Loading...
HomeMy WebLinkAboutNOA; Series 160 Sentinel Aluminium Outswing Glazed Door With or without SidelitesRandall Stofft Architects, P.A. MIAMI-DADS reSias ' MMI-DADE COUNTY s PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NO)RECEIVE® Iwww.miamidade.gov/economy CGI Windows & Doors, Inc. APB ��ai� 10100 N. W. 25th Street Miami, FI. 33172 ST. LW@1l Count, ftormii-IFi 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 (AIM. 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 11160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2, single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, ,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official., This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.0 NOA No. 17-1226.05 Expiration Date: August 08, 2023 bLI ib'2oi Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared'by Al-FaroogCorporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #1370226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impacf Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE ,1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance'No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass hiterlayer` ; expiring on 05/21/16. 3. Notice of Acceptance No.12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:. August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/0.8/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed, and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 .5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 1 l/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). urge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 1-2/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for -their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWfNG DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED - DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO "BE REVIEWED BY BUILDING OFFICIAL ANN. GLASS 075' Sa11ex CP With PET Core By 'Eastman Chemical Co.' .090' SaNex Clear And Color Gloss -INTERLAYERS By 'Eastman Chemical Co. 090' SenhyGlas By 'Kuraray Americo, Inc.' '090' Tra.ft PVB By 'Kuraray America, Inc.' 3/16- ANN. GLASS SILICONE DOWSIL 995 1 rDOWSIL 899 - Z ul I \F /4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON MND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APFUCA13L.E ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2 SAP 3 FOR SIDELRE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SID= COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO [MIRE SYSTEM. 3/16- HEAT STREWD GLASS M' SaOex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass S By 'Eastman Chemical Co.' 090' SentryGtas By 'Kurcray America, Inc.' .090' Trosifol PVB By 'Kumray America, Inc.' HEAT STREN'D GLASS SILICONE DOWSLL 995 DOWSIL 899 GF-19nn 1 � \ I � it I z / 53 AT 1/4 POINTS GLASS TYPE '13' 7/16' OVERALL LAM. CLASS PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-1226.05 Expiration Date 0810812023 By Mlami-D�de Product Contra DOORS/SIOEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �v Z 0 h z O o 'I p CY ii O lD. 0 Rf4 g O W o 060.a1 04 9 -=gIBLgo-ol r (D o J � {m{�4 a_ pJ Q W al � F 9'.•��N�� r r FEB 15 "is OF '•� drawing no. W 13-01 /16- TEMPERED GLASS 3/8- AIR SPACE 3/16' ANNEALED GLASS 090' InteHayer Safi" C ecr And Color Glass By 'Eastman Chemical Co.' 3/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 ze 12 XL EDGE SPACER i _ IST.R STEEL BYO 'CARDINAL' o \ 0 RASEAL BY 'QUANFX' 15 A/ SUPER SPACER BY 'QUANEx' / OR / KODISPACE 4SG TIPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/8' AIR SPACE 3/16- ANNEALED GLASS 075' Interlayer 1`Ir So ex CP With PET Core BY Eastman 1 r-3 Chemical C /16 HEAT STREND GLASS GE-1200 z � \ �gg / f 38 12 \ n r XL EDGE SPACER SRELBY 'CARDINAL: 'CARDINAL' DURASEAL BY 'QUANEW 3 ` OR SUPER SPACER BY 'QUANIX' OR / KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16' ANNEALED GLASS .090' Senbwas INTEILAYERS r Ry 'Kuroray America, Inc.' -IL 090' Trosifol PVB By Kuraray America, Ina' 3/16' HEAT STREN'D GLASS SILICONE DOWS L 995 DOWSIL 899 GE-1200 38 / \ 12 XL EpGE SPACER I OR STEEL BY 'CARDINAL' o , DURASEAL BY 'GUANIX' OR SUPER SPACER BY'QUANE)e \ / OR / KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT-1/4 POINTS GLASS TYPE 'C3' 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-1226.05 Expiration D)ateOS/08/2023 By /- MianfY-0a yProduet Control 1 3 4 • EN :® r FEB ?D18 a 7.692 `� • 6 *� OF - N/ ' drawing v no. �2_s.;....... 3-011. 42- 2 ANCHORS 81 1/2- DOOR FRAME WIDTH TYPE 'A', '8' OR 'C' DOOR FRAME WIDTH AT STILE ENDS HEAD/SILL CHART FOR QUANTITY 6' MAX. 3" HD/SILL 3' 6' 3' HINGES HEAD/SILL HINGES CORNERS SEE NOTE CORNERS •({,� SEE NOTE A _ BELOW / T , BELOW 11 -u- i I� o C ifl / II e tl I G3 'm a / IJI .° II 11 n II \ II II\ tl II \ II tl u z c � ACTIVE 1 + to 6 � m 28 1/4- D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS 1 I I u A FLU I BOLT C / / 11 SEE IS4ET 11 E / e i \ o sE�swEET io it � II \ I IIl \ 1 nl 1 ACTIVE NA TYPICAL ELEVATION ( X ) DOOR OPTIONS _ m n V34z 555 z l _ _ 1[ 28 1/4' 28 1/4- D.L OPG. D.L OPG. 4 ANLCHORS SURFACE APPLIED TYPE '8' FALSE MUNTINS AT SOLE ENDS MAY BE USED TYPICAL ELEVATION (XX) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF CUSS TYPES 'A'. 'B'. 'Cl*, 'C2' & 'C3' FRAME WIDTH (X) WIDTH (XX) HE LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS STD. ADA SCH CC BLDW CXL KOD QUAN 37-1/4' 72' 96' 35' 80.0 70.0 BOX 80.0 80.0 80.0 80.0 80.0 42' 81-1/2' 1 96' 39-3/4' Ba.O 70.0 80.0 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 LOCK SETS: SCH o SCHLAGE CC COPPER CREEK BLD BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD KODISPACE OUAN = QUM& DURASEAL OVANEC SUPERSPACER DOER D.L.O. DIMSD.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.-O. WIDTH (X DOORS) FRAME WIDTH - 13.75- D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C. 1/4' 4 4 4 6 6 6 1/2' 7 7 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4- X 4-1/2- BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ONL (4) HINGES PER LEAF ADOVE 35' LEAF WIDTHS (STD. THRESHOLD) 4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) 11111111111,1 FEB 15 2018 - PRODUCT REVISED "N0� as comp)yIng with the Florida = 1� Building Code - NOA-No. 17-1226.05 Expiration Date08108/2023 F� "w aN O9A—s x0E ag>' OLOg O41a1 a on LLQz1°-��'$ 4 ZZ� ON N J n •e o n a 6 drawing no. W13-01 I a a If 1 L H a I(/ 74 E II FLUSF� sot SEES SHtE7 i II T11 11 II If JIf SEE oze O a •� I o\ ��� I I \ ----ter-- - I I --- it 1 I I 11 1 i D.L. OPG, TYPICAL ELEVATION Y n N SMP=E LOAD CAPACITY - FSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', 'IY. 'Cl' GLASS TIDE .1. GLASS TYPE 'C3' WIDTH HEIGHT EXT,(+) INT. - EXr.(+ Ili.(- EXT.(+) 30' 33• 3fi' 37-1/e• 3g• q2• 04' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bolo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bolo Bolo Bolo Bolo Bolo 80.0 80.0 80.0 80.0 80.0 80.0 30' 33' 3fi' 37-1/8- 1. q2' !10' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO,a 80.0 60.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 BO.o 80.0 80.0 80.0 SD.O 80.0 B0.0 Ba.O 80.0 - - 70.0 70.0 80.0 80.0 30' 33- 36' 37-1/8' 3g• q2• 96, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Boo 80.0 B0.0 80 80.0 Bolo Bolo Bolo B0.0 B0.0 Bolo BOA iE - - 70.0 70.0 - - .70.0 SEE CFWRT FOR QUANTITY -HEAD ANCHORS QUANTITY AT STILE & MULUON ENDS ANCHOR TYPE SHIM 1/4' 4 4 4 3/8' 8 8 B 1/2' I FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 m im ACTIVE INACTWE c --- a --- -- Ma . 37 1/B- 28 1/4- 28 1/4• 37 1/8' D.L. OPG. D.L. OPG. .L OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPICAL ELEVATION TYPE 'B' FALSE MUENS AT STILE AND MAY BE USED ( OXXO MULLION ENDS SIDELITE OPTIONS . acc INSULATOR LIMMATIONS FOR SIDFLTTES WIDER THAN 37-1($• ONLY, 96• HOGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PST) SIDELITE D.LO. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH - SIDELITE WIDTH - B' STAND ALONE SIDELITE ONLY D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SO. Fr. �0 F� x 6 oo`o N J� W I1� w 011yh 17 O opaco 6y��uzl � W0u: 09 J IL t0 c7ZroE m U io n S 0 n ccQw aa: o t7 4 N M1 m 3O M n d •0 3 n 03 Z.) I FEB 1 5 2A1B PRODUCT REVISED as eomplyying with the Florida Building Coda v NOA No. 17-1226.05 =-0 1 0 Expiration Date08/08/2023 TE *W.: drawing. no. W13-01 t DESIGN LOAD CAPACITY - PSF SIDEUrE WmDi INCHES DOOR LEAF WIDTH INCHES SDEUIE FRAME HEICHT INCHES SIDEIM TO DOOR MULLION (SEE NOTE BELOW) E7R.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 1 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.O 1 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 38 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 78,3 77.2 75.4 !!n72-6 72.6 SIDETHE TO DOOR NOTE_ FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. DOOR DOOR FRAME SIDEUIE SDEUTE FRAME SOEUTE WIDTH_ ` WIDTH / \ WIDTH WIDTHWIDTH C DOOR DOOR FRAME SIDELTTE FRAME WIDTH WIDTH ` WIDTH / \c / All F//"\ K \ / (XO) ( OXO) (XOX) OX SIDELDE DOOR FRAME SIDELTTE DOOR FRAME SIDMITE WIDTH WIDTH / H MUWON� XXx 3 DOOR STILE END ANCHORS END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH WIDTH U_ n Z g�i o ae g 1Y O oGig U I g O m m o a. G 0 pq$ o o t - b g 0 jzum 2 BW�iF� S N m C 0 m O F v o C N � N O Cd v 3 in Y S Z j N 3 C, n per.. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) `o ° m AND FLORIDA BUILDING COMMISSION $ $ = o e DECLARATORY STATEMENT DCA05-DEC-219 W ``�111111111/,AA� o �� faFj A7ji ' � y; CENSF • : '� � PRODUCT REVISED - 70592 a 1 es comptying with the Fiorlda FEB 1 y11 pp - DuildingLode [0�0 _ v 3 v NOA-No. 17-1226.05 - ExpiraHonDate 08/08/2023 SU of (U� drawing no. Mloaa r uct on EDGE DIST. TYPICAL ANCHORS SEE ELEvanaNs 4/ U � FOR SPACING r� CON61ft T O h 3 k zd 9 44 _� 0 Po T� , I] C a I I I I g \ S m vt y H 39 O I I 11 I I 1 41 o S �1 49 i pacaS 9 1 1 O 1 1 i ppWN� 1 1 l N I I I.I 1 G a o �g le a�€ o II j I. -d C 1 OC � n v I'I o K c. w a O II O= N o x o W1j�n Ili Ir :� V n kI I It � C Z —1 30 0 I I: i 0�3 � p¢ O II U S g e I I 1 g PRODUCT REVISED w I I I I I I 1 as complying with the Florida & HARDENED t l I Building Code I I I HIGH STRENGTH GROUT qg I I NIG f•e 50M PSI MIN. I I NOAENo. 17-1226.05 I MUSTYTRAANNSFER SHEAR Expiration Date 08/08/2023 LOADS TO STRUCTURE B 1 I I I y ouY^.m h h m 4 1 1 I I By I I I I II III• gG41 — M (SOLID 51 I If. 1•0 1```,^, O 0 - � I OPTIONAL TO GROUT) I I 1 I ooI 490 Nf /4 16 FEB 1 5 1018 ,+,,,i,,t,C,,,�t'/' °'II ... . . ° . V . �. e TYPICAL .. •a `: ..• a'• •. ° IN TYPICAL ANCHORS = EDGE 015T. SEE a EDGE DIS SEE FOR ELEVATIONS SPACING SPACING FOR �' v�. O •: SADDLE (ADA) THRESHOLDpp; : ��� �' drawing no. W13-01 APPROVED STANDARD FOR THRESHOLD WATER INFILTRATION NOT APPROVED FOR WATER INFILTRATION RESISTANCE S• •• ' .. RESISTANCE DOOR DETAILS i�A��� LIMIT MAX. DESIGN LOADS TO f70.0 PSF i,lli1,t, ,, Shaet 5 of 12 �CONCRLaE 1BY WOOD BUCK SEE NOTE SHEET 1 :AL ANCHORS ELEVATIONS SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING TYPE 'A'- 1 /4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4- MIN. EMBED INTO CONCRETE (HEAD) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE '8'- 1 /4' 1) . ULTIRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) MIN. LENGTH - 2-3/4' ' DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 114' PIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Prn = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 s z � e 0 I �g mN IB TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS FOR SPACING DOOR DETAIS [� lF ® /p IF'q �Y U 0 MIAMI-OADE COUNTY APPROVED II Z m n 3 CUPPED MULLION 11 SEE SEPARATE NOA I a N -� G I ------- ---- a 1 6 0 0 0 TYPICAL ANCHORS V o�T d °Lr a c9 0 SEE ELEVATIONS FOR SPACING 0 y y �0 IY Z N Qwm�IL c s � N c � — m s 'a 0 6 °0 Li 3 pw c� c O Hn o mNN- 2 to0 g U FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-1226.05 Expiration Date 08/08/2023 MIamY=D,d�mduct Control Irnh IYPoI PRODUCT REVISED as complying with the Florida Building Code NOA-NO. 17-1226.05 Expiration Date 0 0 /2023 ey Mia ad roduot Control DOOR DETAILS FES 1 5 10i6 ID IRS FQ W 6 o tW.M V agm GO M o a.0o0 0 Otrr O w V0 LL z:' Jzu TYPICAL ANCHORS ELEVATIONS U Q .:-EDGE'OIST.` •.. e. SEE FOR SPACING ., ... 1B 25 K MATING JAMB FASTENERS FOR LOCATIONS eO 3 m o > CONCRETE . _. CONCRETC,. 1 24 2 9 '� SEE DOOR JAMB SPACING ON SHEETF 2 & 3 0 e m �+ a �aNNSg ti s 44 2 gg g d ` IY QQ U O 9 \�rn I yh 0?ix _____ -- 3 I 0 It 0 IL 0 eo1 06� PRODUCT REVISED p.' K zn o a EXTERIOR 7 47 14 s m complying with the Florida Building Code Non -No. 17-1226.05 Q LL z H_ o 1° z °m µ Expiration oats 08/08/2023 a Q w 0 S Ij LEAF WIDTH . , D.L. OPG. Miam a raduct Control DOOR FRAME WIDTH SIOELITE WIDTH42' MAX. SINGLE(X)81-1/2- MAX. DOUBLE (XX) F�—: pa' 1/2- MAX. 0 o II LOAD BEARING. SHIM '.. '. OH a N n N n s MATING JAMB FASTENERS o 0 W . 4 19 3 5 2 FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 2& 3 d I OR `� O n MASONRf.' O " A C.) m it iI - O I 41 48 I B a ¢ - 34 39 M 7 13 EXTERIOR Li a 43 D.L. OPG. P LEAF WIDTH TYPICAL ANCHORS SIDEIITE WIDTH DOOR FRAME WIDTH 42' MAX. SINGLE (X) c w o n r n m m ^ 4' LONG SEE ELEV. 81-1/2' MAX. DOUBLE (XX) a i; $ 3 FOR SPACING FRAME WIDTH u o © 10 3 APPLY SEALANT BEFORE MATING `♦ ��', ••' ��i i 44 m'FEB 1 5 2018 • CONCFZRE .. : .•� 'I a V . �. .. . , .. ° ' NOTE" UME SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" ' EOF r dg� •-' drawing no. EDGE DIST. .TYPICAL ANCHORS ro ELEVATIONS SIDELITE DETAILS % °P':. ''ASLj4j'®` W13-01 /111111IL DUMMY f-�---1-----_ '� 1 24 ACTIVE LEAF 31_- INACTIVE LEAF 9 -� --- --- �b O ! ITEM PAST Na. QUANTITY DESCRIPTION MATERLV, MFG. / REMARKS 1 AL-!2 AS READ. FRAME HEAD & SELL 6063-TB KEYhW2K / SAPA 2 AL-190 AS READ. FRAME JAMB 6063 T6 KEYLARK / SAPA Q 2 o O 4CC2 GL 9 p 0 t y V GO O a . f�7 In In Q p t+t t0 I{, w 102 m m 3 Z o u � W i1 Q O N 4M 6j _ o g PL 3 AL-196 AS REQD. SIDELIEE.HFAD & SILL 6063-TS KEYMARK / SAPA 4 AL-197 AS REQD. FREE STANDING SIDELITE JAMB 6063-TB KEYMARK / SAPA 5 AL-198 _AS REQD. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 1�1'MARi(/SSA I AI Ih t � 7 AL-194 AS REDD. PANEL VERTICAL STILE 6063-T6 KEYMARK / SAPA _ - tC�PERATION - 8 AL-199 AS REQD. SHEAR BLOCK 6063-T6 WIMARK / SAPA AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-TS KEYMARK / SAPA 9 10 AL-192 AS REQD. FRAME HEAD &SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA -______ — T•__,T OF DEADBOLT S1 e-! KEY FROM T.UTHE T' ---- FROM THE INfERIOR)E)(TERIOR OR TURN E7CfIItIDR �- I 1 ACTIVATES THE THREE-POINT L_-_—_-� -- -__-- LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK t9 25 0 2J© 31 ACTIVE LEAF INACTIVE LEAF 11 AL-121 AS REQD. GLAZING BEAD (7/16' LAM.) 6063-75 KEYMARK / SAPA 12 AL-123 AS REDO. GLAZING BEAD (1.G00' INSUL-LAM-) 6063-T5 KEYMARK / SAPA 13 AL-200 AS READ. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 18 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPUANn 6063-T6 KEYMARK / SAPA 17 HD-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY — 0 0 'O L U � •O C 3 (S U Nj O m n n W ~ N r N.M 3 _ n Z tL .•. 18 HD-12G4 AS READ. FLLISHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS READ. LEVER LATCH LOCK. AT ACTIVE PANEL GUMMY LEVER, AT INACTIVE PANEL DEADBOLT (THUMSTURN), AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD- 5455 AS READ. 21 HD-8231 AS READ. 22 J10 TOR605 AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL. DUMMY LEVER, AT INACTIVE PANEL DEADBOLT (THUMBTURN), AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLArE 23 J70 TOR605 AS REQD. 24 JD60 AS REQD. 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL DUMMY LEVER. AT INACTIVE PANEL DEADBOLT (THUMBTURN). AT ACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 26 H0734-10116 AS REQD. 27 HD- DB2410 AS REQD. _ _ _ I 28 HD-537 AS READ. LATCH LOCK STRIKE PLATE S STEEL 28A - 2 /PLATE Q8 X 31V PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL _ _ _ _ 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S.STEEL - 29A 2 /PLATE $B X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 2 - EXTERIOR SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. REVISED ingg with the Florida 11111I 111I17T�A ode 17-1226.05 ` �,�J SF"'•;� �i Date OS 8/2023 FE81 5 Y018 = :' �' _ • : = - ad rodeet Control 4y� ' DSO •... ��59`� �AAY �j�jlltll1111A 30 HD-53EN AS READ. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REQD. LATCH LOCK & DFADBOLT STRIKE PLATE TRIM NYLON CGI o m O i o 33 z K$ g b 32 HD -STRIKE BOX AS REOD. LATCH LOCK & DEAOBOLT PROTECTIVE DUST BOX NYLON OGI 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A HD-533C 1 /FwsiisoLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-10B 4 /LEAF , 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HD-ABBOO-US32D 4 /LEAF 4-1/2' x 4" HINGE BRASS HALER 36 HD-ABB00-US 4 /LEAF 4-1/2' x V HINGE S. STEEL HAGER 37 03/B'-16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .157' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 -2/LEAF SHOOT BOLT PROTECTOR. AT DOOR FRAME HEAD & SW. PVC - 41 - HD-12-10042 AS REQD. 350- REACH POCKET SEAL. (FRAME PERIMETER GASKET) - AMESBURY o m e o n o a - .4 42 WS-32011 AS REQD. FOAM THE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY 43 44 45 HD -CUP ANGLE - - 2 /EACH 3 /CORNER SEE ELEV. 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) �10 x 1-1/4" PHP. PH. SMS, (PANEL & FRAME ASSEMBLY) ®14 x 3/4' HH. TF7( (NULUON ATTACHMENT) ALUMINUM S. STEEL S. STEEL - - PRODUCT as com - Building - NOA-No. - Expiration - By o O W �- 'o' e 1 46 8/HINGE , 4/CUP $12-24 x 1/2' PHP. FH. UC. THREAD FORMING 5. STEEL 47 - 2/EACH $6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) 5. STEEL 48 - 1/EACH #10 x 3/4" PHP. PH. SMS. (SOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL 49 03/8'-16 NUT 4 /LEAF 03/8'-18 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - Nliam 50 - 2 /FLUSHBOLT 18-32 x 1/2' PHP. PH. MS (FLUSHBOLT ASSEMBLY) S. STEEL drawing no. W1 7j-01 51 HO-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2' PHP. PH. SMS ALUMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE WSTAUA710N SCREW HOLE PING (AT DOOR FAMINE JAMBS ONLY) NYLON - 63 - 2/ LTTE SETTING BLOCKS EPDM WRONL7ER BOf5 SHORE A sheet 9 of 13 � lfJOr. fPL'fIVF)9TIIE � C0 V_ M A57P.AGP1 � J It, R a �. a. M O MWNWAo),.o3r li IIJ� I I NYION wnsnER 1� •' 0 � 50•U, 0.295 (00),.040RE y U N 5.551MUG N j 0.4(O0),.03P �i LL 2 `e 0 NYLON WASMER t o f LI TCPNIXROD WIfII I 't I J(70 Q•W1 ODUPUNGNVfaml f F (L-SILENT. 49.B157 II n a ii 3 e — il NYLON 56ENOR o _ S L BLOCK OO tz F n 03.500. S. 5m — 0 Lu WNEEL Of 3 v N C 0 O 7 4 s ONo NM _ IO r _� J/ 2oc cTAo G O I z 4 ® a G3o a li o aa o F 0 ( O i 0 o I PRODUCT REVISED t" as eomptytng with the Florida o Building Code { i I I 47 NOA-No. 17-1226.05 t I ` I' l If l BWo 0o PWIG i }I 'I ¢ Expiration Date 08/08/2023 y e m �I i Nr�GTN�347 it 4 �� _ n I Niff BY o M e ranuct Cont,o y O .� 5 • ucE.vsF'• FEB 1 2018 , s a \ drawing no. UNLOCKED POSITION LOCKED POSITION CJ ASTRAGAL ® � — V Or ` 'fl9Yl O ( l°CIC ONAMM 5TU N O F N W q Z (d �0 0 l i OOtiO In "yv� U � O G'w �+ G . a OaQQo N I IL ZN�O I JZOR� '� Q � O N i� i ♦7 � � t) t0 C h W. N 0 C j{ 0 ton 3 vWi Q nnUATM I PRODUCT REVISED as complying with the Florida Building Coda c �I I NOA-No. 17-1226.05 c Ei Expiration Date 08/08/2023 m r 3 z �i Mla -0a roduct Control o o fO N � S n m o • I NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) a o W f fI i ,�i�O Pl pai rrrr�ir ( FEB 1 2010 = _ 7 92 AI ` drawig—o W13-01 UNLOCKED POSITION LOCKED POSITION rrrrsr0ALiS�� sheet 11 of 13 3.825 .125 .750 1.590 .100 QQ DOOR FRAME HEAD/SILL .062 1.fi25 1.557 O FRAME COVER 1.6I2�2 7� 10 SILL. COVER .465 j .075 I 1.0163 O SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER 326 I 135 0705 .eos 2as � 1.060 1.622 d O u ASTRAGAL ADAPTER SHEAR BLOCK II^-t sl o -^{I -� 1.i25 p- I .120- u .080 .500 bi 1.225 IP O O DOOR FRAME JAMB SIDELITE FRAME JAMB Q TOP & BOTTOM RAIL 5.500 .Q60 1.828 1.440 4.495 Q HINGE & LOCK STILE 1.500 I .185 13 125 .500 4--a.Doo� SHEAR BLOCK PLATE 16 SADDLE THRESHOLD �j .675 .310 .ost tN I .995 .050 .080 1.184 120 4.000 GLASS STOP (LAM. GL .505 �.120 1.465 .995 082 .050 .200 .870 F- OS 12 � 1.184 SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. FEB 15 2018 U 1 ro O ym q 3 gNO �V.,2 U N O Inn M �o � 0 mm aooA ILzp2E .l8Wa az N U N C 1 � N �Q 0 011 r p Lu C O F N p o) N 00 n 3 o n 0 PRODUCT REVISED as eomptyIng with the Florida Building Code MOp No 17-1226.05 Expiration Date 08/0812023 By Mia Da roduct Control ' n , crowing no. W13-01 sheet 12 of 13 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL LEAF TOP & BOTTOM CORNER HOLE SIDELME JAMB CORNER TOP & ROT7170M SADDLE THRESHOLD CORNER O ti pw pN� C',tq T hn 3 cZ4� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 BY Mia ro uet Centro FEB 1 5 2018 ,,`TIT,IIII,,,,,, �,11 ., � ENyF'•:O s I ' Q •' OF P�(y� drawing no. W13-01