.1194 C:\Userslmstreicher.SWCTPA\DesktopXfAark BdefcaselmslreicherlAdvantage Self Storage.gfcj Page 2 of 4 •®GREENHECK Printed Date: 04/22/2018 Job: Advantage Self Storage Building Value in Air. Mark: L-1 Model: EVH-660D Louvers Product Limited Warranty Thank you for purchasing Greenheck louvers. Greenheck warrants this equipment to be free from defect in material and workmanship for a period of 1 year from the date of product shipment. Any units or parts, which prove defective during the warranty period, will be repaired or replaced at our option when returned to our factory, transportation prepaid. Unless agreed upon otherwise Greenheck will not be held responsible for costs associated with removal or installation of product(s). The legal remedies described in this Limited Warranty are the sole exclusive remedy of Customer. This limited warranty will be void if payment from Customer is not received within a commercially reasonable time frame. GREENHECK MAKES NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED, REGARDING ITS PRODUCTS, OR ITS SELECTION AND APPLICATION, INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, SAFETY CODES, LAWS, MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This limited warranty is extended solely to the Customer. It is nontransferable and non assignable, and the Customer shall not permit or authorize its employees, agents, representatives or customers to claim, represent or imply that this limited warranty extends or is available to anyone other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty, Greenback shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s) replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be. defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance forms, unless otherwise agreed upon by Greenheck. This limited warranty Is provided in lieu of any other warranty requirements or obligations, Including, but not limited to, those within project specifications. All notices and claims given under or pursuant to this agreement shall be In writing and sent by certified or registered mail, postage prepaid, return receipt requested to: Greenheck, Attn: Louver Sales, 525 Western Road, Schofield, WI 54476. By proceeding to use our products and services on your project, you accept the terms of these limited warranties. Generated by. mstreicherQc stanweaver.com CAPS 4.26.1194 C:%Useralmstreicher.SWCTPA\DesktopWark Bdefceselmsfreichemdvantage Self Storage.gfcj Page 3 of 4 LNGREENHECK Building Value in Air. Printed Date: 04/22/2018 Job: Advantage Self Storage Mark: L-1 Model: EVH-660D Louvers Architectural Finish Limited Warranty Kynar/Hylar and Mica (70% PVDF) Paint Greenheck warrants the finish of Kynar/Hylar (70% PVDF) paint for a period of 10 Yrs (Standard) from the date of product shipment when applied to aluminum louvers or aluminum architectural products. Greenheck warrants that for after the date of product shipment the applied finish: A) Will not chip, crack or peel (lose adhesion) but does not include minute fracturing, which may occur in proper fabrication of building parts. B) Will not chalk in excess of ASTM D-4214-89 number 8 rating, determined by the procedure outlined in ASTM D4214-89 specification test. C) Will not change color more than five (5) Delta-E Hunter units (square root of the sum of Delta L, Delta A and Delta B) as determined by ASTM method D-2244. It is acknowledged that fading or color changes may not be uniform if the surfaces are not equally exposed to the sun and elements. Metallic and Mica colors are exempt in the warranty from item C but will hold the L value within 5 Delta E or the L scale of the Hunter E unit system. Exotic colors will receive a full 10 year warranty if they have the recommended clear coat applied. However, Exotic colors are excluded from the 20 year warranty. p units or which rove ive during the returned to the factory, transportationtp prepaid. Unlessaaareed upon otherwise eriod, will be Greenheckreplaced will not be held reon when sponsible ble for costs associated with installation or removal of product(si. Greenheck limited warranties are not applicable when failure is caused by events tha These include, but are not limited to, Acts of God, fire or other casualty or physical da of aggression; Harmful fumes or foreign substances in the atmosphere; Improper storm to installation; Product failure due to improper usagge and/or application; Failure to prc maintenance and/or improper maintenance, includingg, but not limited to the use of chi accordance with AAMA recommendations or failure to use a systematic maintenance salt concentration; Corrosive atmosphere found in the interior of buildings, which effei Standing or ponding water on the metal; Excessive building movements; Work perfon Improper treatment of finished material; Corrosion of the metal substrate* Incorr-fikr finished metal Shop to Site." The leaal rem s1 ;ion due to contact with adjacent dissimilar metals moisture or other contamination detrimental to the tion as outlined in AAMA Publication 10, "Care an( controlled le or packaging of the parts prior le reasonable and routine lical cleaning agents not in Darling program In areas of high :he interior surface of material; !d or materials supplied by others; between materials, including, but stainless steel; Damage to the mause of improper storage of the g of Architectural Aluminum From this Limited Warranty are the sole exclusive remedy of Customer. This limited warranty Omer is not received within a commercially reasonable time frame. GREENHECK Y, EITHER EXPRESS OR IMPLIED, REGARDING ITS PRODUCTS, OR ITS % INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, :HANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This limited warranty is It is nontransferable and non -assignable, and the Customer shall not permit or representatives or customers to claim, represent or imply that this limited warranty other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty, Greenheck shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s) replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance fors, unless otherwise agreed upon by Greenheck. This limited warranty is provided in lieu of any other warranty requirements or obligations, including, but not limited to, those within project specifications. All notices and claims given under or pursuant to this agreement shall be in writing and sent by certified or registered mail, postage prepaid, return receipt requested to: Greenheck, Attn: Louver Sales, 52Western Road, Schofield, Wl 54476. By proceeding to use our products and services on your project, you accept the terms of these limited warranties. Generated by: mstreicher@stanweaver.00m CAPS 4.26.1194 C:1Userslmstreicher.SWCTPA\DesktopWark BriefcaselmslrelcherlAdvantage Self Storage.gfcj Page 4 of 4 Engineering Evaluation Report Report FL #: 16785 for Greenheck model EVH-660D Report FL #: 16746 for Airolite model SCV660MD Manufacturers: Greenheck Fan Corporation, PO Box 410, 400 Ross Ave, Schofield, WI 54476 The Airolite Company, LLC, PO Box 410, 400 Ross Ave, Schofield, WI 54476 Product Llne(s): Greenheck Louver Model EVH-660D, and equivalent nameplate Airolite Louver Model SCV660MD. Compliance Method: The above mentioned products have been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3 of the FL Administrative Code, and comply with the 601 Edition (2017) Florida Building Code. Product Description: Aluminum louvers with vertical fixed blades and butt -type frame corner construction with 6063-T5 blade/frame material. Performance Summary (for entire product line): Products tested design pressure was +/- 150 PSF. Products passed AMCA Standard 540-08 at Enhanced Impact Missile Level E (80 fps impact speed). Products passed ANSI/AMCA Standard 550-09. Products passed TAS 100(A)-95, TAS 201-94, TAS 202-94, and TAS 203-94. Products can be used inside and outside of the HVHZ and are impact resistant. Performance Standards: 1. AMCA Standard 540-08. Test Method for Louvers Impacted by Wind Borne Debris. 2. ANSI/AMCA Standard 550-09, Test Method for High Velocity Wind Driven Rain Resistant Louvers. 3. ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. 4. ASTM E 1996-05 Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. 5. FBC TAS 100(A)-95 (Modified), Test Procedure For Wind and Wind Driven Rain Resistance and/or Increases Wndspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area (Modified in accordance with Miami -Dade County Building Code Compliance Office Checklist #240 for the Approval of Louvers). 6. FBC TAS 201-94, Impact Test Procedures. 7. FBC TAS 202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 8. FBC TAS 203-94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading. Supporting Technical Documents: 1. Approval Documents: a. NOA 17-0807.20 for EVH-660D, approved on 11/9/2017 b. NOA 17-0807.21 for SCV660MD, approved on 11/9/2017 2. Listing Documents: a. AMCA License Agreement to use the AMCA Listing Label for AMCA 540 (Enhanced Impact Missile Level E, 80 fps) and ANSI/AMCA 550: i. EVH-660D, dated 10/29/2012 ii. SCV660MD, dated 10/29/2012 3. Test Reports: - a. B5211.01-602-18, signed and sealed on 03/21/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI i. FBC TAS 201-94, FBC TAS 202-94, and FBC TAS 203-94 Page 1 of 2 December 13, 2017 Engineering Evaluation Report Report FL #: 16785 for Greenheck model EVH-660D Report FL #: 16746 for Airolite model SCV66OMD b. B5211.02-602-18, signed and sealed on 03/21/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI I. FBC TAS 100(A)-95, and ANSI/AMCA 550-09 c. B7037.01-60244, signed and sealed on 05/18/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI I. AMCA Standard 540-08, ASTM E 1886-05, and ASTM E 1996-05 Limits and Conditions Use: 1. Limits/Conditions are as per in above approval and listing documents. 2. Products have a Maximum Design Pressure of+/- 150 PSF. 3. Products have a Maximum Panel Size of 48" wide x 120" high. 4. Products are rated to be used inside and outside of the HVHZ. 5. Products are impact resistant for both Basic Impact Missile Level D (50 fps) and Enhanced Impact Missile Level E (80 fps). 6. Products have 6063-T5 blade/frame material. 7. Products may be installed in a location where the room behind the louver is not designed to drain water penetrating into the room and the room will house non -water resistant/proof equipment, components, and/or supplies. Installation: Products must be installed in accordance with the above approval documents (attached). Certification of independence: Rice Engineering, Inc. and Wayne K Helmila, P.E. do not have and will not acquire a financial interest in any company manufacturing or distributing the products for which this report is being issued. Rice Engineering, Inc. and Wayne K Helmila, P.E., do not have and will not acquire a financial interest in any other entity involved in the approval process of the above listed products. Statement of Standard Equivalency: The requirements of AMCA 540-08 meet or exceed the requirements of ANSI/AMCA 540-13 for the purpose of evaluating the above referenced product testing for Enhanced Missile Impact per the 61h Edition (2017) Florida Building Code. The requirements of TAS-100(A)-95 Modified for Louvers as well as ANSI/AMCA 550-09 meet or exceed the requirements of AMCA 550-08 for the purpose of evaluating the above referenced product testing for High Velocity Wind Driven Rain Resistance per the 61h Edition (2017) Florida Building Code. Evaluation Report By and PE Stamp: 12/14/2017 COA: 9090 Page 2 of 2 December 13, 2017 MIAMFDADE OMMEWMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) T (786) 315.2590 F (786) 315-2599 www.miamidade.gov/economy Greenheck Fan Corporation P. O. Box 410. SchoSeld, WI54476 .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 oftbe 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: Model EVH-660D Aluminum Louver APPROVAL DOCUMENT: Drawing No. EVH-660D, titled "EVH-660D", sheets 1 through 9 of 9, dated 12/06/2011, prepared by the manufacturer, signed and sealed by Chander P. Nangia, P.E. on 04/06/2012, 07/19/2012, 02/13/2014 and 01/12/2016, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 renews NOA #16-0201.07 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMMADE COUNTY I NOA No.17-0807.20 Expiration Date: October 4, 2022 Approval Date: November 9, 2017 j 1 10,5IV 1-7 Page I Greenheek Fan Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMPITED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted underNOA # 11-0418.06" 1. Drawing No. EVH-660D, titled "BVH-6601)", sheets 1 through 9 of9, dated 12/06/2011, prepared by the manufacturer, signed and sealed by Chander P. Nangia, P.E. on 04/06/2012 and 07/19/2012. B. TESTS "Submitted underNOA # 12-0418.06" 1. Test reports on 1) Uniform Static Air pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Model EVH-660D Aluminum Vertical Louvers, prepared by Architectural Testing, Inc, Report No. B5211.01-602-18, dated 03/21/2012, signed and sealed by Shawn G. Collins, P.E. 2. Test Report on Wind Driven Rain Resistance per TAS 100(A)-95 and High Velocity Wind Driven Rain Resistance per AMCA 550-09 of a Model EVH-660D Aluminum Vertical Louvers, prepared by Architectural Testing, Inc, Test Report No. B5211.02-602-18, dated 03/21/2012, signed and sealed by Shawn G. Collins, P.E. C. CALCULATIONS "Submitted under NOA # 12-0418.06" 1. Stress, deflection and anchorage calculations prepared by Greenheck Fan Corporation, dated 02/08/2012, signed and sealed by Chander P. Nangia, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted underNOA #16-0201.07" 1. Statement letter of code conformance to the 5'^ edition (2014) FBC issued by Chander P. Nangia, P.E., dated 01/11/2016, signed and sealed by Chander P. Nangia, P.E. "Submitted underNOA # 14-0224.10" 2. Statement letter of code conformance to 2010 FBC, issued by Chander P. Nangia, P.E., dated 02/13/2014, signed and sealed by Chander P. Nangia, P.E. "Submitted underNOA # 12-0418.06" 3. Statement letter of code conformance to 2010 FBC, issued by Chander P. Nangia, P.E., dated 04/0212012, signed and sealed by Chander P. Nangia, P.E. "Submitted under NOA # 12-0418.06" 4. No financial interest letter issued by Chander P. Nangia, P.E., dated 04/02/2012, signed and sealed by Chander P. Nangia, P.E. fas��o17 Carlos M. Vtrera, P.E. Product Control Examiner NOA No.17-0807.20 Expiration Date: October 4, 2022 E-1 Approval Date: November 9, 2017 Greenheck Fan Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 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 5'h Edition (2014) and 61' Edition (2017) FBC and of no financial interest issued by Chander P. Nangia, P.E., dated 07/28/2017, signed and sealed by Chander P. Nangia, P.E. !1 og�f'I Carlos A Utrera, P.E. Product Control Examiner NOA No. 17-0807.20 Expiration Date: October 4, 2022 E-2 Approval Date: November 9, 2017 DETAIL CALLOUT (TYPICAL) DETAIL B PAGE � PRODUryC�TngRENEWED euilding C•a•'�N u• FleMa• moA .. 77-0807.20 Wimnen RV.1010412022 0y mmm vmance 1onnm LOUVER ELEV. BLADE SUPPORI STRAP '•• SECTION. IF Ft FT_ 17�_ EXCEEDS 63.0" IfFF#F#FEFFFF###FF#SiE#FFFFEFFF# F###FEFFF #FF#EPEE##I N 0 0 N H 2 H La 7 AT W W L.I�_F 2 O _�—. Z Z z Z 0 J W F Z J W W CL U III U O 0 fU ID X m NOTE: SECTIONS MAY BE STACKED VERIICALLY PERMITTING THERE IS SUITABLE LOAD -BEARING STRUCTURE (BY OTHERS) AT THE HEAD/SILL LOCATIONS FOR ATTACHMENT OF THE CONTINUOUS MOUNTING ANGLES. MAX SECTION 5 WIDTH UNLIMITED OVERALL UNIT WIDTH_ � o O T LLd l HEAD DETAIL `z SCALE: 1:2 I 1 77 q w 2 K 0 0 % z _ SUPPORT DETAIL � SCALE: 1:2 O FW- w N 5.65, FOR OPTIONAL ANGLE ORIENTATION I` (REFERENCE ONLY d L NOT BEQUI�!ED) SEE PACE 8 FOR MIN. EDGE DISTANCE OPTIONAL ANGLE ORIENTATION. MAY BE a USED AT HEAD OR SILL. CHECK CLEARANCE BETWEEN SUBSTRATE FASTENER HEAD AND <' LOUVER FRAME AND ADJUST LOUVFR SIZE ACCORDINGLY IF NEEDED) t. !-�Yl 10 2/81LADE END a u 10 2/JAMB END i 3 � �< ^ 6 z �o f v PRODUCT RENEWED Gn�In 10 eunm'"vbinB viiN ll,e Fletltle Z Vd xoav, 17-0807.20 �evo-mlen te10/D4/2022 '^ _ 0 x0em4Da eVmtluc Control d r 0 3 z c PA: PIfODIRlPE11S� O U 10 2/JAMB END 0r 10 2/BLADE FND 2 NOTE 1: END GAP MUST COMPLY TO SEALANT MANUFACTURE'S JOINT 5 PERFORMANCE RECOMMENDATIONS. __.. ill 4 a SILL DETAIL 33 4� 2 SCALE: 1:2 X 6.35, LOUVER DEPTH 32 7.16. LOUVER FACE TO SUBSIRATE FASTENER (REFERENCE ONLY, NOT REQUIRED) r20wcraevl ww'B rte Daa. 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GNTE=EENDA LY TOU.P4%ne cos.u{17-OBOTa0 xwna..n 'q:, T OP �¢rzpirallon 10/0412022S. _ e> DESCRIPTION flEV DATE SS/p•E��� mi.,.r-0 P.eenc<e.mml F 7 q 9GpInANuu loe"` GAP NOTE & SEALING NOTE 1 02/05/2014 •' ZQ!{ m N TYP (NOMINAL S121NG), SEE NOTE I ACTUAL LOUVER WIDTH ACTUAL LOUVER WIDTH — ACIUAL SECTION/SHIP WIDTH — ACTUAL SECTION/SHIP WIDTH — — SUBSTRATE OPENING WIDTH, NOMINAL LOUVER WIDTH ---- 5 MULLION DETAIL .� ¢ sxm-1:2 EEEND GAP MUSTCOMPLY TONUFACTURE'SJOINTCE RECOMMFNDATIONS. 0 0 (o 0 i W mow Ray A � W1hNe A�W�U 0 n�im1 »ve..omeol maoucrusvlseu .�aw.me..m.lo `o�"O6P mlo � u''?') + Na . i �ry RIPTION REV ff DATE p NOTE & SEALING NOTE 1 02/05/2014 -') M o 4.00 O.C. T ALONG WIDTH-� r-- 0.625 WEEP ROSOLE. PERE MAY W,VARY, v D v D 33 � v D 20 VIEW OF EXTERIOR FACE OF LOUVER, LOWER RIGHT CORNER 6 WEEP DETN� sae 1:2 6 — o,n U� v N N O J I1¢-- W � xz mu a3 (O I > W J O w a w • v w RIODIICr@$VISFD •+�WIWMnaeNefa� Ameew wl02r &115ytoaY / ay M_,pae( Ol Da �QOY d _ Wml�ProawY� Pr PRODUCT RENEWED �� •/�/����^� v�yylng lu ue FlaritlY mowrc.Tr�wsn Bulimn9 Caaa �°&M'Iq�MQr Yyly 0tlilllllHll/ Ron-R0. 11-0807.20 A ,07 �`��1`�E�••" N r�'� E.pimmeno 70/04I2022 y i Mle VnaYYt Con Val M� �m�+l _'it"E �••••,t�= DARKENED AREAS INDICATE AREAS SEALED BY FACTORY, TYP AT BOTH SILL ENDS AND ALL BLADE -SILL AND JAMB -SILL FASTENERS. SCREWS ALLOWED TO USE A GASKET FOR SEALING VS A "WET" APPLIED SEAL OVER THE TOP OF THE SCREW. VIEW OF INTERIOR FACE OF LOUVER, LOWER LEFT CORNER % SEALING DETAIL I 6 sot 1:2 DARKENED AREAS INDICATE AREAS SEALLD BY FACTORY, TYP AT BOTH SILL ENDS. SECTIONAL VIEW, LOOKING AT SILL 8 SEALING DETAIL 2 6 Swc 1:2 PRODUryC11TggRENEWED Bp1. PCp .In Mo PIa1Ea xo"4 17-0007.20 e ptratraao 1010412022 Mw._I l;j.t .a A .4' PxanuaxErmn �SI�wh PaFMtle A.q�w 20.0 PxanuaxErmn �SI�wh PaFMtle A.q�w 20.0 ` OJpi0lN UP n4,, aoE...1038 tda. 21033 6.35 — .105 6.225 — I --�"IF�--.105 I T M ul u� N .095 TYP o 4 ►— .095 ryp N . O 6063 T5 ALJAMB UMINUM L.095 . 1 6063OUTSRALUMNUM 125 06063—TS ALUMINUM 0. O N N � 5.75 � N N I 1.0 T m T ,.5 O60 63 UT BLA� 5 CONTINUOUS MdUNTING ANGLE BLADE SUPPORT T , 6061—T6 ALUMINUM 3003—H14, OR 1100—P14 ' ALUMINUM peagllcresvMgN ��tn+nwuarlaM, A�iaF�inw�IG ! Z O 7 3 PRODUCT RENEWED FleN pa comptl'Ing e+ite tee FleNtlp ' 3uiltling tle PMpICTAkY{� NOM1lIo. 77-0807.20 e..�ye�.wp(,ttbye F ptnNcn 101042G22 A�w gr 7 Mlc pmtluN Conhol �s BJ ALL SHOWN DIMENSIONS ARE Mebe�noiy MINIMUMS L� O O. � I � i pi 2 LLLJ J 0 0 � o w _J W fif El- EVAs vietlb newt IIIIIIIII/I gay.,: vGENSF�.:p�; No. 21g3B 3/8' POWERS WEDGE DOLT FASSENER TABLE - FASTENER NUMBER 12A DESCRIPTION 3/8' POWERS WEDGE BOLT SUBSTRATE NORMAL WEIGHT CONCRETE EMU (1.5 KSI GROUT FILLED) MINIMUM' 2.5 KSI 6' WIDE, GRADE N, TYPE 11, LIGHT/MEIIHM/NORMAL WEIGHT CHO CONFORMING TO ASTM C90 EDGE DISTANCE (MIN) 2 IN. 3 IN 4_I/2 IN. I-t' 2-1/2 IN. PENETRATION (MIN) 2-1/8 IN. LOUVER Hl3UHT (IN.) SPACING (IN.) SPACING (IN.) >108 6 5120 4 6 6 NOT ALCOVED NOT ALLOWED >72 6 5108 6 6 6 6 6 NOT AI.I.OVED NOT ALLOWED NOT ALLOWED 6 >36 0 572 6 )0 6 N36 _ 6 6 6 6 6 LAG SCREW, SCREW, & BOLT W/NUT FASTENER TABLE FASTENER NUMBER I2C 120 12E 1/4'-20 SCREW OR BUILT W/NUT DESCRIPTION 3/8' LAG SCREV 1/4' LAG SCREW SUBSIRATE WOOD STEEL MINIMUM G= 42 A36 STEEL OR Fy)-36 KSI EDGE DISTANCE (MM) 1-1/2 IN. A/2 IN PENETRATION (MIN) 2-3/4 IN. I6GA 3/I6 W. (0.06 IN.) LOWER HEIGHT (IN) SPACING (IN.) SPACING (IN.) )B4 6 5120 6 )0 L 584 6 6 - 6 6 CVISION:=(ITEM ER TABLES AREDATED CENTER SPACING TOFOR F(ITEM 11) AND 6'R SUB(ITEM 12). 1/4' TAPCUN SCREW FASTENER TABLE FASTENER NUMBER 12B DESCRIPTICN 1/4' TAPCDN SUBSTRATE CONCRETE OR CMU (GROUT FILLED) MINIMUM 3.192 KSI CONCRETE OR 3,192 KSI GROUT EDGE DISTANCE (MIN) 11N. 1-1/2 IN. 2-1/2 IN PENETRATION (MIN 1-3/4 IN SPACING (INJ ' LOUVER -HEIGHT ON.) )DOB 6 5720 2 2 4 )96 .6 rla8 2 4 4 >72 6 596 2 >48 6 <72 4 6 6 0 6 <48 6 6 G CONTINUOUS ANGLE TO LOUVER FRAME SCREW (FASTENLR 0 11) LOWER IiEIGHT (IN) SPACING (IN.) >84 & 5120 .2 )0 6 SU4 4 PRODUCTRENEWED BUDEin9 Co) tloWM Me Florida MoA o. 17-0807.20 apl.Uonry s10/04J2022 e� Nne n o vrneun cuntml DATE 0 O LID (9 W W ED Q Of W Z W N L PABDI)CTIIBYf�a BJIA)•�rH•ge DxW ♦m9lmre� 1 !a7 >V tUrael ITEM - DESCRIPTION -- MgTEI .NOTES 1 LOUVER HEAD ALUMRIA 2 LOUVER SILL ALUM 3 LOUVER JAMB LOUVER BLADE _ALUM ALUMS/4' _ SPACING 4 5 CONTINUOUS MOUNTING ANGLE ALUM AT HEAD AND SILL ONLY 6 BLADE SUPPORT STRAP, FOR HEIGHTS > 60.875, ❑NIY ALUM NOT AIIACHED TO JAMBS 10 14I0-24 x 3/4' MIN SCREW STEEL' /SS - 11 114-20 x l' MIN SCREW STEEL' /SS 12A 3/B' POWFRS WEDGE RDLT STEEL•/SS SEE FASTENER TABLE PAGE 12B 1/4' TAPCON SCREW (STEEL•/SS SEE FASTENER TABLE PAGE 12D '1 /B' LAG SCREW _ __ ___ _ _ STEEL' /SS SEE FASTENER TABLE PAGE 12➢ /4' LAG SCREW STEEL• /SS SEE FASTENER TABLE PAGE 12E 11/4-20 SCREW OR 1/4-20 BOLT W/NUT STEEL•/SS SFF FgSTENER TABLE PAGE 20A CONCRETE, 2.5 KSI MIN _ _ _ CMU, 1.5 KS: MIN GROUT FTLLCD CONCRETE__ NOT HV MANUFACTURER 20B CONCRETE NOT BY MANUFACTURER 20C STRUCTURAL STEEL, 3/16' MIN 20D STFFI ,TUD, 1611A MITI STEEL NOT BY MANUFACTLIRFR 2CE WOOD SUBSTRATE, G-0,42 MIN DENSITY STEEL NOT BY MANUFACTURER WOOD NOT BY NANUFACTUR_EP_. 36 SEALANT, FACTORY APPLIED VARIES FACTORY APPLIED 31 SEALED SCREW HEP➢, FACTORY APPLIED VARIES FACTORY APPLIED 3< lSMLMS. OPTIONAL AS REUUIRED, 3NCUMPNLSSIHLE VARIES NOT BY MANUFACTURER 33 SEALANT AND BALKER ROD VARIES NOT BY MANUFACTURER GENERAL NOT 1. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE PENTHOUSE ASSEMBLY. 2. THIS LOUVER HAS BEEN DESIGNFO AMC TESTED IN ACCORDANCE WITH MIAMI-DADE COUNTY PROTOCOLS (AND OUAUFIED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE (FBC) AND TEST PROTOCOLS/STANDAP.DS]. TAS-201 (URCE MISSILE IMPACT) TAS-202 (UNIFORM STATIC PRESSURE) TAS-203 (CYCLIC FATIGUE) TAS-1000) (WIND -DRIVEN RAIN) AMGA STANDARD 550 (WIND -DRIVEN RAIN) 3. THIS LOUVER HAS BEEN DESIGNED, TESTED, AND APPROVED TO WITHSTAND DESIGN PRESSURES OF UP TO AND INCLUDING +/-150 Mr. 4. THE LOUVER MAY BE INSTALLED IN A LOCATION WHERE THE ROOM BEHIND THE LOUVER IS NOT DESIGNED TO DRAIN WATER PENETRATING INTO THE ROOM OR THE ROOM WILL HOUSE NON -WATER RESISTANT OR WATER PROOF EQUIPMENT, COMPONENTS, OR SUPPLIES. 5. ME MAXIMUM S'NGLE S-CTIDN SIZE IS 'a' WIDE BY 12D" HIGH. THE MAXIMUM OVERALL/ASSEMBLED SIZE IS UNLIMITED WIDE (BY USE OF MULTIPLE SECTIONS 0. 413' MOE OR UESS) 9Y 12D' HIGH. SECTIONS/ASSEMBLIES MAY BE STACKED VERTICALLY PROVIDED THERE IS SUITABLE STRUCTURAL SUPPORT (DESIGNED AND INSTALLED BY OTHERS) TO SUPPORT ALL LOADS TRANSFERRED FROM THE LOUVER HEAD AND/OR SILL TO THE SUBSTRATE. W O Z Of 0 W O Z LIE UJ O O 45 W � (STEEL/STAINLESS-STEEL/ALUMINUM PARTS MAY BE MADE OUT 6. A HORIZONTAL BUAD-- SUPPORT STRAP 11 REOUIRED IF SECTION V Of 0ALTERNATE OF ALLOY THAT HAS EQUAL OR GREATER YIELD STRENGTH) HEIGHT IS GREATER THAN 63". w M • STEEL Mlfii HAVE CORROSION RESISTANT COATING. 7. ALL WOOD SUBSTRATE SHALL BE C 0.42 DENStt OR BETTER. r W s ptCtiT 19 A� S. ALL SIFFI SAID SUBSTRATE SHALL BE MIN. 16 G0. F1' = 36 KSI. S`praft 1! RLT,y'TS4' 9. ALL STRUCTURAL STEEL SUBSTRATE SHALL BC MIN. 3/I6' THICK FY - 36 KSI. J �1, GENS� C •44 py 10. AL- CONCRETE SUBSTRATE SHALL CC MIN. 2,500 PSL 11. CONCRETE MASONRY SHALL HE MINIMUM OF: 6' WIDE. GRADE N, T T OF rl PIPE II, LIGHT/MEDIUM/NORMAL WEIGHT CMU CONFORMING TO ASTM C90, AND MIN, 1.500 PSI GROUT -FILLED. 6' .FCO R!�P'•'� 12. LOUVER CONSTRUCTION: SILL, JAMBS, AND BLADES ARE 2 TT1111lit, TTOTENDDEAD, BLADESQUARE CUT AT BOTH ENDS. WADE SPACING I( 3/4" MAX. BLADES ARE SECURED TO THE HEAD/BILL WITH (2) SCREWS PER PRODUCT RENEWED n edmpMne wIN M. ".0d. 9ulMinp OEaadd BLADE END. EACH JAMB IS SECURED TC THE SILL AND HEAD WITH (2) SCREWS PER JAMB FNC No".. 17-0807.20 13. THE LOWER. MANUFACTURER DOES NOT DETERMINE THE ryppyl,•F �yDm BIpinv. 1.1010412022 STRUCTURAL INTEGRITY OF THE SUBSTRATE STRUCTURE. Aa'sw lM 0 x Dart sn Mnemi-0 P.aePee con4el a �FRC 14. ATERIALS AS LER TO SEE FL d DIGECOOEA SECTON 2003.8.4 ORTIO14 OF DISSIMILAR MDETAILS. up REVISED NOTERENCE MES °I/11 2 zms �; �" envrungYvllyb bUBMITfAL REVIEW X WELSH CONSTRUCTION INC. DATE 5-15-2018 Job Name Kitterman cs1t1 Submittal Name WAC ORG-005 Reviewed_:_ Approved_ ReJected_ Revise Submit Revlewed/Approved as Noted Shop drawings are not contract documents. Review of this shop drawing or material does not relieve the Architect, Engineer, Supplier or Subcontractor of their contractual or design responsibilities or for or, omission or deviation from the contract, purchase order or M E R 1 D 1 b ntract requirements. Welsh Construction has revlewed/approved M E C H A N 110 gar general conformance only and are not in anyway responsible for design elements, loads, or dimension Calculations or similar matters. Review is for general conformance and design concept only. REVIEWED By STEVEN G. ANDERSON SUBMITTAL IDENTIFICATION SHEET Date: 5/8/1 g Project Name: Advantage Self Storage Arch/Eng: Frank G. Relf Architect P.0 / PJV Engineering. Inc. Contractor: Welsh Construction Inc. Revision No: 0 Spec ID: M3.10-Louvers Description: Louvers Manufacturer: GreenHeck Vendor: Stan Weaver Company Comments: Submittal includes manufacture product data for: • Exterior Mechanical Louvers MERIDIAN MECHANICAL SERVICES, LLC www.meridianmechanice .com CGC057770, CMC1249293, CFCIZ26768 MA" Mr:1z',', :. PH:(371)877-0076 V 3815 N H1g-iway T, STE 14 Cocoa, FL 32926 Project: Advantage Self Storage-Kitterman Rd GC: Welsh ConstrucOon Louver Schedule 1 of ID Tag Louver Type per Mach Dwg Service Type Area Location Drawing References Louver Size per Mach Drawings Notes AG-1 L-1 EF-6 NOA Rated Mechanical Bid A -Ground West M2.50 24x22 AG-2 L-1 Intake NOA Rated Mechanical Bid A -Ground East M2.50 30x22 BG-3 L-1 EF-7 NOA Rated Mechanical Bid B-Ground West M2.50 24x22 BG4 L-1 Intake NOA Rated Mechanical Bid B-Ground East M2.50 30x22 CG-5 L-1 EF-1 NOA Rated Mechanical Bid C-Ground CL U/12 M2.10 12x12 CG-6 L-1 AHU-1 OSA NOA Rated Mechanical Bid C-Ground CL T/11 M2.10 12x12 CG-7 L-1 EF-2 & 3 NOA Rated Mechanical Bid C-Ground CL P/1 M2.10 18x12 CG-8 L-1 EF-5 NOA Rated Mechanical Bid C-Ground CL M/1 M2.10 18x12 CG-9 L-1 EF-5 NOA Rated Mechanical Bid C-Ground CL B/1 M2.10 18x12 CG-10 L-1 AHU-2 OSA NOA Rated Mechanical Bid C-Ground CL J/1 M2.10 18x12 CG-11 L-1 AHU-2 OSA NOA Rated Mechanical Bid C-Ground CL K/1 M2.10 18x12 CG-12 L-1 EF4 NOA Rated Mechanical Bid C-Ground CL H/1 M2.10 18x12 CG-13 L-1 EF-0 NOA Rated Mechanical Bld C-Ground CL F/1 M2.10 18x12 CG-14 L-1 EF-9 NOA Rated Mechanical Bld C-Grountl CL R/16 M2.10 18x18 CG-15 L-1 EF-9 OSA NOA Rated Mechanical Bid C-Ground CL O/15 M2.10 18x18 CG-16 L-1 EF-10 NOA Rated Mechanical Bid C-Ground CL S/16 M2.10 18x18 CG-17 L-1 EF-11 NOA Rated Mechanical Bid C-Ground CL T/16 M2.10 18x18 CG-18 L-1 EF-11 OSA NOA Rated Mechanical Bid C-Ground CL U/15 M2.10 18x18 CG-19 L-1 EF-10 OSA NOA Rated Mechanical Bid GGround CL U114 M2.10 30x30 CG-20 L-1 EF4-0SA NOA Rated Mechanical Bid GGround CL A/13 M2.10 3Dx22 CG-21 L-1 AHU-3 OSA NOA Rated Mechanical Bid C-Ground CL E/15 M2.10 28x12 C2-22 L-1 AHU-4 OSA NOA Rated Mechanical Bid C-Lvl 2 CL j/1 M2 20 28x12 C2-23 L-1 AHU-5 OSA 'NOA Rated Mechanical Bid C-Lvl 2 CL A/3 M2.20 28x12 C2-24 L-1 AHU-6 OSA NOA Rated Mechanical Bld C-LN 2 CL E/15 M2.20 28x12 Project: Advantage Self Storage-Kitterman Rd Lauver Schedule GC: Welsh Construction 2 of 2 1 C2-25 L-1 AHU-7 O5A NOA Rated Mechanical Bid C-Lvl2 CLT/11 M2.20 28x12 C3-26 L-1 AHU-8 OSA NOA Rated Mechanical Bid C-Lvl 3 CL 0/1 M2.30 28x12 C3-27 L-1 AHU-9 OSA NOA Rated Mechanical Bid C-Lvl3 CL A/3 M2.30 28x12 C3-28 L-1 AHU-SO OSA NOA Rated Mechanical Bid C-Lvl3 CLE/15 M2.30 28x12 C3-29 L-1 AHU-1105A NOA Rated Mechanical Bid C-Lvl3 CLT/12 M2.30 28x12 DG-30 L-1 EF-8 NOA Rated Mechanical Bld D-Ground North M2.50 24X22 DG-31 L-1 Intake NOA Rated Mechanical Bld D•Ground South M2.50 30X22 LOUVERS SUBMITTAL Job Name: ADVANTAGE SELF STORAGE Location: PORT ST. LUCIE, FL Contractor: MERIDIAN MECHANICAL Engineer: PJV ENGINEERING Spec Section: ON PLANS Date: 4/22/2018 SWC Project # 79750 SWC Job # 0 Submitted By: Mark Streicher Engineering Contact: Mark Streicher �i STANWEAVER&CO 4607 North Cortez Tampa, FL 33614 PH:(813) 879-0383 FAX:(813) 878-2932 --&GREENHECK BuiMina Value in Air. LMGREENHECK Building Value in Air. EVH-660D 6 in. Frame, high performance WDR Printed Date: 04/22/2018 Job: Advantage Self Storage Mark: L-1 Model: EVH-660D APPLICATION & DESIGN EVH-660D is a Florida Product Approved and Miami -Dade Qualified stationary vertical blade wind driven rain extruded aluminum louver designed to protect air intake and exhaust openings In building exterior walls. EVH-660D is tested in accordance with AMCA SOD-L "jr Performance, Water Penetration and Wind Driven Rain. EVH-660D is tested In accordance with AMCA 540 Test Method for Louvers Impacted by Wind Bome Debris (Basic Protection, Missile Level D and Enhanced Protection, Missile Level E). EVH-660D is tested in accordance with AMCA 550 Test Method for High Velocity Wind Driven Rain Resistant Louvers. EVH-660D is licensed to bear the AMCA seal allowing design professionals to select and apply with confidence. EVH-660D is tested and qualified per the following Florida test protocols: TAB 201 (Large Missile Impact), TAB 202 (Uniform Static Air Pressure), TAB 203 (Cyclic Wind Loading) and TAB 100A (Wind Driven Rain). Per Miami -Dade EVH-660D may be Installed in locations where the room behind the louver is NOT designed to drain water Into the room or the room will house non -water resistant or water proof equipment components or supplies. Florida Product Approval Number. FL76875.1 Miami-Dade.NOA Number. 16-0201.07 PRODUCT DETAILS Frame: 6 in. x 0.095 in. Frame Thickness Frame Type: Channel Blades: 0.063 in. Fixed Blade Thickness Material: Aluminum Sizing: Rough Opening Shape: Rectangular Construction: Mechanically Fastened Impact Qualified: Enhanced Lev E OPTIONS & ACCESSORIES Finish: Kynar 70% (2 coat), Standard TBS BIM Screen: 0.75 in. x 0.05 in., Flat Expanded Aluminum, Internal, Match Louver Finish Mounting: Continuous Angles Warranty: 1 Yr (Standard) Product Warranty 10 Yrs (Standard) Finish Warranty SUMMARY Internal View See 1_ 2 j 12 j 12 ( 0.16 15.8 1 + 1- 2 i Channel Schedule _ 7 ( 5�i 18 18 12 18 0,29 j I 0.62 194 ' 274 1 1 1 i 1 7 I Channel for 118r I. , I 5 Channel Location ' 3 24 22 i 1.21 i 33.1 {1 1 l ,� 1 i 3 j Channel 1 21.66 1 1,j 9 1 Channel 4 l 30 I 22 F0.56 1.60 34.8 4 1 Channel 2.43 j 38.8 Total Louver Qty: 31 Total Weight (lb): 860 Total Ship Sect: 31 -Weight shown is an estimate only based on the default base product configimadon without options or amessodes Louver Area (11:2): 80 Generated by: mstreicher@stanweaver.00m CAPS 4.26.1194 C:\Users\mstrelcher.SWCTPA\Desktbp\Mark Bdefcaselmstreichemdvantage Self Storage.gfc) Page 1 of 4 r LHGREENHECK Building Value in Air. Printed Date: 04/22/2018 Job: Advantage Self Storage Mark: L-1 Model: EVH-660D The maximum design wind load is 150 PSF. Please refer to the product deta stt NM mf osier n for Installation Instructions. Any addWonal shn%nel reWorcing members or materials not substrate shmvn as ^By Greerdbsrk shell be considered by areas. Unless Intliraletl otherwise We fdlo.Nng are NOT Included in the quote provided: swWual steel, arkhan, We eo aunding substrate or structure, smms, backer rod, see lam, dissimilar material isdauon, field measuring, instauauon, flashing, odm, endosures, blaumtf panels, mu0lm covers, hirgatl names, removable subtrames, cudom bbdfinsect screen, 3.coa( metallc etMror moue paml fiNshes, bituminous paints, taxes, PE stamped structurd nalpLafians slob sperlfN engineered subrnim drawings. CAPS 4.26.1194 C:\Userslmstreicher.SWGenerated by: mistrelcher@stanweavei%com CTPAtDesktopVdark BriefcaaselmstreicheMdvantage Self Stomge.gfcj Page 2 of 4 LNGREENHECK Printed Date: 04/22/2018 Building value in Air. Job: Advantage Self Storage Mark: L-1 Model: EVH-660D Louvers Product Limited Warranty Thank you for purchasing Greenheck lowers. Greenheck warrants this equipment to be free from defect in material and workmanship for a period of 1 year from the date of product shipment. Any units or parts, which prove defective during the warranty period, will be repaired or replaced at our option when returned to our factory, transportation prepaid. Unless agreed upon otherwise Greenheck will not be held responsible for costs associated with removal or installation of product(s). The legal remedies described in this Limited Warranty are the sole exclusive remedy of Customer. This limited warranty will be void if payment from Customer is not received within a commercially reasonable time frame. GREENHECK MAKES NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED, REGARDING ITS PRODUCTS, OR ITS SELECTION AND APPLICATION, INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, SAFETY CODES, LAWS, MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This limited warranty is extended solely to the Customer. It is nontransferable and non -assignable, and the Customer shall not permit or authorize its employees, agents, representatives or customers to claim, represent or imply that this limited warranty extends or Is available to anyone other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty, Greenheck shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s) replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance forms, unless otherwise agreed upon by Greenheck. This limited warranty is provided in lieu of any other warranty requirements or obligations, including, but not limited to, those within project specifications. All notices and claims given under or pursuant to this agreement shall be in writing and sent by certilied or registered mail, postage prepaid, return receipt requested to: Greenheck, Attn: Louver Sales, 525 Western Road, Schofield, WI 64476. By proceeding to use our products and services on your project, you accept the terms of these limited warranties. Generated by. mstreicher@stanweaver.com CAPS 4.26.1194 C:\Users\mstreicher.SWCTPA\Desktop\Mark Briefcase\mslreicher\Advantage Self Storage.gfcj Page 3 of 4 r13 GREENHECK Printed Date: 04/22/2018 • Job: Advantage Self Storage Building Value in Air. Mark: L-1 Model: EVH-660D Louvers Architectural Finish Limited Warranty Kynar/Hylar and Mica (70% PVDF) Paint Greenheck warrants the finish of Kynar/Hylar (70% PVDF) paint for a period of 10 Yrs (Standard) from the date of product shipment when applied to aluminum louvers or aluminum architectural products. Greenheck warrants that for after the date of product shipment the applied finish: A) Will not chip, crack or peel (lose adhesion) but does not include minute fracturing, which may occur in proper fabrication of building parts. B) Will not chalk in excess of ASTM D-4214-89 number 8 rating, determined by the procedure outlined in ASTM D-4214-89 specification test. C) Will not change color more than five (5) Delta-E Hunter units (square root of the sum of Delta L, Delta A and Delta B) as determined by ASTM method D-2244. It is acknowledged that fading or color changes may not be uniform if the surfaces are not equally exposed to the sun and elements. Metallic and Mica colors are exempt in the warranty from item C but will hold the L value within 5 Delta E or the L scale of the Hunter E unit system. Exotic colors will receive a full 10 year warranty if they have the recommended clear coat applied. However, Exotic colors are excluded from the 20 year warranty. Any units or parts, which prove defective during the warranty period, will be repaired or replaced at our option when returned to the factory, transportation prepaid. Unless agree upon otherwise Greenheck will not be held responsible for costs associated with installation or removal of product(s). Greenheck limited warranties are not applicable when failure is caused by events that cannot be controlled by Greenheck. These include, but are not limited to, Acts of God, fire or other casualty or physical damage; Government restrictions; Acts of aggression; Harmful fumes or foreign substances in the atmosphere; Improper storage or packagging of the parts prior to installation; Product failure due to improper usegga and/or application; Failure to provide reasonable and routine maintenance and/or improper maintenance, including, but not limited to the use of chemical cleaning agents not in accordance with AAMA recommendations or failure to use a systematic maintenance cleaning program in areas of high salt concentration; Corrosive atmosphere found in the interior of buildings, which effect the interior surface of material; Standing or ponding water on the metal; Excessive building movements; Work performed or materials supplied by others; Improper treatment of finished material; Corrosion of the metal substrate; Incompatibility between materials, including, but not limited to, Galvanic corrosion due to contact with adjacent dissimilar metals such as stainless steel; Damage to the Fainted metal occasioned by moisture or other contamination detrimental to the finish because of improper storage of the finished metal prior to installation as outlined in AAMA Publication 10, "Care and handling of Architectural Aluminum From Shop to Site." The legal remedies described in this Limited Warranty are the sole exclusive remedy of Customer. This limited warranty MAKES NOwill be void fOppTHERnWARRANTY, EITHER t from Customer is not rEXPRESSeceived IOR IMPLIED thin a rvyREGARDINGIreasonabTSle IPRODUCTS, OR TSme frame. ECK SELECTION AND APPLICATION, INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, SAFETY CODES, LAWS, MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This limited warranty is extended solely to the Customer. It is nontransferable and non -assignable, and the Customer shall not permit or authorize its employees, agents, representatives or customers to claim, represent or imply that this limited warranty extends or is available to anyone other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty, Greenheck shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s) replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance forms, unless otherwise agreed upon by Greenheck. This limited warranty is provided in lieu of any other warranty requirements or obligations, including, but not limited to, those within project specifications. All notices and claims given under or pursuant to this agreement shall be in writing and sent by certified or registered mail, postage prepaid, return receipt requested to: Greenheck, Attn: Louver Sales, 525 Western Road, Schofield, WI 54476. By proceeding to use our products and services on your project, you accept the terms of these limited warranties. Generated by: mstrelcher@stanweaver.com CAPS 4.26.1194 C:lUsersWstreicher.SWCTPA1Desktop\Mark BdefcaselmstreicherlAdvantage Self Storage.gfel Page 4 of 4 Engineering Evaluation Report Report FL #: 16785 for Greenheck model EVH-660D Report FL #: 16746 for Airolite model SCV660MD Manufacturers: Greenheck Fan Corporation, PO Box 410, 400 Ross Ave, Schofield, WI 54476 The Airolite Company, LLC, PO Box 410, 400 Ross Ave, Schofield, WI 54476 Product Line(s): Greenheck Louver Model EVH-660D, and equivalent nameplate Airolite Louver Model SCV660MD. Compliance Method: The above mentioned products have been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3 of the FL Administrative Code, and comply with the 6th Edition (2017) Florida Building Code. Product Description: Aluminum louvers with vertical fixed blades and butt -type frame corner construction with 6063-T5 blade/frame material. Performance Summary (for entire product line): Products tested design pressure was +/- 150 PSF. Products passed AMCA Standard 540-08 at Enhanced Impact Missile Level E (80 fps impact speed). Products passed ANSI/AMCA Standard 550-09. Products passed TAS 100(A)-95, TAS 201-94, TAS 202-94, and TAS 203-94, Products can be used inside and outside of the HVHZ and are impact resistant. Performance Standards: 1. AMCA Standard 540-08, Test Method for Louvers Impacted by Wind Borne Debris. 2. ANSI/AMCA Standard 550-09, Test Method for High Velocity Wind Driven Rain Resistant Louvers. 3. ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. 4. ASTM E 1996-05 Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. 5. FBC TAS 100(A)-95 (Modified), Test Procedure For Wind and Wind Driven Rain Resistance and/or Increases Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area (Modified in accordance with Miami -Dade County Building Code Compliance Office Checklist #240 for the Approval of Louvers). 6. FBC TAS 201-94, Impact Test Procedures. 7. FBC TAS 202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 8. FBC TAS 203-94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading. Supporting Technical Documents: 1. Approval Documents: a. NOA 17-0807.20 for EVH-660D, approved on 11/9/2017 b. NOA 17-0807.21 for SCV660MD, approved on 11/9/2017 2. Listing Documents: a. AMCA License Agreement to use the AMCA Listing Label for AMCA 540 (Enhanced Impact Missile Level E, 80 fps) and ANSI/AMCA 550: I. EVH-660D, dated 10/29/2012 ii. SCV660MD, dated 10/29/2012 3. Test Reports: — a. B5211.01-602-18, signed and sealed on 03/21/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI i. FBC TAS 201-94, FBC TAS 202-94, and FBC TAS 203-94 Page 1 of 2 December 13, 2017 Engineering Evaluation Report Report FL #: 16785 for Greenheck model EVH-660D Report FL #: 16746 for Airolite model SCV660MD b. B5211.02-602-18, signed and sealed on 03/21/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI I. FBC TAS 100(A)-95, and ANSI/AMCA 550-09 c. B7037.01-602A4, signed and sealed on 05/18/2012 by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI I. AMCA Standard 540-08, ASTM E 1886-05, and ASTM E 1996-05 Limits and Conditions Use: 1. Limits/Conditions are as per in above approval and listing documents. 2. Products have a Maximum Design Pressure of +/-150 PSF. 3. Products have a Maximum Panel Size of 48" wide x 120" high. 4. Products are rated to be used inside and outside of the HVHZ. 5. Products are impact resistant for both Basic Impact Missile Level D (50 fps) and Enhanced Impact Missile Level E (80 fps). 6. Products have 6063-T5 blade/frame material. 7. Products may be installed in a location where the room behind the louver is not designed to drain water penetrating into the room and the room will house non -water resistant/proof equipment, components, and/or supplies. Installation: Products must be installed in accordance with the above approval documents (attached), Certification of Independence: Rice Engineering, Inc. and Wayne K Helmila, P.E. do not have and will not acquire a financial interest in any company manufacturing or distributing the products for which this report is being issued. Rice Engineering, Inc. and Wayne K Helmila, P.E., do not have and will not acquire a financial interest in any other entity involved in the approval process of the above listed products. Statement of Standard Equivalency: The requirements of AMCA 540-08 meet or exceed the requirements of ANSI/AMCA 540-13 for the purpose of evaluating the above referenced product testing for Enhanced Missile Impact per the 6th Edition (2017) Florida Building Code. The requirements of TAS-100(A)-95 Modified for Louvers as well as ANSI/AMCA 550-09 meet or exceed the requirements of AMCA 550-08 for the purpose of evaluating the above referenced product testing for High Velocity Wind Driven Rain Resistance per the 61h Edition (2017) Florida Building Code. Evaluation Report By and PE Stamp: COA: 9090 Page 2 of 2 December 13, 2017 MIAM6DADE om MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) T (786) 315.25910 F (786) 315-2599 www miamidade ov/economy Greenbeck Fan Corporation P. O. Box 410. Schofield, WI54476 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 (AHD). 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 AHD (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: Model EVH-660D Aluminum Louver APPROVAL DOCUMENT: Drawing No. EVH-660D, titled "EVH-660D", sheets 1 through 9 of 9, dated 12/06/2011, prepared by the manufacturer, signed and sealed by Chander P. Nangia, P.E. on 04/06/2012, 07/19/2012, 02/13/2014 and 01/12/2016, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 renews NOA 416-0201.07 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMMADE COUNTY NOA No. 17-0807.20 Expiration Date: October 4, 2022 ' Approval Date: November 9, 2017 jl/OB 2017 Pagel Greenheck Fan Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA #12-0418.06" 1. Drawing No. EVH-660D, titled "EVH-660D", sheets 1 through 9 of 9, dated 12/06/2011, prepared by the manufacturer, signed and sealed by Chander P. Nangia, P.E. on 04/06/2012 and 07/19/2012. B. TESTS "Submitted under NOA # 12-0418.06" I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Model EVH-660D Aluminum Vertical Louvers, prepared by Architectural Testing, Inc, Report No. B5211.01-602-18, dated 03/21/2012, signed and sealed by Shawn G. Collins, P.E. 2. Test Report on Wind Driven Rain Resistance per TAS 100(A)-95 and High Velocity Wind Driven Rain Resistance per AMCA 550-09 of a Model EVH-660D Aluminum Vertical Louvers, prepared by Architectural Testing, Inc, Test Report No. B5211.02-602-18, dated 03/21/2012, signed and sealed by Shawn G. Collins, P.E. C. CALCULATIONS "Submitted under NOA # 12-0418.06" 1. Stress, deflection and anchorage calculations prepared by Greenheck Fan Corporation, dated 02/08/2012, signed and sealed by Chander P. Nangia, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #16-0201.07" 1. Statement letter of code conformance to the 5" edition (2014) FBC issued by Chander P. Nangia, P.E., dated 01/11/2016, signed and sealed by Chander P. Nangia, P.E. "Submitted under NOA # 14-0224.10" 2. Statement letter of code conformance to 2010 FBC, issued by Chander P. Nangia, P.E., dated 02113/2014, signed and sealed by Chander P. Nangia, P.E. "Submitted under NOA # 12-0418.06" 3. Statement letter of code conformance to 2010 FBC, issued by Chander P. Nangia, P.E., dated 04/02/2012, signed and sealed by Chander P. Nangia P.E. "Submitted under NOA # 12-0418.06" 4. No financial interest letter issued by Chander P. Nangia, P.E., dated 04/0 /2012, signed and sealed by Chander P. Nangia, P.E. - Ir ae Zo» Carlos M. Vtr6ra, P.E. Product Control Examiner NOA No.17-0807.20 Expiration Date: October 4, 2022 E-1 Approval Date: November 9, 2017 Greenheck Fan Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 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 5th Edition (2014) and 6' Edition (2017) FBC and of no financial interest issued by Chander P. Nangia, P.E., dated 07/28/2017, signed and sealed by Chander P. Nangia, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0807.20 Expiration Date: October4,2022 E-2 Approval Date: November 9, 2017 DETAIL CALLOUT (TYPICAL) oEraL R PAGE PRODUCTRENEWED p In Wi %. R."d. nnn`anma ,1 NO".. 17-0807.20 BaptrvBun o 10/0d2022 By Mlam Pm uct Banbo LOUVER ELEV. w rn n 4 5 5 4n 3 4 3 3 0 =coo BLADE SUPPORT STRAP RQD. IF SECTION HEIGHT 2 a W EXCEEDS 63.0" F- x L x W x W W W'o x � z j Z 0 J W H Z J W U I v J W (L nu Iil > mlp o ni X Q 0 z O p o W W .vontrrnewrn BdM'pgm�[L IbW b�1{Vtd [! � No!4�I0 yobs/u/7 tn� 0 M Sul I�M.OmW By NOTE: SECTIONS MAY BE STACKED 4B,D• MAX wooucyccvrgu VERTICALLY PERMITTING THERE IS 6 l.4.mr ytaae. SUITABLE LOAD -BEARING STRUCTURE SECTION J 5 flm&,�N,�b oto. (BY OTHERS) AT THE HEAD/SILL WIDTH 2 LOCATIONS FOR ATTACHMENT OF THE UNLIMITED CONTINUOUS MOUNTING ANGLES. OVERALL UNIT WIDTH 1 HEAD DETAIL 2 SCALL: 1:2 5.65, FOR OPTIONAL SEE PAGE 8 FOR MIN. EDGE DISTANCE ANGLE ORIENTATION �I I` (REFERENCE ONLY -I OPTONAL ANGLE ORIENTATION. MAY BE NOT BEQUlgED) d a USED AT HEAD OR SILL. CHECK CLEARANCE BETWEEN SUBSTRATE ER HEAD AND LOUVER FRAME AND ADJUST LOUVER SIZE r ACCORDINGLY IF NEEDED) 5 10 2/BLADE END o L J O r = Z � w \ 10 2/JAMB END w¢o C > oxz �. 3 � - o Zw w 6 rc W rn 3 Q}} z 1— to /� �:J PRODUCT RENEWED ao SUPPORT DETAIL z o 10 0u11al"eotle E N U NOA-Ne, 1T-0807.20 SCALE: 1:2 Z o ¢ u21,.ueq t.10104MO22'^ H 0Y O dl MIOTI-0q O V YC COgGp a 1- uj Z w ¢ z = N w� x 3 vvnaicrneasso w n' V) ,mpow Ib-P+O�.o7 a ¢ 0 10 2/JAMB END'' ,o—.mA�v_�7 z w J 10 2/BLADE FND w Oo N o fx 2 2 N > NOT=MUST MPLY TO6 O SEATo¢ PERONS. ¢ 3 d SILL DETAIL 33 Z d� 2 SCALE: 1:2 — 6.35, LOUVER DEPTH 12 39 7.16, LOUVER FACE TO SUBSIRATE FASTENER (REFERENCE ONLY, NOT REQUIRED) }18 0 O co 19 I 2 w inOdxrp5Ytcl0 A NW�� u,eFlraia�. N0.2190D o L o 0 zd ((�oo 2 Aw —I .75 BLADE SPACING, TYP ACTUAL LOUVER WIDTH, ACTUAL SECTION/SHIP WIDTH 0.25. TYP (NOMINAL SIZING), 0.25, 1 0.625 MAX ALLOWED, SEE NOTE 1 0.625 MA —SUBSTRATE OPENING WIDTH, NOMINAL LOUVER WIDTH- 4' JAMB DETAIL S SUPPORT DETAIL 40p1 3 s E: 1:2 3 Eruct 1:2 3 PRODUC7RENEWED NOTE 1, 'END GAP MUSI" COMPLY TO of wTpty188 �'IN !M1a FIeN°f Bu°°1ng Ce0i SEALANT MANUFACTURE'S JOINT Nol4Nx 17-080720 PERFORMANCE RECOMMENDATIONS. e.p tl>"D IDIM2022 0y MIfmM prv°utl C""bfl v 0.00, TYP (NON ACTUAL LOUVER WIDTH ACTUAL LOUVEF ^ ACIUAL SECTION/SHIP WIDTH— ACTUAL SECTION/� — SUBSTRATE OPENING WIDTH, NOMINAL LOUVER WIDTH 5 MULLION DETAIL I:z EEEND GAP MUSTCOMPLYTOUFACTURE'SJOINTCE RECOMMFNDATIONS. m SIZING), SEE NOTE 1 ITH _ WIDTH rKUOUGT RENEWED WOUIlClA6VL4D PW., mM Ge Amide w o'k vygQnngW Bggging cane VOA. .. 17-080730 iupin0.5ft. 10/ON2022afty ��^•'f 17 m o co.n,I 9 PmOYc<Cpp4ei DESCRIPTION REV DATE :. NOTE & SEALING 4 MODgcramwsFD �pv�� na A<aelee.�b1�011gJn 0 in n I M _ ALONG WIDTHP Ih" J� �-0.625 WEEPSOLEIV.SPERW�,RY, a D v o 3 • � v 0 �J VIEW OF EXTERIOR FACE OF LOUVER, LOWER RIGHT CORNER 6 WEEP DETAIL srn 1: 5 -- 2- • a ~ Q. %tODIMfBl;VU n>*W/WNANUWa tnUtq edwzsw. . A�itDO p��p��ppaa�t ++ lEeWl A�4.nld� D7 PRODUCT RENEWED tNOCMREVU c.mpl>�incc IN the A.r1E. B.M.90 . ml=w. br4Ny willl�olf,N ND�-Ne. 17-0B07.2D B.h ,d 0 h. °� U......'.. qy EaphoDen D 7070°l2022 `A�,tv?'•a O••.,0�'y Ni. P.d.tG.n I DARKENED AREAS INDICATE AREAS SEALED BY FACTORY, TYP AT BOTH SILL ENDS AND ALL BLADE-S(LL AND JAMB -SILL FASTENERS. SCREWS ALLOWED TO USE A GASKET FOR SEALING VS A "WET" APPLIED SEAL OVER THE TOP OF THE SCREW. VIEW OF INTERIOR FACE OF LOUVER, LOWER LEFT CORNER % SEALING DETAIL 1 g stun 1:z DARKENED AREAS INDICATE AREAS SEALED BY FACTORY, TYP AT BOTH SILL ENDS. SECTIONAL VIEW, LOOKING AT SILL 8 SEAUNG DETAIL 2 6 s - 1:2 PRODUCT RENEWED pa mmpMngg rNN Ne PIprILe 8pt1 COEe mop-N.. 77-0607.20 Bavrmm.n b1h,1010412022 m�iom mev<l cannel p60WlTMmw .®1ryey,.nean R,.Iw y�y� v 0 � r,aenn HPa, Bf pp0D11CTBEY6pD 8w-lft igl,afLitle nP nuru�� A=ire d es+n� .aaiaA a OE i M1a1a� Nv.21030� s\. M .095 TYP — 7F N M OOUVER HEAD 6063L—T5 ALUMINUM N 41 5.75 O T 4 BLADE 60630 — U IN 6.35 .105 —� — .105 m o dI: —,095 ,125 j T6T — G03-5 ALU INUM 1 N T—� I O CONTINUOUS MOUNTING ANGLE 6061-T6 ALUMINUM 6.225 a . -.os5 rYP N O60630UTuRALUM NUM 0 O 1.0 6 BLADE SUPPORT STRAP 30036H14,�O05 122 ALUMINUM v¢wuertwvD® eaia�ieercera+u,uePl�e, A�Mldtl a, -1-�ley�'c�7 e,otraCmd . PRODUCT RENEWED ea camp Ing MO tAe Platltla ' (tuiitlin9 Ee NOAJ10. 17-08D730 DRDDUCT2� ¢aPirauon 70/04f1022 A�� � BY Mlam e ePmtluct Cenwl ALL SHOWN DIMENSIONS ARE Ilelefmi MINIMUMS o N O O_ g � i E ^ u j u z W No. 21038 J 3/8' POWERS_WFDGE BOLT FASTENER TABLE FASTENER NUMBER 12A DESCRIPTION 3/8' POWERS WEDGE BOLT SUBSTRATE NORMAL WEIGHT CONCRETE CMU (1.5 KSI GROUT FILLED) MINIMUM' 2.5 KSI 6' WIDE, GRADE N, TYPE 11, LIGHT/MEIIIUM/NORMAL WEIGHT CMU CONFORMING TO ASTM C90 EDGE DISTANCE (MIN) 2 IN. 3 IN. 4_1/2 IN. 1-1/2 IN. 2 IN 2-1/2 IN. PENETRATION MIN) 2-1/8 IN. LOUVER HCIUHI (IN.) SPACING UN.) SPACING ON) >109 & 5120 4 6 6 NOT ALLOWED NOT ALLOWED )72 & 5108 _ G 6 6 6 6 NUT AllOVE➢ NOT AL LOWED NOT ALCOVED 6 )3(, 6 572 6 >o & s36 6 6 6 6 6 LAG SCREW, SCREW, & BOLT W/NUT FASTENER TABLE FASTENER NUMBER I2C 120 12E 1/4'-20 SCREW OR BUILT W/NUT DESCRIPTION 3/8' LAU SCREW 1/4' LAG SCREW SUBSTRATE WOOD STEEL MINIMUM G=.42 A36 STEEL OR Fy5=36 KSI EDGE DISTANCE (MIN) 1-1/2 IN. '1/2 IN. PENETRATION (MIN) 2-3/4 IN, 16GA 0,06 IN.) 3/16 IN. LOUVER HEIGHT (IN) SPACING (TN.) SPACING (IN.) >84 & -<120 6 4 6 6' >0 & 584 6 6 6 6 C.REMIISION: FASTENER TABLES AREA% ON CENTER SPACING TOENERS (ITEM 11) AND 6- TENERS (ITEM 12). 1/4' TAPCON SCREW FASTENER TABLE FASTENER NUMBER 12H DESCRIPTION Va' TAPCON SUBSTRATE CONCRETE OR CMU (GROUT FILLED) MINIMUM 3.192 KSI CONCRETE OR 3.192 KSI GROUT EDGE DISTANCE (MIN) I IN. 1-1/2 IN. 2-1/2 IN PENETRATION (MIN 1-3/4 IN. SPACING (IN.) LOUVER HEIGHT (IN.) 5108 & 5120 2 2 4 )96 '& 50UB 2 >72 & 596 2 4 G >48 & .472 4 6 6 )0 & s48 6 6 16 CONTINUOUS ANGLE TO LOUVER FRAME SCREV (FASTENER # 11) LDUVER 1IEIGHT (IN.) SPACING (IN.) I84 & 5120 2 >0 1 584 4 REVISION NOTE PROOUCTREV�17 ®pLyi�.naeTTvW M:.rl Wean ta..a PRODUCT RENEWED Pa...PI=IT wIfh lhn Florian Du➢alnD coaI, NOA41. 17-080720 GPlmuon'W 70/0412022 By xnnm n o�maum cenwl W J O OD m m Of I w > w w V) A�r r:G7 �I ALUM ___.. -3/4. (STEEL/STA:NLESS-STEEL/ALUMINUM PARTS MAY BE MADC OUT OF ALTERNATE ALLOY THAT HAS EQUAL OR GREATER YIELD STRENGTH) STEEL MUST HAVE CORROSION RESISTANT COATING. Q �f`10Y ST °A" sn REVISED NOTE 2 FBC REFERENCE MES; zpis O PRODUCT RENEWED as complMaa Mtu Om Ilotltla Bullelep CCaadd NOA-Bp. 17-080720 Baplrefle feTD/Dg/2022 By Mleml-0 1,1 1042.re GENERAL NDT G I. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TOVUWy ME STRUCTURALTO 10 - SUPPORTTHE LOADSIMPOSED BY THE PENTHOUSE ASSEMBLY. �' 0 2. THIS LOUVER HAS BEEN DESIGNED ANC TESTED IN ACCORDANCE o WITH MWAI-DACE COUNTY PROTOCOLS [AND QUALIFIED IN n z ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE (FBC) AND TEST PROTCCOLS/STANDAP.DS]: a TAS-201 (LAP.CE MISSILE IMPACT) N N TAS-202 (UNIFORM STATIC PRESSURE) zm Zw TAS-203 (CYCLIC FATIGUE) a W TAS-100(A) (WIND -DRIVEN RAIN) y 4 All A STANDARD 550 (WIND -DRIVEN RAIN) 3. THIS LOUVER HAS BEEN DESIGNED. TESTED, AND APPROVED TO fn IW- VIITHSTAND DESIGN PRESSURES OF UP TO AND INCLUDING +/-150 r9r. Pic O �wo z I 4. THE LOUVER MAY BE INSTALLED IN A LOCATION WHERE THE ROOM BEHIND THE COINER IS NOT OFS__M TO DRAIN WATER PENETRATING �^ J 0- S��a I INTO THE ROOM OR THE ROOM WILL HOUSE NON -WATER RESISTANT OR WATER �L9 p PROOF EQUIPMEW. COMPONENTS, OR SUPPLIES. Z p Z MAXIMUM ENDUE SECTION SIZE IS 'B" WIDE BY 12D" HIGH. 5. THEMAXIMUM aN W THE MAXIPLE OVERALL/ASSEMBLED 912E IS UNLIMITED WIDE (BY USE M q") OF MULTIPTIONS/LE SECTIONS Or 4B' WIDE LESS) By 1 HIGH. SECTIONS/ASSEMBLIES ^• • _ D MAY BE STACKED VERTICALLY PRCWDEB THERE RO IS SUITABLE STRUCTURAL SUPPORT (DESIGNED AND INSTALLED BY a3 U0 z OTHERS) TO SUPPORT ALL LOADS TRANSFERRED FROM THE LOUVER sm? HEAD AND/OR SILL TO THE SUBSTRATE.. a 6. A HORIZONTAL BLADE SUPPORT STRAP 6 REQUIRED IF SECTION of HEIGHT IS GREATER TITAN 63". J Ln T. ALL WOOD SUBSTRATE SHALL BEG = 0.42 DENSITY OR BETTER. W B. ALL SIM STL.ID SUBSIRATE SHALL BE MIN, 16 GA. FY = 36 KSI. "Ok P, ""14 9. ALL STRUCTURAL STEEL SUBSTRATE SHALL BE MIN. 3/16' THICK FY = 36 KSI. J4.rQ}''•GENSF.': YC9 No. 10. AL_ CONCRETE SUBSTRATE SHALL OC MIN. 2.500 PSI.*' 11. CONCRETE MASONRY SHAII. HE MINIMUM OF: B' WIDE• GRACE N. TYPE 11. LIGHT/MEDIUM/NORMAL WEIGHT CMU CONFOR MING TO ASTM C90. AND MIN. 1.50D 7 T OF f PSI GROUT-FILLEO. 12. LOWER CT HEAD, SILL• JAMBS. AND BLADES ARE W/O N '�1� //YI70NAInflIL E""pV" BOTH SQUARE ALIT AT BOTH ENDS. O THE BLADE SPACING IS 3/4' MAX. BLADESEND, ARE SECUREDWIN (2)ILL SCRANDEWS PER BLADE JAMTB IS SECUREOSILL TO THE WRH (2) SCREWS PER JAMB FNO. 13. THE LOWER. MANUFACTURER. DOES NOT DETERMINE THE RCbUR RBVI9D) STRUCTURAL INTEGRITY OF THE SUBSTRATE SIHUCTURE. A b�llel�MSN.09 14. INSTALLER TO PROVIDE SEPARATION OF DISSIMILAR MATERIALS AS REQUIRED. SEE FL BLDG CODE SECTION 2003.8.4 FOR DETAILS.