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HomeMy WebLinkAboutNOA.,1r. MIAMI DADS' UA)h[�� 6GANNED BY St. Lucie County MIAIVII-DADS COUNTY PRODUCT CONTROL SECTION I t805 SW 26 Swell Room 208 DEF.; RTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5.2599 NOTICE OIL ACCEPTANCE (NOA) v,viv.n,tn,attade gavlcemioaar Trulite. Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite I1200 Deerfield Beach, Fl, 33441 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 -Dada County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ]'his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Mimni 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 elect the requirements of the applicable building code. '['his product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "351 Series" Outswing Alnnnimum Entrance Door WrYo Transom —LMI APPROVAL DOCUMENT; Drawing No. AD-15-23, titled." 351,Series Alum'Outswing Door w/wo Traitsom-L.M. Impact", sheets I through 11 of 11, dated JUN 02, 2015, prepared, signed acid sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mianii-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Impact Limitations: L See applicable Door Design Pressure, anchors & hardware options in sheet I and water limitations in sheet 4 &5, 2. Sec applicable Door w/ Transom's Design Pressure (DP), anchors & hardware options in sheets Z. When transoin detail B/5 the ntax flame height allowed is 120" including Max. 24" Transom. The transom glazing adapter items ill? or 936 to be secured with H 12 SMS screws at 12" OC max, 3. Lower DP shall control, when doors w/wo transom is mulled to Storefront (under Separate approval), Full length Steel reinforcement is required, the tributary load, the mullion end anchors to be reviewed by Bldg. official, LABELING; Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state and 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 ntanufactu a 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 will' any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dada 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 _sltnll be available for inspection at thejob site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Islmq I. Cl]nnda, P.E. z NOANo.14-0225.02 iAru�,DuM y: Expiration Dale: Jmre04,2020 Approval Date: June04,'2015 \� f Page I 'I'rulite Glass & Alwninum Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD-15-23, titled "351 Series Alum Outswing Door m/wo Transom-L.M. Impact", sheets I through I 1 of 11, dated RUN 02, 2015, prepared, signed and scaled by Yiping Wang, RE. B. 'PESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an ouiswing aluminum entrance door w/wo Transoms, prepared by Fenestration Testing Lab, Test Report No(s), FTL 7458, dated 10/15/13, signed and scaled by Marlin D. Brinson, P.E. Notc: The above test reports have addendum letter dated April 09, 2014, issued by Fenestration Testing lab, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014, prepared by MCY Engineering, Inc., dated FEB 15, 2015 and last revised on 04128/15, signed and sealed by Yiping Wang, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc, for their "DuPont Sentry Glass ©", expiring on Ol/14/17 2. Technical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued to Teremco, Inc by Excel Polymers, LLC (Development Lab). F. STATEMENTS i. Statement letter of conformance to FBC 2014 (51" Edition) and no financial interest, prepared by MCY Engineering, Lie., dated NOV 19, 2014, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab compliance, part of above referenced test reports. G. OTIiER L Test Proposal R 12-1089 dated DEC 10, 2012, issued by PERA. I Ishaq 1, Chanda, P.E. Product Control Exwolner NOA No.14-0225.02 Expiration Date: June 04, 2020 Approval Date: Jonc 04, 2015 E-1 Yp1r �.,��•., �1 �N �yAt�IU,H _ cTrulite . t/GFEG7FRTTvmaRs,�. '1. w oFraun V \\ tA2N YADir FDLGBSER`^^_ NG35 0.Yf4R pPoti.B�S)S 06 P e1D0E Mitl%r. i "CiWf)1 \OLD. f WIIJ 4'$If i41S4-4ta 3S1 SERIES A g. ALUM OUTSWING `��� i \���`• DRY -GLAZED e 11 \\ P °. S G s' \ iaGPP.. DOORS a / ' \ W/OR WIO TRANSOM WOE MISSILE IMPACT) .OENaIm CNDa L c1 �i .oll. SN+CNPA N.+H nne�Rnw S -- INC. owl — ID .liMCY ENGINEERING, 1- cLnneuca+suaaur :� 8YN S1Y 0. /.ti5b A5T r".\ — iR' :•!{3 31 - ` M'AYLFL]]t6t L::✓Y1�pt ve Ltlor, '-' _ - .. o1<d�nawM, _ e�..^Lc.ur.-ice nvAieaP. ACLVRTEAOR ru+:IYIaA6i r[` Yi0 COY40tBY 1i0% WOOS MO INmc0,XLONty LIAt. DESIGN LOM �"� 1LSA D\ WILOGit DPTIIXiG 1 2 3 A 4 WI LOOK OPI ION S 1 2 D B 6�✓ POOR M-.#S• MAT. DOUBLE COCA (SEE SHEET % OUTSRING MR 72°R98- W. DOUBLE DOOR SFE SN_ET 3) n WI'iH 36g1 $-efl[ES FAA4E ♦ TO+ PSE RITM 50W SER)E6 tN i D' PBF Y+ITN LOON RPTIONS R. 2, ffA'd - 70 PSFPP-eNIN3 W[tH.GOEK CPT19K 1: 2 `A 6 a )O PGF 'A J.V .g - TP1GaLEKIERIORELEVATION T£EDMEiTi88FORYJATEa MTdKi TYP G,LE E0.0 .FIE AT 1 5FP 51L'EidASFOA TFRRATOJ3 O� �� SERIES 351 LARGE MISSILE IMPACT DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO • ANCHORING CA LOADING CONDITIONS NOT SHOWN IN COMPLY WITH THE REOUIREMENTS OF THE FLORIDA THESE DETAILS APE NOT PART OF THIS APPROVAL. BUILDING ME 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVNI). • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. LIMITATION;........ WHEH DOORS OR CODE WITH TRANSOM ARE MOLLEO TO STOREFRONT (UNDER SEPARATE APPROVAL) LONER DESIGN PRESSURE FROM DOOR, DOOR WITH TRANSOM OR STOREFRONT SHALL CONTROL FOR THE ENTIRE ASSEMBLY. �'`U r ,._4J . �iNA( Gpj[�1C �.\ Rya I iea,m • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT RECLINED. • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT DOME INTO CONTACT WITH OTHER DISSIUILAR MATERIALS SMALL MEET THE • APPLICABLE; MERE MEE59 PEPJIPENENTS ld BE REVIEWED BY BUILDING OFFICIAL. MULTIPLY BY 0.6, SHALL BE LESS THAN OR EGIIAL TO REQUIREMENTS OF 2014 FLORIDA BUILDING CODE M. DESIGN LOAD IN THE DOORAENT. FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON SHEET 4 6 S. • 1K GO EK WOOU BUCKS BY OTHERS, MUST BE ANCHORED SECTION AS APPL1.'CABLE. • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SNALL BE BEYOND \PALL DRESSING OR STUCCO. AqucinlmamM'b!+•RNIa FIgWBiaika Ur4' Ove' 4 ldiT NOAA xa •oL - A n'^,""a I 6Y Ir.. � , a INUMtdFPANN 'om ms N> PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO BE REVIEWcT BY BUILDIMu OFFICIAL. 1 OF 11 CPic OS-N Jy D.rs Ants-u 2 2015 74 IR'-N 1 FRAME WIDTH in4meAx. 3'MAK`TY . �.[DS'� HAD C40.NEHS C—IT, A n onEI-., CP?, ISEECHARrz) �.� . r " I�I III w i e lit': If F O H9� c i � 11 �= I. b I .°1 A]rY8 I I ,OATS{VITJG,SINGLE DOOR + IOS' PSF ELEVATION, — TYP. SI L I E s y { NAfL .28"M4k. 1 P ®. i 35•A!AK NAK t t { � � v / :; � WvoTN aenFwloTH )TOOOR OPENN6 { � ODTCtYING MR WITH TRANSOM CHORSAT • WIN POINT LOCK OPTION 4 CUM S TYPICAL EXTERIOR ELEVATION -E GRANT I CHART2 M. DESIGN LOAD NHMBEROFANCHORS WJ3 POINT LOCK OPTIONS 4 SEE SHEET 3) AT 0.M END { {\ � TO• P3F • TO PSF SHEET 4 5�S FOR WATER RAT1W u.5a: m6a.r A B b 5 B 3 b (SINGLE �Truli�e �yyev�¢xuNws• nEfF"%auW' � ORODILT: 361 SERIES ALUM OUTSWING DRY -GLAZED DOORS WI OR WiOTRANSOM jIARGENdbGILE IMPACT? -SEE SHEET 4 & 5 FOR WATER PAYING II MCYENGINEERING,I CINJNOCAHSUITAYT t + TO• PSF — T F •SEE SHEET 4 & 5 FOR WATER RATING DOOR OPTIONS R]1CNM1u DY IAMI:)1VN% ONW.MIi Ne: 2 OF 11 u )blo-u I 0 2 2015 611E• Ta UMINRnE CLA40 �1 1NIM4F59 iT TNFSpY. 18IUONX%.AT IRtMC1 GTO'RIPE' LAWLMED'-Cm (NMI UFTAH. MR LEAF SAC,11RACTI PLE MM AV At1MIRM SPACLP BY RLL YEIN. rNE PLRNEEFn LE .S:niRS 9i[gt: Thp EE D PLO RWR tiff 1RRoLocX PER rRursok CITE HINGES: REFER TO DETAILS@ © &@ ON SHEET 7 OF 11 HINGE. OPTION 1:02 H1: 4 1/2' BUTT HINGE (26298) 9 114' FAMM TOP 6 BOTTOM HINGE OPTIDY 2.31 N2: OFFSET CAST AWMINLVJ PIVOT HINGES TOP (21274) BOTTOM (21273) MIDSPAN (2456X) HINGE OPTION 3: 33 H3: CONTINUWS ALUMINUM CEO (60095) TYPICALANCHORS: SEE ELEV. FOR SPACING VTrutite TYPE A: 1/4' DIA. ULTRACON (Fu-177 ksi Fy-120 ksi) OR 1/4- DIA. TAP ON (Fu=120 ksi Fy-92 EEL) 'aa119O°'Y10.91' .w w THRU THY OR 2BY WOOD BUGKS ••><^••.I+=•:L REAu.E¢ 1-1/4' MIN. EMBED INTO CONC.@ HEAD/SILL LCA4 e3E raixwav uxrcE,sam dLr 1-MO MIN. EMBED INTO STRUCTURAL UCTUCONC.IMASCNRY @ JAM Ou:Rr,ac oFACR, n.vui mASE INTO 2X MOD BUCKS OR W000 HEAD AND JAMB a�xiLrwz•xeal 1 -i (2' MIN. [LADED P HEAD AND JPMB RRDpJCf: TYPE B! 1/4' DIA. LILTRACON (FU•177 ksi Fy=120 ksi) 351 SERIES OR 114- DIA. TAPOON (Fu=120 ksi Fy=92 ksi) ALUM OUTSWING • DIRECTLY INTO CONCRETE 1.114' MIN. EMBED @ HFAO(SILL DRY -GLAZED 1,114" MIN. EMBED INTO CONC./MASDNRY @ JAMB DOORS TYPE C: 1/4- TEK OR SELF GRILLING SCREWS(GRADE 5 FIC120ks1 FY-92ksi) �r>•PApNeYo' INTO METAL STRUCTURES (HEAD/JAMB) W!ORW/OTPANSONI tq STEEL : 11S' MIN. THICKNESS (Fy - 36 XSi MIN.) (LARGEMISMUEWPACT) ALUMINUM : 118' TK. MIN. (6053-TS MTH.) (STEEL IN CONTACT WITH ALUMINUMM TO BE PLATED OR PAINTED) MIN. EDGE DISTANCES INTO CONCRETE CONCRETE AND MASONRY = 2 1/2' ALzw44R. m:gIPF+yr1SW flw E 1� INTO MODSTRUCTURE _ ! 112' META INTO METAL STRUCTUREI- CONCRETE T'e = 3DODPSI MIN. N! ow L Lxc xEFn` 1 I Lh30NRY C-90 f'c 200D PSI MIN. � eXa- / MGV ENGINEERING! SEALANTS- GIMNGCEHSJLTPWI cwL.x lxwsd MA .RAfp ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREk9 AT SILL TO BE SEALED WITH a'.p CLEAR SEALANT. =.v"""r. LOCKS: c1wP,;•Y�.nt:'LX:y00.. LOCK OPTION I(ACTIVE/TNACTIVE PANEL): ANT 6000 CVR 'M50 POINT LOCKx*pLCA/�Sw�iEM: SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MWNT METALLIC m -.CEP INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR _ PTIOV �tiy02 KYE I CHI I 50-NATIC 160E CVR . `FALCON 'POINT ,OCKSSTEM WITH STRIKE PLATES AND A1IYATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR LOCK-0PTIDN 3(ACFIVE TINACi1+tE PANEL: VON DUPRIN 9947 CVR TWO 05OTT POINT LCCK' STELA 1Y1 N GTRIKE PLATES AND ACTIVATING _ SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE PP]Dlp ioMACI APP STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS18BO, M51881 CONCEALED TM POINT LOCK SYSTEM WITH VERTICAL ROD AND STRIKE PLATES. THUMB TURN ON THE INTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: AIMS RITE :T(AA4016 TOP RCD 6 M4016 BOTTOM ROD WITH STRIKE PLATE, CONCEALED THREE POINT LOCK SYSTEM WITH ILC0185 EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR AND THUMB TURN ON .THE INTERIOR :S AND METAL. STRUCTURES BY ppTNERS 10.RAM.y ^IRwX~ eRAmvc xz IMPOSED BY GLAZING SYSTEMS Ex-7•-, 3 OF 1 1 TO THE BUILDING STRUCTURE. % ems SEEM, A t? FAN E71 TYIGFt Nilill[A1�5Etl YID 6EE EIEVPTION FOR SPRC'. (SEc OHARi t ON SHFET!7 �)pppppHXyX�r..'.. 'nN/ppnp{ Nyy`rypFI� � n it �� m PFLLIYF a I WOEOPRON SEESHEET3FOR ACKOP CPf1pN3j 4 at' !LQVC:WSFAU.ATRIN ONLY Ume SHEeril FO4SFACWC jCM1a .(SEc 6HEETII EOGtl DSi Y BUMPER THRESHOLD (LIMT—(EO.WAr ESISTANCE) NOTE:, ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL INSTALL WERE WATER INFILTRATION IS LESS IRAN 5 PSF NOTT REOUIR O ORPOSITIVE LOAD F MEET NOTE PSF) #IROWHERE N RIGHTWATER INFILTRATION IS T W CAI ANCHOR[SEE SHEETS) J FOR GFMNG NSHi yf) cTrulite a4LS4twNYNF:VPlY6- n .4 r 11" ALUM OUTSWING DRY -GLAZED DOORS All OR W)O TRANSOM f IA4DE M:951LE IMPACn :Ap)mrdN^tCe PMI N.RM12NNCK !� s, G NDAF [1/.y Mien! ^"'�• MLY ENOVIEEAINO;M TREMCD'S EPW GASKETS USED IN THIS FENESTRATION PRODUCT ARE IN COMPLIANCE WITH ASTM STANDARD C084 NOTE OF: UNITS WHERE WATER INFILTRATION I5 REQUIRED MUST BE INSTALLED AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA AS PER ILLUSTRATION BELOW OR IN NON-FASITABLE ARM WHERE WATER INFILTRATION IS ACCEPTABLE. IT ISAPPLIED TO 4• NONMATER RATING SADDLE THREWDLD (DETAIL CIS). AND 4-(DETAIL I15) OR 5`(DETAIL H14) BUMPER THRESHOLD FOR WATER INFILTRATION REQUIRE HIGHER THAN 5 PSF (�33.3 PSF) EVEPIOR OH WT20—AM1Y lH LN:fiI l 7- vluxw xa 40P 91 2 70)5 FOR SPAVW 4'AOA SADDLE THRESHOLD (NON•lATER RATINS NDIE: ADA COMPLIANT TO BE REVIEWED BY 97UILONG OFFICIAL. INSTALL WHERE WATER INFILTRATION IS NOT REWIRED OR MEET NOTE 61 ON SHEET 4 OF 11. NOTE: ADA OOMPLIANT TO BE SEVZ ED BY BUILDING OFFICTAL. INSTALL WHERE ❑ IER tNFILTRATION IS LESS THU 5 PSF (POSITIVE LOAD L 33.3 PSF) OR WHERE WATER INFILTRATION 15 NOT REWIRED ON MEET NOTE P1 ON SHEET 4 OF 11. cTrulite OLW i4Y1nIN W'111nrs' 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W10R W/O TRANSOM (URGE MISSILE IMPACT) WAKVLDtW OWNGN 5OF11' ✓ �g � .\, J ..�