Loading...
HomeMy WebLinkAboutProduct Approval (3)MIAMI.DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecmmmV CGI Windows and Doors, Inc. 10100 NW 25 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 "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 07'27/17, 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 Resistant 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 perfo,-mance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E--4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22, 2017 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. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI—Farooq_ Corporation, dated 05/20/10 and last revised o-,101/11/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8 -panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Dmraseal® and Super Spacer(K insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FEC 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 marked—up drawings and installation diagram of a series 7400DO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal(K and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. 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 marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacerk insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 6 -panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. RTL -0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA 413-1121.08 1912-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC-2010 and with FBC 5' Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ah1rnad, P.E. 2. Glazing complies with ASTM E1300- 09. orge M. Plasencia, P. E. Prod -ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (NLA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51b Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22,120. 2. Test proposal for the qualification of Butacite© PVB glass interlayer by Kuraray America, Inc., as well as DurasealOO and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # i 1-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 69-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) Jorge M. Plasencia, P. E. Pro uet Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10 31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol© Ultraclear, Clear and Color PVB Glass Interlayer" dated 01/19/17, expiring 07/08/19. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51-' Edition (2014) and FBC 611 Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 915-06619.06, expiring on 09/22/2020. rge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS, APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). !BY 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 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 2014/2017 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 Z DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VAWE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.1$ Expiration Date 09/22/2020 i By --�. Miami- a Product Control sI Z q W 0z "mow >• � � N Y. O a` n Q i N m n W W 0�yL`"- 0o0d.i Cf x o paa0 0z <x n "z� Q Witt � n LtiIn 'O t o �m Qwomi� � \\\I\It 11 ill/" o o \I� i 4 0 150632 �- drawing no. i® Au*OR ,:ate,: W10-31 1 13/18" FALSE MUNTIN MIN. OPTIONAL x IQ Ln !w w 0 6 z � o o � a �Q +4 I as U ¢pW �¢z N10 V 3 TRACK JAMB ANCHORS TYP. 14" MAX. 282 13/16" MAX. ANCHORS IN PAIRS 48 1/8 �AT HEAD/SILL/JAMBS NOM. PANEL WIDTH I I -U REINFORCING IH Z pz Mw 0 i z AT INTERLOCKS N Ii.2 1/8i OPTIONAL 2 POINT SINGLE LOCK .L. OP Cj II �I II i i I SEE SHEET 24l FOR DESCRIPTION Il FOR CAPACITY IL OE- I i O N m I I II III -ill J O Q U B d F iL 117G1 SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY HEAD ANCHORS HEAD/SILL 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 48 i/8" PANEL WIDTH 48 J 3 TRACK HEAD ANCHORS 6" MAX. HEAD/SIL CORNER. ---J L -U REINFORCING Z pz Mw 0 i z AT INTERLOCKS N OPTIONAL 0 0`V tN SEE SHEET 13 M FOR CAPACITY IL OE- I i O N m I l i 42 1 /8" m yy--Q D.L. OPG. a�l 3 N O N Hwl 6 WD q Ll. zm= mi z�l o� 1 `4 a I a I I 48 i/8" PANEL WIDTH 48 J 3 TRACK HEAD ANCHORS 6" MAX. HEAD/SIL CORNER. ---J L (1) WEEP aIPSTER (2)1kU CLUSTER -U I Z pz Mw 0 i z z N a. 0 4 O: 0 0`V tN U IL OE- O N m ,U � m� U m yy--Q 0 a�l 3 N O N Hwl 6 WD q Ll. zm= mi z�l o� 1 `4 YMI I I 0 e I o � p z---- F ---- Ll POCKET JAMB (SEE SHEET 6, 8, 11 & 12 POCKET & DEFAIL M ON JAMB ANCHORS SHEET 23) O S N o 3 TRACK (n Lo SILL ANCHORS o f (1) WEEP aIPSTER (2)1kU CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP QUSIEN (2) WLD' CWSILN 117 wcc uuSTER \�\`\`\1llII��9rlY�� TYPICAL ELEVATION PRODUCT REVISED r TESTED UNIT as complying with the Florida _ 5D592 Building Codes^,/y,�J NOA-No. 77-1091.18 ILII rowin D.L. OPENING Expiration Date 09/22/2020 � STATE OF � �a�� d 9 no. D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" iN'� Q-3'� D.L.O. WIDTH = NOM. PANEL WIDTH - o"" Miami a Product Control ///�\ PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" ��1tITI1T11��� sheet 2 oft$ -U i Z pz Mw 0 i z N a. 0 4 O: 0 0`V tN U IL OE- O N m U p n�oa Q N O N 6 WD q Ll. zm= mi o� Q w m �I o�C I 0 e I o � p 0 Ll 0 u 0 W M N U n O S N o (n Lo o f M � n NI fl 0 M z F O z 0 OI w w { aId g S �M ITU K KIS Z (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP QUSIEN (2) WLD' CWSILN 117 wcc uuSTER \�\`\`\1llII��9rlY�� TYPICAL ELEVATION PRODUCT REVISED r TESTED UNIT as complying with the Florida _ 5D592 Building Codes^,/y,�J NOA-No. 77-1091.18 ILII rowin D.L. OPENING Expiration Date 09/22/2020 � STATE OF � �a�� d 9 no. D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" iN'� Q-3'� D.L.O. WIDTH = NOM. PANEL WIDTH - o"" Miami a Product Control ///�\ PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" ��1tITI1T11��� sheet 2 oft$ 6„ 3„ NP. iz MAX. 190 9/16" MAX. DOOR FRAME WIDTH HEAD ANCHORS 14" MAX' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HFAD/SILL A7 HEAD/SILL/JAMBS _ AT STILE ENDS SEE SHEET AT 3" O.C. i FALSE MUNTIN SEE CHART ON SHEET 15 1 1376' FOR CAPACITY #AIN. OPTIONAL\ l,4 , \ c1/ io REINFORCING I'% I J 1 I 2 POINT SINGLE LOCK �Q r� 1 III FOR DESCRIPTION I 42 1/8- /8"D.L. D.L. OPG. O.L. CPG. II I, Ili ii I � 0Z I U � B1 D1 N m 2 TRACK JAMB ANCHORS I REINFORCING I'% I J 1 I 2 POINT SINGLE LOCK =--L+----T--- SEE SHEET 24 1 III FOR DESCRIPTION 42 1/3- 42 1/8- /8"D.L. D.L. OPG. O.L. CPG. II I, Ili ii I � 0Z I U � B1 D1 6" SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS_ AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 3" NP. 48 1/8" 48 1J8 onnin ,uin' (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. 911 2 TRACK HEAD ANCHORS O z P POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS U I 0 Z n 0r M z N G ? d 00 o 'oo`m U 0 d+0� 0 F N > Q'p�CM1 C 0 dOC ° nz n awDtim IL ZN_ o 'lama j a LU 01 �2 v m; O I � C II o � v N U. 0 0 z p0 W � I C 3N�� z C z � N c) M N _ O :it U o4_j D -L, OPENING I° L: a n J 1 l D_LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" m ° a �I-.i D.L.O. WIDTH = NOM. PANEL WIDTH - 6"`lo PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" PRODUCT REVISED as Complying with the Florida Building Code • . f o. �s'"32 C ;; o a NOA-No. 17-1091.18 Expiration Date 09/22/2020 ,-� W- drawing no. �»'• ATIE OF By <oaoP.: ems; W10-31 Miami-gaa Product Control 7--- REINFORCING AT INTERLOCKS `OPTIONAL SEE SHEEN 13 1 / FOR CAPACITY ;I M' 42 1/3- 42 1/8- /8"D.L. D.L. OPG. O.L. CPG. I 48 1/8" 48 1J8 onnin ,uin' (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. 911 2 TRACK HEAD ANCHORS O z P POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS U I 0 Z n 0r M z N G ? d 00 o 'oo`m U 0 d+0� 0 F N > Q'p�CM1 C 0 dOC ° nz n awDtim IL ZN_ o 'lama j a LU 01 �2 v m; O I � C II o � v N U. 0 0 z p0 W � I C 3N�� z C z � N c) M N _ O :it U o4_j D -L, OPENING I° L: a n J 1 l D_LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" m ° a �I-.i D.L.O. WIDTH = NOM. PANEL WIDTH - 6"`lo PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" PRODUCT REVISED as Complying with the Florida Building Code • . f o. �s'"32 C ;; o a NOA-No. 17-1091.18 Expiration Date 09/22/2020 ,-� W- drawing no. �»'• ATIE OF By <oaoP.: ems; W10-31 Miami-gaa Product Control 7--- MI FALSE MUNTIN OPTIONAL a E ISG I I I [ I f I I I J 1 Q I � C i z M j � U I O m II �I z 1 I c I O T h m I I a3 i ow z� Yp �5� 00 i POCKET JAMB ANCHORS S„ 3„ U I 0 Z m h 3 I 14." EXTERIOR EXTERIOR 3 FRACK Q F � °Y Z I pan SAc" 14P AhB" 97 3/4"20 HEAD ANCHORS UN SHLLI is "a FOR CAPACITY O O O 0 U W xvx oaf LL 14"3„ 0 GyC9 EXTERIOR 1 13/7E" V a tti a 3 TRACK MIN. C x 2 °o MAX. paao TYP. ap SILL ANCHORS N O IQ;��oa lt � QwzIs M (TESTED UNIT) TYPICAL ELEVATION Q wami2r c o L I _ M I p � X Q N S N L 0 7 z 0 w C) Qfc In o M Q w O n Z � > ? CD M CO o Q I � U :2 � li a n TRACK SAB ANCHORS FOR CAPACITY SEE CHAKI UN SHLLI is FOR CAPACITY 8" 14"3„ EXTERIOR EXTERIOR 3 TRACK MAX. TYP. SILL ANCHORS M (TESTED UNIT) TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 BY Miami -Dade Product Control ``�1T\tll 1111//;/4 0 0 `\GENSyc ��'• SWEOF •' � drawing no. W10-31 XXX (SHOWN) OXX XXO XXX (REVERSE) DOOR FRAME WIDTH N s L'I �d 4 o�0 XXXXXX (SHOWN) OXXXXO XXXXXX (SHOWN) nnno mnur WInTW H I Ij i L- J1 I FF SII IP I H GI H. I ! J H H a o �I L L — XXXXXX (SHOWN) OXXXXO XXXXXX (SHOWN) nnno mnur WInTW XXXXXO (SHOWN) OXXXXO PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 II (I I H� L- J� FF SII IP GI H J H H N L — XXXXXO (SHOWN) OXXXXO PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 II (I it © I II EXTEIRIOR i THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND t35' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1011.18 Expiration Date 09/2212020 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 0 C EXTERIOR 0 C 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL !N LIEU OF J O O II N ON-REINF. INTERLOCKS SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE(3) TRACKS `d5 CUKNLK a TAIL r UN aNMt a SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF Jt NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. r IA Z Mm 0z M N I N W z QfL S CL 0 0 10 W h m O U N r Q ff K D 4 ano dt r nye I CZJ N I! W O Z 0 M I O � .. � !4 �I Ni w U p _ m N � n a OLd N 0 LO C � ' O MN o o W LO z 2 w O � CID p Q J 11111111t/! o p i 1 T e�.7 S2 m a y` o s o,Tr ;'��= drawiOF W10 31 ng no. L- J� it © I II EXTEIRIOR i THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND t35' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1011.18 Expiration Date 09/2212020 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 0 C EXTERIOR 0 C 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL !N LIEU OF J O O II N ON-REINF. INTERLOCKS SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE(3) TRACKS `d5 CUKNLK a TAIL r UN aNMt a SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF Jt NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. r IA Z Mm 0z M N I N W z QfL S CL 0 0 10 W h m O U N r Q ff K D 4 ano dt r nye I CZJ N I! W O Z 0 M I O � .. � !4 �I Ni w U p _ m N � n a OLd N 0 LO C � ' O MN o o W LO z 2 w O � CID p Q J 11111111t/! o p i 1 T e�.7 S2 m a y` o s o,Tr ;'��= drawiOF W10 31 ng no. PXXX(SHOWN) XXXP o r�nur 1e1i17u PXXXXXXP (SHOWN) PXXXXXX(SHOWN) XXXXXXP nnnA PDAUP WInTH Y V� i H C d C H'',I H H 01 al I I PXXXXXXP (SHOWN) PXXXXXX(SHOWN) XXXXXXP nnnA PDAUP WInTH NON -REI NF. INTERLOCKS SEE CHART ON SHEET 13 n THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 M 11 0 OCKET CAVITY NOT BY CGI OT PART OF THIS NOA PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE 3 TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. tX tY.IUK 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETNL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR 0 EXTERIOR NON -REIN F. I NinRLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 U �b 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 A. ) ATEOF •.$fJ_ a Irowing no. W10-31 heet oof 281 Y V� i H n H H. 1 i N NON -REI NF. INTERLOCKS SEE CHART ON SHEET 13 n THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 M 11 0 OCKET CAVITY NOT BY CGI OT PART OF THIS NOA PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE 3 TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. tX tY.IUK 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETNL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR 0 EXTERIOR NON -REIN F. I NinRLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 U �b 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 A. ) ATEOF •.$fJ_ a Irowing no. W10-31 heet oof 281 XO (SHOWN) ox Xx OXO (SHOWN) OXO (REVERSE) I H H Gi I I I G1 oxx0 XXXX(SIMILAR) RE1NE INTERLOCKS SEE CHART ON SHEET 13 HO EXTERIOR'' G1 MAX. FRAME WIDTH REINF. IM ERLOCKS SEE CHART ON SHEET 131 �C i K1 EXTERIOR O L1 SMS rAT 24' O.C. _ MHX. FRAME WIDTH 10 i I NO J1 10 OH EXTERIO G1' 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER, DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE ST€LE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135 CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60,0 PSF APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS 90' CORNER DETAIL '0' ON SHEET 22 135- CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF A NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami -Dade Product Control OF Ks Z Oz W Q, n 000 o `mo OUN� Ld Ti aM C paoQ.fL o, C°ZILE 0 /9 ZL9 -ol of ml a W 0) o o! N U I drawing no. W10-31 >heet 7 of 2 DOOR POCKET CAVITY NOT BY CGI FRAME FNOT PART OF THIS NOA r- wi � < ! j iU I L_ om EXTERIOR PX (SHOWN) XP PXXXXP nnnR FRAvF WInTH PXXXX (SHOWN) PXXXO XXXXP OXXXP U O DOOR FRAME WIDTH �� n PXX (SHOWN) XXP \J SO' CORNER DETAIL '0' ON SHEE-i 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 NON -REI N F. INTERLOCKS SEE CHART ON SHEET 13 OR I NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 (I 1 r i UI (Wp NI k, - 0 E Y YI � mIU TIO - � I€L I ' �` b OI aI o u I M I PXXP PXXXXP nnnR FRAvF WInTH PXXXX (SHOWN) PXXXO XXXXP OXXXP U O DOOR FRAME WIDTH �� n PXX (SHOWN) XXP \J SO' CORNER DETAIL '0' ON SHEE-i 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 NON -REI N F. INTERLOCKS SEE CHART ON SHEET 13 OR I NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 (I 1 r i UI (Wp NI k, - 0 t 0 ZIL Q IL N g Q0 0 ` M f 18 N ItOH EXTtRI (J L1 Q y n V p LU �i CEM o 0ao�l lI Oo i UI (Wp NI k, LL z V) 0 Jima; �wm�r _ O NOTE: _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. _j of 2. FOR .APPLJCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. o aid 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. - -� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 w Z p x C O Z Nto o 3 Nto T O n C z Li CDw 0 MU EXTERIOR U II y II O 99 CORNER DETAJL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 9 V Gil I CRIUR _J) <J 99 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS rc a N a In n! 7 POCKETS ARE NOT PART OF THIS APPROVAL c Y JIB' AND TO BE REVIEWED BY AHJ. O lllll1111111 illleg ' o it PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1019.18 Expiration Date 09/22/2020 By > Miami-DaProduct Control I it a STA OF :,7¢a j' drawing no. � W10-31 11 ronur w,nTu XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S ET 13 a 91 iL ii i I u �021 0 EXTERIOR 0 0 / L2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 03/22/2020 By ! J Miami-Dad4 Product Control 5 XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 135° CORNER DETAIL 'P' DN SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: 1. CONFIGURATIONS SHOWN FOP. ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13- 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. \ `11111111 i1iJ o e j 92 - �2 v v` ATEi OF drawing no. eanoP.. ��: W10-31 �I O NiH H c p � H V b L2 i C5 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S ET 13 a 91 iL ii i I u �021 0 EXTERIOR 0 0 / L2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 03/22/2020 By ! J Miami-Dad4 Product Control 5 XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 135° CORNER DETAIL 'P' DN SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: 1. CONFIGURATIONS SHOWN FOP. ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13- 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. \ `11111111 i1iJ o e j 92 - �2 v v` ATEi OF drawing no. eanoP.. ��: W10-31 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 BY i mi2m i!`ade Product Control rc.um uun-ru 0 0 8 1 0 0 IN xm( it FDFu F LL 0 UNIM V � Ur OIL a 0 tuCE j � N U. i Ina 0 0 ¢ �u Q W 0Y �L F XXXXXXXX (SHOWN) OXXXXXXO 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 90' CORNER DETAIL V ON SHEET 22 135' CORNER DETAIL `P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE'S ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. v °S .•'�)G ASF'':� o I T a qq" . iID562 - y e 0 TATE OF �.G�: drawing no. 10 t.� PXXXX (SHOWN) XXXXP H U�� J 7 H i M PXXXXXXXXP (SHOWN) lJ L/ EXTERIOR ',11) APPROVED CONFIGURATIONS POCKETED DOORS (NON-RENFORCED SHOWN) SEE SHEET 13 FOP. Op AND REINFORCING OPTIONS FOUR �ACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE RENEWED 6Y AHJ. NON- R EI N F. INTERLOCKS /-Q c r",A r nK1 euro 13 I I i / f i 4I I e ji W THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami=Dad ` roduct Control r 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DEFAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. N U5n92 !, 5 o i i o N i � O I a T a n 1 3 Brewing no. W10-31 sheet 1 1 of 2 N o U C: v 0 n Q O 0 W 0 0 X � Q � o C O S N 0 N LO L� I 0__ 0 � VO to 6 0 = J d II IN U•-�� _j T o i i o N i � O I a T a n 1 3 Brewing no. W10-31 sheet 1 1 of 2 L PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP DOOR FRAME WIDTH PANEL WIDTH INTERLOCKS ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 0 0 0 0 � M H H H J OH EXTERIOR 0 POCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J I � H Ilo�vo 9 H _ J j �I j HIH �i11—���I M- �H p q � b s. I I iiI PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS FOUR () TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration D2te09122/2020 By �... —. Miami-Qade Product Control 0 9 90' CORNER DETAIL V ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 79392 .TE OF �Qd�• drawing no. W10-31 GLASS CAPACITY CHARTS �� U U to z % {i z q 4 N 2 a ^ p O 00 0 CWS NOM. PANEL WIDTH i1 ao� Ci U 0 O?M O NOM. PANEL WIDTH ® a 0 C dl OeLE O a W ME: a LU M {1� W01 'L F NOM. PANEL WIDTH L� v rn V m I p i L I 0 L 13 O 0 NOM. PANEL WIDTH z ( 0 w W X C O 2 O r) m APPLICABLE FBC EGRESS z L Z '0 REQUIREMENTS TO BE Co O REVIEWED BY AHJ. w' _ C� p ¢ w U O N Z ZI W E sl s E N C O w �la ala a W U BIZ 1 w 0. NOTE GLASS CAPACITIES ON THIS SHEET ARE c v M ES Ea.t BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'Co�° o AND FLORIDA BUILDING COMMISSION °^ x -i- 1 j DECLARATORY STATEMENT DCA05-DEC-219 \i\l111111/// PRODUCT REVISED 1 o ro as complying with the Florida Building Cade % o, y 2 'm a NOA-No. 17-1011.18 Iv Expiration Date 09/22/2020 -OF SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By ��� ' %�' FGORtflI:.•` ABOVE +60.0 PSF ONLY. Miami -Dad roduct Control ���• ••...�` ,.'` tP 1 0-31 INTERLOCKS INTERLOCKS '////Ir 1,"\� sheet 13 of 28 W/O REINF. WITH REINF. DESIGN LOAM CAPACITY - PSF (GLASS) GI3SS TYPES GLASS TYPES 'A' & 'Al' 'B' & 'H1� NOM. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL WlOiF' BLAME HEIGHT PANELS W/O REIN'F. WITH REIYF. INCHES INCHES ALLOWED EXT,(}) M.(-) FxT.(}) INT.(-) 24-1 /8 10 60.0 60.0 B0.0 80.0 30-1 /8 10 60.0 60.0 80.0 8a.0 3s -7/e 10 so.D sa.a eo.o aa.o 42-i/e 80 �111 4 60.0 60.0 80.0 80.0 48-1/e o6o.c so.D eo.o eo.a 54-1 /8 9 53.3 I 53.3 71.1 71.1 24-i/8 16 60.0 I fi0.0 80.0 80.0 30-1 /8 10 60.0 60.0 80.0 80.0 36-1/8 10 60.0 60.0 80.0 I 8G.0 84 42-1/8 10 fiO.0 60.0 80.0 8G.0 48-1/8 10 60.0 6021- of .0 80.0 8G.0 54-1/8 9 53.3 53.3 7i.1 71.1 24-7/8 10 60.0 60.0 B40 80.0 30-1/e 10 b0.0 60.0 80.0 80.0 36-i/8 90 70 60.0 b0.0 80.0 80.0 42-1/8 70 60.0 80.0 80.0 80.0 46-1/8 9 E0.0 60.0 I 80.0 HC.O 24-1/8 r9= 0 60.0 60.0 80.0 80.0 30-1/8 0 60.0 60.0 80.0 I 80.0 36-t/8 96 0 60.0 60.0 80.0 80.0 42-1/8 60.060.0 8C.0 80.048-1/B b0.0 60.0 H6.0 80.0 GLASS TYPES IN TERLOCKS WITH REINF. z4-i/s 3G-1/8 36-7/8 42-1 /8 48-1/e 54-i/H 102 tG - - sG.c sG.G 10 60.0 60.0 10 6CA 60.0 1G - - 60.0 60.0 10 - - 60.0 60.D 9 - - 54.4 54.4 24-1/8 36-1/8 4Z -i/8 48-1/e 53-1 /8 fob 70 - - 60.0 i fi0.0 10 6aA 70 - I - 640 60.0 to - - sG.D sG.o 9 - - 54.4 54.4 24-1 /8 30-1 /8 36-1 /8 42-1/e 48-i/8 1i4 1a - - 60.0 60.0 10 - - 60.0 fi0.0 70 - - 6G,0 60,0 f0 60.0 9 - - 60.0 60,G 24-1/8 3G -1/e 3E -i/8 42-1/8 48-7/8 720 10 - - 60.0 60.0 10 - - so.o sG.G 10 - - 640 60.0 10 - - 60.0 60.0 3/16" ANN. GLASS x....3/16" ANN. GLASS U 0 .075" Interlayer .075" Interlayer Sgflex CP With PET Core Saflex CP With PET Core o By Eastman Chemical Co.' By 'Eastman Chemical Co.' OR m J .090" Interlayer .090" interlayer Q f W z Saflex Clear And Color Glass Saflex Clear And Color Glass 8y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q E OR OR 1z IL c o .090" Interlayer 090" Interlayer 1` 3/8" P.iR. SPACE w Sent as / 1 SentryGlas N By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' O u OR OR �' I'OM .090" Interloyer 3/16" TEMP. GLASS .094" Interlayer U 0 11 \I Trosifol PVB \ Trosifol PVB ui d By 'Kuraray America, Inc. By 'Kuraray America, Inc. O p 3 16" HEAT STREN'D GLASS \\ 3/16 HEAT STREN'D GLASS a O l / r 0 0 SILICONE SILICONE U) Z n a Iw GE SCS 1200 w GE SCS 1200 rDOW CORNING 899 m \\ DOW CORNING 899 jt, Z to o _z m DOW CORNING 995 z m DOW CORNING 995 J t7 _6 N 4 Mt XL EDGE SPACER Q W m 2 �- M1 �I 'll C9 II 1 19 IIi ST. STEEL BY `CARDINAL' j rn I; II II OR DURASEAL BY 'QUANEX N OR mm (Yi SETTING BLOCKS �' - SUPER SPACER BY 'QUANEX' �1 V rri O AT 1/4 POWM ON UTES O o n ei WIDER THAN 36"a rn SETTING BLOCKS in W EPDM W AT 1/4 POINTS ALL SIZES 4 DUROMETER 85*5 r-^" EPDMo DUROMETER 85±5 z 0IT" W El d X GLASS TYPE 'A'GLP_SS TYPE 'AV < _ � c 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS o O = N o 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS O .075" Interlayer .075" Interlayer z O Lt Saflex CP With PET Core Saflex CP With PET Core _ oM By 'Eastman Chemical Co.' \ By 'Eastman Chemical Co.' OR OR rc U' O Q .090" Interlayer .090" Interlayer Saflex Clear And Color Gass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' \ OR OR I .090" Interlayer 3/8" AIR SPACE .090" Interlayer ,� I SentryGlas SentryGlas ; L, !� By OR Kuraray America, Inc.' By 'Kuraray America, Inc.' OR o ti g n " Interlayer 3/16" TEMP. GLASS 90" Interlayer0oC°Trssifol P By 'Kuraray America, Inc.' By Kuraray c rw m Ro America, Inc. _ y z a 3 C 3/16" HEAT STRENT GLASS 3/16" HEAT STREN'D GLASS SILICONE a: SILICONE SIH ` GE SCS 1200 T F GE SCS 1200 t rDOW CORNING 899 m DOW CORNING 899 z m / DOW CORNING 995 ? DOW CORNING 995 c v N or u' XL EDGE SPACER m o o!o of M1 SL STEEL BY 'CARDINAL' Ian o m SETTING BLOCKS rn II jl �I OR c :I AT 1/4 POINTS ON LITES :IO I; II WIDER THAN 36" jl II Ij DURASE•4L BY 'QUANEX' j1111111p1� o (>y OR EPDM C - SUPER SPACER BY 'QUANEX' O DUROMETER BSiS I PRODUCT REVISED Qi 16 t SETTING BLOCKS \ �.• L E��'°. n W W AT 1/4 POINTS ALL SIZES as complying with the Florida LulBuilding Code a EPDM NOA-No. 17-1011.18 _ Y W DUROMETER 85±5 Ali Expiration Date 09/22/2020 _ -C ' By� m•'�� drawing no. GLASS TYPE 'B' GLASS TYPE 'Bl' r _ sEo� I Miami—Dad roduct Control "ix ;�<�RIOP' W10-31 7/1b" OVERALL LAM. GLASS 7" OVERALL INSU_. LAM. GLASS � � �� GLAZING OPTIONS u1Illtnt '' sheet 14 of 28 2BY WOOD BUCKS IN CLUSTERS SEE NOTE SHEET 1 AT MTG. STILE & INTERLOCK ENDS 3 KSI SEE CHART CONCRETE ED6 01ST,kFO . NTITE.S 35/8 " n ^ e. 1BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN CLUSTERS AT MTG STLE- & INTERLOCK ENDS SEE CHART FOR QUANTITIES )XIST, _ °3 .5/8" TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES 3 KSI CONCRETE EDGE �- 3 -5/8" ( DIST Il i 4ftu L STRUCTURES SPEC BELOW i yUV lUVlll tom' TYPICAL ANCHORS 3 KSI IN CLUSTERS 'CONCRETE AT MTG. STILE_ !K I U MII & (NTERIUOCK -ENDS ''4 " SEE EDGE 151.° .CHART, "; FOR' QUAtdT1i1,ES,. 2BY WOOD BUCKS IN CLUSTERS SEE NOTE SHEET 1 AT MTG. STILE & INTERLOCK ENDS 3 KSI SEE CHART CONCRETE ED6 01ST,kFO . NTITE.S 35/8 " n ^ e. 1BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN CLUSTERS AT MTG STLE- & INTERLOCK ENDS SEE CHART FOR QUANTITIES )XIST, _ °3 .5/8" TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES 3 KSI CONCRETE EDGE �- 3 -5/8" ( DIST Il i 4ftu L STRUCTURES SPEC BELOW i yUV lUVlll tom' X uuu161111 I OR 'FRAME HEIGHT INCHES HEAD ANCHORS (TYPE A, B & E) !K I U MII Q 4 B 8 4 6 �'LvJ UII EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) IN--(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) I� w 80.0- of X V wMiarrI 6M w V 80.0- t_ 60.0 - - 76,2 80.0 - 72.4 80.0 - 68.7 80.0 ANCHOR TYPE A N in ANCHOR TYPE A `�.� m vi ANCHOR TYPE B N o ANCHOR TYPE C \ mn N INTO 2BY WOOD BUCKS "< - THRU 1BY WOOD BUCKS ala ;71.6 67.3 80-0 - 4.3 80.0 DIRECTLY INTO 3 KSI CONCRETE 62,3 80.0 - 59.1 80.0 a INTO METAL STRUCTURES 80.0 o OR WOOD STRUCTURES 80.0 - INTO 3 KSI CONCRETE 840 .� - 79.7 80.0 - 75.6 80.0 I I0 OR APPROVED MULLIONS - -' LIMIT E)CT.(+) LOADS TO 60.0 PEE FOR DOORS LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS UMIT EXT.(+) LOADS TO 60.0 ESE FOR DOORS [TRANSFER UCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO USTAIN LOADS IN BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL. ANCHORS: SEE ELEV. FOR SPACING THEM TO THE BUILDING STRUCTURE, STD. FRAME HEAD AND SILL -AT HEAD- - - - - - - -.AT IAMBS- TYPE 'A'- 114" X 3-114" ULTRACON BY 'ELCO' (Fu=177 KSI, FY=155 KSI) TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, fy=155 KSI) THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN, EMBED INTO CONCRETE TYPE 'B'- DESIGN LOAD CAPACITY - PEE (ANCHORS) NOW PANEL WIDTH INCHES OR 'FRAME HEIGHT INCHES HEAD ANCHORS (TYPE A, B & E) SILL ANCHORS (TYPE 132) CLUSTER AT CLUSTER AT STILE/INTERLOCK ENDS SPIE/IMHiLOCK ENDS 4 B 8 4 6 8 EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) IN--(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-1/8 30-1/8 36-1/e 42-1/8 48-1/8 54-1/8 62 80.0- a (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE wMiarrI ALUMINUM: 1/5" THK, MW. (6063-T5 MN.) 80.0- t_ 60.0 - - 76,2 80.0 - 72.4 80.0 - 68.7 80.0 - 66.8 80.0 - 63.4 80.0 - 62.8 80.0 - 595 80,0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 80.0 - - 80.0 - - 80.0 - - 80.0 - - 75.5 90.0 - 800 - ;71.6 67.3 80-0 - 4.3 80.0 - 62,3 80.0 - 59.1 80.0 80.0 58.4 80.0 60,0 55.3 80.0 ! 80.0 24-1/8 30-1/8 36-1/8 42-1/e 48-t/e 90 80.0 - - 840 - - 79.7 80.0 - 75.6 80.0 I - 69.2 80,0 - 65.6 80.0 - 61.9 80.0 - 58.7 80.0 80.0 56.7 60.0 80.0 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 80.0 - - 80.0 - - 718 80.0 - 69a 80,0 - 63.9 80.0 - 60.6 80.0 - 57.0 80.0 80.0 54.0 80.0 80.0 51.9 77.9 80.0 49.3 73,9 Bolo 24-1/8 30-1 /8 36-1/e 42-1/8 48-1/8 54-1/8 10e 60.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56,2 60.0 I 60.0 52.7 60.0 60.0 50,0 60.0 60.0 479 60.0 60.0 45.5 50,0 60_O 1 44.3 60.0 60.0 42.0 60.0 60.0 24-1/8 Lw -1/8 36-1/8 42-1/8 48-i/8 109 60.0 - - 60,0 - - 60,0 - - 609 1 - - 55.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 60.0 44.5 60.0 60.0 42-2 600 60.0 24-1/8 30-1/6 36-1/8 42-1/8 48-1/8 j 114 ( 60.0 - - 60.0 - 6C°0 - - 57.2 600 60.0 51.9 60.0 60.0 49.2 60.0 ! 60.0 45.9 60.0 60.0 43.6 60 0 60.0 41.5 60.0 60.0 39.4 59.1 60.0 24-1/8 30-t/8 36-1/8 42-1/8 48-1/8 120 60.0 - - 60.0 - 56,9 Co.. 60.0 54.0 60.0 60.0 46.8 6oX 60.0 46.3 60.0 60.0 43.1 60.0 50.0 40.9 60.0 60.0 38.9 58.4 6C,0 36.9 LIMIT E)CT.(+) LOADS TO 60.0 PEE FOR DOORS LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS UMIT EXT.(+) LOADS TO 60.0 ESE FOR DOORS [TRANSFER UCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO USTAIN LOADS IN BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL. ANCHORS: SEE ELEV. FOR SPACING THEM TO THE BUILDING STRUCTURE, STD. FRAME HEAD AND SILL -AT HEAD- - - - - - - -.AT IAMBS- TYPE 'A'- 114" X 3-114" ULTRACON BY 'ELCO' (Fu=177 KSI, FY=155 KSI) TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, fy=155 KSI) THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN, EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-t/4" ULTRACON BY 'ELCC' (w=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE w 2" MIN. ENIBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) M INTO MIAMI-DADE COUNTY APPROVED MULLIONS 5 OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) a (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE wMiarrI ALUMINUM: 1/5" THK, MW. (6063-T5 MN.) STEEL: 1/8" Tri K. MIN. (Fy = 36 KSI MIN.) t_ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) . - - - . - . - . - - - - - - - AT SILL - - TYPE 'B2'- 1/4- DIA. ULTRACON BY 'ELCO' (1`u=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 13/4" MIIN. EMBED INTO CONCRETE ENOTE: E ANCHOR CAPACITIES LISTED ON THIS U < SHEET TO BE USED IN CONJUNCTION F WITH GLASS CHARTS ON SHEET 13 0 LOWER APPLICABLE VALUES CONTROL. s 3 TRACK SYSTEM SHOWN ALSO APPLICABLE zTO 2 AND 4 TRACK FRAMES. < PLEASE SEE FOLLOWING SHEETS FOR DETAILS. a W 3 PRODUCT REVISED w as complying with the Florida Building Code M NDA -No. 17-1011.18 5 Expiration Date 09/22/2020 /~ a By wMiarrI oduct Control 55.4 ! 60.0 z REINFORCING ALL SIZES REINF. UPTO 96 IN. HT. BRINE. ABOVE 96 IN. ITT. UPTO 120 IN. HIGH. ANCHOR TYPE B DIRECTLY INTO 3 KS[ CONCRETE N < PC ED & HARDENED c T� NO-METALLIC/NON-SH RIN KAG E HIGH STRENGTH GROUT ' P'c = 5000 PSI MIN. NOT BY C.GI. MUST TRANSFER SHEAR LOADS TO STRUCTURE INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD '- THRU 1BY BUCKS INTO CONC. OR MASONRY f 1-1/4" MIN. EMBED INTO GONG. OR MASONRY TYPE 'B'- 1/4" DIA ULTRACON BY 'FLOG(Fu=177 KB, Fy=155 KSI) DIRECTLY INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KS1 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 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 VC = 3000 PSI MIN, C-90 HOLLOW/PUUED BLOCK AT JAMBS I'm = 2000 PSI MIN. SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY ? ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE of o'I - o = ry mS mEO; o'0 0 h h \`1111{0111717/ o �� ' �� � 7y7 T n 3"�5/8. `��`°A��'•7 �N F''�� °i\ � to 7 � o TYPICAL ANCHORS IN CLUSTERS _ � of, AT MTG. STILE ;'°`�� drawing no. & INTERLOCK ENDS A71E OF SEE CHART �` '•.�',COR19>;:'a��` V�/10-31 FOR QUANTITIES t` 3 SEE SHEET 15 FOR ANCHORS PRODUCT REVISED Volt' as complying with the Florida - Building Code NOA-No. 17-1011.18 3 X z EDGE DIST. < 3 5�8 EDGE EDGE DIST. 5/8'� EDGE DIST. 5/8�� Z m m j . , GI - DIST... - i _ _ Expiration Date 09/22/2020 Z m W a mS .46 .I .. Q.I C; 3 By M " o ° Miami Froduct Control p J r I I a. l SCF LL I Q�iu'i� o E1 WEEP SIZE 1/4" X1/8" a a ro o0 O 3tMtt O O f t i REFER SHED i5 FOR VARIOUS 0G oilX A C E®INSTALLATION CONDITIONS. Q.' C o N CE)Q Lj E7 I 2A 1 l � Z 0 m l T OPTIONAL SLANT SILL ADAPTORS Q W lj 'i li II' I II U m � C I Il �l i iI II II 0 it jl i ii it �I. jl o � II II II !I !I m 0 W II II II II II DECORATIVE SILL COVER <n I U_ N LL OPTIONAL = O S cy o o z Q I II II I II II II II I rL in C) p II li I� ll II II 1-�i N fl i� I w l 0 O Q w III 4 II h II ��� J h U :2E� i 1111! � 11 II I II III II I III I I Ili IIII �! j I Alii Iifl�I 2 �I =' 'I ,Ii j111-1 SILL RISER olo z 011. III I'I{I o'0 0 w 1.0 PbURED 2c HARDENED I! I' E8.1 READ. FOR LOADS HIGH STRENGTH GROUT ABOVE i-80 PSF w II li II II 11 III'I u w NON SHRINK, NON METALLIC ;I SILL RISER 4{ f'c 5000 PSI MIN. E8 REQO. FOR LOADS I ���� ' %I w I6 1 NOT 5Y CGI WINDOWS I ABOVE +EO PSF�Iz MUST TRANSFER SHEAR 77 E) I l LOADS TO STRUCTURE j 1i II 1 ' n I I T T ,I N a r Y J E Ell .70592 a 3 KSI CONC. \ 3 5/8'; a°.Il m a3 5a i13 KSI CONC. ._ °i.. .3 5 _ .I I_ '.t t �" I� EDGE DIST. _ I EDGE DIST. EDGE DIST.° � w j drowi SEE SHEET 15 FOR ANCHORS ��� SYAT�tlN c�� THREE (3) TRACK DOOR DETAILS zai/YOlNAL ee \\ she=t-16o 8 TYPICAL ANCHORS SEE ELEV. CFOR SPACING 1/2" MAX. LOAD BEARING SHIM w � z U p Z � I0 O � O E6 D.L.O. O REQ SEE CHART ROND \J Al SHEET 13 FOR CAPACITY E5 10 I i I E2� 10 E4 D.L. OPG. EXTERIOR NCM. PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK (REINFORCED) DOOR FRAME WIDTH (REINFORCED) L1X6 OR LARGER WOOD BUCKS `i PANEL WIDTH O 1/2" MAX. 1/2,• MAX. LOAD BEARING D.L.O. LOAD BEARING SHIM SHIM w w Llc Z \ ,z,� TYPICAL ANCH�RS / - _ I �.� TYPICAL ANCHORS SEE E FOR SPAGI G� -SEF ELEV. FOR SPACING WOOD STRUCTURE EXTERIOR DOOR WIDTH O #10 X 1-1/4- SS PH SMS 1 PER CLIP O 3 PER PANEL AT 18" FROM EACH ENDM2 AND AT MIDSPAN A. " 3/4" SS FH SMS I PER CLIP-\ ASTRAGAL 1/4- MAX. LOAD BEARII SHIM FIXED PANEL EXT. DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 - rd- By Miami- Product THREE (3) TRACK DOOR DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING \ 11111nnttts g i = IN G592 b 9 V O sra OFO/ drawl 9 o FLpRl'DIS, �� t N 10-31 sheet 1-7 t o N � L o a!in bj Of I � V) C 0 =N o o in ) n I 3 N,) C F- F- n v� O g METAL U STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING \ 11111nnttts g i = IN G592 b 9 V O sra OFO/ drawl 9 o FLpRl'DIS, �� t N 10-31 sheet 1-7 t SEE SHEET 15 FOR 01 z EDGE DIST. 1 3/4"\ E I�� ^a .I 3 KSI GONG, \IQ O I O 4 I I I a ; o+ ". 1 3 KSI CONC. EDGE DIST. 1.314" SHEET 15 FOR ANCHORS LOADS D PSF R ANCHORS TWO (2) TRACK DOOR DETAILS WEEP SIZE 1/4" X 11T; REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONSI OPTIONAL SLANT SILL ADAPTORS DECORATIVE +/ SILL COVER OPTIONAL 1 r'I �ll I I l L I �I II I I� I SILL RISER E8.1 OPTIONAL FOR LOADS ABOVE +60 PSF I II 1 11 11 II u II II J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By --- Miami "`lode Product Control Ii of Z m jl `g Z h P. W qN I Z N a Q gt. o 0 O ri U d W U IM` AW i4 Fi o Cr am °a 0oLFr O y N cn Z OE ME SE0N1w aWmir. � I N I O � = C o - M ti � V7 O 0 Vi zl GL a ' Q V) Lf) 0 z = Z _j Gov cn s � Li O CipQJ i U II 11 w E! x a q wJ W F b o jl II o W' Id II o i I�I, li III II III Ij I ( � I I !j Ij jl it Ili SII POURED & HA HIGH STRENGTI NON -SHRINK, QVC = 5000 P. ay NOT BY CGI W M3 MUST TRANSFE LOADS TO STR B I 5 _ 1 j - � I w l M21It n n - 4 I I I a ; o+ ". 1 3 KSI CONC. EDGE DIST. 1.314" SHEET 15 FOR ANCHORS LOADS D PSF R ANCHORS TWO (2) TRACK DOOR DETAILS WEEP SIZE 1/4" X 11T; REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONSI OPTIONAL SLANT SILL ADAPTORS DECORATIVE +/ SILL COVER OPTIONAL 1 r'I �ll I I l L I �I II I I� I SILL RISER E8.1 OPTIONAL FOR LOADS ABOVE +60 PSF I II 1 11 11 II u II II J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By --- Miami "`lode Product Control Ii of Z m jl `g Z h P. W qN I Z N a Q gt. o 0 O ri U d W U IM` AW i4 Fi o Cr am °a 0oLFr O y N cn Z OE ME SE0N1w aWmir. � I N I O � = C o - M ti � V7 O 0 Vi zl GL a ' Q V) Lf) 0 z = Z _j Gov cn _ CipQJ U O +PIPO � I 0 a aF ; ���� drawing no. '' °;�°� W10-31 TYPICAL ANCHORS TYPICAL FOR 1 /2° MAX. /\ WOOD STRUCTURE SEE NOTE SHEET 1 EXTERIOR O w > L1 zo #10 X 1-1/4" SS PH SMS _ 1/4" MAX. or a 1 PER CLIP LOAD BEARIf 1/2" MAX U O M. SHIM IAD BEARING TYPICAL ANCHORS ELEV #g X 3/4" SS FH SMS :FOR PAC SHIM SEE SPA6l.NG 1 PER CLIP II \I II EXT. FIXED PANEL " PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami TWO a Product Control TWO 21 TRACK DOOR DETAILS SItlRMr„N2 TYPICAL ANCHORS -SEE ELEV. FOR SPACING R o I _ o � o n o - � drawing no. W10-31 sheet 291 fo 8 REFER TO SHEET 15 FOR VARIOUS L. Ulu SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. J o z 3 s a" PRODUCT REVISED m EDGE DIST. EDGE EDGE 3 5 8" 3 5 8° 0 > n < GE DIST. EDGE DIST. as complying with the Florida m z w _ DIST. _ .. 1 Building Code O 6 % z¢ a.',� Nil 17-1011.18 Z N 0 - —' Expiration Date 09/22/2020 0 0 o' o BY iT Miami -F roduct Control G F OC�u� ,IIII: ImAil la ly �{ WEEP SIZE 1/4" X 1/8" o+0 ro o li J I M11 I 0 NI O��a [E �I A 11 C � .-. O E7 III O wzn C,i J z - Q m m r U11I III. III i !� Ili II I Iii I !i it jl I. ii i o c ! !i it a li j I II li I o 0 ow � ! II OPTIONAL z 0 ' Iii I Ili � lu: I' Ali SL4LNT SILL ADAPTORS o 0 sj i I i 0 ij r ! li S O II jl II II I II h RATIVE 24 SILDECL OVER o N J/ :L OPTIONAL ^� 0 < <I F U ii q li p li r`r z J ,� o al U 1 3 0 0 w 0— ._CJI r� i j r .I ill i I II it - IIII I J SILL RISER 6 0 o N .I ! .I ! E8.1 OFOR LOADS = c w m F li fi POURED HARDENED i1 !I it ABOVE E +60 PSF HIGH STREC NGTH GROUT NON -SHRINK, NON-METALLIC , !! '! !! SILL RISER w f'c = 5000 PSI MIN. jE8 REQD. FOR LOADS NOT BY CGI WINDOWS it l� i> o yMUSTSHEA 1 /�— ABOVE +60 PSF A� II a Is z E7 i LOADS OTRANSTRUCTURER i I / 555 I � �� JI 0 ' I ®_ ® O J II id o r s �� a< ° a< 3 KSI CONC. 3 KSI CONC. EDGE DIST. .3 5%$,� EDGE DIST. 3 5/$•: EDGE DIST, 3 5�8,•a G' O drawing no. SEE SHEET 15 FOR ANCHORS P .,AR,p.••��0. W10-31 FOUR 4) TRACK DOOR DETAILS ���"` sheet 20 of 28 TYPICAL ANCHORS TYPICAL c FOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1091.18 Expiration Date 09/22/2020 By Miami= roduct Control l/4" MAX. L03 LOAD BEARING SHIM EXTERIOR WOOD STRUCTURE BUCK EXTERIOR DOOR FRAME WIDTH FOUR (4) TRACK DOOR DETAILS EXTERIOR 1/4" MAX. IAD BEARD SHIM P9b]IB STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING N f I 0 Z % QZ NVQ Ul N 1 gOp�c o 0Un IL yQr � t0Gnh v n 41 i QYO >m O 0 dab 0 0b �xzO IaL z02 M � I z m Q 1 Qwmi.w I m o \ 'T7 2 'ala s ATE OF.�� drawrng no. w1 0-,31 OAMA 01111110 ( __7e 21 of 28 r;X'L'r: KL V JK X10 X 1-1/4" SS PH SMS 1 PER CUP _ DOOR FRAME WIDTH LZ 1 3 PER PANEL 1X8 OR LARGER AT 18" FROM EACH END M2 WOOD BUCKSAND AT MIDSPAN \ LOAD BEARING SHIM r8 X 3/4" SS FH SMS 1 PR CLIP U - O 1/2" MAX.it o o < TYPICAL ANCHORS LOAD BEARING SHIM p q SEE ELEV. FOR SPACING II WOOD STRUCTURE BUCK EXTERIOR DOOR FRAME WIDTH FOUR (4) TRACK DOOR DETAILS EXTERIOR 1/4" MAX. IAD BEARD SHIM P9b]IB STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING N f I 0 Z % QZ NVQ Ul N 1 gOp�c o 0Un IL yQr � t0Gnh v n 41 i QYO >m O 0 dab 0 0b �xzO IaL z02 M � I z m Q 1 Qwmi.w I m o \ 'T7 2 'ala s ATE OF.�� drawrng no. w1 0-,31 OAMA 01111110 ( __7e 21 of 28 �I I 0 Z01�m 3 q h Z m W F� Z�t� �a ���0 O WNL SIU IL " 0U) #10-16 X 1/2" HH SELF DRILLING SCREWS p >_ 2 m AT 6" FROM ENDS & 12 O.C. Q O o 1 II li i l o .3 r III III l 1 rT.., �4.Zm= ml I a (D g 1 W m F = JI II I O 90' CORNERl F' i 135' CORNER 0 o it ,I (I �./ W 10-24 X 7 2" #10-2# X 1/2" F z II # / FH THREAD CUTTING SCREWS 1 U FH THREAD CUTTING SCREWS C a II I! AT 6" FROM ENDS & 12" O.C, AT 6" FROM ENDS & 12" O.C. o — � Aril C E32 ¢o mph -0 M N O F?P I j � ! 8 E31 QUO I � � r u w Na E EXTERIOR ° 0lo �+ EXTERIOR o w w _ D.L. OPG. � a a PANEL WIDTH PANEL WIDTH m 1 z m E o DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2" C HH SELF DRILLING SCREWS o AT 6" FROM ENDS & 12" O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY .�0 0 PRODUCT REVISED ��•'` '.` m as complying with the Florida t�aEtdySF i� o ro Building Code NOA-No. 17.1011.18 �� i fl til .0592 Expiration Date 09/22/2020 �� / --- ', s AT oR ; ���' drawing no. By '__ Miami -Dai! Product Control �i �R19P'' ���� W 10-31 �rtllllttl�� sheet 22 of 28, EXTERIOR MOUNTED �fj POCKETED JAMB 0 TYPICAL ANCHORS Z n : TYPE A. B OR C M AT 6" FROM ENDS AND 0 Z N < 9" O.C. INTO WCOD/CONC./METAL m Z m c 6" O.C. INTO BLOCK ONLY Q a Q i-1/.." MIN. �1-1/2" MIN. WOOD EMBED f): O p ` o 00 SEALANT EDGE DIST. 1-1/4" MIN. BLOCK EMBED 0 w N TYPICAL PAD PILE INSTALATION LOCATION 1-3/4" MIN. CONC. EMBED LL �,,, 1/8" MIN. METAL THICKNESS It O r u 0 /\f BLOCK S ` \ / / WOOD � 2 ¢ 5 °o / METAL O a a n 0 U X N p -_-_ JC Q I 'W �---_.,- - -- � 5 s LL z m_ ro I m N J 0 M 6 I I L�a 'QwmLLIJ ��U. T III (� I EXTERIOR o w IIj a v rn o � II 'I N o o r, z O w < u TYPICAL AT PANEL 4 CORNERS o T POCKET CAVITY NOT BY CGI ! ¢ r NOT PART OF THIS NOA o 3 Ln M TO BE REVIEWED BY AHJ O !.,1 DOOR FRAME WIDTH N o 0 w o�� 2 NOM. PANEL WIDTH EE CD ¢ w 2 O I I I I h I I Nim `zl O O O O O Ell U O© O O 0 o r... EXTERIOR ` '4 PRODUCT REVISED a as complying with the Florida e` .706 Building Code NOA-No, 17.1091.18 _ e - ` Expiration Date 09/22/2020 OF uy�� drawing no. Miami -D a Product Control ////A®�A�; �`,\ sheet 23 of 2g CODE PART No. DESCRIPTION MATERIAL MANDE, REMARKS El CG -183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI -151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CM -186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 6063-T6 CGf EXTRUDER E5 CGI -154 INTERIOR INTERLOCK 6063-T6 CGf EXTRUDER - E6 CGI -155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI -156 TOP & BOTTOM HORIZ 5063-T6 CGI EXTRUDER - Ee CGI -157. SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI -181 ALT. SELL RISER(OPTIONAL) 6063-T6 CGI EXTP.UDER - E9 CGI -158 INTERIOR TRACK ASTRAGAL 6063-T5 CGI EXTRUDER - E10 CGI -159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI -182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI -161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - Ei3 CGI -185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI -168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI -170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI -121 7/16" CLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI -123 V GLASS GLAZING BEAD 6063-75 CGI EXTRUDER - E18 CGI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063-7£ CGI EXTRUDER - E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-76 CGI EXTRUDER - E20 CGI -155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGI -156A TCP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGf EXTRUDER - E22 CGI -158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER E23 CGI -168A OUTER -TRACK ASTRAGAL(OPTION.AL) 6063-76 CGI EXTRUDER - E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI -184 Z, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI -187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - E28 CGI -1028 FRAME HEED 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI -1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI -1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI -1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 CGI -1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - E33 CGI -1059 MALE CORNER ADAPTOR t 6063-T6 CGI EXTRUDER - M1 CGI -382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI -171C FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL M3 CGI -173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI -176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W23201NG PILE WTT14 CENTER FIN WOOL ULTRAFAB OR EQUIV_ - M12 - BOTTOM RAIL STIFFENER, 1- LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA -51 ROLLER ASSEMBLY AT PANELS WiiHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M IRA PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #1OX3/4" PH M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #1OX3/4" FH M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #1 DX3/4" FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS -202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR 'EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS -201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. M23 HD -12-10042 .350" REACH POCKET SEAL - AMESBURY - S2 - #10 X 1 1/4" LG. PHIL PH. SMS. ST/ST. ASSEMBLY SCREW 1 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SEI' (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) DOUBLE LOCKS: REOD. AT 90' AND 135' CORNER PANELS ONLY IWC POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD -3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD -3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2" OH MS STEEL KEEPER (PART #HD -3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS a --' j111111II/l/7 0 PRODUCT REVISED as complying with the Florida 2 a Building Code f.705 2 9 m n NOA-No. 17-7091.18 s - Expiration Date 09/22/2020 1 Q••. TE OF �•��� I Fd OWIT1cJ no. Mi i d surf W10-31 Miami -p a Product Control ��iX�I/11111ti0", / 4r 111111` sheet 240t 28 4.735 .070 .850 .847 �11 t 1.250 -� E3 FRAME HEAD (2 TRACK) E1 FRAME SILL (2 TRACK) 9 )0 5.921 070 070 � .847 7250 0 FRAME HEAD I 11 FRAME SILL (3 TRACK) OUTER TRACK ASTRAGAL STILE 1 E9 INTERIOR TRACK ASTRAGAL STILE )0 1 O TOP 1 HORIZ ES MAIN STILE F- 3.000- x.095 995 1.770 11 �1�-.060 1.415 c6 INTERIOR INTERLOCK .495 1.186 'a -�I fo- i 1.501 -%I�-.060 II 1 A& 3.000 E4 EXTERIOR INTERLOCK 1.825 .125 125 � 1.310 10 INTERLOCK REINFORCING .675 .995-70 50 9 5 -�I��LL 1.184 1s GLAZING BEAD LAM. GLASS -- 1 -508 nl .725 .065-1 .664 125 lM FIX. PANEL CLIP .120 -=iI- - --.070 1.366 .695 s 1 I Z66 Eo SILL RISER (OPTIONAL) 3.188- .070- j .188.070 j 1.625 582 L-2.120- 0 POCKET HOOK I 120 .995 .050 975 d � 1.184 GLAZING BEAD INSUL LAM. GLASS 1.831 0 EXTERIOR INTERLOCK (OPTIONAL) ♦'-3.750 MAIN STILE E21 HORIZ INTERIOR TRACK ASTRAGAL (OPTIONAL) 625 1.920 2.670 o , 64) I� I 1-.625 1 19 INTERIOR INTERLOCK (OP1101' "�J SILL RISER 3.510 SILL COVER(OPTIONAL) PRODUCT REVISED v as complying with the Florida �-•• Building Code 2005 o NOA-No. 17.1011.18 - Expiration Date 09/22/2020®'• I O I � �° •'•5 OUTER TRACK ASTRAGAL (OPTIONAL) Miami- D a Product Control Ali ircitrii o � I .� i T b. Asa WE OF ;•Bq,7� drawing no. FEMALE CORNER ADAPTOR (9(Y) 1(`32 FEMALE CORNER ADAPTOR (1 128 x.190 1.886 .125--1 �— 1.485 MALE CORNER ADAPTOR E 11 FRAME JAMB (2 TRACK) Q FRAME JAMB (3 TRACK) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 BY MiamD e Product Control �J 510 x,060 .28C .640 @ FRAME HEAD COVER. 640 .344 20 FRAME SILL COVER 243 1.791 .060 iA E2 FRAME JAMB COVER 9 FIXED PANEL CUP €iNSyr • ;� .7, ®�•._.,' SOF ii ��q•.• ORID s���`/ N' � I o � I I a drawing no. I.. W10-31 1i x.725 125 1508 065 .664f�-- 9 FIXED PANEL CUP €iNSyr • ;� .7, ®�•._.,' SOF ii ��q•.• ORID s���`/ N' � I o � I I a drawing no. I.. W10-31 1i LIL 7.750 V' M .080 25 s2 Z W ¢ 0 aoo�a CE28' / O`wN M FRAME HEAD (4 TRACK) F i I O�iNn Cf O > m o / 0 jza 060 / i III O .3 Iz E _ 2.600 ` 003 p I C1° MZ N .753 L—J � 2 o C5 0Q 7.730 I! I j 1 I �C' 7 < 1 N E29 FR," -.ME SELL (4 TRACK) J ! (3 C 1.375 FPRAME TOP CORNER I( I o 4 TRACK SHOWN O -- o W 0� 1.620 "acr) � C ze J I O S N o o O � - N 1.620 z 3 n O o 7.750 2M ¢ —7 I! C9 J U o -::E r 1.620 52 .060 .095 1.620 L I P i I f Lz.z .625 eao FRAME JAMB (4 TRACK) u� / Of •� � D b Ci C v I PRODUCT REVISED /` M'' tGE sc as complying with the Florida L-.-.. Building Code 90592NOA-No. 17-1011.1$ o u Expiration Date 09/22/2020-_ � •• �° I drawing no. By FRAME BOTTOM CORNEore a Product Control%��^T'4O��9���� W10-31 R � s's` \ 4 TRACK SHOWN ,III ���\\�\ sheet 27 of 28 M 0 n i OZ r z a / � W N / - 'Ovula �- a2 ol. M O � ao¢I D �Zp � I awmE rj j(I ry g N FRAME TOP CORNER FRAME TOP CORNER O 3 TRACK SHGWN2 TRACK SHOWN PANEL TOP/BOTTOM CORNER o MITERED BEAD CORNER (TYPICAL) 47 i 1 O W z Q UJ 0 0_ IC ISIco OSnro• 4 N Em O n w '✓.j '� _I y�j Z �I CZD-n c N F S2 y — I ss � z < ' ¢�(jl PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) �0 Ij PRODUCT REVISED .• FN • �� G as complying with the Florida sF o n J Building Code FRAMEBOTTOM TRACKOSHOWN CORNER FRAME 2 ROACKOSH SHOWN NOA-No. 17-1011.18 \ I f Expiration Date 09/22/2020 �_ D sAoF drawing no. By Miami- ad roduct Control �� °•T ORl®P•°����\ W1 0-31 /°°° i �� k� sheet 28 of 28,