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HomeMy WebLinkAboutNotice of Acceptance (3) Ffl M IAM I-®ADE e C®py, iViIAMI—DADi;COUNTY EM 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.miamidlde.eov/economv CGI WINDOWS AND.DOORS,INC. 10100 NW 25 Street Miami,TL 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 iv/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No.W10-31 Rev L,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 01/11/16, 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 Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/2"at Head/jambs&%2"at Sill(w/High strength poured&hardened grout).The Sill to be installed wl anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. 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 MIAMI•DADE COUNTY NOA No. 15-0619.06 Expiration Date: September 22,2020 . ,�'y ,►t- Approval Date: April 2$,2016 Page 1 t MIAMI-®�3E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADD7INISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO'T'ICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecouomv 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseneia,P.E. NOA No.I5-0619.06 M�nM�•nA�Ecouty rY t Expiration Date: September 22,2020 Approval Date: April 28,2616 Page 2 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WIQ 31 Rev L, 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 01/11116,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 SOD 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 Witid 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, Duraseal®and Super Spacer®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 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 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont`Butacite"PVB interlayer, Duraseal®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. • Pod let Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E--1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal®and Super Spacer(T 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. HTL-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 #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FITC 5t" Edition (2014), prepared by Al Farooq Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. . 2. Glazing c6mplies with ASTM E1300-09. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 _ E-2 / 1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RE,R). E. MATE'RIAL 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. 7/04/18.-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 06/19114,expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "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 51h 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 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal@ 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# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, 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.PIasencia,P.E. Product Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-3 A z q% 1 M Q 06 0 N H XQ 4 O Qe-a0 0 3bE I QHE 0 0 a C 1 $ — n N }� N 0 W v G 0 41 oa � 'D 1n '` Cc S N o t2 Nn N N M t2 a 3 N C ZLL 30 THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FRIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON 8 DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING ° MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. g APPLICABLE EGRESS REQUIREMENTS PER FOC TO BE REVIEWED �° p BY BUILDING OFFICIAL. LAMINATED GLASS AND g VV THIS PRODUCT FIRS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED.INSULATING GLASS .N e REQUIREMENTS OF THE 2074 (5TH EDITION) FLORIDA BUILDING CODE INSTRUCTIONS: •v a•• INCLUDING HIGH VELOCITY HURRICANE ZONE (WHIZ). USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT c[x l 1BY OR 20Y WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. aTEP1 DEIERMINE DESIGN WIND LOAD REQUIREMENT BASED 1�111ti I Tr•' 0 4 ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS USING APPLICABLE ASCE 7 STANDARD. A% EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED P,•�'•�ENs•'gO I >r ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 as complying with the Florida U @ o FOR-THE GLASS TYPE AND REINFORCING TO USE, Building Code NOT PART OF THIS APPROVAC. NOA-No. 15-0619.06 - ; N:76692 Go S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000'ONLY. STEP USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Eapiratlon Date 09122/202D `•O ,.Il�i'}{p a.` ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. IN STEP 1 ABOVE. I /� Browing no. By TE OF MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEPTHE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Mlnm ade Product Centro `'' . 101•.: \��� N110-3� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. ',SS/ REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. rTA�I�AL1 7� street T of 28 o Z q i MAX. HEAD ANCHORS o z "+ "1 z 282 13/16"MAX. i�wS N a DOR FRAME WIDTH p p u HEAD ANCHORS 114""Ll Q 48 1/6' ANCHORS IN PAIRS 2,3 OR 4 PAIRS 1W�I AT gg HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 6"AIA% D C w NOM. PANEL WIDTH AT 3'O.C. t,EEHT ONt4 1 EAOSILL 13/16' FALSE MUNTIN (-C-) FOR CAPACITY SHEEP 15 C RNERS MIN. OPTIONAL /{ C C e REINFORCING 1 LL H LL 4 i 1 AT INTERLOCKS OPTIONAL SEE SHEET 13 G FOR CAPACITY a + 72 1/611 v l yi L OP4,1L 2 POINT 42 1/8' i C `vja ==p-==ciT='= SINGLE LOCK D.L.OPG. Qo 1 J S m ;a w \ ma Ir 11 SEE SHEET 24 Z i ,!\ Z ^ H o Ed I' %/ ji FOR DESCRIPTION j� i Z 00 ztLd o I b ' a Al ---T-=-T-' _I II 11 II z � r'1 m -'1L--_Jj_ o od riw 1 z '00 3 m aQu �jm I C ZTi a _v POCKET JAMB �r o �• (SEE SHEET 6,8, 11 SILL TYPE B2 ANCHORS 48 1/8" & 12 oda 2,3 OR 4 PAIRS 48 1/8' POCKET AT STILE ENDS INTO CONC. PANEL WIDTH PANEL WIDTH HDE�1"27)M ON JAMB ANCHORS 3 TRACKAT 3"O.C. JAMB ANCHORS SEE CHART ON SHEET 15 . ... ..FOR CAPACITY o i m �6"• 14' 3' :3 TRACK SILL ANCHORS v u h MAX. 7YP. o n I fl'I B. 8' 8• t^-Wa6�1 F•=•�1 itllll 1 11 P)BEEP auslEx (2)KV 0.u51Fx (2)WEEP CLUSTER (2)WLEP CLUSTER (2)WEEP CLUSTER (2)NEEP CLUSTER (I)BED CLUSTER j;'1,yCEN3F•'•,• o n TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida - No 0582, L Building Code - NOA-No. 75.0619.06 D L. OPENING Expiratlon Date 0912212020 .• 11 7E OF drawingo no, D.LO HEIGHT - DOOR FRAME HEIGHT- 9 11/16' ���+ R•AIO�.'G�� W10--37 D.L.O.WIDTH =NOM. PANEL WIDTH - 6" Mlam-D Produet Contro �'�SS�Oygl���`` PANEL HEIGHT= DOOR FRAME HEIGHT -1 3/16` '11r11111 tT1� sheet 2 of! 2 TRACK `Y n HEAD ANCHORS 4-9 3 • r�i z MAX. .... O � � z 190 9/16'MAX, DOOR FRAME WIDTH .... 14"MAX. a L' ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL AT HEAD/SILL/JAMBS 2. 3 OR 4 PAIRS Iu AT STILE ENDS SEE SHEET 15 6• MAX. (L O C u 1 13/1 G" _- SEE CHART ON SHEET 15 V N AT 3'O.C. HEAD/SILL r FALSE MUN11N - MIN. OPRONAL Al C1 FOR CAPACITY CORNERS ry o m �. -. iO S a p MO S \ , ----� Q O�g �Z U) REINFORCIocP- AT TILC OPTIONAL Q Z 10 G1 II II H J1 SEE 514EEF 13- I u1 I( II FOR CAPACITY d �I 1� Z POINT 42 1a w= u \io p 14lIi Ijl 1/8 42 Il � C M$INGLE LOCK 6 DSEE SHEET 24 .LOPG. D.L. OPG. a FOR DESCRIPTION 0 I i }r'{ �+ qo a. II / I I-- � �• ��, w�1 O1\is� � b o i� �' i �' � •� p�j 0 m s= N p -'If - '(I - I I M Z Gl� � ,OU 3 n M g? .. ` MI6" 3" 4.W v _ 0 � 14' EXTERIOR EXTERIOR 3 TRACH Q N HEAD ANCHORS et•-••• " z¢ 149 5/16" 146 9/16" 97 3/4" DOOR FRAME YAOTH DOOR FRAME WIDTH DOOR FRAME YADTH n 0CcO11� O U 14"MAX. HEAD ANCHORS w fV FALSE MUNTIN HEAD ANCHORS 14" 2 OR 4 PAIRS IL OPTIONAL ANCHORS IN PAIRS 2,3 OR 4 PAIRS 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 8"�• C(OO n _ NOM.PANEL WIDTH �AT 3"OZ. SEE CHART ON SHEET 15 HEAD 0 t1 UI 1 Y i0R CAPACITY CORNERS D SEE CfiAF1i ON SHEET 15 f MIN.6' U 0 A _ L• E FOR CAPACITY CORNERS MIN. C�x a ~\ \ 1 0a0a epi I 0OUR 0 y_0 w t REINFORCING �� )i'Z- AT INTERLOCKS .J O ro 5 SOPTIONAL EE SHEET 13 Q b m FOR CAPACITY F ii H N c 2 POINT iF =��_= DOUBLE LOC S m I. 2 1/8fl I SEE SHEET 2 (O U m \ I L. OP OI u FOR 42 1/8' 42 1/8" _ C i ;a ; DESCRIPTION O.L. OPG. 2 POINT D.L. OPG. S DOUBLE LOCKS W I SEE SHEET 24 a0 FOR DESCRIPTION 13 a O W 1 0� �Uj N a 1 �p II 11 � 3 NM I aw 11 II 0 M m gid I xm B D F _ � •� I' Ij 1 11 / r 1 / / pVVptS5t O POCKET `--- l SILL TYPE D2 ANCHORS SILL TYPE 82 ANCHORS / 48 1/8" 48 1/8" 48 1/8" 48 1/8' Z JAMB ANCHORS 2 OR 4 PAIRS 2,3 OR 4 PAIRS J PANEL WIDTH PANEL WIDTH ;a ` AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEF,CHART ON SHEET 15 o FOR CAPACITY `cY eo �a" 14' 3" EXTERIOR EXTERIOR 3 TRACK m -�I MAX.- TYP. SILL ANCHORS c o "I (TESTED UNIT) ' o p TYPICAL ELEVATION c `\`1t\ttl if !!fir o "1 PRODUCT REVISED �`� �Fip•AN11�d�'�., as comp)ying with the Florida P'uCENSE'•,G7 o n Building Coda �: 0 NOA-No. 15.0619.06 No. 0592 Expiration Data 0912212020 = *f!y),{x//((.����- ByTA of ,i�(1/�� drawing no. Miami- a Pro uct Can rol �, IDP.•'G,\` W 10-31 ���i lis•'••....... .,r S/OR1A4 E� /Nrfill tlA sheol 4 of 2B FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED y�U v _ �. DOOR FRAME W. ANEL WIDTH NON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 735' CORNERS n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. m 9 3 FOR DOORS USING 90' & 135' CORNER STILES 0 y LIMIT MAX. . DESIGN LOADS TO ±600 PSF z a H L ro — _ I PRODUCT ggREVISED oI as 3uildin,y 0 0Wllh the Florida IL N Hoa-No. 15-0619.06 2:xxx o OGw (SHOWN) EXTERIOR 0 © expiration Date 09/2212020 OXX XXON 0 11XXX(REVERSE) Nllam- e Product Control a 3_O ^ FRAME WIDTH 0 cur/�1 a DOOR FRAME WIDTH NON-REINF.INTERLOCKS aQ�Z o 6 �_o SEE CHART ON SHEET t3-j-, LL z° rs L H Jt H j w H g 3 ° � o L g C m XXXXXX(SHOWN) © O EXTERIORO J1 O NOM.PANEL WIDTH O © 1- N OXXXXO 90'CORNER DETAIL'0'ON SHEET 22 " p L5 n 135'CORNER DETAIL'P'ON SHEET 22 a C,W OPTIONAL IN LIEU OF Jl X n I DOOR FRAME WIDTH FRAME WIDtti CO isN o PANEL WIDTH 3 N n M n �3 n IaJ. . t O g`. H O I XXXXXX(SHOWN) © 0 EXTE0 RIOR O O O O 90'CORNEA DETAIL'0'ON SHEET 22 NON-REINF.INTERLOCKS 135'CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 OPTIONK.IN UEU OF J $ FRAME WIDTH c DOOR FRAME WIDTH PANEL WIDTH c u z 8 3 © H J K f o— ° XXXXXO(SHOWN) © O OEXTERIOROXXXXO 9a•CORNER DETAIL'O'ON SHEET 22 . S �����AO/AH�wff� 135'CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 P.•a�NeE'';�o OPTIONAL IN LIEU OF JI 1 ` T .705912 NOTE: BPPROVE'D CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. s ATE OF ?�l(f\� drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONSFLORIDA,:' �; W10-31 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '���iSS�OAIAI.���` THREE (3) TRACKS A. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. fIf11111L\\ sheet 5 0l 28 " DOOR FRAME W. DOOR FRAME VrtOTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED Fmtul u - ANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSSHARTON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. w it H I• i FOR DOORS USING 90' & 135' CORNER STILES C h o H k iY LIMIT MAX. DESIGN LOADS TO z160.0 PSF to o Io PRODUCT REVISED c a as com 1ging with the Florida o o G M Bul(ding Code NOA-N.. 16.0619.06 'r� L ExPiration Date 09/22/2020 c MQ OH EX RIOR HO © 0 PXXX(SIIOWN) gY l� � XXXP Mlam-9 a Product ontrol a DOOR FRAME WIDTH a DOOR FRAME WIDTH 0 OQ N --" EL WIDTH NON-RpOr.INTERLOCKS O d1 K r--� ---� SEE C ANT ON SHEET 13 a�IA O a _ z IdI o 13 I a�1 is o f O S I O PXXXXXXP(SHOWN) O O EXTERIOR O 90'CORNER OETAII'0'ON SHEET 22 pi 135'CORNER DETAIL'PQN SHEET 22 0 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH o 0 DOOR FRAME WIDTH FF-- LL NON-REINF.INTERLOCKS ___ SEE CHART ON SHEEP 13 17�N o s I H J N t 3 M n �U u�o H 3 H b Q jV CZ�� o la - o o M K I USE PXXXXXX(SHOWN) O EXTERIOR O O O PANEL WIDTH O O XXXXXXP LO-CKET CAVITY NOT DY CCI 90'CORNER DETAIL'O'ON SHEET 22 NOT PART OF THIS NOA 175'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J ,. s z DOOR FRAME WIDTH DOOR FRAME WIDTH r 8 0 NON- OF.INTERLOCKS °'� SEE CHART ON 511EET 13 I V 4161 t3 Ff 1 u la oIa rEUM N I 1 a°�Nm I 1 -o S • - �� PXXXXXO(SHOWN) - O O EXTERIOR O O PANEL WIDTH O O \T11111 II OXXXXXP 9a'CORNER DETAIL'O'ON SHEET 22 \\\alqDO 135'CORNER DETAIL'P'ON SHEET 22 I 33 OPTIONAL IN LIEU OF J �•'C\C 3F''•. ' APPROV O CONFIGURATIONS I o POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: N.70592 •• D n SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. */)/ - TftRE� (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATE OF ,i .� drawing no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR'OEfAllS SEE SHEETS 15 THRU 23. sir S''F<n..... (y W10-31 AND TO DE REVIEW ED 13Y AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG, rr/S�DIVALF'�\� II 111111 sheat 8 of 28 2 r , , DOOR_ FRAME W.. R(AX.FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V' REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90'AND 135' CORNERS n S-E cHARr ON sHEEr 13 to WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22' o Kt ARE PRESENT. k H FOR DOORS USING 90' k 135' CORNER STILES 0 h m _ LIMIT MAX. 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FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �',� toRiOP,:'G POCKETS ARE NOT PART OF THIS APPROVAL A. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. AND TO BE REVIEWED BY AHJ. Ti11IItT1T shoat 1 of 28 1 r THIS APPROVAL QUALIFIES DOORS WITH APPROVED Ir V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES 0 y LIMIT MAX. DESIGN LOADS TO ±60.0 PSF °j N l IL O8N OaQQB IxN,P0 _ FRAME_WIDTH a w D! 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GUSTS) 36-1/0 120 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION < 42-1/B 10 - 60.0 60.0 DECLARATORY STATEMENT DCA05-DEC-219 - 48-1/8 9 - 60.0 60.0 io io 11l{11 1 Ilr o 1 h PRODUCT REVISED ENS6 N n N n nfi complying with the Florida '9 n Building Bode TO$9Z Non-No. 15.0619.06 0. = g $ Expiration Bate 09/22/2020 1 i SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS 'O'•, ATEOP �: drawing no. By AROVE 4•fi0.0 PSF ONLY. Miami-Q a Product Control ris''';;[aR��R• C9�¢•� W10-31 INTERLOCKS INTERLOCKS + s/OIypL t 1!0 RP.INF. WITH REINF. /jfl 11 11{1 s7leat 13 of 28 r r t r 3/16"ANN.GLASS 3/16'ANN.CLASS �r, V U 1175'Inlerloyar 075'Inlerloyar � d - Sollox CP With PET Com Sollex CP With PET Coro By'Eastman Chemical Co.' By'Easlman Chemical Ca,' OR OR 090'Interlayer 090" Interlayer Sollex Clear And Calor Class Sallex Clear And Color Glass Q k h!Q By'Eastman Chemical Co.' 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TYPICAL ANCHORS TYPICAL,ANCHORS 3 KSI IN CLUSTERS 23Y WOOD BUCKS, IN CLUSTERS YY.PISAL ANCI{ORS U CONChFTE- AT MTC.SIICE . SEE NOTE SHEET 1 AT MTC.STILE IN CLUSTERS TYPICAL.ANCHORS (� • k INTERLOC)(,ENDS ,&INTERLO.GK£.NDS AT MTG.STILE IN CLUSTERS n •'� •SEF;CHART•• 3 KSI $EE CHART IBV WOOD 8UCK5 &INTERLOCK ENDS At MIG,ST1LC METAL STRUCTURES 4 EDGE Si. .FORt OVAI•{T�TIFCONCRETE FOR Ql)AN'TIRES' SEE NATE SHEET 1 SEE CTAT "ED01 SEE SPEC'BELOW 3 E06"OISf. -. ''j-5�P•. - FOR OVAN7111ES 4. •J- L 1 _ Q 5 (-'•- EDGE d15T: °3 5/l!' 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OOTH 2 TRACK AND 3 YRAGI(SYSTEMS WITH ,1 £T: Capes Ar CLUSTER A7 'PYPTCAL• ANCHORS• SEE ELEV,FOR PACING TRANSFER THEM TO THE BUILDING STRUCTURE, STO.FRAME HEAP-AND SILL Q z To t mLEANIMLock 010.5 SIX YN05 Im, ROa o0a5 4 e I a 4 a 4 r- - - - -AT'Nt;AD- - - - - - - - - -AT JAMBS- PANEL WIDM RAPE HEIGM EXE.(+)EXT.(.;EXT.(+) EXT,(}) EXT.(+)"k 4+1 TYPE'A'- Ile X 3=1 4- I T e ON BY' �- - - max5 1Ma�is IINJ u INT:- IM.- 9771- W7.- INT-- / Lam'--PLCO. (F°'177 KSI.Fy=195 KSI) TYPE 'A'- 1/4'DIA,,JLTRACON BY'PLCO' (Pu-177-KSI,Py'=t55 K51) 3 24-1/0 00.0 - - 80,0 - - � - 7HRU'1BY'BUCkS INTO CONCRETE (I INTO 26Y WOOD BUCKS OR WOOD-STRUCTURES 30-1/0 Oo.O - - -ao.0 - 1=1/4'MIN. EMBED INTO CONCRETE 1-1/2"MIN. PENETRATION INTO WOOD H JB-1/a 60080.0 - h 02 --- I THRU 2BY BUCKS INTO CONCRETE II THRU 1BY BUCKS INTO CONC.OR MASONRY 1 111. 42-1/e 72.1 90.0 - ea.7 R°.o - tf2"MIN. MREO INYO CONCRETE 1-1/,A' MIN. EMBED INTO CONC. OR MA§ONRY. u 48-1/6 66.9 6Q0 - 63,4 96.0 - O F- n 54-1/8 52,8 8b.0 69.5 80.0 00.0 I TYPE 'B'- 1/4' x 3-1/4' ULT A.ON BY' CO'(Fu=177.0.Fy-i55 Kit) l I TYPE'j)'- j,/4-DU LILTRACON BY'PLCO' (Fu-177 K51,Fy=155 K51) I o Q w zs=1/a .410.0' - - 80.0 - a 3o-i/a ao.o, - - 00,0 _ _ QIRECTLY INTO.CONCRETF. DIRECTLY INTO CONO, OR M7LSONRI' 3s- 75.5 50.0 - 71,6 60.6 - I 2"MIN. EMBED - II 1-1/4-MIN. EMBED INTO CONC. OR MASONRY 42-://Os 84 67.880,° - 64.3 80,0 TYPE'C'- 1/4' DIA SELF URI IN SCR (GRADE 5 CRS) TYPE 'C'- 1/4"DU. SELF DF(ILUNG SCREWS (ciUOE$Cas) } M 49-1/8 62.0 eo.o - 50.1- Do.O 00.0 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS(1/8"THK. MIN.) ,I INTO MIAMI-DADS COUNTY APPROVED MULLIONS{7/8"THK. MIN.) = ,.7 6l-f/s se.4 -w.0 ao.0 9i3 Bo.° 6010 INTO METAL SYRVCTURES- INTO METAL STRUCTURES I v 3 24 70.0 0. - so.o - I STEEL: 1/8"THK.MIN. (7y - 3S KSI MIN.) STEEL: 1/8"TIIK, MIN. (ry 36 KSI MIN.) C zfi N Jo-1/e 79-7 e0.o -�' 76.8 80.0. - 'ALUMINUM ! 1/66 TRK! MIN. (6063-15 MIN.) I) ALUMINUM; 1/8"THK:MIN.(6063-15 MIN.) I o 36-1/0 ,on 69.2 00- - 65,6 eo.0 - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED•OR PAINTED) (STEEL'IN'CONTACT YIITN ALUMINUM TO BE PLATED OR PAINTED) L," o 4z-1/a 61.9 80.0 ••^ 59.7- 11 eo-o (•__ ,_ - _J(__ - ^ � 8 17 _ 45=1/8 56.7 00.0 80.0 637 90.0 ,00,0 N L) z4-1/e ay.o - - eo,a - - - - - -- '-"-AT SRS- - - - AkHOR EDC(;.61STAW is '30-1/6 73.6 00.0 - 69.9 90:0 - TYPE'B2'-- T:/4' DIA. ULTRACON BY'FI C(1' (Fw177 KSI,FY-153 KSQ INTO CONCRETE.OR MASONRY-2-1/2r MIN. 30-1/8 .96 63.9 80.0 - ao.e e0.0 - DIRECTLY IMO CONCRETE INTO WOOD STRUCTURE.• 1"MIN. - INTO METAL STRUCTURE a 3/4'MIN, L.H 42�1/e 57.0 80.9 'eo,a 5i3O 6010 a0,0 L 1-3/4°MIN. EMBED INTO CONCRETE - WOOb AT HEAD OR JAMBS SO a 0,65 MIN. `3} 40-1/8 51.9 77.9 90.D 4o.3 7S9 ab.0 -- -- -- - ;14=1/6 '60.0 - - 60.0 - - '� NOTE: CONCRETE AT HEAD,SILL Ofi JAMBS I'c a JOGO PSI MIN. $'R 30-1/6 60.0 - - 60.0 '� ANCHOR CAPACITIES LISTED ON 7F115 'C-90 HOLLOW%FlI.LTD BLOCK AT JAMBS.1'r�-2000 PSI MIN, o 30-4/6 69:3 60.0 '60.0 s8.2 60.0 6010 SHEET Tb O£USED IN.CONJUNCTION SILL RISERS pS SEE SHEETS•14. 15, 17 h,IB FOR OPTIONAL SILL DETAILS c s 42-1/e X02 52.7 60:0 60,0 50.0 60.0 60,0 WITH,G VS$CHARTS L SNCO R AND SHEET 13 FON CAPACil* r: 4e-1/e •47.9 so.0 60.0 43.5 a0:0 '410:0 � � LOWER APPLICABLE VALUES CONTROL, s 64-I/8 44.3 6010 60.0 .42.0 6b.0 60.0 is 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B c9 JLMCHOR TYPE B, 24-1/0- -6a.0 - 60.0 = •- t 70.2 AND g TRACK FRAMES. DIRECTLY INTO 3 f(51 CQNCRETE z DIRECTLY INiO 3 KSI CONCRETE Sar(/8 G0.0 - - 60,0 - - PLEASE SEE FOLLOWING SHEETS FOR'DLTA(LS.. 2 0 3: 16-1/8 '108 35.1 600 'e0,0 .61.5 60.6 '60,b 07 n o 42-1/8 49.1 60.0 90.0 46.6 60.0 60:0 sa-I/e ;Zs eb-a 60.0 42.2 b0.0 'SO,a W 24-1/0 60.0 - - 60.0 .- 3a-1/a 60.0 - - 67,2 00.0 60.0 7` •- ° '.:/ .....1'1: 1'1:".::': 3e-1/6 t14 91.9 60.0 60.0 49.2 60:17 60_0 w PRODUCT REVISED ...,-. - - a' ,a+; 1 1171+++ry77 0 42-1/0 •is,9 6o,li '60.0 43.6 6u.o a0,b Rs eompt to with the Florldn '-'--. "•1 "3�5/8•`' _ I • �1 /!,}F .m NOA-N0 Code n .'.j.5/e'�, .�� �`•':4(CENs"'•• 49-1/8 41.5 6- 60.0 39.4 .ss,t so,o NOa-No. 15.0619.06 -•"• - 4• �� P' 24_1ja 60.0 - - 60.01L.°.70592 SO-t� 56.9 60,0 60,0 64:0 60.0 60.0 g Expiration Dale 09/22/2020 p0 EO Q HARDENED- TW'IC�•ANCHOft5 Z 7. pp JG-1 0 - 120 4816 60.0 60.0 46.1 60.0 60.0 ,p IN CLUSTERS - �.. v° F $ TIO-METALU/NON-SHRINKAGE )�. ~ 42-i/a 43.1 50.0 60.0 -a0.? 60.0 60.0 6y -- NIGH 5TR[R'GD{GROUT 'AT MTG.STILE 40-t/a 30.9 56,4 eo.0 38.9 66.4 60.0 ? Mlam tlo Pro uct Control I'c'-90.00 PSI MIN. &INTER SEEK CHART ;iTAYG,OF tlr0wing RO• LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/O RE(NFORCINO ALL SIZES NBT BY UAR FOR OUANRTI,ES FLORID?`.•'•\ ` ,( MUST TRANSFER SHCAR i.�S1�'••...,,.. G,� W 1 0-31 LUMR EXT.IMIT (+)LOADS 10 00.0 PSF FOR DOORS W/REINF.UP.T9 9 6 Iff,H +)LOADS TO 609 10 PSF FOR DOORS W/1F.AbOVE911 IN.RT.UPTO 120 IN.HIGH.T. LOADS TO STRUCTURE 7 S/OAJA4Ea�� sheet 1.5028 • 1 PRODUCT REVISED U _ SEE SHEET 15 FOR ANCHORS as complyln .with the Fforlda �'(� i Buffding Code •� NOA-No. 15-0619.06 ' z EDGE DIST. 11r 3 5/8� EDGE „s DIST... EDGE 01ST. 3 5/B' EDGE DIST. 3 5/6' E>,plratlon Date 09/22/2020 m� '�n .I .. I '�a� '7 a I.' .. •I 1: .. I By F a; S Mlamr a Product Control a g � D u _ 33,Kim T a � X 1/8" dlrlc Cs v. rr WEEP SIZE 1/4 VOW o 88 0.Qad O 1 MTI O I O 1 REFER TO SHEET 15 FOR VARIOUS 0 d '4 C � E ® � INSTALLATION CONDI710N5. a'm z o n z-U'IDD S ® ® ® OPTIONAL SLANT SILL ADAPTORS Q b m 5 1 I II.I I I 5 N li I f II 6 N II II i LI- � II I' II II II 0 W 'I I y II 1 p ta DECORATIVE {@� SILL COVER I� C s 1'I 1 II OPTIONAL DI t` m 0Ed i J m o 'li it II I S'on o I . � I J5 41 o li 9 li i 14 J H U III I i Ili �-� III' III III II I : I iS 'ii III II; II i 7 1 SILL RISER I I Ee.l REOD.FOR LOADS c II II POURED k HARDENED II y II II A80VE+60 PSF HIGH STRENGTH CROUT 2W gK II NON-SHRINK•NON-METALLIC li II SILL RISER c 1 S 'I'I 1'c=5000 PSI MIN. 1 0 REDO.FOR LOADS NOT IN CGI WINDOWS ® ABOVE+60 PSF r5 l0 m b MUST TRANSFER SHEAR I-111 E7 LOADS TO STRUCTURE r/ ' 1-0 T ® . it 41 LIA; © ® rE O o O ® 1 0 o o' o AH t 1 t 111 11 7 a f .d.� 592 _ n �• a - I -'H �•'. ''a. I J KSI GONG. +'.: .r , 3•KSI GONG. - I ,•':i'T= % EOGE'DISi.• �3 5/.$"• EDGE DIST,•• s3 5/UY• EOCEOISi.•' '3 5�• __ /cc!!//��ff - L SEE SHEET,f5 FOR ANCHORS ��' ,/7'.6• drawing no. •. A OF ' RIDP.• �,��•� W90-31 Hp� ���\ THREE (3) TRACK DOOR DETAILS '/ sheet 16 of 28 TYPICAL ANCHORS PANEL WIDTH 4m SEE ELEV. - 1 FOR SPACING 1/2-MAX, © E5 D.L.O. O REINF.AS REDD. O O Z n w SEE CHART ON 0 FF' h LOAD BEARING SHEET 13 FOR CAPACITY Z h ¢ SHIM M15A I E5 Q Z IO a T 6 0 hl a'00�.� U z uo _ 0 Qo @o OO oQ @. o«(LaQ . I ---- --= -=------ 0°�t5z � a _it ' 5 (o Qo 0 0 0 0 0 ��cs �M14A MICA - - - O o E27 D.L.O 10 E4 14 . � C D.L.OPG. S 1 EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH n OCK STIL CK INTERLOCK ASTRAGAL z 0 w• (REINFORCED) DOOR FRAME WIDTH (REINFORCED) Ccq s O r 1X5 OR LARGER #10 X 1-1/4-SS PH SMS 3 N M7 WOOD BUCKS 1 PER CLIPN p M n O 3 n L3 PER PANEL cz� K PANEL WIDTN O AT 18'FROM EACH END M2 1/2"MAK 1/2'MAX. AND AT MIOSPAN 1/4'MAX. (:1 0 LOAD BEARING 8%3/4'SS FH SMS LOAD BEARING METAL D.L.O. LOAD BEARING p SHIM STRUCTURE U SHIM SHIM µl M2 1 PER CLIP 0. z ---- ^ TYPICAL ANCH RS ......._ __= II -- - �'� TYPICAL ANCHORS —� TYPICAL ANCHORS SEE EL - SEE ELEV. SEE ELEV. ' FOR SPACI G II FOR SPACING II FOR SPACING b 11 - II II 0 f7] o a p JI r7 I� ——II r�i o rc a a a° z � - S b' w •' . , m 'mmo�x t. 6 FIXED PANEL EXT. EXTERIOR 111111111 DOOR FRAME WIDTH` DDDR FRAME wllirH PRODUCT REVISED `,�� ,•AHS T4�� b ° ,.DOOR FRAM WIDTH as com i In with tha Florida Building Code _ a NOA-No. 15.0678.06 _ : 592 2X6 OR LARGER WOOD BUCK - ,. OR WOOD STRUCTURE Expiration Oaf 09(2212020 Y 8'• OF7// drawin no. Miam- roduct con rol ; '•,k<ORIOp.•'�� W 10-31 THREE (3) TRACK DOOR DETAILS • SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS lu o v EDGE DIS EDGE DIST. T. I o mx i •a-• 3 KSI CONC. m •a ' 3X$1 GOND. ®r)— - WEEP SIZE 1/4" X 1/8" 0 N 1'G{ 0 2 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS C i ID o¢g Al 2 NII 926 C� I 0 m a 2, F E n OPTIONAL SLANT SILL ADAPTORS @ s M DECORATIVE 'o OSILL COVER i t� PTIONAL OO t d Cq II C z z O ! = p 'i m C',;'^ W 1.7 W H LL ,� CJI 0 V1 I "N 6 J W W J ' o po -M W ° W W o :0 11 O SILL RISER E6.1 OPTIONAL FOR LOADS ' DOVE i60 PSF I z I O I o i i jti\0 o f5 5ffi � POURED h HARDENED 'I 111011 STRENGTH CROUi $ILL ISER NON-SIIRINN,NON-NET LIC E6 REOD FOR LOADS II N a? 1'c=5000 PSI NW. ADOV i60 PSF Y w H u NOT DY CCI WINDOWS ® V NJ MUST TRANSFER TRU SHEAR LOADS TO STRUCTURE I� ® h OrA N rA ... .. --... �...- .. PRODUCTE REVISED rlda ,`+++++11 I ulI ir�rr` N t Bu11dIni,Code VC N8F ; NOA-No. 15-0618.06 ' ^ J KSI CONC. \ '-r' ��'-.r• '• �e. - 1 Expiration Date 09/22/2020 `*. •70592 .,*C �' �, EDGE 01ST. J K51 GONG. By •;•. /s' 'EDGE DIS;. I•.1J/4" I. '[1 • Mlatn- Pro uctContro 0q�+• s7A OF dU� dravlingJ�� Ei 15 FOR ANCHORS W10— SEE SHEET 15•FOR ANCHORS i S TWO (2) TRACK DOOR DETAILS r��is�o�A4 +`+�\ sheet 18 of 28 ' TYPICAL ANCHORSv v = SEE ELEV.FOR SPACING Ilf n 1/2"MAX. PANEL WIDTH `Y o LOAD BEARING (J10 X 1-1/4"SS PH SMS ��ANEL WIDTIi 0 SRI 1ERUP PC °+a G 1 O D.L.O. J 1 F W 2j e M2 #8 X 3/4"SS Fli SMS D.L.O, 1 PER CLIP 10 E5 O O o $ & o 0 e - oox -:--.- _-_.- --- CM . •_� II O O -- 0Q o0 r °0° O'�fil¢ O a '' o O 0 QM ' Ee E4 E9 INTERLOCK AS GA N FIXED PANEL D.L.O. (REINFORCED) C ExTERIbRob NOM. PANEL WIDTH N L DOOR FRAME WIDTH O w 18Y WOOD BUCKS •C, SEE NOTE SHEET i C m un M 1 2'MAX. ID n n LOAD BEARING . K 1 L:1 Z 1/4-MAX. C Z lL SHIM PANEL WIDTH z o 010 X 1-1/4'SS PH SMS / o oo: 1 PER CUP LOAD BEARING 1/2"MAX. ° SHIM METAL o C D.L!0. LOAD BEARING SEEVYPIC L�ANCHORS �B%3/4'SS FH SMS STRUCTURE r5 V o SHIM rFOR SPACING 1 PER CUP TYPICAL ANCA RS - O SEE EL TYPICAL ANCHORS I SEE ELEV. FOR SPAC C FOR SPACING —- O`" E27 O ti o < EXT. (, yl H • rRu EXT. EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH O 2BY WOOD OUCK ,�D PANES `tlt�lnlll I IIfY o WOOD STRUCTURE Jrw,!';N�y PRODUCT REVISED SIG NSE';'O d SEE NOTE SHEET 1 as complying with the Florida ^ S Building Code NIDA-No. 15-0619.06 _ 70592 Expiration Date 09/2212020 r�' si OF drawing no. MlIfyeml-D Product Centro TWO (2) TRACK DOOR DETAILS / ���S�� ALt����� sheet 19oT28 REFER TO SHEET 15 FOR VARIOUS ��V v SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. ^ 0 z s 5 e` 3 PRODUCT REVISED OZ J EDGE DIST. / EOGE y gg .;. DIs.T. - •. .. Building Qodewlt the Florida q EDGE DIST. 3 5/B" EOCE DIST. 5/8 m N�� re r•• I .�a+ I .. •I; -�q. - 1 '1e I. •a;,. .I NUA-N°. 45.06'19.06 a F }gad ai \� •• .. a.• .• ..•.•• ..:.. •- a•` :.•d• 'e' "I a .e 0 o � Expiration Dale 09/22/2020 O o T BY IL Ill Miaml- Product Control 0 0 C u X 8" O 7 N (� 'i WEEP SIZE 1/4" 1/ C o 2 paoo o i Mi, III�"�IIII a E7 L .1 , g dL1 Q W m F to �y n I i•' O Ili I i nil 3 N C n;l O N II 0 t M OPTIONAI o W F_ SLANT SILL ADAPTORS �_ c(1)u l I I DECORATIVE O o _ p r. ,I I, �I +SILL COVER 3 w = Q OPTIONAL 0 III rl n t:1 W •0 3 n F a; cZu! 0 u l JP I ' I�l O li I, I J I I II i' SILL RISER E6.1 REOD.FOR LOADS c$ 'i POURED E GARDENED I I i� QABOVE+60 PSF o g'� NIGH STRENGTH GROUT n li NON-SHRINK,NON-METALLIC '�° I I' SILL RISER c LS f'c=5000 PSI MIN. 'I EB READ.FOR LOADS n a NOT DY CGI WINDOWS ® ® ABOVE+60 PSF f'S171� p MUST TRANSFER SHEAR I E7 LOADS TO STRUCTURE I Ii ® ® T J C J w•-� I \� ,11111111 til rr'r i `' A H _ . -:'i:::::::::::::::.::'::1'. ':i:.'.'::::'.:::.'.:'.::.'.":.I-' J'~PENS "•.;V�i i e it U F n s...: .... .- ....: .... \ r ' 1-•,m-- •-Y. 3 KSI CONIC. ••' !.i I 3 KSI CONIC. _ 70502 •;*_ 8 EDGE DIST. 3 S. •••� EDGE DIST. - '3 5/6'• - EDGE 01ST. '3 5A lU �z YiLsT TLOk I/b drawing 9 no, SEE SHEEP 15 FOR ANCHORS FOUR (4) TRACK DOOR DETAILS '��SS/(mill �1�� sheet 20oF 28 `TYPICAL ANCHORS U E _- SEE.ELEV. PANEL WIDTH FOR SPACING 0 1/2"MAX. G2 EG 1/4'MAX_. Z n i LOAD BEARING °+ SWM1 O LOAD BEARING MISA _METAL h W D.L.D. L3 SHIN STRUCTURE 00 00 U SEPI SEEE ANCHORS a W �! z�•u} i� - _ (r FOR SPACING p Q y� Ifj 0 V7 a nLC�J II Q ZOF 1 At 11 11 N �Z0 O p N t X000 M14A MICA n Q yl pl — II LJN La U io tv z EXTERIOREXTERIOR #10 X 1-1/4'SS PH SMS 1 PER CLIPCDOOR TRAME WIDTH.OR LARGER L2 AT 18'FROMPER EACH ENED M2 y N�- n WOOD BUCKS 1/2"MAX. AND AT MIDSPAN 1/4"MAX, LOAD BEARING JB X 3/4'SS FH SNS LOAD BEARINGMETAL '0 SHIM 1 PER CLIP SHIM STRUCTURE C z -� O 1/2'MAX, TYPICAL ANCHORS LOAD BEARING SEE ELEV. — TYPICAL ANCHORS to U O SHIM FOR SPACING SEE ELEV. n n FOR SPACING TYPICAL AMC RS I� t SEE E FJ FOR SPACI G 0 w 8 •yp� c 0 EXTERIOR EXTERIOR ``1 1111j1'', o PRODUCT REVISED DOOR FIWAE WIDTH_ , •VaE . as comPlyIng with the Florida DOOFRAME WIDTH ' o a Building Code _ TG892 = •• •' HOA-No. 15-0619.06 9 28 OR LARGER WOOD'PUCK 08Expiration Date 09/22/2020 L / • � W000 STRUCTURE TA �� drawing no. Mlam- a e Pro uct Con ro 0 31 FOUR (4) TRACKDOOR DETAILS /hnnnttt Sheol 2t of 28 I „ U � roe' o Z m 0 q s 00p� yy�n 110-16 X )/2" HH SELF DRILLING SCREWS AT 6'FROM ENDS& 12'O.C. O l I � Q^Iyo ��N,� oa i Q W 01E 90' CORNER ©175' CORNERir --� f110-24 X 1EWS 3 m x Q10-24 X 1/2' �. � FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS, ) C 1 AT 6'FROM ENDS& 12' O.C. AT 6'FROM ENDS &12'O.C. 3 h 0 O L.l o 55��� 0 o G L G N E32 j LO n m 2 S C, b M n 33 1.t• d av F - E31 O�Q• EXTrRIOR 8 8 D.C.OPG. EXTERIOR o g PANEL WIDTHPANEL WIDTH Rn a u DOOR FRAME WIDTH ODOR FRAME WIDTH - ®10-16 X 1/2" r'" a N tiH SELF DRILUNG SCREWS o�g AT 6'FROM ENDS& 12'O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY N ' .0 m o� ' `tltlt ill lel rr � � PRODUCT REVISED PD.All,tf.', b .. - as comp Ing with the Florida :'a0 sg'••, , r Bultding Code g NOA-No. 75-0679.06 ,70682 Expiration Date 09/2212020 /yam $ By sT/e FrYI: : drowing no. rfllam!-�IlUtlo Product Control F( � W10--31 rrrrrrnt tt sheet 220128 EXTERIOR MOUNTED (U g POCKETED JAMB �� n - 0 TYPICAL ANCHORS TYPE A. D OR C ^'+ O Ai 6"FROM ENOS AND 0 n 9"O.C. INTO WOOD/CONC./METAL 6"O.C.INTO BLOCK ONLY 2 n s 1-1/8"LAIN. 4 G 1-1/2"MIN.WOOD EMBED O p SEALANT EOCE DIST. 1-1/a"MIN. BLOCK EMBED L' TYPICAL PAD PILE INSTALATION LOCATION 1—a/a^MIN.CONC.EMBED µy1I I/8"MIN.METAL THICKNESS (Z'O t BLOCK U O Lhp�a+ WOOD p 2 _ 2 _ ' METAL �Oy n O Q o NHS Q O o m€¢ tr �4 Qp0 EXTERIOR —'--T-� a � m 0 o �S oOf TYPICAL AT PANEL 4 CORNERS -01-- w POCKET CAMAY NOT BY CGI a t7=N o NOT PART OF THIS NOA yl N n m TO BE RLVIEWEO BY AHJ30 N M r� m d c 2! n DOOR FRAME WIDTH '9 2 NOM.PANEL WIDTH U p 2 n i:'•`•' - - PRODUCT REVISED -'"""•"'"'"""• 'as Complying with the Ftorlda v 8 II i;• ;,y Building Code _ © O O O O O ` O NOA-No. 15.0619.06 e - �•'•"" ' """• Expiration Bate 09/22/2020 H '° is c v ...... B Y ^ 8 alluall-ptle Product Cenlro �o x c 2 2 Yl til 1 11' o EXTERIOR ���� ANdf • i 1 EN3F'•� ,a' � a, 0582 ,' 6 drawing no. q�NAL��� � sheet 23ot2B COOS PART No. DBSCRIP710N MATERIAL MANUF. REMARKS E1 C01-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER EZ CCI-151 FRAME JAMB 2 TRACK 6063-T6 CCI EXTRUDER _ E3 CGf-Tes FRAME HEAD 2 TRACK 8053-T6 CGI EMRUDER - E4 CCI-153 EXTERIOR INTERLOCK 6003-T6 CCI EXTRUDER - Q h m M ES CCI-154 INTERIOR INTERLOCK 6063-7G CCI EXTRUDER - 1 E6 CCI-155 MAIN STILE 6063-T6 CCI E%IRUOER E7 CGI-156 TOP&BOTTOM HORIZ 6063-T6 CGI EXTRUDER - O j�Ot{{ EB CGI-157 SILL RISER 6063-T6 CGI EXTRUDER yNW l• E8.1 CCI-1511 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - (�a C E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-TB CGI EXTRUDER V O N EIO CGI-159 INTERLOCK REINFORCING(LENGTH=FRAME HT.-87 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS O Ei t CGI-162 FRAME SILL 3 TRUCK 6063-T6 CGI ExrRODER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT G I'M a E12 CCI-161 FRAME JAMB 3 TRACK 6063-T6 CCI EXTRUDER_ - MAIN STILE AT 40" FROM BOTTOM it K E13 CGI-1B5 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART#SGD-500) (PSO7-0036-117) a�N 110 O E14 CCI-168 OUTER TRACK ASTRAGAL 6063-TG CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Q x,+11 0 F ZINC HANDLE SET PA EIS CGI-170 POCKET 1100K 6063-T6 CGI EXTRUDER - (PART f/SM5500) & (PART �SM2300WH) E16 CCI-121 7/16'CLASS GLAZING DEAD 6063_75 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) Q Z m E17 CGi-123 1"GLASS CLA2ING DEAD 6063-75 CCI EXTRUDER - LI EIB CGI-1SJA EXTE1RfOR INTERLOCK (OPTIONAL) 6053-76 CGI EXTRUDER - DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY E19 CGI-154A INifR10R INTERLOCK (OPTIONAL) 6063-76 ccl EXTRUDER - - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM EZD ccl—IssA MAN STILE (OPTIONAL) 86e3—r6 ccl ExTRuoER — SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) c E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CCI EXTRUDER - SECURED WITH (2) 10-24 X 1/2" FH SCREWS n E22 CGI-15BA ASTRAGAL (OPTIONAL) 6063-Te CGI EXTRUDER — BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-ICDA OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-76 CCI EXTRUDER CONNECTING BAR (PART #HD-3310142) °O r7i E24 CQ-1180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CCI EXTRUDER - ZINC HANDLE SET p ui v E25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063-T6 cc]EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS ,0 E26 CGI-187 2.3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) G SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS o cV o E27 CCI-1811 FRAME JAMB SCREW COYER(OPTIONAL) 6063-T5 CCI EXTRUDER t` o, E28 CGI-1028 FRAME HEAD 4 TRACK 6063-TB CCI EXTRUDER - 9i ;C-4 E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRRIDER - G1 'O M '� E30 CCI-1030 FRAME JAMB 4 TRACK 6063-T8 CCI EXTRUDER - E5 C Z-j r, E31 CGI-1057 FEMALE CORNER ADAPTOR(90') 6063-T6 CGI EXTRUDER - PS 00 E32 Col-1055 FEMALE CORNER ADAPTOR(135') 6067-T6 CGI EXTRUDER E33 CGI-1059 MALE CORNER ADAPTOR 6063-76 CGI EXLRUDER Iii U O M1 CGI-362V GLAZING BULB VINYL(DUROAIETER 75-80 SHORE A) PJC 0 M2 CGI-171C F1XEO PANEL CUP(2-1/2'LONG) 6063-TS 3 O FIXED PANEL M3 CCI-173 FIXED PANEL SHILL NYLON - 2 PER FIXED PANEL MIO CCI-176 FRAME HEAD ANTILIFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. - Mf l W2320ING PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. - 912 - BOTTOM PAL STIFFENER, 1'LONG,2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL co f5 Mia TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AIESBURY 2 PER OPERABLE PANEL 15 M13A !984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AIESBURY 2 PER OPERABLE PANEL N?? rrSS M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SGO-503 M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A ' MI5 SGD-507 KEEPER ZINC SULLIVAN INST.W/2#10X3/4"PH M1SA SGD-507K KEEPER ZINC INTERLOCKS INST.W/2({10X3/4'PH o o N kM22O SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2/10X3/4'FH PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 FIOX3/4'Fli c SGD-5500 HANDLE SET ZINC SULLNAII/INTERLOCKS SM2300WR HANDLE SET OPTIONAL ZINC SULLIVAN - iill I 1 Ir o SCS2000 SILPRUF SEALANT SILICONE GE - PRODUCT REVISED \� �o.AHa,�7r; b •t CGI-177 PANEL TOP&BOTTOM OUST PILE WDOL/PVC SULINAN OR EQUIV. 4 PER PANEL as complying with the Florida ` �,• u NBF''•Q BUI1di.9 Code WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 15.0619.06 WS-2111 SILL INTERLOCK PILE PAD WOOL ULTRAFAU OR EQUIV. M23 ND-12-10042 .350'RFACH POCKET SEAL - AMESBURY - Expiration Date 09/22/2020 52 - 110 X 1 T/4'LC.PHL.PH.SMS. ST/ST.ASSEMBLY SCREW - - B RI • drowln no. 2 OR 3 PER CORNER Y OF ` f 9 z Mfam-Oa roauct Control •"' F( lD�.•'Gl��` W10—J 1 r7 0,ALit,it\ sheet 24 of 28 4.735 5.921- I 1.340 1.340 l .070 .070 675 .120 3 r _ -I I_--¢. .9-�. z 1 .860 .847 o 1.7.50 .847 1.250 .995 ,OSU .9d5 .995 ,050 •9�5 0 .. 3.255F�- ll I 3.265 0 q tyHFl: a 1.184 1.184 h- 4.250 4.250 f3 1 ,070 116 1 Ll�r- LAU, 0700FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) (J GLAZING BEAD GLAZING BEAD Lnnno0o GLASS MSUL.[AM.CLASS 0 .995 .995 0 .075 .075 1.500 1,106}'- Or O C, o .070 0 .070 2.600 f7 TOP/BOTTOM HORIZ _�. TOP/BOTTOM HORIZ (OPTIONAL) 0 a C o 0 6ri¢ 725 ss4 a h O m ,640 �4711-] 3.0(X1 .065 1.501 .060 1.031 3:0001 ,070 995 .125 070 I ,u•Gni M_0 5.921 W OmI rL 1.490 1.415 M2 FIX. PANEL CUP 1.490 1.415 EI FRAME SILL(2 TRACK) � FRAME SILL(3 TRACK) 3,000 ,-. .120 J m 3.750 2,005 Ir 3.750 12.005- EXTERIOR INTERLOCK (OPTIONAL) .155 .07D 1.1 S MAIN STILE .695 3.750 MAIN STILE (OPTIONAL)2.755 03.000 p.070 265 3.000---�{1,870 .995953.5103.572 13�^1.870 SILL RISER (OPTIONAL) 1.610 1.670 y N 1-600 ,070 1.770 0601.415 1.770 1.4153L L� 3.168 3.572 060d '0Z. 2.005 .070 .070 2005 o-2.005 � �,o�1.625O INTERIOR INTERLOCK '582 1.255 INTERIOR INTERLOCK (OPTIONAL) o Et4 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE -. 1186 {-- 2.120 2.005 _-S72 �. .995 1® INTERIOR TRACK ASTRAGAL b POCKET HOOK (OPTIONAL) 741 1.50 T •080 1.831 .625 2.591 31341 o u .156 3.750 1.920 .062 v„ -3.000 •155 2.670 E+ EXTERIOR INTERLOCK .070 24 h-•.625 Ee.t SILL RISER (OPTIONAL) 3.510 SILL COVER(OPTIONAL) 7TH- \\III ILII Ir o 1.825 I 1.870 \t AH Ir 4� o •I 125 1.600 PRODUCT REVISED `\,��:' OEN F'•,, n as complying with the Florida 1.310 8uliding Cotle - 0892 - 8 NOA-No. 15.0619.06 = ttY= Expiration Date 09122/2020 lyl�;' drawing no. OF w� 1® E2J 1sy •:�'••FLO810P.:G \ W10-31 Miami a roduc ontro �irSS�Q" ��\�` INTERLOCK REINFORCING OUTER TRACK ASTRAGAL(OPTIONAL) 111 1111 10, Sheet 2W 28 I r r 0 1.686 7.375 -d 510V - .125 1.615 2.270 060 a n .120 1.886 .128 .128 .190 � .260r40. z y m Z .125 t q W a 1 2 FRAME HEAD COVER eF(f xr& a 3.528 -'•--le• 1.886 •125 1.485 4.765 .065 ® J o o o U .190 �4 .190 -s4 1.330 .OBI 1 ��640 IWG� N 1 SWC 4 { 2,412 1.520- .34{r .060 V a".0p7 1.BB6-^t 1.347 II II om ® FRAME SILL COVER G E31 FEMALE CORNER ADAPTOR (90') EJ2 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR E2 FRAME JAMB (2 TRACK) 2 243 a 0.G ,.375 1.7911 ..060 C----� 1.620 � m E7 FRAME JAMB COVER o c n 5.951 .080 1.620 .725 i n .065 � .725 0� n w .545 -� 1.620 1 SOB C V) a I 090 .065 t7 F N o n a II 66d M . C Z i V FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP � �o�R 0 oq� PD Ah ' o a O q 'Lu o PRODUCT REVISED as complying with the Florida 0 Building GadoN 0592 NDA.-No. 15.0679.06 Expiration Date 09/2272020 (���' y o pp` TE OF ;t drawing no. fcaRION ( W10-31 Mlamt- product control r7Nr�p1L1N` sheet 26 of 28 r t e n , 7.750 V L U C5 - �1• 0 .080 � � o ,025 — z 3 .857 1.250 250 IIF"""+" a --� z N d 0 E2B FRAME HEAD (A TRACK) /• / a 9 out � aaaa� .060 2.600 /' y :753 '0 Z73o E29 FRAME SILL (4 TRACK) $ = n 1.375 ERAS 70P CORNER. - 5 4 TRACK SIIOWN 0 W 1.620 c C N _ M 1.620 m M 7.750 1.620 U .060 .095 1.620 „ a ig Is .625 `u G E3B FRAME JAMB (4 TRACK) oAN � \tt II II111111 0 •1 PRODUCT REVISED as comp)yIng with the Florida : f �� � n .. 13ulIdle Code .A-N c. 1$-0619.06 - o.70502 0 Expiration Data 09/22/2020 t/lytlb i 1 13 S it(OF '(t/` drawing no. Y Z Mla epro uc ontrol J"r `s.:Ft RIDP,. �� W10—J1 FRAME BOTTOM CORNER shoet 27 of 28 4 TRACK SHOWN //11111111 H %1 f n r U � - $2 T Z qR y NCAR 1Z.-I.02(g5j N m EaA TOP CORNE[ FRAME TOP CORNER g [ M ]TRACK SHOWN 2 TRACK SHOWN PANEL TOP/8-MOM CORNER No N MITERED BEAD CORNER(TYPICAL) 4 ` G 0 w $2 C� 4 � N o O n 0 R U 52 � O 52 / a 0 a l O ,PANEL TOP/BOTTOM CORNER x.. SQUARE BEAD CORNER(OPTIONAL) • .� t t Ill ttllTT o :- PRODUCT REVISED �`` �• DE sp •, as com 1 in with the Florida FRAME BOTTOM CORNER FRAME BOTTOM CORNER Building 0 0 _ N 0592 S TRACK SHOWN 2 TRACK SHOWN NOA-No. 15.0619.06 _ •Y�_ v o u Expiration Date 09122/2020 ' �� drOwlrig no. By �� '' F20R10?;l•�\�" W10-31 Min -D Product Control �'�SS/pNA4�;,`� sheet 28 of 26 Innu t w 40 y