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HomeMy WebLinkAboutOutswing Door.pdfThis 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 DOCIJIVIENT: 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. MISSILE IMPACT 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 -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 ofthe 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. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 i ! Page 1 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 413-0226.06) 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-1 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th 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-1300-02, -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 Cornpany(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. r Jorge M. Plasencia, P.E. dct Pr uControl 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 (5th 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 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/ sideiites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). urge M. 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 "Saflex 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-Saflex & Saflex 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 071/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th 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 I. This NOA revises NOA 914-1015.04, 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: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. 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 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 10 THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL 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 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 SEALING 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 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG_ HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDELTE PANEL (0) CAPACITY SEE SHEET 3. STEP FOR S€DELTE 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. PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1226.05 Expiration Date 08%08/2023 By Miami—D�de Product Control DOORS/SDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 1 5 2DIB �1fpl�lmfr c ( � LvjIi drawing no. W13-01 sheet 1 of 13 v 0 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS t m y _ 6 J .075" Saflex CP With PET Core .075" Saflex CP With PET Core ®o, 01 d By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' u1 I ago" Saflex Clear And Color Glass 'Eastman A90" Saflex Clear And Color Glass 'Eastman N I2 o � By Chemical Co.' INTERLAYERS By Chemical Co.' INTERLAYERS 0 0 ® N v 0 .090" SentryGlas 'Kurgrcy .090" SentryGlas 'Kuraray ua (L w W By America, Inc.' By America, Inc.' .090" Trosifol PVB .090" Trosifol PVB V N By 'Kuraray America, Inc.' By `Kuraray America, Inc.' ui H 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS ® X 0: 5 SILICONE SILICONE DOWSIL 995 DOWSIL 899 DOWSIL 995 DOWSIL 899 w Z 0 I LL N GE -1200 GE --1200 LL W _- p '� Z I_ I _Z It= , j. \ 1 G J Z tri Q 38 g 1 1 I \ 1 1 \ 1 I f cv UD 0 1, tL / LLJ€c € W /F w O L o 0)1: ; I f Til i 0 0 Cl Lo �M.. 5y{ 3 AT 1/4 POINTS _ 53 AT 1/4 POINTS X X o € 'C3 I-- L C GLASS TYPE `A' GLASS TYPE 'B' o C I= CNtn 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS Cly O n GLAZING OPTIONS W j 1 ! zLL_ w p � 0 LO INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG_ HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDELTE PANEL (0) CAPACITY SEE SHEET 3. STEP FOR S€DELTE 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. PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1226.05 Expiration Date 08%08/2023 By Miami—D�de Product Control DOORS/SDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 1 5 2DIB �1fpl�lmfr c ( � LvjIi drawing no. W13-01 sheet 1 of 13 c� U CID K7 00 zo ,�', r• Z jX acv a. o 00` 9 0 �W F L LL;� CY0>M o' C) ItaQ'4 0 c lr z ,: 3/1 b" TEMPERED GLASS 3,/16" TEMPERED GLASS 3/16" TEMPERED GLASS LL w in U. a I =0E 3/8" AIR SPACE 3/8n AER SPACE 3/8" AIR SPACE 00 < _j' iZtlT� r 3/16" ANNEALED GLASS —3/16" ANNEALED GLASS 3/16" ANNEALED GLASS Glas .090" Interlayer .075" Interlayer By ' rarity Am Y By Kuraray America,Inc.' Saflex Clear And Color Glass ` Saf(ex CP With PET Core r—iNTERLAYERS\ U By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090" Tresifo( PV$ By 'Kuraray America, Inc.' — a, LO F3/16" HEAT STREN'D GLASS ` 3f16' HEAT STREN'D GLASS ` 3/16" HEAT STREN'D GLASS ( Q O M SILICONE SILICONE t SILICONE s C) w DOWSIL 995 DOWSIL 995 111 DOWSIL 995 C X FDOWSIL 899 DOWSIL 899 , FDOWSIL 899 GE -1200 GE -1200 / GE -1200 C L _ �L Z F I ! 0= 1 a m i j'Cn S II38/ II \\� 38/ pj3 �� m 3NMw c to 38 � O � r� M o 12 EI II 0 12 \ 0 12 z XL EDGE SPACER j j; ..L EDGE SPACER XL EDGE SPACER _ Z __. _... La ST. STEEL BY 'CARDINAL' j j' ! ST. STEEL BY 'CARDINAL' it E' I' ! aR STEEL BY `CARDINAL' 3 0 OR OR = BURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' l DURASEA.L BY 'QUANEX' � ((j < 0 2pR o OR o OR 1 U r fSUPER SPACER BY `QUANEX' w SUPER SPACER BY 'QUANEX' w \ i / SUPER SPACER BY `QUANEX' (� OR Lj \ / OR W \ / OR i` KODISPACE 45G TPS BY 'KOMMERLING' _ i� KODISPACE 4SG TPS BY 'KOMMERLING' / KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS 53 A: 1/4 POINTS 53 AT 1/4 POINTS iz o GLASS TYPE' 'Cl' GLASS TYPE 'CS' GLASS TYPE `C3' I o 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL LAM. GLASS ! °1�� PRODUCT REVISED � as complying with the Florida Q1 ° Building Code mI f GLAZING OPTIONS rloa-rlo. 17-1228.05 i I Expiration Date 08/08/2023 By 1Vliaml-"`a roduct Control�i!ra o iI O w i 111448BBgy9� � PIP.. ���,, s° -tj Q4s :1 p +?SOF - drawing no. "1%111 ��° W13-01 i� ®m 1 gv � sheet 1.1 of i 3 f9BdE1lti NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. SEE CHART FOR QUANTITY rn ¢ mLj � Qz o: '0 SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCI; SETS: SCH SCHLAGE CC = COPPER CREEK BLD BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.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 HEAD ANCHORS QUANTITY AT STILE ENDS SINGLE (X) OR DOUBLE ()X) DOORS LOAD CAPACITY — t PSF GLASS TYPES 'A', 'B', 'Cl-, 'C2' & 'C3' ANCHOR TYPE 42" 'A' 'B' 'C' 2 ANCHORS 4 4 4 LOCK SETS INSUL. GLASS SPACERS 81 1/2" HEIGHT WIDTH STD. ADA SCH CC BLDW ` TYPE A', 'B' OR `C' 96" DOOR FRAME WIDTH DOOR FRAME WIDTH BO.O 80.0 80.0 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 AT STILE ENDS to 1-5 C T \ M HINGES 6" MAX, HEAD/SILL 3" Q m .� 00 HINGES 6" MAX. HEAD/SILL CORNERS 3" A 6 3" NOTE CORNERS E \\ SEE NOTE '-�SEE BELOW t � BELOW i /}I II it \ IL /tl Ii It u / -- H / II \ 1 It it FLU I BOLT �fl tl C % li / II DE A 11SEE fSH�� 11 [ 11 // II _ =fir--- / /y % \ ¢ in- it a 9 a G_�' 3 POINT LOCKf IiIf z = T00 o ---- _-- SEE SHEET 10 ---- to Ld � L, 40 L, Ln <(n __-- to F r -� - +� \ I ,0 Q ff II i ! \ —=1F�-- !I \ II �y Q¢ z I I p l ' I ACTIVE �— X �� to ACTIVE INAC VE cr�" 0 28 1/4 D� L 28 1/41/4" 28 1/4° J D.L OPG, 2 ANCHORS TYPE 'B' D.L. OPG. 1 AT STILE ENDS 4 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION TYPICAL ELEVATION X ) ( x ) DOOR(x DOOR OPTIONS NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. SEE CHART FOR QUANTITY rn ¢ mLj � Qz o: '0 SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCI; SETS: SCH SCHLAGE CC = COPPER CREEK BLD BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.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 HEAD ANCHORS QUANTITY AT STILE ENDS SINGLE (X) OR DOUBLE ()X) DOORS LOAD CAPACITY — t PSF GLASS TYPES 'A', 'B', 'Cl-, 'C2' & 'C3' ANCHOR TYPE FRAME 'A' 'B' 'C' LEAF (THRESHOLD TYPES 4 4 4 LOCK SETS INSUL. GLASS SPACERS WIDTH (x) WIDTH (XX)j HEIGHT WIDTH STD. ADA SCH CC BLDW CXL KOD QUAN 37-1/4" 72" 96" 35" 80.0 70.0 80.0 80.0 I 80.0 BO.O 80.0 80.0 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 ( 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. SEE CHART FOR QUANTITY rn ¢ mLj � Qz o: '0 SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCI; SETS: SCH SCHLAGE CC = COPPER CREEK BLD BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.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 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 — HINGES SEE NOTE n«vrr C to 1-5 C T \ M � Q m .� 00 a 'a E \\ r IL I 81 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 (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) = F PRODUCT REVISED as complying with the Florida Building Code NOA-Ido. 17-1226.05 Expiration Date 08/08/2023 By —h �ejll4el6P9ft8l o 7059211" - °o \ drawing no. W13-01 sheet 2 of 13 43 1/8" U.L. UrU. TYPICAL ELEVATION C o V) �of _W z �0 0 U 165 1/2" MAX. ( OXXO ) SIDELITE OPTI0NS rl ASS INSI II ATOR I IMITATIONS FOR SIDELITES WIDER THAN 37-1/8- ONLY. 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 170.0 PSF) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY AT STILE AND MULLION ENDS CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS SIDJ %TTE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) SHIM 'A' B C' FRAME GLASS TYPES 'A', 'B', 'C 1' GLASS TYPE 'C2' GLASS TYPE C3' WIDTH HEIGHT EK.(+) INT.(-) EXT.(+) !NT.(-) EXT.(+) INT.(-) 3p" 33" 36" 37-1/8"I 39" 42" 84" 80.0 80.0 80.0 80.o solo 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 solo 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 30" 33" 36" 37-1/8, 39" 42- i 90" 80.0 80.0 80.0 80.0 i 80.0 80.0 80.0 80.0 80.0 SO.O 80.0 80.0 80.0 80.0 80.0 I 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.O 80.0 80.o - - 70.0 70.0 80.0 80.0 30" 33" 36" I 37-1/8" 39" 42" 96" 80.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 80.0 I 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 - - 70.0 1 70.0 t 80,0 80.0 - - 70.0 1 70.0 80.0 80.0 ( OXXO ) SIDELITE OPTI0NS rl ASS INSI II ATOR I IMITATIONS FOR SIDELITES WIDER THAN 37-1/8- ONLY. 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 170.0 PSF) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY AT STILE AND MULLION ENDS CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' B C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FENERS SAME LOCATIONS ANCHORS SHOWN ON ET 2 PPLIED TINS :ED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB! 5 2flig PRODUCT REMISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By - Ijc� U O >7 Z til Cn 1 Q N La � N tl `�q,6ep 0 10 0 kfa O 0 �.- O U I m LU 0 vim~ G; DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE N07E BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 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 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 50.0 80.0 80.0 80.0_ 80.0 80.0 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 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 DOUaLE (XX) 81-1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3, FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME SIDELITE WIDTH WIDTH {XO) (OX) SIDELITE DOOR FRAME WIDTH WIDTH DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH OJ-- DOOR / E SIDELITE FRAME \ �C •l� `WIDTH / / \ C i. H J / K H J •yi. ji. I j7. `V% OJ-- DOOR / E SIDELITE FRAME \ �C •l� `WIDTH / \ C -{ OX0 ) MULLION OXX } DOOR STILE END ANCHORS XXO } END ANCHORS SEE SHEET 3 SEE SHEET 1 Q DOOR DOOR FRAME SIDELITE FRAME WIDTH `WIDTH `WIDTH ( XOX ) clnrl -- flll M rn-Jr cin Ct IT WIDTH-' { ---WIDTH _ WIDTH / \ C i. J / K H ji. •yi. ji. I j7. `V% ( XOX ) clnrl -- flll M rn-Jr cin Ct IT WIDTH-' { ---WIDTH _ WIDTH J /'E H ji. •yi. ji. I j7. `V% ( OXXO ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i�s�alslolrpi ra..�t'1'�°'s� PRODUCT REVISED NO. 70592 as complying with the Florida FEB 1 5 Building Code 14 1 Epi �u U NOA-No. 17-1226.05 of " a k Expiration Date 08/08/2023 ISTAT O drawing no. OV By W13-01 Mia i-D�9pr4g>>�`, sheet ¢ Of 13 i {g 0 I A7-10 "I �r -11, M �- ® M n ® 0 00 m U L K 0 � Q�a Q'=0rt o ®0.®44 �W=00LU N - o � d � Z w to of P JLJ U in C I M rn a LO 01 o i 0 z Q W ch: o a �J RSNo Cn < I, ,�- 0 CD N ro cj - O r� r w 'G C Z w .0 p LU���-�, POURED & HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR. LOADS TO STRUCTURE LOAD BEARING (SOUR SHIMS OPTIONAL TO GROUT) STANDARD '1'HEESHULi: APPROVED FOR WATER INFILTRATION RESISTANCE SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO ±70.0 PSF c� c.� a I rq Z QZ a 4 D p U 0� a' -M 00 ao< q n azJ " w��. LO � LU - o 3 S ww F Expiration Date 08/08/2023 By .c ° --- E0 , n E0 a in 1.6 ri Da Mia i-roduct Control HIMMM FEB 1 5 201.®®gg944881g,,,od n t��� Q�,Oq A / M _ N��g� ,o U d AT�OF ��� drawing no. °..t°° .. `� W 13--01 ° L9qq,�� sheat of 13 5I � w 00 d O O � aW V S PRODUCT REVISED as complying with the Florida Building Code 1 NOA-No. 17-1226.05 � w o Expiration Date 08/08/2023 By .c ° --- E0 , n E0 a in 1.6 ri Da Mia i-roduct Control HIMMM FEB 1 5 201.®®gg944881g,,,od n t��� Q�,Oq A / M _ N��g� ,o U d AT�OF ��� drawing no. °..t°° .. `� W 13--01 ° L9qq,�� sheat of 13 1BY WOOD BUCK SEE NOTE SHEET 1 EDGE DIST. 4 60NCRE<TE � n . f � a I I Z_ OL XQ a+ O X N X o¢ 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL A—NCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY 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. ULTRACON_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 (GRADE 5 CRS) INTO MIAMI -DACE COUNTY APPROVED MULLIONS 00 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 PAINTED) 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 = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 Of CD Z i X 0 a,CN m� w I! FTYPJC��ALCHORS _j IONS FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS METAL STRUCTURE 0 f W c-------------- -, ! r-------------- -- � ! I MIAMI -BADE COUNTY APPROVED ! II CLIPPED MULLION I! I i SEE SEPARATE NOA I f I I if -�I ANCHORS NATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code INOA-No. 17-1226.05 Expiration. Date 08/0$/2023 By Miami' -Dad oduct Control FEB 1 2018 1®g10:l1111111/ N� ° e� — F OFF U 0 MZ'. cj Q �w 0 00 ® W 0 L Q E- U U N h O taj TI �0-X a: c o Q O mo � UN �U. Uj M ZM m W 'M N Cn to � � I a � o 0 0 a 0 L z w D 2C\j o Ln to m CD 3 cV ,� 0 M I zL �w 0 o ro< w �IIF_ 00 W W N ~ U W J Q CL a wjc=i G x !w w'0 � 0.z drawing no. W13-01 sheet 6 of i TYei ACAs E TYPIC) E 1/2' A% _ DD BUCK E SHEET ? IACE+aAS ELEV. ;9*,c2 PRODUCT REVISED _complying with beFlorida Building Code NOA No 17-1226.05 Expiration Date 0 081 2025 B ma - roc c d� gOO£ DETAILS - {[E7 § - \ ' / �� � { OF er /r ` ` n\ A0 W]/—U] (sheet 7 2 13 -EDGE' e CONCREf dD� 1.7 0 TYPICAL ANCHORS SEE ELEVATIONS _ FOR SPACING P . 4 COOCREtE! C� X Z mx � \ o 81-1/2- MAX. DOUBLE (XX) CONCR&E. EDGE DIST. ?S NG PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami=Daroduct Control ji 1/2" MAX. SIDELrrE WIDTH I DOOR FRAME WIDTH 42" MAX. SINGLE (X) _LOAD BEARING . SHIM jl SEE ELEV. Q i ao , ca !f z MATING JAMB FASTENERS FRAME WIDTH 4 FR 45 IJ _jE- o I k 11 CONCRETE SEE DOOR MB SPACING 4 15. 3 5 ON SHEETS 2& 3 � �IIj: Ga �I�j OR MASONRY.' , p r7 't7 M (� C Z�z �n N C:) cn QLLJ v J� t?�Q� CONCR&E. EDGE DIST. ?S NG PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami=Daroduct Control >a U 0 I r7 Z M� i ® M Q N 00 Q tiN a ® li1N�U U CL 1z a pity 0 a®q azo N LLI Ln ALU � Z M ul LU 0) Fj +� TYPICAL ANCHORS 4" LONG J SIDELrrE WIDTH I DOOR FRAME WIDTH 42" MAX. SINGLE (X) C I jl SEE ELEV. L 81-1/2" MAX. DOUBLE (XX) ) Q o ca !f z FOR SPACING FRAME WIDTH a�O`44d8@8a1B®, to X 10 > M APPLY SEALANT BEFORE MATING p r7 't7 M `�© a � a �� Al�l C Z�z �n N C:) cn QLLJ v J� t?�Q� I� v: 1E 70592 a NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" ��3 4Tt E OF 7 TYPICAL ANCHORS SEE ELEVATIONS SIDELITE DETAILS FOR SPACING I ���B9B@0141t1� >a U 0 I r7 Z M� i ® M Q N 00 Q tiN a ® li1N�U U CL 1z a pity 0 a®q azo N LLI Ln ALU � Z M ul LU 0) Fj +� N �' U coo C I Of L O o ) Q o ca !f z Qw ClW to r7 ( j w p r7 't7 M C Z�z �n N C:) cn QLLJ v t?�Q� I� v: °v (sheet §__q f 13) ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS e �� EXTERIOR FL L-----__ 1 AL -189 AS READ, FRAME HEAD & SILL 6063-T6 IKEYMARK f SADA 2 AL -190 AS READ. FRAME JAMS 6063-T6 KEYMARK / SAPA 3 AL -196 AS READ. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL -197 AS REQD_ FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL -198 AS READ. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL -193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK f SAPA 7 AL -194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL -199 AS REQD. SHEAR BLOCK 6063-T6 KEYMARK f SAPA 9 AL -191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA 10 AL -192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL -121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK f SAPA 12 AL -123 AS REQD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA 13 AL -200 AS REQD, SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL -195 AS REQD, ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL -508 AS REQD, FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL -540 AS REQD, SADDLE THRESHOLD (ADA COMPLIANT) I 6063-T6 KEYMARK / SAPA 17 HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD -1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD -5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD -5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD -8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. SER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD -34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD -34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HO -537 AS REQD. LATCH LOCK STRIKE PLATE S_ STEEL - 28A _ 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 j HD -538 AS REQD. DEADBOLT STRIKE PLATE S.SIEEL — 29A _ 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL — 30 I HD -536N AS REQD. LATCH LOCK STRIKE PLATE SHIM PJ LON CGI ------------ 31 HD -390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI I 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADSOLT PROTECTIVE DUST BOX NYLON CGI 33 HD -525 -9 -REV 2 /LOCK-MECH. BOLT LOCK ASSEMBLY S_ STEEL CGI 33A HD -533C 1 /FLUSHBOLI FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD -CH -108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-AB800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD-AS800-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 -382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS -W33321 AS REQD. .187" x 320" ULTRA SOT FIN WEATHERSTRIP - ULTRAFA6 40 HD -203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD -12-10042 AS REQD. _350" REACH POCKci SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS -32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AM£SBURY 43 HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 /CORNER #10 x 1-1/4" FHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PROE as con 45 — SEE ELEV. I #14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL — Buildin 46 8/HINGE , 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL — NOA—N 47 2/EACH #6 x 1/2" PHP, TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL — Expiral 48 — 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEELBy — 49 403/8"-16 NUT 4 /LEAF I +03/8"-16 SERRATED—FLANGE NUT (ZINC PLATED) STEEL — Miami 50 — 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL — 51 HD—DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH 52 HD -34-10003 1 /SCREW HOLEINSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON — 53 — 2/ LITE I SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A DUMMY 21 2427 I I ---- 31 _ ACTIVE LEAF—� jINACTIVE LEAF LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK lu3 V O I r� ®z z I. W 4 a. It o�0a 0 C4 N CL w Dh p0pq Uma bI u.1 rI Q>�M O 0 D,O< a N 0 zz-, m e fd1 O U3 W M � F U to I M rn c Ln CD cm)L T) CD 0 o 0w z w O F x o U) C L m C 3 c\j , W 0 � M z� z CD w ' O W V ¢ J Ld SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. UCT REVISED plying with the Florida g Code D. 17-1228.05 ion Date Q"8/2023 FEEs 1 5 2018 Dade roduct Control `9e11sxt,�ar �® e 0I� No. 90592 L 9�.ave�D�� / p �IBBG{8lit [sheet 9 of 13 J I OPERATION OF DEADBOLT (WITH KEY FROM THE EXTERIOR OR THUMBTURN FROM THE INTERIOR) ACTIVATES THE THREE-POINT e �� EXTERIOR FL L-----__ _ ---_ _ — _ _ i J LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK lu3 V O I r� ®z z I. W 4 a. It o�0a 0 C4 N CL w Dh p0pq Uma bI u.1 rI Q>�M O 0 D,O< a N 0 zz-, m e fd1 O U3 W M � F U to I M rn c Ln CD cm)L T) CD 0 o 0w z w O F x o U) C L m C 3 c\j , W 0 � M z� z CD w ' O W V ¢ J Ld SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. UCT REVISED plying with the Florida g Code D. 17-1228.05 ion Date Q"8/2023 FEEs 1 5 2018 Dade roduct Control `9e11sxt,�ar �® e 0I� No. 90592 L 9�.ave�D�� / p �IBBG{8lit [sheet 9 of 13 J I LOCK (ACTIVE) STILE 0 U CD _ ASTRAGAL N p.Lo W Z \� N �. II n. 7� 0 QN � � V N LU 33 iii fa f- LL li e ' ii i LU vi #f0 -24x2 -I/2" Q PNP. PH. 55. MS. ,I III I I. 1z E M O 0.450" (OD) x.031"' O ii 1 qq M O I NYLON WASHER II O III i j V . 0.295 (OD) x .040 x 2" I l II i ��.' N fJj O S. STEEL5PRING " I I' II f LU O _� �t� o NYLOtd WASHER TOP HEX ROD WITH li ` i�'t11 iii 2 M J COUPLING NUT I (L=STILE HT.- 49.875') I ' i i 51 Ii ; t �'. {y � it II t 1 I I3 I LO 1 t I I ! CLn ! NYLON 5ILFNCERO I O -., BLOCK ! Qf 03.500'.5, STEEL I I ° LW v WHEEL o � r- -� ' 21 24 27 ! D CV o O � i ® L0 coo --- - 0 Pj to O w vii 1.0 2a CDQ II'I Ii �1 I I II + I of � PRODUCT REVISED I z z �� z as complying with the Florida ( II Building Code n " z 17-'1226.05 idJr�-IAl9. z z colz) DOTfOM HEX ROD i I —� iG Expiration Date 08/08/2023 wi COUPLING NUT (LEPdGTH=34"7 1`t' i III I By it 't li� Miami- a Product Control O o i'I t' z I i C U 4 W 4°:II I � i N.`0. G � I JI I FEB&► o - I T v 48 1 m s +II a0A� ll ; , j �1 i � `` ® 1. Wit, A�'�+�9� �L .� ' drawing no. LA - - 01 UNLOCKED POSITION LOCKED POSITION r � `sa f ' x 10\ sheet I 0 cf 13 4 i II I II -- 111 I II ll __ I III I II II ' j I it li III 1 II I jl ji 11 j1 � iii i {i 11 Ii iii Ii i��i III I ji I I I I' I I i I I I lu I ILII ' iii ' �jl I I III I I II ° 11 NI SII ` III I O II' ` n } � i IIII III II i '1 III I } III I o fill ll � 11 1 II I , I 'i I � I l I ;II I II �� UNLOCKED POSITION LOCKED POSITION G{ `o �FWSHBOLT ACTUATOR U O i t} z i zQ LIJN 2 N a o ODS 0 U wN ® I0U�h puirl Catt o 0 N�►o C =i UI O ZM LU J 0 In O L j i� ooff a S7 v Z W o � In L ul 3 CN p — a r7 �y w v3�: C z L- ri 30_0 LJ Q o i, J W W LJ 2 V 2 n n PRODUCT REVISED N Lng o as complying with the Florida o _ Building Cade I NOA-Ivo. 17-1226.05 T�= U W U Expiration Date 08/08/2023 Z z zw o Bym,- Miami-Da roduct Control NOTE: P tr l0 .- FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) o p W �®,<�gi49l9gpp� e ."•• VICE!��°�.`^,lam fwd M ng p. I Q m Q FEB 15 2018_® 170692 m .�. •31k t � � � oo � � V : t �( 1 )08i E aF�y2 drawing no. W13-01 \�,����©� �4�``° sheet 11 ofi i 33 ASTRAGAL LOCK (INACTIVE) 5TILE I � I'I;I a13 i I I EI I ,II I I I I I I I I � I I I 1 1 II{ jI II �� UNLOCKED POSITION LOCKED POSITION G{ `o �FWSHBOLT ACTUATOR U O i t} z i zQ LIJN 2 N a o ODS 0 U wN ® I0U�h puirl Catt o 0 N�►o C =i UI O ZM LU J 0 In O L j i� ooff a S7 v Z W o � In L ul 3 CN p — a r7 �y w v3�: C z L- ri 30_0 LJ Q o i, J W W LJ 2 V 2 n n PRODUCT REVISED N Lng o as complying with the Florida o _ Building Cade I NOA-Ivo. 17-1226.05 T�= U W U Expiration Date 08/08/2023 Z z zw o Bym,- Miami-Da roduct Control NOTE: P tr l0 .- FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) o p W �®,<�gi49l9gpp� e ."•• VICE!��°�.`^,lam fwd M ng p. I Q m Q FEB 15 2018_® 170692 m .�. •31k t � � � oo � � V : t �( 1 )08i E aF�y2 drawing no. W13-01 \�,����©� �4�``° sheet 11 ofi i 33 3.825 .125 750 1.590 .100 10 DOOR FRAME HEAD/SILL ?5 .062 1.625 �1.587� FRAME COVER 8 SILL COVER 465-1 .075 1.063 O SIDELITE TOP & BOTTOM FRAME I 1s SIDELITE JAMB COVER 326 .805 70 F.245 4 1.060 ASTRAGAL ADAPTER 1.810--] -P 1.125 r-- i 120 J " Ij 080- 4.000 80 4.000 .500 r' ., 25 .120- Imo- 2.388 20 -ai 1.225 0 DOOR FRAME JAMB 135 .625 I� 7 1.622 0 SHEAR BLOCK 3.005 2.000 - ¢ 9I r- 1.462 090 .500 I T � 4.000 075 070 --- r- .420 0 SIDELITE FRAME JAMB 4. O TOP & BOTTOM RAIL M re O HINGE & LOCK STILE ,3 SHEAR BLOCK PLATE 1.465 I 1. 0 SIDELITE MATING JAMB K0 125 .500 4.000 1s SADDLE THRESHOLD x.675 .995 050 �I 1.184 11 )o GLASS STOP (LAM. GLASS) .120 .995 .Q62 .050 1184 ,2 GLASS STOP (INSUL. LAM. GLASS) L7 \ 61 V fwfUJU Yo v O O O CD 0 u} O O QLLJ c� Q = N O N `- CD ca I Z O J �3 c z = N ,l O o PRODUCT REVISED� _ c�QQ� C- r 4w q��1119i➢fill A� FEB 1 5 2018 q ° Ga9s 92 m � �> .1 m a n � RRjj (ter e�CC� L,,&7Ar OF: drawing no. e .... off` W13-01 ®�eaesll�b�� sheet 12 of 13 fwfUJU z 2 - = N cr PRODUCT REVISED� as complying with the FloridaI W Building Code a , NOA-No. 17-1226.05 Expiration Date 08/08/2023 k---5 rMiart�i-D roduct Control 4`I �T� q��1119i➢fill A� FEB 1 5 2018 q ° Ga9s 92 m � �> .1 m a n � RRjj (ter e�CC� L,,&7Ar OF: drawing no. e .... off` W13-01 ®�eaesll�b�� sheet 12 of 13 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP MATING JAMS FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER ',CESS HOLE D LEAF TOP & BOTTOM CORNER SiDEUTE JAMB CORNER TOP & BOTTOM SADDLE THRESHOLD CORNER 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDEL ITE MATING JAMB CORNER TOP & BOTTOM 40M 0 N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By '. . Miami- 9-,rProduct Control FEB! 5 201 \�9119gBIQlppggof % M 70692 uji ® E ®F 'u R9O. Oma` U O i Z J z N Lu N CL OU In O J 0 !N � u 0 �aoa.°� 0 LL. N � �_ . 0 M uIM� � I N U U-3 � C I rnM C) C> 0 0� z f 0 D Lj x LI it >` 0 _ N 0 f!; L0 CD 3 C4,� 0LL. Lr1 r� M w i3 � tt3 3 O _ 0 Fn�f w�IU��Ll �if oj� ol� Nlro g.ml= � pp rn oI pL0 epiON 1 drawing no. W1 3-01 sheet 13 of 13