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t c�Cifl�VlV� MIAMI-DARE MUM-DADE COUNTY • st LUCIAN110PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Fov/economy Trulite Glass & Aluminum Solutions, LLC 8130 NW 741 Avenue F Medley, Fl. 33166 5 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 951 Series" Outswing Aluminum Entrance Door w/wo Transom —LMI APPROVAL DOCUMENT: Drawing No. AD15-23, titled "351 Series Alum Outswing Dry -Glazed Doors w/wo Transom (Large Missile Impact)", sheets 1 through 11 of 11, dated 03/24/15, prepared, signed and sealed by Yiping Wang, P.E., on 09/29/17, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Impact Limitations: 1. See applicable Door Design Pressure, anchors & hardware options in sheet 1 and water limitations in sheet 4 &5. 2. See applicable Door w/ Transom's Design Pressure (DP), anchors & hardware options in sheets 2. When transom detail B/5 (Limited Option) is used, the max frame height allowed is 120" including Max. 24" Transom. The transom glazing adapter items #17 or #36 to be secured with # 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 shall 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 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 maybe 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 I hall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0225.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1017.13 tZ Ji Expiration Date: June 04, 2020 ju 117 Approval Date: December 28, 2017 Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNER PREVIOUS NOA'Sr=-- ' A. DRAWINGS -� FIV 1. Manufacturer's die drawings and sections. 2. Drawing No. AD-15-23, titled "351 Series Alum Outswing Door w/wo Transom-L.M. I Impact", sheets 1 through 11 of 11, dated 7UN 02, 2015, prepared, signed and sealed by Yiping Wang, P.E. B. TESTS 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 outswing aluminum entrance door w/wo Transoms, prepared by Fenestration Testing Lab, Test Report No(s). FTL 7458, dated 10/15/13, signed and sealed by Marlin D. Brinson, P.E. Note: 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 04/28/15, 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 01/14/17 2. Technical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued to Teremco, Inc by Excel Polymers, LLC (Development Lab). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition) and no financial interest, prepared by MCY Engineering, Inc., dated NOV 19, 2014, signed and sealed by Yiping Wang, P.E. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-1017.13 Expiration Date: June 04, 2020 Approval Date: December 28, 2017 E-1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continued) 2. Statement letter of Lab compliance, part of above referenced test reports. G. OTHER 1. Test Proposal # 12-1089 dated DEC 10, 2012, issued by PERA. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD-1523, titled "351 Series Alum Outswing Dry -Glazed Doors w/wo Transom (Large Missile Impact)", sheets 1 through 11 of 11, dated 03/24/15, prepared, signed and sealed by Yiping Wang, P.E. on 09/29/17. 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. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61b Edition (2017), and no financial interest, prepared by MCY Engineering, Inc., dated 09/29/17, signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA #14-0225.02, expiring on 06/04/20. Jorge M. Plasencia, P.E. oduct Control Unit Supervisor NOA No. 17-1017.13 Expiration Date: June 04, 2020 Approval Date: December 28, 2017 E-2 mw® CLUSTER OF 5 ANCHORS AT SILL, DESIGN LOAD INTO CCNC. ONLY W/LOCK OPTIONS 1, 2,3 & 4 OUTSWING DOOR 72'x96' MAX. DOUBLE DOOR (SEE SHEET 31 WITH 3000 SERIES FRAME ♦ 70• PSF ,• OPENING WITH LOCK OPTIONS 1, 2. 3 & 4 •. 70 PSF TYPICAL EXTERIOR ELEVATION 'SEE SHEET 4& 5 FOR WATER RATING SERIES 351 LARGE MISSILE IMPACT DOOR • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO • ANCHORING OR LOADING CONDITIONS NOT SH01VN IN COMPLY WITH THE REQUIREMENTS OF THE FLORIDA THESE DETAILS ARE NOT PART OF THIS APPROVAL. BUILDING CODE 2017 6TH EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT REQUIRED. MATERIALS INCLUDING BUT NOT LIMITED TO ' STEEUMETAL SCREWS, THAT COME INTO CONTACT WITH • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, OTHER DISSIMILAR 'MATERIALS SHALL MEET THE MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO REQUIREMENTS OF 2C17 FLORIDA BUILDING CODE MAX. DESIGN LOAD IN THE DOCUMENT. SECTION AS APPLICABLE. • FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON • ANCHORS SHALL BE AS LISTED, SPACED AS SHORN ON SHEET 4 & 5. DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL . SHALL BE BEYOND WALL DRESSING OR STUCCO. • 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL. I I TP MAX oTrulite FRAME WIDTH 211 Z. 7Z'MAX. 21 mAS3eAWSUwxsoumoNs pl�lA� .eWite.mm DOOR OPENING 36' MAX. 36' MAX A CLUSTER OF ANCHORS LEAF WIDTH LEAF WIDTH t 600 FAIRWAY DRIVE, Suite 200 26' MAX 26' MAX. DEERFIE D BEACH, FL 33441 i D.L.O. p. 600i12dt32 its5a7z4-zoa; c _ 4 — PRODUCT, 351SERIES ALUM OUTSWING DRY -GLAZED 6 DOORS oPP. W/ OR W10 TRANSOM \ ( LARGE MISSILE IMPACT) H G1 II G1 REM OATE/RQMRKS ANCHOR nON ENGWEM MFL WDENOTES MCY ENGINEERING, INCIZIGLAZING CONSULTANT6601SW124 Ae.Sm.205A MIAMI. 33183 ._ 1 Jf4• . \ iucrYnprgsmaq.nna R,' TYP. SILL .•\�' :. "AtCY6ryKd°1,gmn �� 1C�2.`: ^•• ••'`t �� �' A CLUSTER OF 5 . ANCHORS AT SILL INTO CONC. ONLY ` MAX. DESIGN LOAD TIDING WING' P.E.l FLORIPA REGISTRATgif NO 5gEc$SS907, OUTSWING DOOR 72'x96' MAX. DOUBLE DOOR W/LOCK OPTIONS 1,2,3 8 4 (SEE SHEET 3) _ SEP•�3; ? IYIin 5000 SERIES FRAME r 70• PSF OPENING WITH LOCK OPTION 1, 2. 3 & 4 _ 70 PSF -_ ��• ZIA, TYPICAL EXTERIOR ELEVATION 'SEE SHEET 4&5FOR WATER RATING • LIMITATION: WHEN DOORS OR DOOR WITH TRANSOM ARE VULLED TO STOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGN PRODUCT CONTROL APPROVAL PRESSURE FROM DOOR, DOOR WITH TRANSOM OR . STOREFRONT SHALL CONTROL FOR THE ENTIRE ASSEMBLY. PRODUCT REVISED • WHERE APPLICABLE: as complying with the Florida EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING Building Code 17-1017.13 OFFICIAL. NOA-No. ' Expiration Do 6104/2020 By M4ami0171,,oduct Control DRAWN. FRAM( I DRAWING No: DATE: 03-24-1 1 OF 11 74 12' MAX FRAME WIDTH 7012' MAX. D.L.O. 3' MAX TYP. 2222' MA—X. HEAD CORNERS O � t x o i °za z m R. ACLUSTER OF ANCHORS a N A O 7 DPP. 7 1m,1 a (SEE CHART 2) N I I S SEELI EETS I o 11 6 O P e / 6 II C ° $ o II I a II / IIaw`O O H3 x NAG7NE 6 it I I / 6 Ac1JVE I' m ! i i ° II \ a ' NA%. DESIGN LOAD MAX. DESIGN LC - 70 PSF ENGINEER OUTSWING SINGLE DOOR + 70• PSF OUTSWING SINGLE DOOR WITH TRANSOM M ELEVATION — 70 F ELEVATION -SEE SHEET 4.& 5 FOR WATER RATING 11.-� MCY ENGINEERING, INC. u� ==f =-1 II' II Ir-- Tru I ite Gt !A1J1KMJY6DtJJN0123- htgrJAwrv.tr�le.mm Boo FAIRWAY ORIVE, SYII° 200 DMIRELD BEACH, FL33441 A WO-O d132 I I.954.720.20W PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W10 TRANSOM ( LARGE MISSILE IMPACT) 3' MAX TYP. SILL CORNERS TYP. Ell L CL STER OF ,} IN RSATSILL O ONC. ONLY 1 i II Q x 26' MAX 26' MAX. D.L.O. 36' MAX D.L.O. MAX LEAF WIDTH 36' LEAFWIDTH\ 72'DOOR OPENING 1 \ 41 11 OUTSWING DOOR WITH TRANSOM W/3 POINT LOCK OPTION 4 CHORS TRANSOM AT NO, 11 TYPICAL EXTERIOR ELEVATION SEE CHART2 CHART ! \ I I MAX. DESIGN LOAD 2 NUMBER OF ANCHORS P m m i, \ i I `st_- ms. W/3 POINT LOCK OPTIONS 4 AT TRANSOM END (SEE SHEET 3) + 70' PSF - 70 PSF `SEE SHEET 4 g 5 FOR WATER RATING N1CAR TYt4 A.M. DF 1/l J1[Y ANG DRS D79' SfSY A 5 5 8 5 5 C 3 6 x+Yu >o �mrwc 1w. s (Fr=EtWrts ON SNB=T 6J / ©• \ I I 1 G7 [ / / TM.S IFAF" D tFX Wi'?D003 �= MO � GLAZING CONSULTANT 6501 SW 124 Ave. S® 205A M WAI, FL 33183 1 `Y c � _ _ —II P: 306-2714117 &iud NCYFrq'crtnM1p®e9.JH IL w..�ecYim mop. II ndD)c wANG, P.E — — — — �- `� ,'FLOPoDA RF' iBN Pt — — �I sloELrrE, MuwoN REINANo 8se N 6n _ - 5EG�2"'�e2017 A 11 ORCEMEENT II SEPARATE NOA. II WHEN DOORS OR DOOR WITH TRANSOM AREprII MULLED TO STORETRONi(UNDER SEPARATE APPROVAL) LOWER DESIGN PRESSURE FROM DOOR, PRODUCT CONTROL APPROVAL; II DOOR WITH TRANSOM OR STOREFRONT SHALL CONTROL FOR THE ENTIRE II ASSEMBLY. PRODUCT REVISED II as complying with the Florida Building Code �7•� 017.'13 NOA-No. _� _FF F_xpimuon Dates 06/04/2020 By Mia Dal roauet Control IAAJt. DESIGN WAD + 70' PSF 70 PSF l' I I I ( OUTSWING DOOR WITH OR VJ/0 TRANSOM -SEE SHEET 4 & 5 \31(2'37 rz'ai/e yr— 3 SIDELITES(UNDER SEPARATE NOA) FOR WATER RATING DM- 0-24� �M� N°` DATE 03-24-,5 2 OF 11 (SINGLE DOOR ALSO APPLIES) DOOR OPTIONS M: AD15-23 . tie HS. GLASS D OW INTERLAYER SENTRYGLAS /16' BY DUPONT W' H.S. GLASS 0.090' INTE.RLAYER. 1/4'HS.GLASS SENTRYCLAS .. 2s BY DUPONT PS w 1^'HS. GLASS %n1 9/18' TOTAL LAMINATED GLASS THICKNESS AT TRANSOM 'C� SCREWS 1 \ o HAMS 1Q' 1d'o.c.1YP. � 99116' LAMINATED GLASS GLAZING DETAIL DOOR LEAF (ACTIINACT) BUYER SENTRYGLAS r ASS NOTE: ACE OLIZINO COMPLIES WITH AS. E1300.09. GLlS3 Sr SPACER: )4' AIR SPACE WITH AN ALUMINUM SERIES LPXC SPACER BY ALL METAL INC. AROUNO•THE PERIMETER OF GLASS, PRIMARY SEALANT: PIB - POLYISOBUTYLENE 4.20 SCREWS SECONDARY SEALANT: SILICONE SEALANT R' PI4MS S Im 100 18'O.C.TYP.' GETTING BLCCK: TWO BLOCK PER DOOR LITE THREE BLOCK PER TRANSOM MITE G 1 5/16' TOTAL INSULATED LAMINATED GLASS THICKENSS AT TRANSOM HINGES: REFER TO DETAILS H7 H2 & H3 ON SHEET 7 OF 11 HINGE OPTION 1:32 H1: 4 1/2' BUTT HINGE (26298) 9 1/4- FROM TOP & BOTTOM HINGE OPTION 2:31 H2: OFFSET CAST ALUMINUM PIVOT HINGES TOP (21274) BOTTOM (21273) MIDSPAN (2456x) HINGE OPTION 3:33 H3: CONTINUOUS ALUMINUM GEAR (60095) TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE A: -1/4' DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) OR 1/4- DIA. TAPCON (FU=120 kSi Fy=92 ksi) • THRU 1BY OR 2BY WOOD BUCKS 1-1/4' MIN. EMBED INTO CONC.@ HEAD/SILL 1-1/4' MIN. EMBED INTO CONC./MASONRY @ JAME • INTO 2X WOOD BUCKS OR WOOD STRUCTURAL 1-1/2" MIN. EMBED @ HEAD AND JAMB, TYPE B: 1/4' DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) • OR 1/4' DIA. TAPCON (FU=120 ksi Fy=92 ksi) • DIRECTLY INTO CONCRETE 1-114" MIN. EMBED @ HEAD/SILL 1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMI 'TF{tOM END' C: 1/4" TEK OR SELF DRILLING SCREWS(GRADE 5 FU=12OkSi FY=92ksi) • INTO METAL STRUCTURES (HEAD/JAMB) el>. STEEL : 1/8' MIN. THICKNESS (Fy = 36 ksi MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 1/2' INTO WOOD STRUCTURE = 1 1/2" INTO METAL STRUCTURE = I. CONCRETE f'c = 3000 PSI MIN. MASONRY C-90 f'c = 2000 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH CLEAR SEALANT. LOCKS: LOCK OPTION T(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO POINT LOCK ; SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON DDOR-O-MATIC 1690 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR LOCK OPTION S(ACTIVE/INACTIVE PANEL): VON DUPRIN 9947 CVR TWO POINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, M51881 CONCEALED TWO POINT LOCK SYSTEM WITH VERTICAL ROD AND STRIKE PLATES. THUMB TURN ON THE INTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: ADAMS RITE W/AR4016 TOP ROD & AR4015 BOTTOM ROD WITH STRIKE PLATE, CONCEALED THREE POINT LOCK SYSTEM WITH ILCO185 EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR AND THUMB -TURN ON THE INTERIOR 1X OR 2X WOOD BUCKS AND METAL STRUCTURES BY OTHERS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEMS AND TRANSFER THEM TO THE BUILDING STRUCTURE. ill 1-4sTrulite OW'l6AWICM1Y5dUROHS htkdAvw &uV..mm 600 FAIRWAY DRIVE. SL'f.• 200 DEERFIELD BEACH, FL 33441 P Bt6a32a132 I L 454724.2M PRODUCT 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS VVI OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ava Ste. 205A MIAMI, FL 33183 P.305.271-0117 F MCYzvr—ip®a0ne[ wwwlnGYE"ntilAYgmm '-:.HE�RPGc 4 PC-- FLORIDA REGISTRATION_ •,o - OL-9B3,, SE,"9I817 '//!i/I1111it�V� PRODUCT CONTROL APPROVAL - PRODUCT REVISED as comp ing with the Florida BMliding ode NOA-No. 17-1017.13 F.plration DmItSOVID412M By MIa bo roduct Contro DRAMtFRWLK DRAWMG Nc: `.ATE 03_24-15 3 OF 11 12' PAIN. SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) TYPICAL ANCHOR(SEE SHEET 3) MIN. EDGE DISTANCE SEE ELEVAT10N FOR 'W 1 (SEE CHART 1 ON SHEET 1) ON SHEET 1) 1X OR BUCK W �j �NCREIE. ' •'. .. m$$ •e : D STRUCTURE Q fc� pd IAN,' 41"•. ' 10 • W 1 G � 19 tl. e SEE STRIKE DETA LS ev 4, e ON SHE 11 I I _ 11T MIN. ENGAGEM 4 I I 1a I 1 P. p O ia I I a o w cAa Lo L1 t0 F �c p II z AGAI i => . UJ LL, i6 I 15 -VICE OPTION (SEE SHEET 3 FOR LOCKUP OPTIONS) -m °a v LSEE RIKE D AIL ETiz I IEMEe H 4 DCNCRETE e - r� .�000 pd 1IN . .CGNC. INSTALLATION ONLY w PEE ELEVATIONS FOR SPACING r (SEE SHEET I) EDGE OISTA CE 5" BUMPER THRESHOLD (LIMITED WATER RESISTANCE) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL TRSTALL WHERE'WATER INFILTRATION IS LESS THAN 5 PSF (POSITIVE LOAD s 33.3 PSF) OR WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE #1 ON RIGHT. TREMCO'S EPDM GASKETS USED IN THIS FENESTRATION PRODUCT ARE IN COMPLIANCE WITH ASTM STANDARD C864 NOTE #I: UNITS WHERE WATER INFILTRATION IS REQUIRED MUST BE INSTALLED AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA AS PER ILLUSTRATION BELOW OR IN NON -HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. IT IS APPLIED TO 4' NON -WATER RATING SADDLE THRESHOLD (DETAIL C/5). AND 4'(DETAIL I/5) OR 5' (DETAIL H/4) BUMPER THRESHOLD FOR WATER INFILTRATION REQUIRE HIGHER THAN 5 PSF (s33.3 PSF) �OVEPIWJG LENGTH . OH RATIO= OVERHANG LENGTH 1 m 52� OVERHANG HEIGHT i EXTERIOR ,rTrulite OlLS96 LLUV.NUtI SDLUIgNS'• htlplt—truil emm 800 FAIRWAY DRIVE, Suf%200 DEERFIELD BEACH, FL 33441 p. 80.132-8132I E 954724-2083 PRODUCT: 351 SERIES ALUM OUTSMNG DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENCINMR: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P. 306271-0117 RD \• .w.u' ' tesu� �'• CEt°�^'LF' �� ``//()illfVi4 PRODUCT CONTROL APPROVAL - PRO DUCT REVISED Bs complying with tho Florida uilding Cod. Non-N.. 17-1017.13 EXPiratbn Date 10412020 sy _ Mlam Dad roducl Gontlol DRAWN: FRANK I DRAWLNG No: 'ATE C3-24-1 4 OF 11 TYPICAL ANCHOR (SEE SHEET 3) 1x WOOD SEE ELEVATION FOR SPACING (SEE SHEET 2) e(i) ei B SEE STFUICE 4 ON: 10 MIN. ENGA STAN( TYPICALANCHOR(SEE SHEET 3) —BEE ELEVATION FOR SPACING (SEE SHEET2) e: ff e OPDON 5 Y1 SEE STRIKE DETAILS ON SHEET 11 1(C MIN. ENGAGEMENT =D o w i eOPTION u1 ga1 r' ¢ a ii e`v�POYoc:.c b P IC DEVICE OPTION w 4 I I I PAdl IC DEVICE OPTION O p �OJ IITV' �Qp s BEE STRIKE DETAILS :s ON SHEET 11 1 T MIN. ENGAGEMENT I I I I TYR z II II zt z o Mu 'AI S SEE STRIKER ON SH A, E 1 Tn gsg c 11 IE I I/T IAN. ENOAO E TEl „y I 7 I c 'rc:w4o c rc=�apon'?wu im �...�-. .* SNCONE BEAD pe11ktK ' "� w .CONC. INSTALLATION ONLY ' - - `� CONC. INSTALLATIONONLY • SEE ELEVATIONS FOR SPACING uFi -SEE ELEVATIONS FOR SPACING EDGE DISTANCE EDGE DISTANCE 4-ADA SADDLE THRESHOLD 4" BUMPER THRESHOLD (NON -WATER RATING) (LIMITED WATER RESISTANCE) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING ' NOTE: ADA COMPLIANT TO BE REVIEWED BY OFFICIAL. INSTALL WHERE WATER INFILTRATION IS LESS BUILDING OFFICIAL. INSTALL WHERE WATER THAN 5 PSF (POSITIVE LOAD -< 33.3 PSF) OR WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE INFILTRATION IS NOT REQUIRED OR MEET NOTE 91 ON SHEET #1 ON SHEET 4 OF 11. 4 OF 11. -,%,Trulite ausaAwuruer soumoNs� ]B 3l Y] hl¢lArww.Wptn.cam, xx 800 FAIRWAY DRIVE, Sede 200 #12-24 X 3l4' SMS AT 4' DEERFIELD BEACH, FL 33441 FROM ENDS, 120.C. P800.412A1]21 La 72t-me] PRODUCT: m 4 351 SERIES ALUM OUTSWING eUMITEO OPTION 5 DRY -GLAZED DOORS THAN OF EQUAL TO 120' ONLY W/ OR W/0 TRANSOM JUSEDFORFRAMEHFJGHTLESS TRANN< THREEESSEETTING HEIGHTMAY (LARGE MISSILE IMPACT) e ATTRANSOM - I I o REVN D 1T 1 EYARKS I ,] LIMITED OPTIONAL I I TRANSOM ADAPTOR ENcwFtR: r; 7 'I. MCY ENGINEERING, INC. LLI GLAZING CONSULTANT x5 BSMI SW 124 A— Sts. 205A px MIAMI, FL 331B3 #12-24 X 3fV SUB AT 4' P:305-Z71-0117 FROM ENDS, IT O.C. Fvm¢LL�•.Boyo:M]Qen .a �� '`GEN`p•'�a' �j ° to 1�IPING WA'VG, P.E. 1 1 FLORI �t CSR7AT{ON N1yF��geS�s ', - • / • ,a : k SEf eLIMfIED rJ OPTION _ p192[Y7iJ 3B USED FOR FRAME HEIGHT LESS THAN OF EQUALONLY HEIGHT - 24"S �ATTRANSOM �p,t� -.' •• - \ -i/' J�' a THREE SETTING OLOCKTRANSOM xc rr;. " 0 w PRODUCT CONTROL APPROVAL: ,] I PRODUCT REVISED • as complying with the Florida Building Code ' NOA-No. 17-1017.13 Expiation Batc 04/2020 By Mia roduct Control CRAWN:FRANK DRAWING N. DATE 03-24''S 5 OF 11 DWG: AD15-23 - s LOCK OPTION 2 (SEE SHEET 3) INACTIVE EXTERIOR e ACTIVE 6 LOCK OPTION 4 (SEE SHEET 31 r a �- �- I � IB. iWI t M 4-FH.SOS 41/B' I FROM END P_ 12' O.C. TYP. INACTWE EXTERIOR ACTIVE es LOCK OPTION 3 (SEE SHEET 3) NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/8). 2- REINFORCED STOREFRONT ANTI END ANCHORS REFER TO SEPARATE NOA, TO BE REVIUMD BY BUILDING OFFICIAL. -dr-Trullte ease t A1Aaloa>v 5aunoNs- hBpVfriww.trutib.mn 33 800 FAIRWAY DRIVE. Sute 2DO DEERFIELD BEACH, FL 33"1 p ®]W32A1321 L E5172420M PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM (LARGE MISSILE IMPACT) ENOtNEM M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. St:. 205A MU1M1, FL 33183 P: 305-271-0117 SEP 29 2017 t J PRODUCT CONTROL APPROVAL: PRODUCT REVISED as complying with the Florlda Building Code NOA- Na. 17-1017.13 E.plratlon Data QB/ 412020 By Mi ado oduct Control DRAWN:FPANX DRAWING No: ATE 03-2.4-1 6 OF 11 IWG: ADIS-23 F L --7-' 7k COPY TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) U 0 W `� 28 0 7 0' EXTERIO 11/4' 7/8' w (0 -- w F 21/8" 1 D.L.O. AX (SEE CHART 2 FOR TRANSOM END ANCHORS). Ix WOOD BUCK TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) (SEE CHART 2 FOR .TRANSOM END ANCHORS) ( #12-24 BY);' PH. hiS. 4'FROM END AND I I" O.C. TYR T G1 TRANSOM OPTION < a" .o 7 TRANSOM OPTION w r 11f4 7/8' 28 27 EXTERIOR 37 o tOi /9" 2 B- D.L.O. #12-24 BY 314 MS. a^FROM END AND 11' O.C. TYP. .. .: .c • _. A (SEE CHART 2 FOR TRANSOM END ANCHORS) NOTE 1- THE THE DOOR OR DOOR WITH TRANSOM WILL QUALITY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL 218� 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. 3-SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. NOTE HINGES SHOWN ARE IMAGE ONLY. (I oTrulite cuLssiWl6Uaa16aLUTdB- 912 FA MADHW E T 1 SCREWS TOTAL ( OF4 PER SIDE 1 1 \ 1AWX 1W THN. S' LONG 32\\ EXT.�i AION1UM.T61IN01/8•.PLATE AT HINGE LOCATION'S H1 HINGE OPTION 1: 126298) 4i/2" STEEL BUTT HINGE (SEE SHEET 3 FOR LOCATION) HINGE OPTION 2 TOP (21274) BOTTOM (21273) H2 OFFSETPIVOT HINGE MIDSPAN(2458x) (SEE SHEET FOR LOCATION) r _ 10 I #12-24 FH MACHINE SCREWS @8' O.C. \ EXT.,/ 33 H3 HINGE OPTION 3:.(6009X) CONCEALED ALUM. CONTINUOUS GEARED HINGE (SEE SHEEZ 3 FOR LOCATION) h8pfh1—.ho0i` 800 FAIRWAY DRIVE,""" 200 DEERFIELD BEACH, FL 33441 p. SCOi32A102I L 964-724,20 3 PROGUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR WIO TRANSOM ( LARGE MISSILE IMPACT) 04GINEER: M JF MCY ENGINEERING, INC. GLAZING CONSULTANT 6501 SW 124 A— St. 20SA N!"I, FL33183 P: 305271.01 W Emet e"Y>;'0x 40— wmen�c*e'oHRmven �. OM1'• IRAMON�i PE d5598.3 `. "C.AN. 125677 SEP 2 9 2017 Al- h L. PRODUCT CONTROL APPROVAL PRODUCT REVISED as complying with the Flodda Building Cod' NoA-No. 17-1017.13 Fxp(rotlon Da!e-_De jq412020 By Mla a8 —duct Control DRAVM:FRNK I DRA4MNG No: 'ATE: "3-24-15 7 OF 11 W :DET SHIM 112' 31- MAX. IN. EDGE DISTANC TYPICAL ANCHOR (SEE SHEET 3) S M ODf,_(SEESHEET SEE ELEVATION FOR SPACING •: 114r MIN. C a . • • ; �.. 2) =: c=•000•- M •��'•• TYPICAL ANCHOR (SEE SHEET 3) y SEE ELEVATION FOR SPACING 3 (SEE CHART 1, SHEET 1)- MI . ' � zD EP 8 21 uJ + U v ' M O Of ¢ O d Z Q t cn oS O i')i Z n.z p G w o .OV 1 O W W 8 TYPICAL ANCHOR(^"'•"'•'-_' SEE ELEVATION 1 (SEE CHAR NOTE I - THE DOOR OR DOOR WITH TRANSOM WILL OUALIIY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL EI8). 2-REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA TO BE REVIEWED BY BUILDING OFFICIAL 3- SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. (SEE ELEVATIONS) r s • - 16 THREADED ROD EXTERIOR T EXTERIOR -t-Trulite a..n •AlLp91W 60LVDOtS' M¢YArww.Irulite.mm 600 FAIRWAY DRIVE. Sul' 200 DEBRRELD BEACH, FL 33411 P Y-0ON2d132I r. 850.T24.2083 PROCUan LBAR 351 SERIES y=36K" ALUM OUTSWING DRY -GLAZED DOORS WI OR WIO TRANSOM' ( LARGE MISSILE IMPACT) ' I 3 5/8' 1i�j5' �2t A BHOWELR M EXTERIOR r 22�ZREFERTO SEPARATE PRODUCT APPROVAL FOR MCY ENGINEERING, INC. STOREFRONT SYSTEM GLAZING CONSULTANT E REINFORCED DOORJAMB WITH 8501 SW 124 Ave. Ste. 2CSA 8 SMELITE(UNDER SEPARATE APPROVAL) MIAMI. FL 33183 P: 3DS-271-011177 NOTE: t my �.,'•�- •`¢nu on FND LOAD, ANCHORS TO BE REVIEWED BY AFIJ mn _,.,_ •�� , � ,. eZPLJCABL5 TO SINGLE D DOUBLE DOORS SEP 2 9 2017 �'i• TATE OF :•: �1�1 NI1A1I PRODUCE CONTROL APPROVAL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1017.13 Expiration Vat 6104/2020 By MI rocfuct Control DRAWN:FRW I DRAVANG Na: LATE 03-24-15 8 OF 11 WlG: AD15-23 N F LE CCPdY D. 1 r�OOCOTUBE(11N•1(a . s t2) �re 9,25 . $ tl r.5°9 /:1_SYS 30ro3AMBMENBER B°61-18 v TRANsoMBAwrRatsa+xEwEw�AMe .sn B 9.125 pi (-1 JYSBHIOJAMB MPMRER tSB.FTS B� o.5e3 Lu nOt?TOPFAR zd115 wssTs D.108 5 BOrtON �283Ba g g I.759 D.01p (,�DPLIONAL DOOR STOP *--Trulite O AALL5D6D1SOL,111Ct6' httPlAo-Ar Ols.cam ew FAIRWAY DRIVE.smm zoo OEERFlELD BEACH, FL 33441 p �64 M321 L 95a-T24=53 ,.Bec RAIL PRODUCT: 351 SERIES ALUM OUTSiNING DRY 9aso u DpoRxE�su,rANte '�' TR/WsoMBARRMNsoMIffJ,DEwIAMB °oe3-Te v awls ec�sts O.11s A 3.6B2 �LEV HNGES LE 26%6 BDSSTS 5.125 J.ese ' /1 M�ETiN09TlE-ACTrvE L%zane 6U4i5 . 8,991 3.886 /,1 MEEfWG 6TflE-INACTNE LJ 293T1 Fi01Bd5 o.mt f.sTo (1 Ag1RAGAL MTE 2ATf6 D:1Y16 (� ALUMNUMP &pppRHEAD/samjwB 2'6°0 6.0°0 _ 6MYTs6 1 tfe'ILNG a°.MYTlK COORSICP aIP wn,ox,mP �. rrRa+Ezns !.-1 DOOR 9TOP CUP-Ilm-t ON3 -GLAZED DOORS W/ OR WIO TRANSOM ( LARGE MISSILE IMPACT) REM DATE/REMARKS FNcwtFie M MCY ENGINEERING, INC. GLAZING CONSULTANT _ eE �! H6T B.tL9 0.560 a.tW NONINATER RAZED a-SP2101E711RERNOLO a6290l AGNZI 1p6}M I °'i -i 5.889 o.125 � � e� a.O9J GYRED WATER RATING a•BUNPFF THR6HOlD t3 10821D�9ApA,935) 6051i6 6.59i 9.tiO0 1.T50 - N 1 1 E°61T5 _ O.t°O _ 1.25° _ O 3 3 1.135 0.981 B RIO ODOR R ` 26032 (OBHs e501 sw 124 ave. sm. 205A MIAMI, FL 33183 21 EmeR�{ ��agaxe f nm W.T+kY6�eD. t'�f" UMRED WATII3 nATNG 12 SBUMPER THREJNOLD 1005q 6O,zT5 srAUP�+-.�1y ''A `,,,, {`�E µ• v.- (/fyj �i 'V Y6'(N6 W/WG, g FLOW REGISIiL1TK)N F �-�a PE BBsS'J�F 1, ,; CAN. 266T% - 15 26Ri1 6951.T5 0.126 u GR sneN�� O.BN o.oG1 /,\ GIAZBiGA0APi0R Joos evTs o.55t ^ SYSJ0905f9JJ3M GLIP swc suTs o.sx o.eao 5.970 rL8YS31m8HEMCLIP_ _ ��,0, m634S °.ere 5.9c3 o.Tm - (1 SYSJ,00 GlASSAMPTCR o. ° 9.5m o.6w 1.]80 GIA7diG ADAPTOR 3+09 MIS SEP 2:3017 1 '`: .; ! .•• G t� dp, CIGARS pgooucr coNrna_ Apegaw PRODUCT REVISED Ds complying with the Fiotida �% 3taT sots ' 9.1m S 8.T58 1.999 �LGWJNGAOPPTOR - 3603 ,M,45 0.635 V DCOR BOTTOMSWEEPASSEMLY 25it11 °• ° 5.119 II MING GAKET 0.136 0.�1 1 RGt o.t O.8/i 0.09t 2.250 (1 fYAlJNGADAAPTWPOR15N6'GLBS_ 5 °-o{,t �C7+Ja==``1� (>ALUN. NSUI,T SPACER 1112 BK}T5 Bugding Codc NOA-No. 17-1017.13 Ettplrotlon Date 06/04/2020 BY M, roduct Control DRAWN -FRANK DRA'NING No: MCI RG16 31W _T5 DWC: PD,S-2J F LE- COPY F LE COPY *- (2) 8-3/4(IG) SELF TAP SCREWS (TOP AND BOTTOM) N10-24 BY 3/8' MOUNTING SCREW -7 1�s4 11116' THROW zii BOLTS 0 0 Bolt Guide 4DAMS RITE TOP/BOTTOM STF LOCK OPTION 4 STRIKES (AHT 8000) LOCK OPTION 1 • ScewPkg 900285 a (2)Ji10-24 BY1/2' .0 FH,MS. '1 385AShike(Bottom) 304L.Stn'ko(Bottom) 338 Strike (Tap) Standard Standard Parde or Fire Pant. or Fire Panic or Fire Exit Hardware Exk Harrlxaro Exit Hadware FRAME STRIKES (VONDUPRIN 9947) saaw LOCK OPTION 3 984191-M 283 Sb*o(Top) Wood Frame (2)12.24 BY 3/4' FLAT HEAD MACHINE SCREWS. tHEAD 2)114-20 BY 1 1/2' PAN MACHINE SCREWS. 3/8'-16 STEEL �•� THREADED TRUSS -ROD '.i• WITH 3/8' DIA. NUT I -(2)12-24 BY 3/4° FLAT HEAD MACHINE SCREWS. (2)114-20 BY 1 1/2' PAN HEAD MACHINE SCREWS. (2)10-24 BY 112' FLAT HEAD MACHINE SCREWS. Ie � Trulite Gl. ` 6ALURO HGULm http-JA— t,.r.— Soo FAIRWAY DRIVE, Su Ba 200 DEERFIELD BEACH, FL 33441 p. 600432-8132 1L 996724-M PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM (LARGE MISSILE IMPACT) ENGINEER M MCY ENGINEERING, INC. GLAZINGCONSULTANT 8501 SW 124 Ave. St. 205A MIAMI, FL 33183 P: 305-271-0117 F a:MCY.6gYmeb96.- wa}aACYFng5ca4p.can 3/8'-16 STEEL STAMP: 1lllll(!// WITHA3/8 DEDTDIARUSS NUT PRODUCT CONTROL XOPROVAL I i I PRODUCT REVISED p Codowlth the Floridallon-No. eu0domln 17-1017.13 Expiration Date 06l04/2020 DOOR PANEL CORNER CONNECTION B Y - �__ Mia DIWW:FRA,NK I DRAW= No: DATE 03-24-15 [I OF 1 1 DWG ADIS-23 MIAMI-DADE ����9P�PP�OQfl� MIAMI—DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streei, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 F 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 -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `3300 Resistor Impact Wall Unitized" Aluminum Storefront/Window Wall System -LAU APPROVAL DOCUMENT: Drawing No. AD14-03, titled "Resistor 3300 Storefront Wall (Large and Small Missile Impact)", sheets I through 13 of 13, dated 09/29/14, with revision #2 dated 09/27/17, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-1124.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. NOA No. 17-1017.12 MIAMFDADE COUNTY Expiration Date: July 23, 2020 Approval Date: January 25, 2018 1 Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's D A. DRAWINGS UQ 1. Manufacturer's die drawings and sections. 2. Drawing No. AD14-03, titled "Resistor 3300 Storefront Wall (Large and Small Missile Impact)", sheets 1 through 13 of 13, dated 09/29/14, with revision #1 dated 07/06/15, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 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 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7805, dated 07/11/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 10/30/14, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere , P Product Control Exa ner NOA No. 17-1017.12 Expiration Date: July 23, 2020 Approval Date: January 25, 2018 E-1 I f i I . Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. TREMCO Part No. WJT-7522/ 3 Dense EPDM Rubber Extrusions complying with ASTM C864 Option H exceptions; ASTM D412 1856/ 2040 PSI; ASTM D395B 22 HRS 158°F, passed 17.6/ 19.0 %; ASTM D 624 1961200 lb/in.; ASTM D 2240 61/ 73 PT; ASTM D 573 70 HRS 1587, 3/ 4 PT; ASTM D 1149 100 HRS 104°F passed; ASTM D 925 B passed and ASTM D 2137 Method A, passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), dated September 27, 2014, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated September 27, 2014, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7805, issued by Fenestration Testing Laboratory, Inc., dated 07/11/14, signed and sealed by Idalmis Ortega, P.E. 4. Proposal No. 14-0036 issued by the Product Control Section, dated 03/06/14, signed by Manuel Perez, P.E. G. OTHERS 1. None. E-2 r [F--'LE COPY 7 Manuel er z, E. Product Control E am' er NOA No. 17- 17.12 Expiration Date: July 23, 2020 Approval Date: January 25, 2018 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD14-03, titled "Resistor 3300 Storefront Wall (Large and Small Missile Impact)", sheets 1 through 13 of 13, dated 09/29/14, with revision #2 dated 09/29/17, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. None C. CALCULATIONS Fly 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS -0808.02 issued to Kuraray America, Inc. for their 1. Notice of Acceptance No. 17 "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No.17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP CIear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), with FBC 61n Edition (2017), and of no financial interest, dated September 29, 2017, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1124.01, issued to Trulite Glass & Aluminum Solutions, LLC for their Series "3300 Resistor Impact Wall Unitized" Aluminum Storefront / Window Wall System - L.M.I., approved on 07/23/15 and expiring on 07/23/20. -P kQjm-.6� Manuel. ere ,P.E. Product Contro Ex miner NWNo. -1017.12 Expiration Date: July 23, 2020 Approval Date: January 25, 2018 E-3 D.L. OPG, D.L. UPC. D.L. UPC. ANc11DRs TYPE M A. B OR C D.L. OPG, SEE SHEET 6 FOR NUMBER SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 CF AncHaRs REQUIRED. SEE SHEET 3 l I IT I 1• /� ��" ' I I III �� � I I /�� I II I III I IMPACT OR0L0\III I I G 1 1 I L I •`.1.I/ 11 I ` JI/ �`1 1 y I 4 MAX. TYP. ANCHORS TYPE M A Ofi B AT CORNERS MAX. MUWON SPACING AT MULL1 DN ENDS. SEE 511EET 6 ANCHORS TYPE 0. B OR C SEE CHART SHEETS 4 $ 5 r FOR NUMBER OF ANCHORS REITO. A. JAR DFPD LOAD' SUPPORT AT `C. Sl2 SHEET 9 1/4 POINT FROM ENDS LENGTHS DE40 LOW SUPPORTATAT TYPICAL ELEVATIONS 1/S PONT FROM ENDS. SERIES 3300 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DARE COUNTY APPROVED ENTRANCE DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017). • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017). INSTRUCTIONS: USE CHARTS AS FOLLOWS. tel: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10 STANDARD. STEP 2, SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. STEP 3: CHECK MULLION AND JAMB CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4, USING CHART ON SHEETS 8 & 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5: THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 'Q—'/ I-- ff.L �Trulite GLASS A ALUMINUM SGLUf IONS^ httpJAi—trurae.wm 800 FAIRWAY DRIVE, StAle 2DO DEERFlELD BEACH, FL 33441 P. 800�J2-8132If. 954724-2= PRODUCT: Resistor 3360 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) *Resistor PRODUCT CERIE6 REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: n MCY ENGINEERING, INC. LW GLAZING CONSULTANT 8501 SW 1241h Ave, Ste. 205A MIAMI, FL 331113 P: 305-271-0117 F: 305-573-5063 Ernest MOY.Engh-fln S.— Mvrv.MCYEngineering- STAMP: E�\t?111i(f/Y/ N. 28677 oiwu PRODUCT CONTROL APPROVAL.• PRC+DNCr YVIR�FIDtidA Buiidulg Code Acceptance ND { ^ {Dt7• E irati Dale B thiari Dxdc PnJduct CoeTtr I: T.G. DRAWING No: 9-29-1a 1 OF 13 AD14-03 f 4 1/4' HEAT STREN'D GLASS 1/4" HEAT STREWD GLASS 1/4- HEAT STREWD GLASS 0.090" KURARAY SENTRYGLAS INTERLAYER 0.100" SAFLEX HP INTERLAYER 0.090" SAFLEX IIIG INTERLAYER BY 'KURARAY AMERICA. INC.' BY 'EASTMAN CHEMICAL COMPANY' BY 'EASTMAN CHEMICAL COMPANY' 1/4" HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS 1/4- HEAT STREWD GLASS 1/2" AIR SPACE 1/2- AIR SPACE 1/2" AIR SPACE i 1/4" TEMP. GLASS a 1/4" TEMP. GLASS 1/4" TEMP. GLASS N @ Is © 2E 2' In 22 m� 21 m 21 N 21 23 12 5 zz� 0 1: 11 '� 23 12 5 � 20 23 12 5 it 15 � 15 15 � 16 16 16 , GLASSTYPE'G1' GLASSTYPE'G2' GLASS 1-5116° NOMINAL OVERALL 1-5116" NOMINAL OVERALL NALOVE A 1-5/16° NOMINAL OVERALL. 1/4- HEAT STREWD GLASS 1/4' HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS ' 0.090' SAFLEX IIIG INTERLAYER 0.090' KURARAY SENTRYGLAS INTERLAYER 0.100" SAFLEX HP INTERLAYER EY 'EASTMAN CHEMICAL COMPANY' BY 'KURARAY AMERICA, INC: BY 'EASTMAN CHEMICAL COMPANY 1/4' HEAT STREN'D G1A55 1/4" HEAT STREN'D GLASS 1/4" HEAT STREWD GLASS In �rc9n �m 22 21 to 21 20 �I �. 12 5 20 12 5 20 �� 12 5 o_ o 0 w 75 15 IS 17 17 IUD) 17 GLASS TYPE'G4' GLASS TYPE'G5' GLASS TYPE'G6' 9116" NOMINAL OVERALL 9/16" NOMINAL OVERALL 9116" NOMINAL OVERALL SILICONE OPTIONS: 20 - DOW CORNING 995 SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. V.S. DESIGN LOADS. zt-TREMCO PROGLAZE SSG 22 - SIKA SIKASIL SG-10 -%Trulite GLASS S ALUMINUM SOLUTIONS' hapitm—trl6he.com 800 FAIRWAY DRIVE, Suhe 200 DE FR IELD EACH, FL 33441 P. SOOd32T132I T, 954-721-2083 PRODUCT: Resistor 3300' STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) *Resistor PRODUCT SERIES RLVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: m ' MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 12411 Ave, Ste. 205A FL 33183 P: 306271-71-017 F: 305.573-5063 �011 f Eze MCY.EnPlnearmP$aanet vvnv.MCYEnD�oRo.mm FLDRIgA=RR�G 110N •..�, 568 677 PRODUCT CONTROL APPROVAL; PRODUCT REVIS® = eeDlplyiM with OPe Florida OuildinAA.ccpl -Too 11• 10J%° 1� E=imfoa Date 41 By IV°JaDI ad.: Product DRAWN: T.G. DRAWING No: 2 OF 13 GLAZING OPTION DATE: 9-29-14 DWG: AD14-03 MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULLION Ml' MULLION M2' WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36" 42" 48" 54" 60" 66" 72" 72' 1 80.0 94.0 80.0 94.0 60.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 1 94.0 30" 36" 42" 48" 54" 60" 66" 72" 78" 80.0 94.0 80.0 94.0 80.0 94.0. 80.0 94.0 50.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 W. 36" 42" 48" 54" 60" 66" 72" 84' 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 - 94.0 30" 36" 42' 48° 54" 60' 66" 72" 90" 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 - 94.0 - 75.0 30" 36" 42" 48' 54" 60" 66" 72" 96" 80.0 .94.0 80.0 94.0 80.0 94.0 80.0 94.0 80.0 94.0 79.6 94.0 - 75.0 - 75.0 MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'M1' MULLION 342' WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36" 42" 48" 54' 60" 66, 72' 102" - 94.0 - 94.0 - 94.0 - 94.0 - 94.0 - 75.0 - 75.0 - 72.1 30" 36" 42" 48' 54° 60" 66" 108" - 94.0 - 94.0 - 94.0 - 94.0 - 94.0 - 75.0 - 74.2 30" 36, 42' 48° 54' 60, 66, 114" - 94.0 - 94.0 - 94.0 - 94.0 - 75.0 - 75.0 - 70.3 30' 36' 42' 48" 54" 60° 120" - 94.0 - 94.0 - 94.0 - 94.0 - 75.0 - 73.5 30" 36" 42" 48" 54" 60" 126" - 94.0 - 94.0 - 94.0 - 92.4 - 75.0 - 68.8 WIDTH (W) = W1 + W2 2 'TRULITE' DOORS SEE SEPARATE NOA% 'TRULITE' DOORS SEE SEPARATE NOA W//• U %aft 19 ml W1 W2 WIDTH (W) = W1 + W2 2 'TRULITE' DOORS SEE SEPARATE NOA7 W1 + W2 ANCHORS READ. W1 W2 WIDTH (W) = 2 SEE DOOR NOA WIDTH (W) = 2 + 4 3/8" 0 THRU ® MIDDLE OF MULLION 'M1' It W'4 SZ IN" J --*&Trulite GLASS 8 ALUMINUM SCLUIpNS" htfp:/Mw .Uulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 000-432-813211. 954.724-2083 PRODUCT: Resistor 3300 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) Resistor PRODUCT SERIES REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: M C MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124th Ave, Ste. 205A MIAMI, FL 33183 P. 305-271-0117 F: 305-573-5063 Em 1: NCY.E LieetinD@amnet w« mCYEroi..fte..m STAM��,:_+.��:;37.� FLOViIDA'REGI�igATION i i PE J55983 L r C5- i SEP 2 g 2017 /rrtl rj i.. i PRODUCT CONTROL APPROVAL- . j 3/8" 0 THRU BOLTS ® PRODUcrREVISED IDLE OF SPAN ® 24" O.C. Ds cemplyij wiBithe Fl-ida L Building Cot ! I Acceptance No -11 E. il3iiOD Date � I! t t MULLION 'M2' By WITH STEEL REINF. -- Tt W-4 SZ IN-J 7H 16.5747 12.B,154 .. 12.6102 1.3468 r 14.4443 w NDu. DRAWN: T.G. DRAWING No: STEP 3: MULLION LOAD CAPACITIES DATE: 9-29-14 DWG: AD14-03 1 4 OF 13 i IAMB/MULLION LOAD CAPACITY - PSF NOMINAL DIMS. JAMB 'Jl' JAMB 72' )TH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36" 42' 48" 54" 60" 66" 72" 72" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30" 36" 42" 48" 54" 60" 66" 72' 78" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30" 36' 42' 48" 54" 66" 72" 84" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 - 94.0 30" 36" 42" 48" 54" 60" 66" 90" - 94.0 - 94.0 - 94.0 - 94.0 - 94.0 - 94.0 - 94.0 30" 36" 42" 48" 54" 60" 96" - 94.0 - 94.0 94.0 JAMB/MULLION LOAD CAPACITY - PSF NOMINAL DIMS. IAMB 'JL' JAMB 12' WIDTH (W) FRAME HEIG14T EKE (+) INT. (-) EXT. (+) INT. (-) 30' 36" 42' 48" 54" 102" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30' 36" 42' 48" 54" 108" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30" 36" 42" 48" 114 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30" 36" 42" 48" 120" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 30" 36" 42" 48" 126" 94.0 94.0 94.0 94.0 94.0 94.0 83.5 94.0 2 C.D w x '0w w a W1 WIDTH (W) = W1 (JAMB) JAMB 'J1' JAMB 'J2' STEEL REINFORCED !Y Mi4 Si IN-3 ALUM 16.5245 1 2.7278 I IL IN-4 SZ IN'3 ALUM 6.5248 2.7278 57L. 0.9227 0.5468 TOT 9.2006 (Ul A.W. (2) #12-24 X 3/8" PPH MS. " O.C. LENGTH = 26" STEP 3: JAMB LOAD CAPACITIES � Trulite GLASS A ALUMINUM SOLUilONS� httpJty .trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-032-813211. SW724-2083 PRODUCT: Resistor 3300 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) ®Resistor PRODUCT SERIES REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 _FBC REV. ENGINEER:. M MCY ENGINEERING, ING.111 GLAZING CONSULTANT 8501 SW 124th Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 F:305-573-5063 Em LMCY.EnOLt<a8^D@atlnet -MCYERWn fi q.va STAMP: �•1,<1ltlliii! \\a7i�NCV WANi1i,P�„ QN 6A. RECIa IrcnY 3N�/�. � .• .EE�$s�(iB3�. �i CAN. 28677 gip 2 5 2017i PSODUCI REVISED Ds DemPlyhmg With the Florida Bolding Code A=p_ND ) 0 P-ti .uam 26 BB BIC Plrtetrol . DRAWN: T.G9-DRAWINGOF -5DATE9-2. 13 DWG: AD1403 t a DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITS TRANSOM DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITEI TRANSOM NOMINAL DIMS. WITH REINFORCING NOMINAL DDAS. W17ii REINFORCING WIDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) INT.(-) WIDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (L) DO.(+) INL(-) �. 24' 30, 36' 40 48' 54' 60' 84' 108' 75.0 60, 24' 30, 36' 42' 48•. 54' 60" 84' 120' 75.0 ' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.0 66, 24' 30, 36' 42- 48' 54' 60' 75.0 66. 24' 30, 36' 42' 48' 54' 60' 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.0 75.0 70.0 72• 24' 30' 36' 42' 48' 54' 60' 75.0 72. 24 30' 36' 42' 48' 54' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 .75.0 71.0 73.0 60, 24- 30' 36, 42' 48' 54- 60' 84" 126' 75.0 60' 24- 30' 36' 42- 48' 54' 60' 84' 114, 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 710 75.0 69.0 75.0 66. 24- 30' 36' 42' 48' 54' 75.0 66, 24" 30, 36' 42' 48' 54` 60' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 75.0 72- 24' 30' 36' 42' 48' 75.0 73.0 75.0 72, 24' 30' 36' 42' 48' 54' 60' 75.0 75.0 75.0 75.0 75.0 72.0 75.0 75.0 74.0 70.0 ANCHORS TYPE TOTAL 10' OF ANCHORS AT DOOR MUWON HEAD I AT FIX. LITE AT DOOR AA I4 4 A 3 3 B 4 3 C 2 2 y/J7i \\ I III L -1 (W2) WIDTH (W1) WIDTH DOOR MULLION W/ STL REW. IX IN-4 ISX W3 ALVM 6.5248 2.7276 F LCg� STL 2.6102 1.5468 -- _, 7_--'� TO/Tr 14.0944 IN auu. _'� D) .. _ . IMPACT DOOR H w J ANCHORS TYPE TOTAL NO. OF ANCHORS AT DOOR MULLION SILL AT FIX. LITE AT DOOR AA 4 2 A 3 2 B 3. 2 3/8^ 0 THRU BOLTS 33' AND 63" FROM SILL -*-Trulite GLASS a ALUMINUM SOLUTONS^ htla/Av .trulile.= 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. SCO 4324132I 1. 954-724-2083 PRODUCT: Resistor 3300 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) *ResistODUCT or REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT MIAMI, FL 33183 P: 305-271-0117 F: 305-573-5063 Email: MCY.Engin ftgQa .t -mCYEngercvring.can STAMP: P,)t)G 1YANG. P:�JV 86 OV ��t%�ticia�REasTt}!}T�N7/� PRODUCT CONTROL APPROVAL• PRODUCT REVISED w eemplying with the Florida Baildmg Code Ae«ptatxeNa 17•IQ/ ' �$D oa Dale B#wt STEP 3: DOOR JAMB MULLION DRAWN: T.G. DRAWING No: LOAD CAPACITIES DATE: 9-29-14 6 ON 13 DWG: AD14-03 t 4 A' $ 11i1111ltif/ �� a QQ� OW o (nAli ^ti8 m � > z O _ ... � Z U °�', �m WI O Z O C N F W zw N n Z Z W LL L• ��� 'i•-J Na';j? a 6 pW u7 o a 3 o n Y gg M a Q W N 11 - M U) rc n \ r, w o W N w n � T n�,rc�a<iq� , w , ".:._ _ a y r1 jCIL, fR >} l Q it fry /M� 1.1. s o n m Z U0 'N f `J�.oS� .� _ moo .�u�i� a rcy�em Al V) W U Q Q U Q O .. 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O m ✓f N O O O O O O O O O O O O O O O 2 O x A w M w m b n 0 n v m w m X�� O3 z p mm pp M ib1 Y N b n o n Y w N. n b n mm h M Y O N b b mm n H, < a N b b IN. qm� e0') O •! N ,mD b n M h h b b n ANCHOR LOAD CAPACITY - PSF EXT.(+) do INT.(-) NOMIIVAL DIMS. 1/4' SHIM 3/8" Smm ANCHORS TYPE 'AA' ANCHORS TYPE 'd' ANCHORS TYPE 'C' ANCHORS TYPE 'B' WIDTH (W) FRAME HEIGHT 'AA2' 'AA3' 'AA4' 'A2' 'A3' 'A4' TV 'C3' '112' 'B3' 'B4' 30' 36' . 42' ' 'w 54' .60' 66' 72• 102" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 93.2 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 79.9 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 69.9 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 62.1 93.2 94.0 94.0 94.0 94.0 94.0 94.0 94.0 90.2 94.0 55.9 83.9 94.0 94.0 94.0 94.0 94.0 94.0 94.0 82.0 94.0 50•8 76.2 94.0 94.0 94.0 94.0 94.0 94.0 94.0 75.1 94.0 46.6 69.9 93.2 30" 36' 42• 48' 54" 60' 66" 108" 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 88.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 75.4 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 66.0 94,0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 58.7 88.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 85.2 94.0 52.8 79.2 94.0 94.0 94.0 94.0 94.0 94.0 94.0 77.4 94.0 48.0 72.0 94.0 30' 36' 42' Q. 54• 60" 114' 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94,0 94.0 94.0 94.0 94.0 83.4 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 71.5 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 62.5 93.8 94.0 94.0 94.0 94.0 94.0 94.0 94.0 89.6 94.0 55.6 83.4 94.0 94.0 94.0 94.0 94.0 94.0 94.0 80.7 94.0 50.0 75.0 94.0 W. 38' 42' 48' 54• 60' 120" 81.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 1 94.0 94.0 94.0 67.5 94.0 94.0 90.1 94.0 94.0 94.0 94.0 79.2 94.0 94.0 57.8 86.7 94.0 77.3 94.0 94.0 94.0 94.0 67.9 94.0 94.0 50.6 75.9 94.0 67.6 94.0 94.0 94.0 94.0 59.4 89.1 94.0 45.0 67.5 90.0 60.1 90.1 94.0 85.2 94.0 52.8 79.2 94.0 40.5 60.7 81.0 54.1 81.1 94.0 76.6 94.0 47.5 71.3 94.0 30" 36' 42• 48" 54" 60" 126" 77.1 94.0 94.0 94.0 94.0 94.0 94.0 94.0 90.5 94.0 94.0 64.3 94.0 94.0 85.8 94.0 94.0 94.0 94.0 75.4 94.0 94.0 55.1 82.6 94.0 73.6 94.0 94.0 94.0 94.0 64.7 94.0 94.0 'iT2 72.3 94.0 64.4 94.0 94.0 91.2 94.0 56.6 84.8 94.0 42.8 64.3 85.7 57.2 85.8 94.0 81.1 94.0 50.3 75.4 94.0 38.6 57.8 77.1 51.5 77.3 94.0 73.0 94.0 45.3 67.9 90.5 TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'AA' 1/4" DIA. TAPCON BY 'TTW' (Fu-120 KSI, Fy=92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD. THRU WOOD BUCKS INTO CONCRETE 1-3/8- MIN. EMBED INTO CONCRETE MAX. 1/4" SHIM TYPE 'A' 1/4' DIA. TAPCON BY 'RW' (FU-120 KSI, Fy=92 KSI) DIRECTLY INTO CONCRETE ' 1-3/8' MIN. EMBED INTO CONCRETE. MAX. 1/4" SHIM TYPE 'B' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD. THRU WOOD BUCKS INTO CONCRETE 1-3/8" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-3/8' MIN. EMBED INTO CONCRETE. MAX. 3/6' SHIM TYPE 'C' #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURE. MAX. 1/4" SHIM STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE VC = 3000 PSI MIN. C-90 HOLLOW/FLLED BLOCK f'm = 2000 PSI MIN., NORMAL STRENGTH CMU SEALANTS: FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. STEP 4: ANCHOR LOAD CAPACITIES ALTrulite GLASS 6 ALI UINUM SOLUTKJNS� hOp:fAvxvv.Wide.Dom 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 900-432-8132If. 954-724-20e3 PRODUCT: Resistor 3300 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) ©Resistor PRODUCT SERIES REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124th Ave; Ste. 205A MIAMI, FL 33183 P: 305-271-0117 F: 305-57}5063 En t MCY.E.9cr.e4n9@aRnel v wri.MCYEn4I-.n. I.ili;;• �`�\ FLOFIIDA cHEGRq ON `� dE 855983' ' N. SZ8§7 P. 20l% PRODUCT CONTROL APPROVAL: PRODUCT REVISE as cemWyin6 vAih the Florida Duildiog Code Ecc�p'w1DaLe' Nfislm PrMDet w DRAWING No: g OF 13 TYPICAL ANCHOQRS ' -9EE ELEV-•FOR SQAyINO a' O 3 U B1 DO 2 m= EDGE DISTANCE � Tru I ite 0 � TYPIcu- ANCHORS ' < - E m Q, A , SEE ELEV.' . e CLASS AALUWtNMSOLU110N5- • FOR SPACING • Z http://w .truiite.mm n BOO FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 W P. 800-632-8132If. 954-724.2083 VU a a PRODUCT. OJ ;� Resistor 0 0- 3300 STOREFRONT WALL TYPICAL ANCHORS (LARGE AND SMALL r�lAMl-DARE COUNTY ROVED �, MUWON dt MUWON HORS �ISEE SEPARATE NOA �I EDGE DISTANCE I�-----------i� i L n E O TYPICAL ANCHORS 77 SEE ELEV. FOR SPACING NOTE: MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF THIS APPROVAL WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I Ff:l L ©Resistor PRODUCT SERIES REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 F13C RLl ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW Ste. c0 -5 MIAMI, FL 33083 P: 35271-0117 F.35-5735063 Flr,tlk MCY.En9�naering�aLLnet wmv MLYEngin ' n&ca TYPICAL ANCHORS SEE ELEV. FOR SPACINGFLORIDA J '- REGIG;-.P�E FLORIDA REGISTRATION METAL STRUCTURE • PE--A59g3 CAN.16677 - Y„ - '"P 2 9 2017,� , PRODUCT CONTROL APPROVAL rn PRODUCT- REVISED ,s complying udlh the Florida -ilding Code T /� AcceplaDce W 1 �� /•%n ExpirnCon Dae p3. A9' Deck Product DRAWN: T.G. DRAWING No: DATE 9-29-14 10 OF 13 DWG: AD14-03 z WOOD BUCK FILLER WOOD BUCK FILLER OPTIONAL OPTIONAL BY OTHERS O STD• JAMB OE STO. MUWON Ei REINF. MUWON D� REINF. JAMB BY OTHERS �-- 1 314" 1314" 3/4" I 1 314" t 3/4" 314" 1 3/4" 3/4" 3/4" f►- 1 3/4" ' ' ° vam afmx vow RWa us , CIi ENO ° Q' . .,' .. aw aba mrsau ears n,ssso . .. ,O ST TPN BaIS N DT1HiU e0L DI AT FACX . ENO . m. p li NF teN ®CEMER a ' Y"� vnm a v ° 2 1/2" DLO 3 1/4" 3 1/4" 2 1/2" SILICONE SEALANT DOW CORNING 790 OR EQUAL. RECOMMENDED SEALANT DEPTH EXTERIOR SHALL BE HALF THE SEALANT WIDTH. MIN. de MAX. GAP FRAME WIDTH MIN. & MAX. GAP SEE CHART BELOW SEE CHART BELOW ODOOR JAMB MUWON O DOOR JAMB MUWON A% MFRAIJE CAP AT TRANSOM 1 3/4" HEIGHT MIN. I MAX. 134' 78" 1/4' 1/2' 84' 1/4' 1/2' aaom �0es 96" 3/8- 1/2- asos aaos 108" 3/8' 1/2' 120' 3/8" 1/2" 126" 3/8" 1/2' 100°9 ALTERNATE SEALANTS AT JAMB GAPS CAN BE O1HSU DESIGNED BY ENGINEER OF RECORD .Q so-, •orNRueoln Ro-a BASED ON MANUFACTURER GUIDE LINES.- . S< - I j — iiu.cl%aa a�a o sMUCONE vJeONE �'� =_ 6EE FlE . y� 9EE Vtlm DLO- 5/16" NOTE: 1-5/16" GLAZING OPTION SHOWN. REFER TO SHEET 2 FOR 9/16" GLAZING OPTION. SILICONE SEALANT REFER TO ITEM zo 21 2© � Trulite GLASS 6 ALUMINUM SOLUf10N5` hBpJlvnvw.trulite.com 800 FAIRWAY DRW Suite 200 DEERFIELD BEACH, FL 33441 p. 801F432-81321 f. 954724-2083 PRODUCT: Resistor 3300 STOREFRONT WALL (LARGE AND SMALL MISSILE IMPACT) *Resistor PRODUCT SERIES REVN DATE/REMARKS REV. 1 7/6/15 RER COMMENTS REV. 2 9/29/17 2017 FBC REV. ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 85D1 SW 12411, Ave. Ste. 205A MIANII, FL 33183 P: 305-271-0117 F: 305-573-5D63 EmeR MCY.EngmeeMgCS*-t —McYEnglnemi°g.mm STAMP: rfbTwt P, ,LAN. 28677 17 Al PRODUCT CONTROL APPROVAL* PRODUCr REVISED n DOmplying with the Florida ihwildiog Code Ae«plaD«r1Dl - 0 .�7'70 Fx falmssirWe By M' Prod0t1 Ce67u1 DRAWN: T.G. DRAWING No: DATE: 9-29-14 11 OF 13 DWG: AD14-03 .750 1.375 0.250 1�'1 r�25 0�57 4.500 o Tru I ite 0,1 � GLASS&ALUMINUM SOLUTIONS^ 0.938 hWAM .truBte.corn 0.12 800 FAIRWAY DRIVE, Surte 200 3.250 p,1gg 0.18 DEII3FTELD BEACH, FL 33441 p. 800d32-81321 L 954-72b2033 .125 0.125 4.500 4.53138 3.438 4.531 4.531 1 3.938 PRODUCT: J, 9.38 Resistor 3300 STOREFRONT WALL 0.938 0.531 0.938(LARGE AND SMALL 0.250MISSILE IMPACT) 2.500 11.625 ©Resistor PRODUCT 6Efl1E9 , 3301 HEAD/SILL/JAMB 3300A MALE MULLION 3300E FEMALE MULLION 3305 MALE JAMB 3302 INT. VERTICAL / HORIZONTAL REVN DATE/RDAARKS REV. 1 7/6/15 RER CONMENf9 2.250 0.094 0.094� 0.063 REV. 2 9/Z9/17 :17C FBC REV. 1,781 125 0,500 0.875 0.750 ENGINEER: M -!L 0.844 0,094 0'�3 0.844 1.750 1.188 C 1.781 1.500 MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124th Ave, Ste. 205A 3108 TRANSOM GLASS STOP GUTTER 3109 TRANSOM GLASS STOP 10029 APPLIED DOOR STOP 3304 OPEN BACK GLASS STOP 3303 GLASS STOP COVER MIAMI• FL 33183 1 781 P. 305-271-0117 F. 305-5735063 E-A McvE,cm,eriDa�arLD,r 1.313 0.125 t``Mcvr9�,n�D.Dom �� 0.750 0.750 0. 13 __.�-I npiNC4WANG-i.E fi 0.875 0.063 0. 13 TOiIDA R'G§rl3phgt4° �r 0:813 _ PF7 g,s�589as f7 DUROMETER 85+/_ 5 SHORE A DUROMETER 85 +/_ 5 SHORE A DUROMETER 70 +/_ 5 SHORE A DUROMETER 60 +/_ 5 SHORE Azz 3103 GLASS STOP H62J SETTING BLOCK,1-5/16" GLASS H62D SETTING BLOCK, 55" GLASS RG-1 EXTERIOR GLAZING GASKET RG-33 FINGER GASKET ^ ' ' PRODUCT CONTROL APPROVAL: V '131ICTREVISED as complYmB Wilk the FIOMa HuildiuB Cod<� �1D i7 i2 Acceptance I4ojZO Expiration IJatc Bq ePtoleLCoL>rroi tdiaml - - DRAWN: T.G. DRAWING NO: DATE 9-29-14 12 OF 13 DWG: A014-03 Y � _ _ _ - -� • { i MIAMI•DADE MIAMI-DARE COUNTY i 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) www.miamidade.sov/economy American Building Company L OPYC 1 1150 State Docks Road Eufaula, Alabama 36027 FIL"� 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 i (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. I DESCRIPTION: 0.0213" (min.) SS-360 Structural Metal Roof Panel APPROVAL DOCUMENT: Drawing No. MD-S3P24, titled" Standing Seam 360 Roof Panel", sheets 1 through 9 of 9, prepared by Jeff C. Walsh, P.E., on April 22, 2011, signed and sealed by Jeff C. Walsh, P.E., on October 14, 2011, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. i NRSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel 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. I 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 #11-0502.09 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Raft G( NOA No. 16-0628.01 MIAMI DADS C�UPITY �? ��� I�" (( Expiration Date: 10/27/2021 00% Approval Date: 08/25/2016 j /Z �/ Page I KI R4BY SYSTEM$ Ar4U=Mara P.v BETTER SOLUTIONS. BETTER BUILDINGS. PRODUCT NAME KirbyRib II Panel for roof and wall applications. MANUFACTURER Kirby Building Systems www.kirbybuildingsystems.com PRODUCT DESCRIPTION These wall and roof panels have 1 1/4" ribs on 12" cen- ters for an even, shadowed appearance. They offer 36" width coverage and are reinforced between the ribs for added strength. Basic Use: A roof and wall covering system for new or retrofit construction. Materials: KirbyRib IIpanels are. available 1110 and 24 gauge 80,000 psi, 22 gauge 50,000 psi, either G90/G60 zinc coated (galvanized) orAZ55 aluminum zinc alloy coated steel. Prepainted panels have PVDF or Silicone Polyester Cool Paint Finish. KirbyRib If wall panels are.attached to the secondary framing members by self -drilling carbon steel -screws, No. 12 x 1 1/4" hex washer head, cadmium or zinc plated. Fasteners are applicable for use with fiber- glass blanket insulation up to 4" thick. KirbyRib II wall side laps are stitched with self -drilling carbon steel screws, No. 14 x 7/8" Type A or AB, cadmium or zinc plated. Fasteners are normally color coordinated with a premium coating system that protects against corrosion and weathering. KirbyRib II roof panels are attached to secondary framing members by 12 x 1 1/4" self -drilling carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. KirbyRib II roof side laps are stitched with No. 14 x 7/8", Type "AB" self drilling carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. KirbyRib 11 panel roof side laps, end laps, roof flashing laps, ridges and eaves are sealed with tape mastic. t ' K�irb Rib II Wall % Roof Panel Specifications TECHNICAL DATA The KirbyRib II panel has received a Class 90 Wind Uplift rating by Underwriters Laboratories Inc. when tested in- accordance with test procedure UL 580. This panel has also been tested in accordance with Air Infiltration ASTM E283 and Water Penetration ASTM E331. This. panel has received a Class A fire rating when tested in accordance with test procedure ASTM E108. INSTALLATION Installation should be performed in accordance with Kirby Building Systems' manuals and building erection drawings, and should be done by a qualified installer using proper tools and equipment. Systems are installed by Kirby Building Systems' Authorized Builders. WARRANTY 35 & 25 year paint finish warranties are available. MAINTENANCE Only normal routine maintenance is required over the life of the panels. PRODUCT NOTES Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, Kirby Building Systems reserves the right to discontinue products at any time or change specifica- tions and/or designs without incurring obligation. Continue on back... 4{ n' KIRBY KirbyRib II Panel } NU����s Ay Panel Specifications BETTER SOLUTIONS BETTER BUILDINGS, I PANEL PROFILE PARTIAL CROSS SECTION Panel Destated gn Gage_ of Steel Steel Yield KSI , Bss'e Metal Thick (In.) "'" "Tdtal"'" Thick. ,(In.) Properties11 Panel'Base ' Metal Weight ,(Ibs.ltG) --• Kirby Compression - " Compression Fb KSI -._""Iz ---, on. Jft .`-.Sz--• In_3IfL) --- Ma - K-IN- - - Ix - n.°./ft. ---- Sic- in.3lft.) _ - -Ma- - KIN. -"26.Ga. 80 0.0177 0.0193 0.86 0.043 0.037 1.34 0.035 O.O4fi 1.66 36 ..a.:. 80 0.0225. 0.0241 1.09 0.060 0.054 1.95 0.047 0.059 2.14 36 '22,Ga.- " 50 1 0.0300 0.0316 1.45 0.083 0.085 2.56 0.070 0.081 2.44 30 - e _ I, a @ld of n aipaAs d a - - - a ,o _ l -" _ f MaxirrilirsiTotal'Unifomi Load in'PSF -.., _T- - - -- ' S an'Len .-, 3:00 -. ' :.:` 3.50 - -' -7 4.00 - .- --4;50 -- -. .5,00 - .. .-.6.00 _ '• 7A0 _ _ -' 7:50 _ _. — _ __ . _..-: - --- 1 -POS-. 99 a 73 B 56 B 44 B 26 B 25 B 18 B 16 B :NEG ` -123 B -91 B 59 B 55 8 -44 B -31 B -23 B -20 8 `POS 75 c 64 C 6 C 50 c 43 B+s 30 a+s 22 B+s 19 B+s NEG -64 P 55 P -48 P -42 P -355 B+s -24 S+S -18 B+s -16 B+S 26 Ga _ = _ __ , 3 POS- 85 C 73 c 64 c 57 c 51 C 37 a+s 26 B+s 24 s+s •'NEG -72 P 52 P -54 P -48 P -43 P -30 B+S -22 B+s -20 a+s '-- 4 'POS'. 82 c 70 c 61 c LM C 49 c 35 B+S 26 B+s 23 B+S NEG -70 P .60 P 52 P 43 P -41 B+s -28 8+S -21 B+s -18 B+S " ` -` "• 9 y-I "FOS I 145 B 106 B 81 B 64 B 52 B 36 B 271 B 23 B NEG 1 -158 B -116 8 -89 a -70 B -57 B -40 B -29 B -25 e -.2 ------ -POS. 117 c 100 C 67 B+s 69 B+s 56 B+S 39 B+s 29 B+S 25 B+S :NEG -81 P -69 P -61 P -54 P -49 P -36 B+s -26 B+S -23 B+s 24Ga - _, __ 3 PW. 133 c 114 C 100 C 86 B+s 70 B+s 49 B+s 36 S+s 31 B+S ;NEG , -92 P -79 P -69 P -61 P 55 P -45 B+s -33 B+s -29 B+S T P.OS' 128 c 110 C 96 c 80 B+s 65 B+s 46 B+s 34 B+s 29 B+s 'NEG : -89 P -76 P 56 P -59 P -53 P .42 8+8 -31 B+s -27 B+s -POS' 189 B 139 8 107 B 84 B 68 B 47 B 35 B 30 B :NEG-, -180 B -133 8 -102 B -80 B -65 B -45 B -33 B -29 B '2 1 :POS? 166 c 130 B+s 100 B+s 79 B+s 64 B+S 45 a+s 33 B+s 29 B+s NEG i -114' P -98 P -86 P -76 P 57 B+s 47 B+s -35 B+s -30 S+s 22 - ___....._ 188 c 161 c 124 B+s 99 8+s 80 a+s 56 a+s 41 B+s 36 B+s 1�Ga. 3 I -130 P -111 P -98 P -87 P -78 P -59 B+s -43 B+S -38 B+s . 4 NEG 181 c 151 a+s 116 B+s 92 a+s 75 8+S 52 B+s 38 B+s 34 B+s� 125 P 107 P 94 P 83 P 75 P 55 a+s 40 a+s -35 B+s 1. The panels are checked for bending (B), shear (S), combined bending and shear (B+S), deflection (D), web crippling (C), and panel pullover (P). The controlling check is noted In the table. Deflection Is limited to span/60, with the wind load permitted to be taken as 0.7 times the "component & cladding" loads as noted in footnote f of IBC Table 1604.3. r ' 2. Section Properties are calculated in accordance with the 2007 North American Specification for the Design of Cold -Formed Steel Structural Members. 3. Minimum yield strength of 26 and 24 gage steel is 80,000 psi. Minimum yield strength of 22 gage steel is 50,000 psi. 4. Steel panels are either aluminum -zinc alloy or G90/G60 coated. The base metal thickness Is used In determining section properties. 5. Positive load (POS) is applied Inward toward the panel supports, and is applied to the outer surface of the full panel cross-section. Negative load (NEG) Is in the opposite direction. Al 0 KI RBM TENNESSEE DIVISION MISSISSIPPI DIVISION 124 Kirby Drive 101 Airport Road 1f,,� • , Portland, TN 37148 Starkville, MS 39759 T.615.325.4165 T.662.323.8021 BETTEBSOLUTIORS.BETiERBUILDUIOS www.kirbybuildingsystems.com it KI RBY BUILDING / SYSTEMS BETTER SOLUTIONS. BETTER BUILDINGS. PRODUCT NAME Kirby Building Systems Standing Seam 360 panel for roof applications. PRODUCT DESCRIPTION These standing seam panels float on a system of sliding clips that prevent damage from thermal expansion and contraction. Standing seam designs also eliminate 80% of the through fasteners found in other systems for greater weathertightness. Standing Seam 360 panels provide 24" width coverage with 2" high ribs — 3" including the seam. Minimum roof slope for the Standing Seam 360 roof panels is 1/4 to 12. Basic Use: A roof covering system for new or retrofit construction. Materials: Standing Seam 360 panels are available i 24 nd 22 gage 50,000 psi in either G90 zinc - coated (galvanized) steel or aluminum -zinc alloy - coated (AZ50 or AZ55) steel. Pre -painted panels have Kirby Building'Systems (PVDF) or Silicone -Polyester COOLTm Finish. The Standing Seam 360 concealed (SSCO--) clip is a two part assembly. The tab portion is die formed of 0.031 thick aluminum -zinc alloy -coated steel. The base shall be die formed 12 gage zinc -coated (galvanized) material 2-1/4" or 3-174" (for thermal blocks) high and 6" long. The expansion capability is 2-1/2". For higher uplift values requirements, optional panel clips (SSC1-_) consists of panel clip (SSCO-_) with an additional panel to clip fastening base which is 16 gage, zinc -coated (galvanized) material are available. Standing Seam 360 sidelaps have factory applied mastic, SikaLastomer-511 'or equal. Its composition is 85% solids by weight. Service temperature range is -600 to +220'F. Endlaps, roof flashing laps, ridges and eave closures are sealed with tape mastic, Sika Sika-Tape TC-95 or equal. The material is non- staining, non -corrosive, non -toxic and non-volatile. 'Composition is 100% solid isobutylene tripolymer tape. Service temperature is -60°F to +212°F. Standing Seam 360 Panel Specifications Cablk: baves, endlaps, ridge and eave closures are sealed with non -skinning butyl caulk, SikaLastomer- 511 or equal. its composition is 85% solids by weight. Service temperature range is -60OF to +220°F. All gutter and downspout joints, and roof accessories are sealed with polyurethane caulk, Sika SikaFlex 219LM or equal. It meets or exceeds Federal Specification TT-S-00230C, Type II, Class A. All fasteners for panel to secondary framing and panel to panel will be one of the following EPDM washer head screws. Fasteners: Roof fasteners shall be No. 1/4 -14 x 1 1/4" self -drilling carbon steel screws With a molded zinc alloy hex washer head. Standing Seam 360 panel clips are attached to the purlins with the following fasteners: Self -drilling screws are carbon steel No. 12 x 1-1/4" hex head, cadmium or zinc plated. Maximum "over the purlin" insulation thickness allowed with these panels is 4" without thermal blocks and 8" with thermal blocks and tall clips. TECHNICAL DATA The Standing Seam 360 panel has received a Class 90 Wind Uplift rating by Underwriters Laboratories when tested in accordance with test procedure UL 580. The Standing Seam 360 roof panel has been Factory Mutual and Miami -Dade County approved. This panel has been tested in accordance with Wind Uplift ASTM E1592 and CEGS 07416, Air Infiltration, ASTM E1680 and Water Penetration, ASTM E1646. This panel has been approved for SREF (SSTD-97) Impact Testing. This panel has received a Class A fire rating when tested in accordance with test procedure ASTM E108. , INSTALLATION Panels are joined at the sidelap with an interlock degree seam standing one inch above the major Panel sidelaps are seamed by a special electrica ing machine. Sidelap sealer is factory applied. F' tems are installed by Kirby Building Systems Builders. Installation may be incorporated w! gage structural system. / Co KoIoRBY Standing' Seam 360 SYSTEMS Panel Specifications A NU=Mn Camp-y BETTER SOLUTIONS. BEi TER BUILDINGS. AVAILABILITY i PRODUCT NOTES For availability, contact: A certain amount of waviness called "oilcanning" may KIRBY BUILDING SYSTEMS exist in this panel. Minor waviness of the panel is not \ sufficient cause for rejection, because oilcanning does WARRANTY not affect the structural integrity of the panel. Standing 35 &,25 year paint finish warranties are available. Seam, Panels in general are known for their tendency to 20 year weathertightness and 25 year aluminum rumble in high winds if insulation is not used. SS36O is zinc alloy warranties are also available. no different. Under no circumstances should SS360 be used without blanket insulation or a thermal block be - MAINTENANCE tween the panel and the purlin/bar joist. Only normal routine maintenance is required over the life of the panels. Kirby Building Systems reserve the right to revise all standard specifications and information. Kirby Building Systems regularly updates its published "Standard Specifications" on the Kirby Building Systems website, www.kirbybuildincisystems.com, which super - cede and replace any previously -published standard specifications of Kirby Building Systems. �\ J I 24" J Gage Yield of KSI Steel Thick. Metal Weight (In.) (tbs. I ft 21 2 491W 51116' 51116' 49/16' 3/4" 2 318' 1 19 1/4' 2 318" GROSS SECTION K4N. / ft. K-IN. / ft. Fb KSI rya No. Load Mabmum Total Uniform Load in PSF of of Type Span Lengths, Ft. Panel Spans 1.50 2.00 250 ^ Ann 3.50 ^ 4.00 0 4.50 �9311 1AC 11F R 22 Ga. ltle panal3 Ste Checked for bending (e) i;hear (5), combined bending and shear (B+S) and deflection (D). The controlling check is noted In the table. ` 4ft,d ton Is limited to span/60. eclfication for the Design of Cold Formed Steel Structural IVlembers. 2. Section Properties are calculated in accordance with the 2012 North American Sp 3. Minimum yield strength of 24 and 22 gage steel is 50,000 psi. 4. steel panels are either aluminum zinc alloy or Gpa coated. The e base and is metalapplied to the outer surfaceofthe full panel cross-section. 5. Postti�e load IPOS) is applied inward toward he panel supports, TENNESSEE DIVISION MISSISSIPPI DIVISION N1i Ipj 124 Kirby Drive 101 Airport Road U1111 WHO Portland, TN 37148 Starkville, MS 30759 T. 615.325.4165 T. 60 .323.8021 �ryuCo��TP'^. e�tf��sufttrtottsarrre urutt�c www.kir6ybuildingsystems.com