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HomeMy WebLinkAboutNOA; Series 160 Sentinel Aluminium Outswing Glazed Door with or without SidelitesMIAM IIjC AM I ADE MUM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows & Doors, Inc. 10100 N. W. 25'h Street Miami, Fl. 33172 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 "160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, 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. NIISSMEBIPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2, single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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", 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 -Dad ty, Florida, and followed by the �kq' expiration date may be displayed in advertising literature. If any portion of s splayed, 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 ilrs diibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. PlasenciJ1PI( NOA No. 17-1226.05 WMAMWADECOUNTY11 Expir ' Date: August 08, 2023 �" bL(i�I2oi� v ate: February22,2018 7 - 3z) age 1 CHA TTE INT. ARCH AR 0016279 2828 N 38 TH AVE HOLLYWOOD ,FL 33021 CGI Windows & 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 files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51 Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. 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 ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite Interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5` l Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalrnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tb Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge 1VI. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflez & Saflez HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC Wh Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February22, 2018 E-3 6 SERIES SENTINEL 160 ALUMINUM OUTSITING DOOR 19/ SID APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS 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 SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN 'THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6' ANN. GLASS 075' Sonex CP With PET Core By 'EastChemical Co. .090' SoOex Clcr And Color Gloss S man By Tostmn Chemical Co.' 090' SentryGlas By 'K.Mmy America, Inc.' .090' Tmrfol PVB By Kuroray America, Ina-' ANN. GLASS SILICONE DOWSIL 995 DOWSIL 699 GE-1200 � 2 / o / 53 AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SFOR SINGLE EE SHEET 2X) AND DOUBLE (XX) DOOR CAPACITIES STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDEUM COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. oA HEAT SfREN'D CLASS .075' Saflex CP With PEr Core By 'Eastman Chemical Co.' .090' Ssfl x Clear And Color Glass By 'Eostmon Chemical Co.' .G90' SmtryGlos By 'Kumray America, Inc.' .090, Trosifol PVS By 'Kumray America, Inc.' HEAT STREN'D GLASS DOWSIL 995 DOWSIL 899 CE-1200 i i AT 1/4 POINTS GLASS TYPE 'B' 7/16- OVERALL LAM. GLASS PRODUCT REVISED as Complying with the Florida Building Code NOA-Nm 17-1226.05 Expiration Date 08/08/2023 By /� MlamFDPde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. q 0 08 Qa aio 0IL Pm0� u a �CC M c LL of FEB 15 OF . I drawing no. W13-01 /16' TEMPERED CLASS 3/8' AIR SPACE 3/16' ANNEALED GLASS 090' Intertayer Saflex Gear And Color Gloss By 'Eastman Chenueol Co.' F3/16' HEAT STREND GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 / \ 38 72 XL EDGE SPACER OR STEEL By 'CARDINAL' o \ 0 K' RASEAL BY 'DUANE SUPER SPACER BY'QuANE7(' OR \ KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS TEMPERED GLASS 3/8' AIR SPACE 3/16' ANNEALEDASS CLASS .075' Interfayer SaFlex CP With PET Core gy Eastman CZ_, Co.' r3/16' HEAT STREN.. GLASS EDGE SPACER )!AT STT. STEEL. BY 'CARDINAL' DURASEAL BY 'QUANEC' OR SUPER SPACER 19Y 'QUANEK'OR KODISPACE 4SG TPS BY 'KOMMERUNG 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL MSUL LAM. GLASS GLAZING OPTi0N5 TEMPERED GLASS 3/8' AIR SPACE F:7- (0 0 yR h Ci V �Nn O 0aM M. o 043b-a a In T\ n 1z XL EDGE SPACER ST. R 31EEL BYO 'CARDLM1AL' o ` OURASEAL BY 'OUANIX' OR � 7/0R' SUPER SPACER BY 'Ql1ANIX' 11 KODISPACE 4SG TPS BY 'KOMMERUNG' 33 AT 1/4 P01NiS _SLASS TYPfi '11W 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED 29 comply=mJ with the Florida Building Cod. MOA-No. 174226.05 Expimum Date 08/08/2023 By NllaniKDoWProduct rmntrol FEB 1 g 1018 e Hi '� a � ••'• OF ' 4V drawing no. W13-01 42' 2 ANCHORS 81 1/2' DOOR FRAME WIDTH TYPE 'A', 'S' OR 'C' AT STILE ENDS DOOR FRAME WIDTH 6. MAX Mo. W(. SEE CHART FOR QUANTITY HINGES HE" SEE NOTE ���'` 3' 'A �.. HEAD/SILL HINGES CORNERS SEE NQTE 3• 6' 3' A _ HINGES SEE NOTE BELOW 1 BELOW BELOW I 1 u / ===1iLr`1 1 u • IV o C l e 74 Q m 11 I1 � I I \ `In tl II\ g A I I A ALTNE J s28 1/4"� �2 Dl OPG. ANCHORS TYPE 'B' AT STILE ENDS 11 1 1 1 u / I _ / 1 fl — r-- / A FLU BOLT DET SEE B4E7 11 1 1 / � a � 3 POINT LOCK SEE x J / \ S SHEEP 10 n --/yY n W � II : \ 1 nl Ll ACTIVE NAC TYPICAL ELEVATION (X ) DOOR OPTIONS v 28 1/4' 28 1/4' DL OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNDNS AT STILE ENDS MAY BE USED iR1(7_1M4V;kTj 1 ♦ ° SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY — t PSP GLASS TYPES 'A. 'B', TV. 'Cr k 'C3' WIDTH LX FRAME WIDTH (X%) HEIGHT LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS SfO. AM SCH CC Bow CXL KOD QUAN 37-1/4' 72' 96' 35' 80.0 70.0 80,0 80.0 80.0 80.0 80.0 80.0 42' 1 81-1/2' I 96' I 39-3/4' 80.0 70.0 80.0 80.0 70.0 1 70.0 1 60.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMTATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGED TO HEAD MO SILL DURING GLASS CAPACITIES ON THIS SHEET ARE PERIODS OF HURRICANE WARNING, BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' .1, 1/4' 4 4 4 3/8' 6 6 6 1/2' 7 7 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4' X 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS' (3) HINGES PER LEAP UPTO 35' LEAP WIDTHS (STD. THRESHOLD SCH > SCHLAGE (4) HINGES PER LEAF ABOVE 35' LEAF WIDTHS (STD. THRESHOU CC n COPPER CREEK 4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - BALDWIN GLACS INSULATORS: CXL a CARDINAL XL KOD KODISPACE OUAN - QUAN�D( DURASEAL QUAND( SUPERSPACER FEB 15 2018 PRODUCT REVISED as eam n99 with the Florida Building otla DooR o.L.o. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 NOA-No. 17-1226.05 Expiration Dat-0810812023 �P.•�cENse drawing no. W13-01 O.L. OPG. TYPICAL ELEVATION Yn\ SWELTLE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME CLASS TYPES 'A'. 'a. 'Cl' GLASS TYPE • . 'C2' GLASS TYPE 'C3' WIDTH HEIGHT DR.(+) INT.-) DR.(+) I INT.(-) EXL(+) I INL(-) 30' 33' 36• 37-1/e' 39 42• 84• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A BOA 30' 1.80.0 36' 37-1/8• 39• 42- 90' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BD.a 80.0 80.6 80.0 80.0 80.9 - - 70.0 70.0 60.0 80.0 T • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8" 80.0 -if 90.0 80.0 70.0 70.0 80.0 80.0 - -0 70.0 80.0 80.0 ( AT STILE AND OXXO I MULLION ENDS SIDELITE OPTIONS CLASS INSII AIOR IMRATONS FOR SiDLlITES YDDER THAN 37-1/8' ONLY. 90' & 96• HEIGHTS FOR CLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) SIDELRE D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH = SIDELITE WIDTH - 6' STAND ALONE SIDELRE ONLY D.L.O. WIDTH = SIDELRE WIDTH - 4.875 SIDELITE TO DOOR ONLY IT FOR QUANTITY I ANCHORS QUANTITY TILE & MULLION ENDS ANCHOR TYPE 'A' '8' 'C 4 4 4 6 6 6 7 7 SAME LOCATIONS RS SHOWN ON L 4.� W � � SIR a >; O top 0 ggw�1 O.O=W a ogo°� 0 P F. a V)ga N o {Ltoe� NOTE THE FRAME AREA OF ALTERNATE SRE MUST NOT 'u EXCEED TESTED FRAME AREA - 110.3 S0. FT. v z ¢ o o a�i ova FEB 1 5 2018 1'• ''E'' N PRODUCT REVISED of as compryingg vrlth the Fladda 14e11din9 Codo NOA-No. 17-1226.05 Expiration Date 08/08/2023•,_ TE drawing no. W13-01 DESIGN LOAD CAPACITY - PSI? SIOE TE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDEIM FRAME HEICHi INCHES SIDE= TO DOOR M=ON (SEE NOTE BELOW) EXr.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.O 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 71L3 78.3 77.2 772 75.4 75A 72.6 726 O O LEAF WIDTH SIDEUTE WIDTH _ DOOR FRAME WIDTH SINGLE (X) 42' MAX. DOUBLE (XX) 81-1/2' MAX. ,SMELITE TO DOOR NOTE FOR DOORS CAPACITY SEE SHEET 2 FOR SDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELTTE, DOOR/SIDELITE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. ( XO ( Ox I' Q DOOR WIDTH WIDTH WIDTH / / H J o, MULLION � ( Oxx) \ DOOR STILE END ANCHORS l raD) `END ANCHORS SEE SHEET 3 SEE SHEET 1 ( OXO ) -RAME / \C / G\ \ K / WIDTH WIDTH WIDTH H to Z m� C ep m SSWWXX Q a 5 elm � O $'a M � r� 0 04 IL Z U, Jpn_ a .22 F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 = W i J .•�.. Y o PRODUCT REVISED - i 70592 as comp ,Ivy, with the Florida FEB 1 5 2018 Building 0 - NOA-No. 17-1226.05 OF drawin Erzplration Bate 08/08/2023 �/ ` 9 no. APPROVED w� INFILTRATONRESISTANCE - PRODUCT REVISED — Florida =--,. `!!K| Ing t\� ■■§§£ _�. ,� �s e m Expiration Date o08/2023 41 §|}k\§ 16 FEB 15 m■ e ' ' 2z/EDIST. SEE 'ANCHORSFOR .\ �0. _- �oTE� � m mT NOT _/��a RESISTANCE ®OF Z LIMIT MAX DESIGN LOADS =oPSF 1BY WOOD BUCK )TE SHEET 1 N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS' SEE BEV. FOR SPACING TYPE 'A'— 1 /4' DIA. ULTRA.CON BY 'ELCO' (Fu-177 KSI, "155 KSI) MIN. LENGTH = 2-3/4' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1 /4' DIA. ULTRA -CON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4' DIRECTLY INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- „1/4" DIA_ TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL- 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PA)NTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 30DO PSI MIN. C-90 HOLLOW/FILED BLOCK AT JAMBS Ym = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 3 p So — TYPICAL ANCHORS SEE ELEVATWNS FOR SPACING PRODUCT REVISED m comp n with th0 Florida 0"Ading NOA-NO. 17-1226.05 Explmtlon Date 08/08/2023 By Mlam a induct Control FEB 15 2018 a1LLI III,Io, AN � '�• OF.NyF ' . � H n g OF�drawing no. %,ids •... LD" 'c�`. W13-01 DOOR DETAHS ��rlf II III1N sheet 6 of 13 7YPIGA FC PRODUCT REVISED as rnmplying with the Florida BuOtling Code NOA-No. 17-'1226.05 Expiration DatoO 0812023 By M11ia roduct Control ]D SUCK E SHEET 1 CAL ANCHORS ELM SPACMC DOOR DETAILS FES 1 5 201, IRS _ n s %•� drawing no. 3°� W13-01 D TYPICAL ANCHORS �U U SEE ELEVATIONS FOR SPACING 19 25 I, ^ MUTING JAMB FASTENERS FOR LOCATIONS m 3 °CONCRETE • :.CONCRETE..', 1 2 y g 45 SEE DOOR JAMB SPACING Z y 08 ON SH 2 & 3 y� Pq. M Z ��quT pa000 a r'A PRODUCT REVISED as corn= with the Florida o +�i EXTERIOR T a 14 4 Building CCoodde , 6 6 W q: o 4t NOA-No, 17-1226.05 J Expiration Date .08108/2023 Q w.3 A 2 LEAF MOTH O.L. OPG. By By roduet Centro O N DOOR FRAME WIDTH SIDELITE WIDTH Vi c 42' MAX. SINGLE (X) " — 81-1/2- MAX. DOUBLE (XX) n O al �n ri 1/2' MAX. oW c+ = p �y o' a LOAD BEARING. SHIM '..'� O O MATING JAMB FASTENERS q� M J _L'7 o I ..: .',,. CONCRETE 4 19 3 g 2 45 TOR LOCATIONS SEE DOOR JABS SPACING d Q n V 3 n C Z J itC+ W ON SHEETS 2 & 3OR O MASONRY • O .. iI I O I I I 1 41 _ 4 _ 39$ �}8� x 39 7 13 EXTERIOR m z z a 44 DL OPG. IFAF WIDTH TYPICAL ANCHORS SIDELITE WIDTH L i DOOR FRAME WIDTH y g c m ri ^o S m m 4' LONG 42- MAX SINGLE W SEE ELEV. 81-1/2' MAIL DOUBLE (XX) 3 FOR SPACING FRAME WIDTH c c u © M 10 APPLY SEALANT BEFORE MATING ` AAjl ll lllTi ' `��� ��®•;�Lge��i�� O i FEB 1 5 • a ` ' ' NOTE, LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' ' •' OF ••' V drawing no. mcE Disc .TYPICAL ANCHORS S ELEVATIONS - i Di'. \�� ''�'ss�iii��i1 G`\ _ � SP SIDELITE DETAIIS shy9y t e o03 ITEM PAST No. QUANTITY DESCRIPTION MATERIAL MFG. / REMAKES DUMMY 1 24 I 1 ACTIVE LEAF' 31 INACTIVE LEAF5 �v V p1 rrl Q 0 ¢ O a LL f -1 K 1 AL-189 AS REQO. FRAME HEAD & SILL 6063-76 KEYMARK / SAPA 2 AL-190 AS REDD. FRAME JAMB 6083-Te KEYWRK / SAPA F a c it c p t y ci C 1ri Q a O G 0 19 9 Z a W pp C m m 3 AL-196 AS REDD. SIDELRE HEAD & SILL 6063-T6 1Q': WK / SAPA 4 AL-197 AS REDD. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA AL-198 AS REDD. MATING SiDELRE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS READ. PANEL VERTICAL STILE 6063-76 KEYMARK SAPA 8 AL-199 AS REDD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA - _ - 9 AL-191 AS REDD. FRAME HEAD & SU SCREW COVER 60e3-TS KEYMARK / SAPA 10 AL-192 AS REDD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-75 KEYMARK / SAPA OPERATION OF DEADBOLT 31 }.�_ (WITH KEY FROM THE T E)CTERIOR OR THUMBNRN EXTERIOR I i-----_-_ FROM THE INTERIOR) ACTIVATES THE THREE-POINT L------- _J LOCK MECHANISM '•------ REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK � �2 0© 6 31 ACME LEAP INACTIVE LEAF 11 AL-121 AS REDD. GLAZING BEAD (7/16' LAM.) 6063-T5 KEYMARK / UFA 12 AL-123 AS REDD. GLAZING BEAD (1.000' INSUL-LAM•) Ww-T5 KEYMARK / SAPA 13 AL-200 AS REDD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REDD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REDD. FREE STAND JAMB SCREW COVER 6063-75 KEYMARK / SAPA 16 AL-540 AS REDD. SADDLE THRESHOLD (ADA COMPLIAM0 6063-T6 KEYMARK / SAPA 17 HO-4503PL AS REDD.. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS)_ METAL CGI PROPRIETARY TB HD-1204 AS READ. FLUSHBOLT ASSEMBLY (AT INACTNE PANEL, USED BY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY d $ = m G 0 W C E- r- m O 1 3 U p w ME 19 HD-5455 PASS AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL DUMMY LEVER, AT VIWINE PANEL DEADBOLT (THUMBTURN), AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS READ. 21 HD-8231 AS REDD. 22 J10 TOR605 AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL DUMMY LEVER. AT INACTIVE PANEL DEADBOLT (fHUMBNRN), AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REDD, 24 JD60 AS REDD. 25 HO-34-10116 AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL DUMMY LEVER. AT INACTIVE PANEL DEADBOLT (TNUMBTURN), AT ACTIVE PANEL LOCK SET OPTION 3 BRASS STEEL COPPER CREEK 26 HD-34-10116 AS REDD. 27 HD- 082410 AS REDD. 28 1 HD-537 AS REDD. LATCH LOCK STRIKE PLATE S STEEL - --- - 26A - 2 /PLATE #B X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - - - _ 29 HD-538 AS REDD. DEADBOLT STRIKE PLATE 5.5(EEL 29A 2 /PLATE dB X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL 28 a EXTERIOR SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH42 GE SCS2000 SILICONE SEALANT.43 REVISED45 with the Flodda`VY1111L7j' Code ♦ i 17-1226.05 d '•' '••�;,!p���,�� Data 0 8/2023 : FEB 15 yp�g _= No. a uet Control s� �W� '�i f��•' ., (�%'' •(y;� ',AY,/Sj�®�j L I L 111� `` 30 HD-536N AS REDD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REDD, LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HO-STRIKE BOX AS REDD. LATCH LOCK & DEVJBOLT PROTECTIVE OUST BOX NYLON CGI e O r r L477 1G�7 '$ $ 1 z 33 HD-525-9-REV 2 /LOCK-MECH. BOLT LOCK ASSEMBLY S- STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD -CH -IDS 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HD-AB800-US321) 4 /LEAF 4-1/2' x 4' HINGE BRASS HAGER 36 HO-ABBOG-US 4 /LEAF 4-1/2' x 4' HINGE S. STEEL HAGER 37 03/8--16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-3112V AS RE00. GLAZING BULB (DUROMETE:R 75/80) PVC PROTOTYPE 39 WS-W33321 AS REDD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP ULTRAFAB 40 HO-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REDD. .350- REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ME WS-32011 AS READ. FOAM -TOE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 /CORNER p10 x 1-1/4' PHP. PH. SUS. (PANEL & FRAME ASSEMBLY) S. STEM - PRODUCT of L yyL - SEE t]FV. 14 x 3 4' HH. lEl( NULLK)N ATTACL9A e / ( � S. STEEL _as eomPI&T Building - NOA-Mo. - Expiration — 46 - 8/HINGE , 4/CUP #12-24 x 1/2' PHP. FH. UC. THREAD FORMING S. STEEL 47 - 2/EACH 16 x 1/2' PHP. TH. S. (ASTRAGAL ATTACHMENT) S. STEEL 48 - 1/EACH J10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL 49 03/8'-16 NUT 4 /LEAF o3/B'-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - Miam 50 - 2 /FLUSHBOLT d8-32 x 1/2' PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL drawing no. w13-01 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED W/ J6 x 1/2' PHP. PH. SMS. ALUMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - 53 - 21 LITE SETTING BLOCKS EPDM DUROMETER BOt5 SHORE A sheet 9 of 13 L°UC PGn`/D 9TI1L O ��v O 1 n 3 astwGu w H Z21 � _ I I C T8 � U 4 0 I � C LL I t71P. Ph. 55. M5. M PH. S . o V p uT {d� O 2 l9 jl m�mo 1. I oaoQ jj S.Ea� �7 o Jp p.4MPlDell.CMl• n wi Ny SM SOOwmI It 1 j I Q NZZ 4 0 IL 3 0 �• y m m coup OUPI➢K' _¢ (IrSTUC MT., 49.8757 t 1 I 4 � O f I B=K 03.5 3. ORB. O O $ O {... N 0 W v 3t W � ° 0 o t 4 ® 3 p C !C c O G O o°� EOC� G O's• ° I d min�uOi 0, N f'M7 I 3 �ZEj , , � O I ° olglp IIIII II PRODUCT REVISED E as rnmply . with the FI°rida Ballding Cotl� U �� 47 .GA -No. 17-1226.05 °' z gMQ �I ' >M oou°MPln�rn�ir j{ai o E plratlon Data 08/08/2023 1 Pt3+M-3.7- 'j MLT15M Prodact 11 Control b •j 1 o i4 ,�,,tll .�� ��•, �°.........„ v FEB 1 5 1018 _ * N0.L11 8 . y r3 ....... UNLOCKED POSMON LOCKED POSMON ��Iri, ��t ��` sheet 10 of 13 Aerwrx ,f o 0 n 3 I mGmAcp gSTU \ Z m a II. w ZZ f IIYYY .� �j a ti. � I OGNN m I I $ it CY 0 o Oaoo n � C 0 C � N o 01 x 1-i d n 3o_R U �AroT 0 so r-j-UJ PRODUCT REVISED as eom tying with the Florida Dullding Coda NOA-No. 17-1226.05 Expiration Data0810812023NOTE:FLUSH Lk BOLT AT INACTIVE STILE(PARTIAL TOP END SECTION SHOWN. BOTTOM END SIMILAR) 2 _ FEB 1 5 1018 � OF LA draw ng n UNLOCKED POSITION LOCKED POSITION ,�G.� ',� �SiS 0 "I W13-01 sheet 11 of 13 125 .750 1.590 .100 0 DOOR FRAME HEAD/SILL .062 1,625 t I h-1.587 Q FRAME COVER 10 SILL. COVER .465 .075 O SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER .326 .135 .070 .805 1.060 O 74 ASTRAGAL ADAPTER SHEAR BLOCK DOOR FRAME JAMB SIDELITE FRAME JAMB OO TOP & BOTTOM RAIL s.500 .oeo 1.828 1,440 �-;4.495 O HINGE & LOCK STILE 125 .so0 I^-4.000�i 13 SHEAR BLOCK PLATE 16 SADDLE THRESHOLD .675 1.061 .995 .050 .310 .080 1.184 11 120 4.000 GLASS STOP (LAM. GLASS) .505 �.120 1.465 ,995 ,062 _0� .200 -W .870 M- O SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLP FEB 1 5 2019 PRODUCT REVISED as complying with the Florida Building Mode NOA-No. 17-1226.05 Expiration Date 08/08/2023 By is mtloct Control s N 92 = a I -• OF •'•Qy�: drawing �- O?��,` W13-01 IDLE DOOR FRAME TOP & BOTTOM CORNER LEAF & BOTTOM CORNERTOP & BOTTOM CORNER SIDELfTE JAMB CORNER TOP & BOTTOM R Z qn O nq as U Y 0 SN`e zoo � Oo�ra paOo,+ .!l 9b]:ltiuW,:1 :,: •c ap PRODUCT REVISED as comping with the Florida Buiiding ode NOA-No. 17-1226.05 Expiration Data 08/08/2023 By mianfl7product Control FEB 1 5 2018 %,,,111111,,,,' ®.��, OF droVn13 9 no.