Loading...
HomeMy WebLinkAboutNOAFile Copy RECEIVED SCANNED AUG 0 7 200 St. Lucie County MIAMME ST, we owTaiy, Permitting MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES �/ // 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION rGDr ��7 (786) 315-2590 F (786) 315-ti99 NOTICE OF ACCEPTANCE (NOA) E >.E.�5:rVti1 F-D FO •miamidade.sov/economv CGI Windows and Doors, Inc. jtY COMPLIANCE 10100 NW 251" Street Miami, FL33172 eT, t.k)CiE COUNTY 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 approve s deserilid in and has been designed to comply with the Florida Building Code, including th igh Velocity Hurrican one. Series "SE-3550" Outswind Aluminum Storefront Entrance Door w/wo Transom — L.M.I. APPROVAL D UMENT: Draw go. W17-54, titled "SS-3550 Aluminum Outswing Door (L.M.I.)", sheets I through 15 of 15, ated 05130/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration dabNIL%ni-Dade-Gaim° Con 1 Section. MISSILE IMPACT TING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent -rabe with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0421.10 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 January 7, 20 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 l� Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.124005.02) 2. Drawing No. MD-3550.2-LM, titled "Storefront Entrance Door Details - LM", sheets 1 through 19 of 19, dated 03/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of pairs of French doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8842, dated 02/25/16, signed and sealed by Idalmis Ortega, P.E. 2. 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/05/15 and revised on 04/13/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted partly under NOA No. 12-1005.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Res urces Manuel Per E. Product Control Exi er NOA No. 17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Quanex Part Super Spacer® Standard by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 Thermal Conductivity 0.881 BTU - in/ hr.-W °F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. 4. Quanex Part Duraseal® complying with ASTM C518 Thermal Conductivity 2.22 BTU -in/ hr.-ft? °F, ASTM F 1249 W VTR -Pass, ASTM D 1434 Argon Permeance- Pass, ASTM E 2189 I.G. Durability -No Fog, ASTIvI E 546 Dew Point Development - 20°F in 48 hrs. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7137, dated 12/10/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. 4. Testing proposal issued by the Product Control Section, dated December 9, 2015, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.09, issued to PGT Industries, Inc. for their Series "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Transom - L.M.I. approved on 07/30/15 and expiring on 01117/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-54, titled "SE-3550 Aluminum Outswing Door (L.M.I.)", sheets 1 through 15 of 15, dated 05/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Xhinuel er Product Contro E miner NOA No.-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 1DWJ CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 AAMA 1304-02 and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 6" Edition (2017), dated 06/30/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of confom�ance, cc g with FBC 611, Edition (2017), an of no financial interest, dated June 30, 2017, sued by Al-Farooq Corporation, si and sealed by Javad Abroad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that the current NOA issued to PGT Industries, Inc. be rescinded, signed by A. Lynn Miller, P.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal #16-14341;issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. 1. Notice of Acceptance No. 16-0421.10, issued to PGT Industries, Inc. for their Series "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Tr - L.M.I., approved on 06/02/16 and expiring on 01/17/18. Manuel P P.E. Product Contro Ex iner NOA No. 17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES SE-3550 ALUMTNT)M OUT -SWING TOO4 DOORS (WITH ADA THRESHOLD) NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS (WITH BUMPER THRESHOLD) APPROVED FOR WATER INFILIRARON RESISTANCE, SEE SHEET B FOR UMNATIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5714 EDIRON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HWZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESI TIANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCITONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR SNCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUDS. CODE & ADOPTED STANDARDS. MIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING MR WATER INFILTRATION RESSTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS' USE DMUNG AS FOLLOWS. 1• SELECT SINGLE OR DOUBLE DOORS FROM SHEET 3 OR SINGLE OR DOUBLE DOORS WITH TRANSOM ROM SHEETS 4&5. 2. SEIECT GV55 TYPE ROM SHEET 2. j• DETERMINE IF THE DOOR WILL BE INSTILLED IN Ni OPENING "ERE THE WATER INFILTRATION RESSTANCE IS REQUIRED. SEE SHEER S AND 6 FOR THRESHOLD TYPES AND LIMITATIONS. 4. SELECT LOCK OPTON, CORRESPONDING SIZES AND MAX. DESIGN LOAD FROM SHELPS 11 AND 12. 5. SELECT ANCHORING CONDITION AND CORRESPONDING ANCHOR TYPE FROM SHEET B. 8 OflStuINf FINAL DESIGN PRESSURE FOR THE SYSTEM, TARDY AS THE LOWEST OF ALL DIP VALUES OBTAINED. 7, FOR DOORS MOILED WITH CGI SS-3500 WINDOW WALL SYSTEM, SEE SEPARATE NOA MR WINDOW WALL CAPACITY, DETAILS AND UMTVTONS IDWER DESIGN WADS FROM STEP 6 ABOVE OR WINDOW WALL NOA WILL APPLY. m4% -Y G ° `\\\\TOIL IIII/AA'' Ul.LL1L �`�pJPD•�nBgQA. ENBE � P1tODUC1'RDVISTM) * BellBa�wiiN@e Flaida _ �= a �,• A[RPIp ,n R Q ei EOF •• � dWOB NR. Br'•.!R D? IDW17-54 1/4' ANN. GLASS I/4' HEAT SIREWD. GUss 1/4' HEAT SIREN'D. GLASS SILICONE .090' liltedger SILICONE OSD' Int.4ayer SILICONE .096' InterlVer OYI CORNING 9B5 DOW CORNING 983 SeM'Glm By 'Kuroroy Americo, Inc.' W CORNING 995 W CORNING 9&1 Troe7.1 M By 'kP." Amerlm, Inc.' DOW CORNING 995 DOW CORNING 983 SentryGlPe By 'Kuraray America, DOW CORNING 791 W CORNING 791 DOW CORNING 791 GE 7700 GE TJ00 1/4• ANN. CUSS GE 77M 1/4• MDT STREN'D. GLASS 1/C HEAT STREN'D. GLASS 2 2i ; tm m 'D m '- 2 'O F 2z 2 47, 22 2 22 r ,5 I IS i 115 \ / \ / \ / 7,S 21 21 21 I DOOR LEAF DOOR LEAF DOOR LEAF GLASS TYPE 'A' GT.ASTYPE 'B' GLASS TYPE 'C' n gnen U DOW CORNINGCONE 995 DOW CORNING 9B] 0 N n DOW CORNBEING 1.1 J700 O0 1 0 Q 1 6 P \ ro 1 n TRANSOh1 s GLASS TYPES 'A'. 'H' & 'C' c ot o — o � SILICONE W 1/4' ANN, CUSS 1/4' HFAT STREN'D. GLASS 1/4' HFAT STREN'D. GLASS DOW CORNING 995 C N SILICONE SILICONE SILICONE DOW CORNING 983 O 2 n m DOW CORNING 995 090' Interlq<r DOW CORNING 995 090" Interlger 00W CORNING 995 .090' Inlerlayer DOW CORNING"791 z m h DOW CORNING 983 SPA Glae DOW CORNING 983 Troailol PMB DOW CORNING 983 SentryGlce GE 7700 Dow CORNING 791 By 'K.,, Amenm, Inc.' DOW CDRNING 791 By '"roray America. Inc.' DOW CORNING 791 By 'Kummy Americo, Inc.' 0 n m GE 7J00 1/4' ANN. G1A55 CE 7J00 1/4' HEM' SIREN•0. GLASS GE 7700 1/{- HEAT SIPEN'D. GLA95 7/I6' MR SPACE 7/I6" AIR SPACE 7/I6' MR SPACE u 1/4 TEMP. CVSs 1/4' TEMP. GLASS 1/4- TEMP. GLASS S w U O^ a gg 22 22 , F 22 22 iDF (Q 22 22 XL EDGE SPACER a I XL EDGE SPACER I XL EDGE SPACER ST. STEEL BY 'CARDINAL' \ / OR \ / OA STEEL B1''CARDINAL' \\ / SIB STEEL BY 'CARDINAL' \ OURASGL BY 'QUANEX' \ / \ 1 OR \ I J DURASEAL BY 'QUANEX' \ 1 DURASEAL BY 'QUANEX' SUPER SPACER NXT — OR — OR IR 'QUANEX' SUPER SPACER NXT BY 'QUANEX' SUPER SPACER NXT EY 'QUANEX' DOOR LEAF GR DOOR LEAF OR DOOR LEAF OR KODSPACE 4SG WS KODISPACE 45G TPS KOOISPACE 4SC WS GLASS TYPE 'q' gy •KDMMERUNs' GLASS TYPE 'E' BY'KOMMERUNG' GLASS TYPE 'F' BY 'KOMMERUNG' GLAZING OPTIONS �o�DucrRt�nsm ` mFlgin9 00K FKKde NOTE: nwlamscaae (.r/( Ol GLASS CAPACRIES ARE Ec'Piaxne Na BASED ON ASTM E1300-09 (3 SEC. GUSTS) ' '! AND FLORIDA BUILDING COMMISSION Da DM*A rl DECLARATORY STATEMENT OCA05-DEC-219 TRANSOh1 CLASS TYPES V, 'E' & 'F' 3 Si I/2' MAIL. ACTIVE ii 38 1/2' 3.L OPG. 47 3/4' S� <U 3 SURFACE FALSE MAY 99 1/T Am NO. OF MOMORS AT MG. SDIE ENDS MCNM "C"O UpfO 9B HBGHS ABWE 96 DEWS 1 4 SWM B 911M1 2 SMY 4 ]MM 0 5MM 2 SHIN B ] 8 E - B B B1 4 B a B 8 1 Et s 6 6 SWOLE DOORS LOAD CAPACITY - PST DOUBLB DOORS LOAD CAPACITY - PST DOOR DIMS GLASS TYPES TI' k 'B' G TYPES •D• GLASS TYPES 'C' @ 'r DOOR DIMS. CLASS Es •E• k '6' G S ; h' SS 'TYPES 8 'P'MUTH FRAME I LEAFROGHT .(+)IM.(-) M..(+) IM.(-) EAT.(+) OIL(-) �H�IGM �•(+) IM(-) FCR.++) INL(-)]t-3/4' WIDTH HEIEIGHT WIDTH�OHEIGM WIDIN 92-]/1' 28' 95-3/B" 70.0 80.0 90.0 SOB 90.0 120.0 60' B)-]/4' 2-1/4' 95-3/8' )0.0 80.0 90.00 120.039-1/2' 84' 35-3/4' 81-5/8' 70.0 80.0 90.0 90.0 90.0 120.0 75-1/2' 84' 35-J/4' B1-5/B' )0.0B0.0 90.0,0 in 120.039-1/2' BO' 35-3 s" 8)-5/0' )0A 80.0 6.9 .0 120.0 ) - 90' -] 4' B)-5/B' )0.0 80.0 860 120.098' 35-3/4" 93- 0.0 B0. 81.4 B10 0.0 120.)5-1/2 96 35-J/4 eJ-5/B 0.0 80B B1.4.0 120.0- 35- ]-J/0' )0A 80.0 80.0 0O0 90.0 120.0'IOU B00.0 120.051-1/2' 120' 4)-J/4' 11)-9/B' 80.0 f00.0 99-1/2' 1T0' 4)-]/4' 11)-5/8' - - -.0 100.0 SEE SHEET 6 AND 7 FOR WATER INFILTRATION RESISTANCE AND POSITIVE(+) DO UNITS NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL -)( I."V 11 - 3 1 ' \L0k-( T 1 Z R�; F� NIS ILa ByI ato town It p oWm cr o' II II paolm o8 pary�A II I I II � v p' II y. C IL 11 O ` pp ol- ow w yo= 8y�a ii z c o�na n �Nhn 3 AND DESIGN LOAD MMDE TO BE REVIEWED SY BIBG. OmDM2. CLASS D.LO. FORMULAE: (ODOR) D.L.O. WIDTH = FRAME WIDTH - 13.0' (% MO _ (FRAME WIDTH - 22.5')/2 (MX O.L.O. HEIGHT - FRAME HEIGHT - 15.0' DOOR LEAF HEIGHT = FRAME HEIGHT - 2.375' drawing no. a``.. W17-54 3 ]5 Ilr M. 16 E SQIflSWRHREINF.55 m Z Q 4 0R` yro� 8=wH O�m a 000 WW \ 0CCD x .O LL 4-' Saia C 5.2 I 1 IIII 1 / U a IN ji / pw �' � IIIIIII o0 jl \ DING I / I oNh i II II 88dd \ Q : i LL y 1 U p 4 J nll \\ a Jill$a 0-2w 26 1/Y• TOT& NO- OF AROW 6.L. OPG. AT U1G. STU EN ANCHORS AT 36 3/<' ANCHDI W. F HEIGHT DOOR MULUDN IYPE UPIO 96 IN. 30K 9B W. SEE SEPAP r NOA W WIDTH 6 'I 9 FOR MILLION DEWS BI 6 T AND DESIGN LOAD LIMITS 1O BE REVIE\YEO BY BIDC. OFTICML NOTE: FOR DOORS CAPACITY SEE SHEET 3. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART SHEET 5. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. FORMULAE- 11TRANSOM D.L.O. WIDTH FRAME WIDTH - 6.0• D.L.O. HEIGHT = TRANSOM HEIGHT - 6.0' dW1 �07-54 I FRAM ors � I // III o II p p I -AL I SINGLE DOORS mm TRANSOM CAPACITY - PSF {FAME MORI DDOR HBWif TRNNSOM HEIGHT BTTROUT RT.(+) RENT. NT9T1 W. TNT.(-) W.(+) INT.(-) 51-1/2' So. 12' 9OA solo solo 100.0 18' 90.0 solo solo 100.0 24' SOO 90.0 90.0 1D0.0 38° 60.0 66.7 60.0 66.7 42' S4.> 60.6 54.0 60.0 51-1/2' (%) _ B4 12" solo solo solo 100.0 19' Goo 90.0 90.0 100.0 2f 90.0 90.0 90.0 100A JO' >20 Bolo J20 60.0 36' 60.0 66.J 60.0 66.2 51-1/2" (%) 90' 12' 90.0 90.0 90.0 Iwo 16' 9o.0 solo 90.0 100.0 24' 90.0 90.0 90.0 100.0 JO' n.0 Bolo J2.0 60.0 51-1/2' (%) 9C 12' 90.0 90.0 90.0 100.0 1B' 90.0 90.0 90.0 ID0.0 24' 90.0 90.0 90.0 100.0 51-1/2" 12' 90.0 100.0 51-1/2" (%) 1o8' 12' - - 90.0 IOD.O FRAfAI I ors II I \ / 2 I � O I DOUBLE BOORS )ADDS TRANSOM CAPACITY - FSF FRPME pODR TRANSOM lUTROUT REINF. 9TTR F. wIOTH HEIGHT NFBGM E%T.(+) IM.(-J En.(+) I IW.(-) 75-1/2' so. 12' 90.0 90.0 90.0 100.0 90.0 90.0 90.0 too.0 24" - - 90.0 100.0 75-1/2° (x%) 84• i2" 9D.0 solo solo 100.0 16' 90.0 100.0 24° - - 90.0 100.0 75-1/2" ON so. IV 90.0 100.0 18. - - solo 100.0 24° 90.0 100.0 75-1/2" (xx) 96' 12' 90.0 100A 16' 90.D 100.0 24• 90.0 100.D 75-1/2" 102' 12• - solo 100.0 75-1/2' (xx) 108" 12" - - 90.0 100.0 y TRANSOM MTTBOUT SERIF. NOTE: FOR DOORS CAPACITY SEE SHEET 3. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. • 6y� Crowing no. 9a�` W7 BUMPER THRESHOLD APPX'0 FOR WATER MFILTMWN R6¢IM'CE uuR RA% M. LOADS M +20.0 PSF BUMPER THRESHOLD W/ 1-112" RISER APPR'D FOR WATER FDLTMDON RESISTANCE WAR NAM. W. u TO i50.D PSF BUMPER THRESHOLD W/ 3- RISER APPR'D FOR WATER INDL mim RESISTANCE uWR M . EMT. LONs TO I80.0 PSF 4a W17-54 WOOD XYPICALANCHORS: SEE ELEV. FOR SPACING \ r LIMP A_ / P e ON W' d (N-177 KSI, FY-155 KSQ— IWO 2W WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION IWO WOOD (HEAD/JAMBS) THRU 1BY BUCKS IWO CONC. OR MASONRY 1-3/4' MIN. EMBED IWO CONCRETE (HEAD/JAMBS) 0 1-3/4' MIN. EMBED IWO FILLED BLOCKS (JAMBS) DIRECTLY IWO MASONRY N1-3/4' MIN. EMBED IWO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES IWO CONCRETE AND MASONRY = 2-1/2' MIN. IWO WOOD STRUCTURE = 1' MIN. m ANCHOR CL TO CI OR_'TDNCE INTO CONCRETE - 3' MIN. INTO FILLED BLOCKS - 4' TYPE 'B'- — — — — — u=VT K51, FY-155 OR) ' DIRECTLY IWO CONCRETE 1-3/4' MIN. EMBED IWO CONCRETE (HEAD/SILL/JAMBS) ANCHOR MOE DISION ES INTO CONCRETE - 2-1/2' MIN - '3 ANCHOR CL TO OIL DISTAu _ IWO CONCRETE - 3' MIN. FILLED BLOCKS = 4MIN._ J Ir _ — _ _ _ I �E 'C'- 1 /4' DIA TEKS OR SELF DR(UUN9 SCREWS (GRACE 5 OR ' INTO MWMI-DADE COUNTY APPROVED MULLIONS OR 0 INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE 4 ALUMINUM: 1/8' THK. MIN. (6053-T5 MIN.) '^ STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) t j ANCHOR EDGE DISTANCES IWO METAL STRUCTURE - 1/2' MIN. — J WOOD AT HEM OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 GROW FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. TYPICAL ANCHORS.• SEE ELEV. FOR SPACING 'Al - S/16' O A DLTReCOM W 'ELCIO'. (F-1-77 KS, Fy-155 K9) IWO WOOD SIRUCTURES 2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS IWO CONC. OR MASONRY 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 3/4' MIN. EMBED IWO FILLED BLOCKS (JAMBS) DI MY IWO MASONRY 1- /4' MIN. EMBED IWO FILLED BLOCKS (JAMBS) INCHOR EDGE DISTANCES TWO CONCRETE AND MASONRY - 2-1/2MIN. INTO WOOD STRUCTURE 1-1/4' MIN. ANCHOR CL TO CL DISTANCE IWO CONCRETE = 3' MIN. L _ INTO FILLED BLOCKS - 4' MIN._ F-TYPE 'B1'_ /16' D A TRA ON BY 'P CO' (N-1» KSI, F,155 KSI) DIRECTLY IWO CONCRETE 1-3/4' MIN. EMBED IWO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES IWO CONCRETE = 2-1/2' MIN. ANCHOR CL TO CL DISTANCE IWO CONCRETE - 3' MIN. L_ _ IWO FILLED BLOCKS - "IN. rTPE 'C1'- 6/16' DI TEKIT OR SE1F OR INC SCREWS (GAME 5 CRSI INTO MIAMI-DADE COUNTY APPROVED MULUONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6053-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2' MIN. — J WOOD AT HEAD JAMBS - 0.65 MIN. CONCRETE AT HEAD. SILL JAMBS V. - 3000 PSI MIN. A C-90 GROW FILLED BLOCK AT JAMBS Ym - 2000 P51 MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. L I'l G �o w� F� SOR 8�~� � A O a� m 0 o= O N IX a H 111ME W17-54 O UTERIOR O O 1/4' MAX, LOCK O"ONS EMRIOR 0, mR�mUGTR6\'ISFDy- drn:miw�R' n�Ramz c4e� l7-f114.01 F F Z s 5 02� p sap LL zw= juZ°m q� Q WOmIY n OM REINF OD. HEAT 5 arum i w Oe H up5p 0 LLZW m°Ow �i i Q�Im4: _ i rit _ EXT. po c S � R N.UMI- MISSMIM ODUMT APPROVED rARCE RE IMPACT RESISTANT SIDREFROM SYSIETA, p K SS-J500 'CC sm S EPP WINDOWS' O NOA FONOR NG R NDOOR U MD LOAD MAPAC FASTENERS DETAIrS MD LO4D GPACRY ? O FnP i EXT. roar wIDTN PRODUCTTtE,ISFD _ No -IflQol 9 6 n Exini.n D. p`., OF F• '•�i;o�!l... ...aaFW77-54 dmwin9 no. LOCK OPTIONS: OPTION AS STD 3 POINT LOCK MAX. FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD - +90.0 PSF -120.0 PSF ACTNE LEAF: 3 POW LOCK SYSTEM SERIES 206-3P BY 'REGENT AT 40' MOM SONOM NANOLE ACRVATO 5 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HFAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO A211VE LEAF LOCK S LE WITH (2) #10-32 X I' M MACHINE SCRLYIS INA�F 2 POINT LOCH SYSTEM BY 'REGMY AT 42-1/2' FROM BOROM HANDLE ACTNAMS SHOOT BOLTS ENGAGING AT HEM AND SUL FASTENED TO INAGNE LEAF LOW SRFE WRH (1) Q6-U X 3/4' M MMHINE SCREW ill OPTION A4 STD, 3 POINT LOK MAX. FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH — 35-3/4 IN. MAX. DESIGN LOAD = +90.0 PSF —120.0 PSF ACTNE LEAF. 3 POINT LOCK S15TELI SERIES 2222 BY 'RODW AT 40' FROM BOTTOM HANDLE AGNATES 6 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEM AND SILL KLY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO A W LEAF LOCK STILE WITH (2) /10-32 X 1/2' FN MACHINE SCREWS INACOVE LFAF 2 POINT LOCK SY6TEM BY 'REGENT AT 42-1/2' FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEM AND SILL FASTENED TO INAC N LEAF LOCK SMILE WITH (2) p6-32 X 1/4' PH MMHINE SCREWS (1) (I6-32 X 9/16' M MACHINE SCREW I II ALTNE \ II NADnvE IIi ACINT LEAF WIGH I LFAF WIDTH I LEAF YMTH IP 4 0.TIAT}1 S OPTION A5: STD 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD — +90.0 PSF —100.0 PSF ACTNE LEAF: 3 POW LOCK SYSTEN SERIES 2222 SY 'MGDR' AT 40' MOM BOTTOM HANDLE ACTNATES 6 PLY HOOK LOCK AND SHOOT BOUTS ENGAGING AT HEM AND SU KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTFRKIR FASTENED TO ACINE L LOCK BOLE WITH (2) /10-32 X 1/2' PH MACHINE SCREWS ]NAME LEAF 2 POINT LOCK SYSTEM BT 'RESEW AT 42-1/2' MOM BOTTOM HANDLE MTNATFS SHOOT BOLTS ENGAGING AT HEM AND SILL FASTEN® TO INAOME LFAF LOCK STILE WOH (2) #6-32 X 1/4' PH W HINE SCREWS (1) 06-32 X 9/16' PH MP.CHINE SCREIV II I I 11 II ACD2 i Inctr2 i! AGIIYE LGF WIDTH LFAF WIDTH I LFAF WIDTH BB 0.1�W0E9LOLN ALL6 II!'iXPOW 00.TtARN� Vill I FA MI! DICK 0 ONS: P N C EXIT DEVICE PANIC EXIT DEVICE PANIC EXIT DEVICE jp4"U Z ^ W j OPTION 41 OPTION 42 OPTION 40: PANIC DEVICE PANIC EXITDEVICE O %n R PAN.. DEVICE E HEIGHT = 120 IN. MAX. FRAME AX. FRAME HEIGHT 120 IN. E HEIGHT = 120 IN. MAX. FRAME f E p n MAX. LEAF WIDTH = 35-3/4 IN. AX. LEAF WIDTH = 35-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. F o sL°�"Ota u MAX. DESIGN LOAD = +90 PSF X. DESIGN LOAD = +90 PSF MAX. DESIGN LOAD — +90 PSF O —100.0 PSF —100.0 PSF —100.0 PSF IL � I ACTIVE & INACTIVE LEAF• ACTIVE & INACTIVE LEAF.' S CONCFAlEO VERTICAL ROD PANIC E%R DEVICE $ 5]]0 BY 'REGENT HARDWARE' LOCATED AT 39" CON EALED VERDCAL ROD PANIC JUT DEVICE SERIES 3347 BY ' ON DUPRIN' LOCATED AT 40" FROM SILL CONCEALED VERTICAL ROD PANIC MT DENCE BY JACKSON PANIC SYSTEK' #1285 LOCATED AT 38• C ¢ g MOM SILL AT EACH LEAF AT CH LEAF. FROM SILL AT EACH LEAF. FASTENED WITH O > p O q^qy O FASTENED WITH (2) ®ID-32 X J/8• PH MACHINE SCREWS F D WITH (2) 0-24 % 3/4" PH MACHINE SCREWS (2) 1/4-20 % 1/4- SOCKET SET SCREWS AND LL o g P (2) A10 % 3/4• PH SELF DRIWNG SCREWS (2) 1 4-20 % I" FH MACHINE SCREWS (3) 1/4-20 % 5/16 CONE HFAD MS LL tog po y II II / ii — w i Ili i I I I o II MINE \ I HOL1M I I ACME n \ I INMTNE \ I I ARM II OL1NE \ I INOLTVE I I ACIIYE p Cy�j LEAF WIDTH lUF WIOTM LEAF W OM lid LFPF WIDTH IFAF WIDTH LEAF Yl OM 02N 5a o N SAF WIDTH LEAF FWD" WIDTH v3 srRuuuuxwxx 0[urtx[o ve'evoruicx 6V09 ncrws 0 [nrv'e SUBS iW 1AicN[BRALLSI.W: A4tM 1gSlCgpx00Li0N[EBL07I rz`TxRoweOu wiw 0 1 L •^: 4 1w�.NBDLLT�OEnL�PULMHMRALLoois / d 9Q)j9MwttNfoRALLSW[' roR ULSAas: mtl�y��l1�¶ lxnoweOMuinl "Tq mwT" �i PRUCFRSVTSFD ° a dYinewM lfu FlmNa D J eF"•. �: N ! "uC b u S ?I% • nMnm��9cxa[ / g14•o I � - s a a R�retiOn % O ' OF J•((/`� RoR1DP.:' ��• '��cS/.•A•,.p•� drOwln9 no. MOUIRenmx000Rmsxe NnOmc Br 0vexnax•a+000RsxaMsmOrxs Misnl vac AadwlCcaaW F%v Cy� wi—FJ4 PrtR)blp•ryIN4Lc70Rny` ////®,;'i`I\1\AT 91188E 120}15 TEEN / PART 0 I MD. DEsCGmmON MATERIAL MANF./9BPP12ER/RBNAw 1 19505 1 DOOR FRAME HEM 6063-T6 2 19505 AS REDD. MT SNAP W53-76 3 19517 1 ADA THRESHOLD 6063-T6 3A 19513 1 BUMPER THRESHOLD 6053-T6 - 39 19514 AS REDD. BUMPER THRESHOLD COVER 6083-T5 - 3C 19515 AS REDD. BUMPER THRESHOLD COVER W63-T5 - 3D 19518 AS REDD. BUMPER THRESHOLD COVER 6063-T5 - 4 1950E 2 DOOR FRAME JAMB 6G63-T6 5 19320A 1/ LFPF LEAF TOP RAIL 6063-T6 6 19521A 1/ LEAF ILEAF BOTTOM RAIL XD63-T6 - SA CGI-5 I/ LEPF LEAF 10' BOTTOM PAIL W63-T6 - J 19522A 1/ LEAF LEAF HNGE/LOCK SRLE DOfiJ-Tfi - 8 19524A 1/ LE1F LEAF LOCK STILE (INACINE) fi063-T6 - 9 19523A 1/ LFK LEAF LOCK MALE (ACTNE) 6063-T6, - 10 19622 AS REDD. IFAF ASTRAGAL W63-TB - IDA 88 X 3/4" AS MD. ASMAR . FASTENERS AT J' AGM ENDS 0 12' O.C. SF. STEEL FH SRF DRILLING SCREWS 11 AKO65.SSL AS REGO. ACTVE STILE W'STRIP ADAPTER 6063-TB ULT AB 12 19512 AS REDD. DOOR STOP 6063-T6 12A 19534 AS READ. DOOR VOP CGVER 6063-T6 128 Y10 X 3/C AS REDD. DOOR STOP FASTENERS, AT 3 FROM ENDS & 12° O.C. ST. STEEL PH SELF DRILLING SCREWS 13 19527 AS READ. SHEAR BLOCK 6063-T6 13A 19519 AS READ. BACKER PIATE. T' LONG 6063-T6 13B 19519A AS REDD. LOCK VILE REINF, FULL LENGTH 6063-T6 14 19564 AS REDD. LEAF W`VRN ADAPTER 6063-TB IS 19525 4/ LEAF GIFDNG BEAD (IAM. GLASS) 6063-T6 I&A 1952B 4/ LEAF GIBING BEAD (I6SUL LAM. GLASS) 5063-T6 16 19504 4/ LEAF GUTS VOP (WA. GLASS) 5063-Te 1fiI, 19518 4/ LEM CLASS STOP (INSUL LAM. GLASS) 6063-T6 17 19501 AS READ. TRANSOM FRAME HEM 6063-76 18 1951D2 AS REDD. TRANSOM FIN SNAP 6083-TB 19 19507 AS RE00. TRANSOM ME 6063-Tfi 19A /10 X 3/4' AS REDD. BASE FASTENERS. AT 3' FROM ENDS & 8" O.C. ST. STEEL PH SM6 20 MID AS REDD. TRANSOM REINFORCING 6063-T6 - 21 1682 2/ WE SETTING BLOCK, 3/I6" X 2/16' X 4' LONG DAN AT 6' MOM EACH END. OUROMENER 65T5 21A 1704 2/ WE SETTING BLOCK. 3/1V X 1-3/32' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 85t5 22 13061 AS REDD. OWING WEDGE (DOOR) UPON DUROMMR 6525 SHORE A 22A 13144 AS ROOD. INTERIOR OWING WEDGE (TRANSOM) MGM DUROMEER 6535 SHORE A 220 61323 AS REDO. EXTERIOR GIAZING WEDGE (TRANSOM) SANTOPRENE DUROMETER 80t5 SHORE A 23 19540 AS RE00. SULK W'STRIPPING AT DOOR STOP SOFT PNC 24 67924G AS REDD. MISSAL PILE WSIRIPPING WOOL 25 19542 AS REDD. RNSEAL PILE WSR6PPING (ACTIVE LEAF) _ WOOL 26 19535 AS REDD, BLITT'HINGES 9. STEEL RECENT 4001 264 19531 AS REDD. HINGE HACKING PIATE, 1/4' WK. ALUMINUM 26B 112-24 X 1/2' AS REDD. HINGE INSTALLARON FASTENERS V. STEEL FH SMS 27 19562 AS REDD. BUG SWEEP (OPTIONAL) 27A B6 X 5/9' AS REDD, BUG SWEEP FASTENERS ST. STELA PH SMS 28 #12 X 1-1/2' AS REDD, FRAME ASSEMBLY FASTENERS ST. 9EEL WIN SMS 29 5/16-I6 X Y AS REDD. LW ASSEMBLY FASTENERS 5T. STEEL CARRIAGE DOLT NA 5/16-18" AS REDD. IEV ASSEIASLY FASTENERS SI. STEEL HEX NO 30 1/4' X 1-1/2' AS REDD. SHEAR BLOCK FASTENERS ST. STEEL FH SELF DRILLING SCREWS 31 601 AS REDD. THRESHOLD ANGLE (2' X 5' X 1/e K 1-3/4' LONG) 6063-T6 - 31A AB X 3/8' AS REDD. ANGLE FASTENERS SL STEEL PH SELF DRILLING SCREWS HINGES; 4-1/2' LONG FLUSH MOUNT ME BUTT HINGES BY 'REGENT AT 9" FROM TOP AND BOTTOM AND 26' O.C. MAX. FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(IFAF). SEALANTS, ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. to Tv Z ^n y� N gnsn SG V Oufm 0 b IN D Q�wms� f) C ®APT � •I 8 S • <f/� dr6WDIg no. 3,. W17-54 J.69J .168 125 1.]49 TP. 5.]4J 5 J.]09 .6]4 1.666-I 4.)4a TYP. 1YP. TOP RAIL �3.542----1 1J50L-1- 1.]25 .125 ttP. 4.624 > LEAF HINGE/LOCK STILE ..y,819 062 1.000 _L .630 I� t5 GLAZING BEAD TAM. CUS6 .fi]O--I 15a 14] r4.999 WF- .100 L000 1.]I49 _1 2J49 ___LLL 1� .125 ttP. GLAZING BEAD 4.630 INSUL UY. GLASS t) TRANSOM FRAME HEAD 3.626 094 -T .123 iTP. 1.121 062 1.000-1 TP. .454 4.190 16 TRANSOM GLASS STOP 1e TRANSOM FIN SNAP uu. cuss 062 )yp, 094 1.4)6y� iYP. vtzl 1.000 3.306 .�I b- L �.125 LJJ] 1� TRMISSUOIM G . GS s OP� .10019 TRANSOM BASE`6LEAF 4.940..050 WP. 1.223 F25 .125 94 LEAF V/'STRIP ADAPTER TRANSOM REINF. 8`o ��:!' F•.',Vb PRODUCT ItEVISFD N aamdN ir11A1ti66viE4 DY11AinP C,OdL .1114.D1 p*. •*_ n�mnu-Nei L 'n Dare OF 'yam ' •"t:... OP,: Miami aEe Nofi^4 Q°S' �G ////1"Int""1q ��y Y r Z m n e J n S B O g O 4 yyrr �. O G 0 hym Q C 0 C < 0 d t C m m n S L Q w m 3: % m Pi F-�4.967 1 DOOR FRAME MEAD 050 .325 .575 1.390 L 1'1 DOOR STOP 091 .Sa4 l--4.192--1 I 2 FIAT SNAP 3.664 .125 TYP. LEAF 1.)51) .676 4AU LLk .T1Y2p5 5959 4.62s O LEAF LOCK STILE (INACTNE).250 ass 4.]39 3 ADA THRESHOLD .610 .225�.050 -� 2.056 -il DOOR STOP COVER = 3 $ 0 « U 1 C e p �n J.652� 125 ttP. � 1.]59 1.725 4.613 -1 LEAF LOCK STILE (ACTIVE) 1�2J50 .063 .204 B01T0M �- 5*3�92 I.398 1J SHEAR BLOCK 34 BUMPER THRESHOLD RAIL .tea � Oa5 n ACTIVE STILE W'SIRIP ADAPTER 10.000 LID 8.999 1.749 125_ TYP. 3.693 q DOOR FRAME ,IBfi B]6 7.5a2 u LEAF fil6 .250 1.4]0 _1 5]1 t© BACKER PLATE U LOCK STILE REINF. 4.999 . L 390 .293 2.032-•I J6 OVE BUMPER THRESHOLD CR - 211t 2]91 2.921 013 '1rP. 2.239-i JD BUMPER THRESHOLD COVER JAMB 2.14/ 1.293 1.421 .O6] 11153 9 3G BUMPER THRESHOLD COVER R $ n } e 4 dmw'n9 no. W17-54 sheet 14 of 15 1.100 .159 .666 T-:32S3 .OS] to ASTRAGAL BOTTOM RAIL ■�\\ k§ (|\ IL | \ � |§|2or F28 RAME TOP CORNE29 )|§�; - . OP CORN - � §\ i \ TRANSOM \\ !{ � ` ` \ �A s \ `\, ¢. \ \\( \ ~ ~1 LEAF B(TraCORN E 4. % m7 & ; /� o SCANNED File Copy RECEIVED BY St. Lucie County AUG 0 7 2019 MIAMI•DADE ST. Lucie County, Permitting MIAMI-DADE COUNTY • m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR ES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION � (g 0(tt T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) REVIEWED F0. . N•miamidade.poyleconomy CGI Windows and Doors, Inc. tl'C� Y9 E i17Elt{ 10100NW25°Street CODE COMPLIANCE Miami, FL33172 ST. LUCIE COUNTY�Use SCOPE: ^��/� This NOA is being issued under the applicable rules and r#919 "gov g f 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 produ ena s to meet the requirements of the applicable building code. This product is rov as described rein, and has been designed to comply with the Florida Building Code, includin the H'gh Velocity Hurri e Zone. DESCRIPTI N: Se ies "SS-3500" uminum Storefront System — L.M.I. APPROVAL CIIMENT: ing No. W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5. , an 7 through 15 of 1 ated 0 /17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, R , earing Miami -Dade Cyunty Product Control Revision stamp with the Notice of Acceptance number d expira 'on date by the Mi i-Dade County Product Control Section. MISSILE IMPACT RA G: Large and Small Missile pact Resistant. LABELING: Each unit shall ar a permanent label ith the manufacturer's name or logo, city, state, model/series, and following statemen . 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 and renews NOA# 16-0505.04 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. r NOA Noa17-1114.02 auExpiration Date: �a�il i I1 Approval Date: Decem er 28, 2017 111 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No.124005.01) 2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1005 01) 2. Test reports on: 1) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1005. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and EconomicResources(RER). �v Manuel Pe .E. Product Control xa iner NOA No. 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a' Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to POT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: I) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idahnis Ortega, P.E. Manur]Exiner P.E. Product Cont NOAN14.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C�><N�SiI1 W.V40_(1 W 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 6t' Edition-(2017), dated 07/13/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, compl ' with FBC 611 Edition (2017), and f no financial interest, dated July 13, 2017, issu by Al-Farooq Corporation, si and sealed by Javad Abmad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that the current NOA issued to PGT Industries, Inc. be rescinded, signed by A. Lynn Miller, P.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal 916-1434R, issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0505.04, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I., approved on 06/02/16 and expiring on 01/17/18. 1Vlanuel P rez .E. Product Contro Exa finer NOA No. - 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-3 WINDOW WALL SSTEM WITH WINDOW INSERT RONFORCING AS KIN. SEE SEPARATE NOA FOR WINDOW CAPACITY 4 !.0 �SEE SHEET 4 LONER RATING OF WINDOW OR TFE fOR CNPLT➢' _ I WMOOW WP11 SstEM WILL CONTROL --- A L11 \ T5. t e YI I -i1 tl I 2 IF / GA, / �' Y / 13 \III iA II LL - - =z- �I _____ ID •� 1 / W L 1� Jh II D.L OPG. MOTH SEE SHEET 3 An Ish I A A I /- 1` I - I I 1 I HFAD NA%. MULLION SPACLNG SRL SEE SHEET 4 ANCHOR, TYPE A, B, 61 OR C, C1 R 3 OR4 AT EACH SIDE OF MULLION SEE SHEET 5 SF.RTES SS-3500 ALUMINUM STOREFRONT SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND M ED TO MPLY WITH THE REDOIREMI OF THE 2014 (5TH EDTION)/20 STH EDITION) FLORIDA INC CODE INCLUDING NIGH VELOC RICANE ZONE (HVHZ). 1BY OR NS-&'BOC�ERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSBRUCITONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SMALL. BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME IWO CONTACT mM OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BOG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THE PRODUCT, ADEQUACY OF STRUCTURE RECISIONS THIS PRODUCT AND SEALING AROUND OPENING MR WATER INFILTRATION RESSTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE M BE ANAL= SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL Z3 C 6 O.L. CM. MOTH SE SHEET 3 la Q �n 8N An iWtlm �. $ e \III II/ II I I I I I I __DOOR MULLION ANCHORS HEADNSRC HEAD SEE SHEETS 6 & T CORNERS SILL ANCHOR SPACING AT TRANS JAM05 AN WIDTH 'W' UPTO 60. WIDTH W' ABWf 1. 1TPE5 1/4' SHIM m-] 0 S 0 SHIM 1 2 SHIM _ _ 1 4 SHIN ] B SHIN i 1 SHIM Yy g _ _ B 14-5 16 C 15-1 4 11-3 16 A] A 10-1 ♦ A 0-1 ♦ 1 9-3 4 7-1-0:5-] 1 01 6 1, 4 A B-1 ♦ I B-S 4 CA ta' H- 4 Ill- 4 A114 Ato-t a e-1 2 INSTRUCTIONS: USE CHARDS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REWIREMENIS BASED ON WIND WLOC". BOG. HEIGHT, WIND ZONE USING APPLICABLE ASCE T STANDARD. STEP 2 SEE CHATS ON SHEET ] FOR GLASS DESIGN LOAD CAPACITY. STEPy} CHECK MUWON DESIGN LOAD CAPACITY FOR A GWLN SPACING AND HEIGHT USING CHARTS ON SHIM 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 5 THE LOWEST VALUE RESULTING MOM STEPS 2, ] AND 4 THAT EXCEED THE DESIGN WIND PRESSURES COMMANDO MRU STEP 1 SMALL APPLY TO ENTIRE SYSDEIN. STEP 6 FOR MTEMS WAN MNOOLY OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT, WHOOP OR LOUVER WILL APPLY. Dp OPENINGS SIN '0' PANE1- DLO WIDTH = FRAME WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" 0 I.RATED FOR LARGE &SMALL MISSILE IMPACT. REQUIRED. L`J- Elio 2 y 2Fi? `v All 111T,�;^�qQ„p�_,, IFIYiAH wi IRODUREVISED LT 01hAFww 11 I cxP'in'/lj' n➢IIelc T���[[AggA///[[/ EOF � tl 1 .f1nD. oRm�%CZ ` W 17-52 /' AS�ONAIttPAAA sheep 1/4' ANN. GLASS 1/4- HEAT STREITD GLASS 1/4- HEAT SMEN-D GLASS SILICONE .090- Intedwer SILICONE .090" Into." SIUCONE .090* 1 DOW CORNING 995 Sent,01- DOW COMING 995 T.0.1 � DOW COMING 995 SentGl.. DOW CORNING 933 By In.., DOW CORNING 983 By kuramy �riicc, Inc.' DOW COMM 983 By y AnWric., In..' DOW COMING 791 DOW CORNING 791 DOW CORNING 791 GE "Oo 1/4- ON. GLASS BE 77M 1/4' HEAT STRSN-D GLASS GE 7700 1/4- NEAT SMEN-D GLASS IS In 6 6 7 7 7 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE V 1/4- ANN. GLASS 1/4- EXT STREN'D GLASS 1/4- HEAT STREWD GLASS .090' M�rl.,, .090- Intcm.y., .090* htcday., SentqGlas .;f.1 PVB Sent,Gl.� By 'Kumroy Annerica. Inc.' By 'kumray Amenco, Inc.' By 'Kumray Amedco. Inc.' -1/4' ANN. GI.ASS -1/+- NEXT STREWD GI -ASS 1/4- HEM STREN-D GLASS SILICONE DOW CORNING 995 7/16- MR SPACC SILICONE now CORNING 995 7/18- AIR SPACE SILICONE DOW CORNING 995 7/16- MR SPACE DOW CORNING 983 DOW CORNING SIM DOW CORNING 983 DOW CORNING 791 1/4- TEMP. GLASS DOW COMING 791 1/4' TEMP. GLASS DOW COMING 791 1/4- TEMP. CLASS GE 77CO GE 7700 BE 77OU In 6 6 XL EDGE SPACER XL ENE SPACER XL EDGE SPACER 5F. STUL BY 'CAROINAt! 7 ST. STEEL BY 'CARDINA-- 2 OR g OR 0 OR OURASEM. BY 'QUANEX* 8A OR DURASEAL BY 'QUANEX' OR N \ 8A DURASEAL BY III OR SUPER SPACER Nn BY QUI SUPER SPACER N" BY QUANEX' SUPER SPACER Nn SY 'QUI OR DR OR KO SPACE 4SG TPS D� KDOISPACE 4SG TPS MODISPACE 4SG PS BY KOMMI BY -KOMMERLING' BY -KOMMERLING' GLASS TYPE I GLASS TYPE 'E GLUSS Tyj3E -F- LZZ n GLAZING OPTION I P 0.4 2 9 ixa� , �Rp 8.91 CIO 0 0 0 0 0 10 2� d,o.ing n.. Wl 7-52 9 L p c P-4. I " '(sisno '03S 0 60-00CL3 V41SV NO (13SVS 3UY 133HS SIHI 140 S31WOV&D SSY1O zg—LLM .. ......... :31ON 'Ou 5u!mvjp Z jam 7,9-biu. F�,$ VOL DOB P/L-Lg OWL 006 4* C'M 006 c-on 006 N. AE WITH 0 . Tozi 003 LI'll I'LL% Ca I'M 579 WWI Olos owl 0,06 .4* ----- - O'COL am Z/t-gzl t/1-G, DaL D-Cs Ac DOZI 006 Wl-fe owl vas 0 Owl .1/1-Lg 006 owl 006 .41, Val Too VOzt C-06 Sc 0 OU Vos -DCO1-- OFOR BE OWL 006 Ball 0*06 .41 o0zi OTO .9c a"! Cog woz, 008 M 094 0 ,/L-Bg WWI Vos C901 Wall */L-L9 M as" woo Z/L-05 I, a or—, 0 OR OCR 008 Vat D o or—, on.Al 009 VOL "Cog WOO 7�09 -060—L OZL Woo Ei VCR Vat - - - - .,/L-69 VOOL a OR - - - - .*/L-Lg 0 WOOL Vag I U I'LL L It z Z9 991t Voo Z LL z a Z,a G*L9 Z/L-pi IV OOZL VCR 009 009 Too 001 OVZ&& 006 009 a Cis a VOL 30 -09 0.09 1 - - - - - 06*96 0 EL 6*0 6 n a'" T99 V/I-LG > COOL Woo VIL VII VIL rz9 */[-Lg 62 Wall 799 rLz ZLL --Ffa— SLO .?/L-99 I, VOU V06 009 0 OR VOR Tat > q Z 0 JO owt —Woo 009 am VOQ VOL SC ,Q WOZi V06 0109 on ON Oat .0 no VZ4 OVQ a" T" 0,99 .*/L-69 a 95 VZL a" 019 T" 0,99 r 4`901 0`09 VIL VIL ML no ,/,-Lg 10 9 901 W99 rIL Z*44 I" G-L9 ZA-l's IV VOU (TOG woe 0*09 */I-gV 54 V2 0*0 2 S— ON22 ORN i 22.8 122 --M� .9c C. VOL I I/,- I Jb� (-)'INI (.)M ... acm 01 a A I .a. -v- 9 'A v .8. WMON 1� S�o 3� ss"D L. I Kam -01-0 —.. —0,D I BOOR Y ON DESIGN EOAD WAUW - PSP NOMMAL OMS. NULL 'ONI' NULL 'OM2' MULL 'DN3' WOIM 1. all• 36" 37-3/4' M. 49-3/4' Sa' 60' 72' 00' 90A 90.0 90.0 120.0 BOA 120.0 90.0 00.0 BOA 120.0 90.0 120.0 NA 90.0 90.0 120.0 90.0 120.9 80.0 90.0 NO 120.0 90.0 120.0 WA 90.0 90.0 120.0 90.0 120.0 SOA 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 INN 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 81.7 81.7 90.0 120.0 90.0 120.0 24' 1. 35' 37-3/4' a8' 49-3/4' M. BO" 72' 84' 90A 90.0 20.0 12MO 90.0 120.0 900 90A 90A 120.0 90.0 120.0 90.0 90.0 9a.0 120.0 90.0 120.0 90.0 BOA SOA 12MO 90.0 120.O 90.0 BOA 9D.0 IR0.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90A 90.0 90.0 120.0 B0.0 120.0 U4 BBA INA NO 120.0 J3.J ]]J `0O 90.0 116.6 90.0 120.0 24' 1. 35' 37 6' 54" 6p' ]T MO 90.0 90.0 12DA 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 NA WO INN 90.0 120.0 Ba. W.0 INN 90.0 INN 81.5 -A INA 90.0 120.0 .7 90.0 120.0 .0.0 120.0 M5 72.5 MA 115.7 90.0 120.0 65.2 6Y2 90.0 1d1 SOX 120A fi41 54.4 H6 WA 90.0 loos 24' w U. 3]-J/4• 48• 49-3/C W 60' 72' 97-0/C 90.0 20.0 WA 120A 90.0 INA 90.0 90.0 90.0 INA 90.0 120.0 90.0 90.0 90.0 120.0 NA INN No 9a.0 WA 120.0 ODA INA n.2 P.2 "A 120.0 90.0 120.0 74.5 74.5 90.0 INN 90.0 120.0 68.7 68.7 90.0 111.3 90.0 120.0 618 515 BOA 100.2 90.0 116.1 51.5 515 63A 05.5 90.0 96.7 1. 1. 36' ]7-0/4' 46• 49-3/4' Sa' 60' 72' 1p8'900 - - 90.0 INA 90.0 120.0 - - 90.0 120.0 B0.0 120.0 9MO 120A M0 1200 90.0 120A 90.0 120.0 101.0 B00 116A 904 91-4 .0.0 IW 89A 89.8 90.0 INN BOA 80.8 GOA 93.4 67Z 67.J 77.9 "A 1. an' 36' 48' 49-3/4' w 60'64.3 120"80.3 1-- HA 12DO 00.0 120A 90A 120.0 90.0 120.0 90.0 107.1 90.0 120.0J7-3/4' 90.0 102.2 90.0 i17A 80.3 90.0 02.8 77.5 D.5 89.5 89.5 71.4 71.4 825 82A 1 64.3 74.2 741 ,�- / 5 (, �' J 1 1 MIWON 'DMI' MWON 'D0 , MULMON 'DMO' Iz Ix 52.60 In 7504 64.30] 159 74 S. 5.560 5.10] DOOR MULLIONS {7 arowing no. W17-52 4 1 104 75-3/4 rll I - 120 IN 75-3/4 I'D 1 .1 M 1. got 2. gDo' 113.9 n.. MO S. 30 90.0 IOB.3 90.0 120.0 1 1 0 Do 30 90.0 90.7 solo 1 0 Do OR 15.6 09 E 37-3/4 110 900 979 900 1136 0 b M 7 '.B go 10 12 4.-3/4 W.2 GOO 10t2 No 60 7.8 79. 00 92. 90.0 9SO 90.0 113.6 '.2 w go. .'.7 mo 1r.;- w B-2 1-0 IWO 37-3/4 -L. oog g..� M.W.K 'aw, -D.- MU�OK 'DM3' 48 11� .9.3 0.3 49-3/4 75.8 nA 88.0 ".0 73.1 73.1 84.5 NA go 0.6 NIX W.7 80.7 N 112- !E SIS -00 I-B DTES I SHM EHJM I SHM w 03.9 ".. ROD .1. 0 -7 o 7... MR go. 91.6 a I, 37-�/' 77.. n.. ..0 V FK7 NDOWS' 120 1 R =CE D(*RS 0' 1.7 .1 SEE SEPMATE 0 1--3/1 69.6 69.6 54 0.1 60 64.0 NO 712 71. Lil no 112. go. I... 30 07. T23.. .0.0 1120.0 goo 12" 1 373 /4 -------- - -3 1B - PW -Due, I "a us. H C.) -4-) 120.0 90.0 NO 120.0 12D.0 117.1 115.3 WO 90.0 In. tMO 'cag Im.1 .... no I. I!az so., 93.1 .0.. 90.0 1 Mg IWO DOOR NoW.N LOAD WACM - PSF DDI uRu ul. I Nam Inme mou ...T NoNo -w - I-) A') 75-3/4 14 4 12.. 0 0 1 200 n a 0.2 ..a IMMU 0 1 20-D IND� ol o1.7 n.. IWO g 80,3 003 MO 120.0 "'o '20 0 1 72� 72.7 1�2 W-0 ' n.O 71.5 71.5 no 112.3 90.0 1200 I N . 60 'D IRS n D 1 2 65.4 65.4 900 102.8 1 194 90.0 112.4 900 12DO 36 .0.0 W-3/4 n-O 1030 goo 119� 0 go 0 .21 900 1.7 . 75-3/4 .6 00.0 91.1 goo 105.6 W., wo 83.0 0.0 962 24 goo Im.5 TMF X0 goo 95.7 110-9- %V2 36 ...6 a... goo IN, 0 37m3/4 - - - 72 . :5 48 1.. WS .0. .2 � 9 49�3/4 7.� NO I NO. OP ANCHORS AT DOOR MUWO� 54 75� 75,4 81A 87 .......... 3D I, TD-47 90A 1'... NEVIS No 9 "'A T.-A me .1 FJW VIT T2 '2 "' 2 37-�/' ao.1- M Z T2. . : S 48 EOF '-3/4 71.5 71,3 WA 529 .." , I Wl 7-52 it m WX PRODUC KEVISW WnrewiWw FI%Im ➢didivgC R .�ccspunI a •�2 ' Utle 13 BUCK By aer�am� m Z m O� �a s goy 0'%' 0 e� a6p� LLio itRI itwBX 311 drawing no. w17-52 IZ � .1 0 OIR 0 b '0 0 -�g2 cy 0 0 El< 0 su bol TYPICAL ANCHORS SEE aEV. MR SPACING TYPICAL ANCHORS SEE EUEV. FOR SP=NG (FU-177 <5� F,155 MR)— - - -.- -- I - - - - -1 F�-E 'A- r.E -A,'- 5/16- DIA ULTRACON BY ACO' (F-l� KSI. F�i55 KSIQ WOOD BUCKS AND MEZ& STRUCTURE NOT BY 'CGI' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLIkZING SYSTEM 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/Jimes) 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU IBY BUCKS INTO CONC. OR MASONRY THRU I BY OR 2BY BUCKS IWO CONG. OR MiISONRY r 1-3/4' MIN. EMBED IWO CONCRETE (HEAD/JAVBS) 1-3/4� MIN. EMBED IWO CONCRETE (HEAD/JAMSS) 0 0 1-3/4- MIN. EMBED 114TO FILLED BLOCKS (JAMES) 1-3/4" MIN. EMBED IWO FlU-ED BLOCKS (JAMES) 0 r, 0. DIRECTLY IWO MASONRY DIRECTLY IWO MASONRY w x 1-3/4- MIN. EMBED IWO FILUOD BLOCKS (JAMES) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES ANCHOR MOE DISTANQ IWO CONCRETE AND MASON" = 2-1/2' MIN. INTO CONCRETE AND MAMNRY - 2-1/2" MIN, INTO WOOD STRUCTURE - I' MIN. INTO WOOD STRUCTURE - 1-1/4* MIN. 0 ,n z ANCHOR CIL 70 CIL DISTMCE ANCHOR CL TO CL DISlANG IWO CONCRETE - 3' MIN. IWO CONCRETE - 3" MIN. L IWO FIU.ED BLOCKS - 4* MIN. IWO FULD) BLOCKS - 51 MIN. 1 — — -j - — — — — — I — — — I — . — --I Fw-PE 'a'- Ile QIA IIlTRNQONl BY '�CQ' (Fu-ln KS*I, FY-155 FTflPE DA ULPACON SY 'ELCO (ru-177 KSI, FY-155 KSI) DIRECTLY IWO CONCRETE DIRECTLY INTO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE 1-3/4" MIN. EMBED IWO CONCRETE (HEND/SlU-/JAJJBS) ANCHOR EDGE DISMANCES ANCHOR EDGE DIS7ANC INTO CONCRETE - 2-1/2- MIN. IWO CONCRETE - 2-1/2' MIN. 10 In ANCHOR CL TO CL DISTANCE ANCHOR CL TO CL DISlA4C IWO CONCRETE = 3' MIN. INTO CONCRETE - 3" MIN. INTO FILU�D BLOCKS - 4- MIN. INTO FILLED BLOCKS 5' MIN. I. . . . . . --- — — — — — — --i F -- — — — — — — — — — — — -- FTYPE —'C'- —1/4- D—A �—q OR—SELF—DRIM—NG SCmW —(G�-5 CAS—) TYPE CIA TEKS OR SELF QRIU ING SCREWS (G� 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MUUJONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES INTO METAL STRUCTURES BEYOND METAL SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE (3) THREADS MIN. PENETRATION ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) BE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL 1/8- THK, MIN. (Fy = 36 KSI MIN.) (STEEL IN CONT� WIT)i AUUMINLM TO DE PILATED OR PANTED) (STOOL IN WNTACT WITH ALUMINUM TO BE PI.ATOO OR PNWM) eRMUCTUVISED N ANCHOR EDGE DMANCES ANCHOR EDGE DISTANCES auW sOnn, IWO METAL STRUCTURE - 1/2- MIN. L IWO METAL STRUCTURE - 1/2' MIN. --,i. z 0 r dmwing no. -L I OF — — — — --- . . . . . . — — — — --- — - WOOD AT HEAD OR JAMES SO - 0.55 MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. -12 1 Wl 7-52 CONCRETE AT HEAD, SU OR JAMES F, - 30DO PSI MIN. CONCRETE AT HEAD, SIU. OR JAMES Vo - 3000 PSI MIN. M. Dodl� C-90 GROW FILLED BLOCK AT JAMES f'. - 2000 PSI MIN. C-91) GROW FILLED BLOCK AT JAMES fin - 20DO PSI MIN. Pimv ".1111" c I ELF WPIC& ANCHORS . s¢ ¢ . FOR SPACING BUCK rwA CHOPS IG .." 21 - 1 Z mm n� NE O 9 Cm 0 G„N 0 odd 2N 0 go, U4 HBO MMI-DARE COUNTY APPROVED LW GE MI4RF IMPACT RESISTANT DOOR EXTERIOR SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. F30DUMPLEVISM ss mmdYimw'M Ur FWds M QFQ � C0 u Lod` Q �np tI od C m ntoC C) i Q W j umm¢ QumE me J R OF drawing no. W 1752 c � - c � � _ • 1 M- lJ C W17-52 SL Jo fl laaas ` J_Aib�p/rar 'C"I '1510 30h3 Z9—L LM ®; yuiaoy: a,`r-p%' ?wards and UG MIS •ou 6uixo3P �: d0 .Wpa� ZM IM Sadm1 Mldu - aON31J[3 HWIM a3nrwl } N_ ______r___ __T____________ _ _ _Tf_ .�J Lam_________ ____________ JF anunaa ;� �''�.•.•®.drarrP ________�S__II1 II IL__ ______ __________ i�lll NIOtld5 H03 a lllll ll1 _____ I MMFF 1 1' 4 F T YF4F 'Ail3 335 SN N' I dll ;gg 1 r- �+ - � yr'llunl 1323 �� iii ��' Ij II ZO'illh"�a'�tl rr z IMP TI!^9 I'I I'1 w!IwaalaP!^r8m<Idwaa r: _ 113MI 335 III L _ II 0351A3a J]OQOad .WOtldvl and 'XbNHZ/1 ��� lil ly'' 11 I z 333H5 335 003a sr awoa03N6aMID L3 IQ g I I Fy I I 1 ni I I al I iiI FT II I V Z c VON DONanO ONIMOH Sa3MOl IMMNRN 35n IIII I: �I S NomnIN 3I lr a 1. f y o N Q z rM ZM I'm £M + iA5 s li iY '7 i fIWlr Ili i � ' i i I^ 6 LO lM (M) (M) maim � O IIII II � ,il I I e m0 ul I�� II Im~O O F+i III cy I I I Q 111 1 'il 1 I Z III 'lI I y III �, II I u ry III � li i a � Ilil� II I S ul I I �1 I y ul I I >3;soP V i@ma PC v j=JPO o lB GCOA 1 jl il'• O GAUX � III 'a 33p A £ A a—V1Wa31Nl5 NO NI HJ 319WJIlddtl 01 H333a SNOIfIW 7raa na3n 31tl103HIM 9WtltLV a3M01 803 LO �N l3 3 L9 3 v Q R < 6 3 FRAME HEAD/SILL/JAMB 1 �OR SQUARE FRANCS p. = S.000 .094 1.750 2.T50 TT'' 25 4.D]t I� FRAME HEAD/SILL/,JAMB CIRCULAR OR ANGLED FRAMES 4.]99 1.61m 094 WP. -� ANCHOR CHANNEL 5.ON 094 IMP. MODIFIED FRAME HEAD/SILL/JAMB RECF. OR SOI FRAMES ITEM NO. PAR! NUMBER QDA29MTY BUCRRPTION MA'mE MAN'9./SUPPURR/AEYAII® 1 195D1 AS REN. FRAME HM/S6L./"B (RELY. OR SOIIME FRAMES) 600-76 - 1.1 19501 AS REM. MNIFIEO FRAME HEAD/SU/JAMB (REN. OR SQUARE FRAMES) 600-76 1A 19592 AS REOD. FRMIE HUD/SILL/JAMB (CIRCUUkR OR ANGLED HI ME5) 6063-16 18 19371 AS MOD. ANCHOR C 14E- (CIRCULAR OR ANGLED FRAMES) 600l-76 2 19505 AS REOO FLAT SNAP GDOy116 - 3 19502 AS READ. AN SNAP 6083-T6 - 3.1 19502 AS REN. MODIFIED MN SW 6063-T5 - 4 IBSN AS REOD. INTEROR CUSS SKIP (LAM. CLASS) 606}m - 4A 19504 AS REOD. INTENIOR GLASS STOP (INSUL UM. GLASS) 6063-TS 48 19573 AS PEN. INFERIOR GLASS SKIP (CUMEO GLASS) 608l-T6 5 19509 AS ARID. MUWON REINFORCING 606}76 5A 19532 AS REM. MUWON REINFORCING SIFFI. Alb 0 13144 4/ IAIE INFERIOR OWING SPACER (DUROUEFER 6535) SHORE A EPDM - 2 51823 4/ LATE EMEROR OWING SPACER (DDROMEIER 8045) SHORE A WIIOPRENE - 8 - 2/ WE SERWG 6MCI6 (WA. CLASS). AT 1/4 POM EPOM WROMERER 8025 SHORE A RA - 2/ IFFE SERINO BLDOES (RISUL LAM. GLASS). AT 1/4 POINTS EPOM OUROMEFER 8035 SHORE A 9 012 % 2- AS REM. ASSEMBLY FA5IENERS SF. SIEEL PH SELF ORRMW 10 Be % 1-5/5' AS REOD. CLASS STOP FAS%NERS. AT 2-1/2- FROM ENDS k 13-1/z' O.C. Sf. STEEL PH SELF ORIWNG 11 195M AS RENa NOR MULLION 6DG3-1`6 - 11A 19510 AS RECD. NOR MUWON REINFORCING 6063-T6 11B 19528 AS REO0 DOOR M UJON RDNAWINC 6063-T6 094 1.521 1.125 r 34 .697 4.192 dB) / FIAT SNAP .188 3.W7 4.751 4.750 4.192 4 53 J_ 1.653 09M. �1.)49-y ,188 1.22] 125 IMP. 3,893 4.999 4 W 25 L�=j L 425 �— 3625 O MULLION REINF. O MULLION REINF. 11 DOOR MULLION nA DOOR MULLION REINF. FlN SNAP z.908--yI 2.1N 1.246 H- -1r�III .O 52 .D62� .062 IYP. IMP. 1YP. 1.192 —{ 1421 i t1 21 IOW .99D I ,8, �3 2.B6J� 2.140�—11.2011— 094 TAP. GLASS STO MODIFIED AN SNAP ^ INT.LAW.GGVss OP 4A IINNSSUL WAS GU055 46 STPINCUMED GLASS H 1.OJ8 18! 4.549 .51J5 DOOR MULLION REINF. uru L Z F� C Ott Vow 0 m e' 4 O' aN Ix �1 j1 N Jun Q �ml • t ► I �a�:ragr_1:Z7:7_1:LNl�.7a--;i.Mpm ��M wing na. W17-52