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HomeMy WebLinkAboutNOASCANNED BY St. Lucie County MIAMi�AiiE t DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMn4ISTRATION DIVISION NOTICE OF ACCEPTANCE i TAMKO Building Products, Inc. 220 West 41 Street Joplin, MO 64801 SCOPE: N V Q 1 MIAMI-DARE COUNTY Lucie County, Parmittine , PRODUCT CONTROL SECTION TS-(RER)`-`-- 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 n T (786) 315-2590 F (786) 315-2599 tOQruvt www.miamidade.eov/economy ayTAni»n SHOP STAMP Iat/Plan: Eden cbmp .a REVIEW Date: 102E-19 leview is for general compflancewith the Construction Documents. tespcnsibility forcorrectness of dimensions, details, quantities and safety lurinafabrication lies soleiv with the manufacturer and/or contractor. ' K momcepuons iasen Keneweo ay: Dawn B. Kotbelak, RA, AIA 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 of the Florida Building Code. DESCRIPTION: TAMKO Roof Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0709.19 and consists of pages 1 through 6. !_ �\J The submitted documentation was reviewed by Gaspar J Rodriguez. y �glQ ?A REVIEWED I=OIC\ ;_ DE COMPLIANCMo.; T. LUCIE COUIV-I- I5-1215.10 MtAMPt7ADE coUIYTr BOCC Expiration Date: 12/01/20 "1 1 Approval Date: 05/26/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category Asphalt Shingles Materials: Laminate Deck e: Wood SCOPE This approves TAMKO's Heritage, Heritage Woodgate and Heritage Premium asphalt shingles, manufactured by TAMKO Building Products, Inc., as described in this Notice of Acceptance and designed to comply with the Florida Building Code High Velocity Hurricane Zones. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Heritage 13'/i' x 39 3/a" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 Heritage Woodgate 13 ''/a' x 39 3/$' TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1,3 Heritage Premium 13 ''/a' x 39 3/e" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 MANUFACTURING LOCATIONS 1. Dallas, TX 2. Tuscaloosa, AL 3. Frederick, MD EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. TAS 107 & UL 790 04CA44252 02/25/05 ASTM D3462 02NK33813 09/23/02 ASTM D 3462 & TAS 107 R2919 Letter 03/10/11 ASTM D3462 4789110543 08/26/14 TAS 107 02/19/15 ASTM E 108 08/26/14 ASTM D3161, Class F 4787043752 10/20/15 PRI Asphalt Technologies, Inc. TAS 100 TAP-129-02-01 05/26/05 TAS 100 TAP-130-02-01 05/26/05 TAS 100 TAP-131-02-01 05/26/05 PRI Constmction Materials Technologies LLC TAS 100 TAP-303-02-01 12/12/14 TAS 100 TAP-307-02-01 02/10/15 TAS 100 TAP-317-02-01 09/02/15 NOA No.:15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 2 of 6 LIlVIITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shingles shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115. 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail `A', attached 5. Nailing shall be in compliance with Details 'B', attached. LABELING Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below: MIAMI•DADE COUNTY ,...• M BUILDING PERMIT REQUIREMENTS As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. NOA No.:15-1215.10 MIAMMADE COUNTY Expiration Date: 12/Ol/20 ,...� Approval Date: O5126/16 Page 3 of 6 6-1/w DETAIL A HERITAGES HERITAGE WOODGATE9 AND HERITAGE PREMIUM All dimensions are in inches. 5TH COURSE 4TH COURSE 3RD COURSE 2ND COURSE 23 1ST COURSE 2s Full DETAIL B HERITAGE SHINGLE FIG. 1 FASTENING PATTERN All dimensions are in inches L 39-3/8" _I 7 W 7'�z" 7 3/3" 7 YV 7% 1" __...._ •------ -------------- j'".......... _.• • • --------------------------------------------------_-------_---_--- ......... 5-5/8" NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 4 of 6 PAINT T-Tmu 6-1/8" DETAIL B (CONTINUED) HERITAGE SHINGLE FIG. 2 ALTERNATE FASTENING PATTERN 1 2-1 39-3w 1 HERITAGE SHINGLE (TUSCALOOSA, AL) FiG. 3 ALTERNATE FASTENING PATTERN HORIZONTAL NAH. SPACING IN ACCORDANCE Wrm FIG.1 OR FAG. 2. VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE. AL4Na EM OF COMMON BOND PREFERRED FASTENER LOCATION E Common Bond ZONE NOA No.:154215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 5 of 6 n HERITAGE WOODGATE & HERITAGE PREMIUM SHINGLES FIG. 4 FASTENING PATTERN All dimensions are in inches i� 39-3/8" 01 /" 6 %_" 9 3/a" s'/z" 7'/_' 1" 13 ........... =�--•-•------- —0---------------•------------il......------•-�----- END OF THIS ACCEPTANCE 5.5/8" NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 6 of 6 r.. SCANNED BY NOV 0 4 141 St. Lucie County M IAMFDADE MIAMI-DADE COUNTY ST. Lucie County, PermlttlnrJ 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC Rv' ^*mfTPC ro n, /T ?7 � 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION 4)a T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) SHOP STAMP Lot/Plan: Eden CGI Windows and Doors, Inc.ovnan an CnmpanksREVIEW Date: 10.28.19 Review is for general compliance with the Construction Documents. 10100 NW 25" Street Responsibility for correctness of dimensions, details, quantities and safety Miami, FL 33172 during fabrication lies solely with the manufacturer and/or contractor. X No Exceptions Taken Reviewed BY: Dawn B. Korbelak, RA, AIA SCOPE: Rejected 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 (AHD). 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 "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Transom —L M.L APPROVAL DOCUMENT: Drawing No. W17-54, titled "SS-3550 Aluminum Outswing Door (L.M.I.)", sheets 1 through 15 of 15, dated 05/30/17, prepared by AI-Farooq Corporation, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAif 16-0421.10 and consists of this page 1 and evidence pages E- and E-3, as well as approval document mentioned above. q0 The submitted documentation was reviewed by Manuel Perez, P.E. F� �r Gov W � REVIEWED FOR �y MOAMFDAOE COUNTY / NOA Nb.�7-1114.01 •••e'=r CODE COMPE#lr&Ste: January17,2023 �p� v e: December 28, 2017 E'T'. LUCIE CVU Pagel BOCC 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. (Submitted under NOA No.12-1005.02) 2. Drawing No. MD-3550.2-LM, titled "Storefront Entrance Door Details - LM", sheets 1 through 19 of 19, dated 03/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of pairs of French doors, prepared'by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8842, dated 02/25/16, signed and sealed by Idahnis Ortega, P.E. 2. 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 06/05/15 and revised on 04/13/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted partly under NOA No. 12-1005.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Res urces (RF.R�-� ManureKE. Product Control E i er NOA No. 17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Quanex Part Super Spacer® Standard by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 Thermal Conductivity 0.881 BTU - in/ hr.-ft? °F, ASTM F 1249 W VTR -Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. 4. Quanex Part Duraseal® complying with ASTM C518 Thermal Conductivity 2.22 BTU -in/ hr.-ft? °F, ASTM F 1249 W VTR -Pass, ASTM D 1434 Argon Permeance- Pass, ASTM E 2189 I.G. Durability -No Fog, ASTIVI E 546 Dew Point Development 20°F in 48 hrs. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 13, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7137, dated 12/10/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. 4. Testing proposal issued by the Product Control Section, dated December 9, 2015, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.09, issued to PGT Industries, Inc. for their Series "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Transom - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-54, titled "SE-3550 Aluminum Outswing Door (L.M.I.)", sheets 1 through 15 of 15, dated 05/30/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. iVIanuel _Y&e4, P.E. Product Contr E miner NOA No.-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 6) Forced Entry Test, per AAMA 1304-02 and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 6t° Edition (2017), dated 06/30/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated June 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, hie., and requests that the current NOA issued to PGT Industries, Inc, be rescinded, signed by A. Lynn Miller, P.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal #16-1434R, issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. Cl�ItlM:l •2;� 1. Notice of Acceptance No. 16-0421.10, issued to PGT Industries, Inc. for their Series "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Tr otq - L.M.I., approved on 06/02/16 and expiring on 01/17/18. .J Manuel P P.E. Product Control Ex ainer NOA No. 17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E - 3 THESE DOORS ARE PAIEl1 FOR LARGE & 54All NISSRE IMPACT. SHUTTERS ARE NDT REOUNED. SERIES SE-3550 ALUMINUM OUT -SWING ❑OOR DOORS (WITH ABA THRESHOLD) NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS (WITH BUMPER THRESHOLD) APPROVED FOR WATER INFILTRATION RESISTANCE, SEE SHEET 6 FOR LIMITATIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (BTH MMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTHUCTONS. 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 WIR1 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMTON FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SWING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. COMMONS NOT SHOWN W THIS GRAYING ARE TO BE ANALYZED SEPARATELY, AND TO BE RE`AEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE DRAWING M FOLLOWS. 1. SB.ECT SINGLE OR DOUBLE DOORS FROM SHEET 3 OR SINGLE OR DOUBLE DOORS WITH TRANSOM FROM SHEETS ♦&S. 2. SELECT GLASS TYPE MIN SHEET 2. 3, DETERMINE IF THE DOOR WILL BE INSTA O IN AN OPENING WHERE THE WATER INRLTRATON RESIWANCE IS REQUIRED. SEE SHEETS 5 AND 6 FOR THRESHOLD TYPES AND LIMITATONS. 4 SELECT LOOK OPUON, CORRESPONDING SUM AND MAX. DESIGN LOAD FROM SHEETS 11 AND 12. 5. SELECT ANCHORING COMMON AND CORRESPONDING ANCHOR TYPE FROM SHM & 5 DETERMINE FM DESIGN PRESSURE FOR THE SYSTEM. TPILEN AS THE LOWEST OF ALL OF VALUES OBTAINED. 7. FOR DOORS MU11ED WITH CGI SS-3500 WINDOW WV SYSRN, SEE SEPARATE NOA FOR VANDOW WALL CSPKITY, OEWWS AND UMUTA110N5 LONER DESIGN LOADS MGM STEP 6 ABOVE OR WINDOW WALL NOA WILL APPLY. m w,% Z e o� �n 4 0g� 0 OGv°�+ 0 e, DtN 0X NO -H.F L�'(; a' REVISED, E Florida 4G, Bf EW drawing no. W17-54 1/4' ANN. GLASS 1/4' HEAT STRE4'0. GLASS 1/4' HEAT STREN'D. GLASS IF, SILICONE .090' Inhdayer SIUCONE 090' IntedWer SILICONE 090' IntnyerDOW CORNING 995 SenI,GI.. DOW CORNING 995 Tmei(ol PVB DOW CORNING 995 SentryGlas DOW CORNING 983 By 'Kuramy Amedca, Inc.' DOW CORNING 983 By 'kummy America, Inc.' DOW CORNING 983 By 'Kummy America, Inc.'DOW CORNING ]91 DOW CORNING J91 DOW CORNING ]91GE ])00 1/4' ANN, GLASS GE ]J00 1/4- HEAT SIREN'D. CUSS CE )]Oa1/4' HEAT MEN'0. GLASS SILICONEDOW CORNING 995 z DOW CORNING 983 DOW CORNIING J91N GE rGO I 15 I 13 I 19 1 0 0Q p dddd" m IgF9 FG \ LL r w £_ \ 21 p \ zt / p 21 DOOR LEAF DOOR LEAF DOOR LEAF 21 GLASS TYPE 'A' GLASS TYPE 'R' GLASS TYPE 'C TRANSOM a GLASS TYPES 'A'. 'R' & 'C' ac o A .', 12 8 � z 12 OD w SIUCONE 1/4' ANN. CUSS 1/4' HEAT STREN'D. GLASS 1/4' HEAT STREN-D. GLASS DOW CORNING 995 C y SIUCONE SIUCONE SILICONE DOW CORNING 953 DOW CORNING 995 090' lntedayer DOW CORNING 995 090' inlerlayer DOW CORNING 995 .090' InledI DOW CORNING 791 m h m DOW CORNING 983 SentWGlae DOW CORNING 983 Tr..I PVB DOW CORNING 983 Scm,GIae GE 7700 DOW CORNING )91 By 'Kuraray America, Inc.' DOW CORNING )91 By 'kummy Amedca, Inc.' DOW CORNING 7 91 By 'Kurcroy AmerRu, Inc.' GE J)00 GE AOo GE )]00 I ! ! 'O 3 ro n 1/4' ANN. GLASS 1/4' HEAT MEN'D, GUSS 1/4' HUT STREN'D. GLASS C_ 2 /I6' AIR SPACE )/16' PAR SPACE )/16' AIR SPACE II 3 O a H CD p 1/' TEMP CLASS 1/4' TEMP CUSS 1/4' TEMP GLASS � � o U �-OE y < 22 22 O F xTRANSOM *OR GLASS TYPES 'D'. `E' & 'F'XL EDGE SPACER Sf STEEL BY 'CARDINAL' XL EDGE SPACERoI ST. STEEL EN 'CARDINAL' \\ / XL EDGE SPACER STT. STEEL BY 'CARDINAL' OR Bf 'OUPNIX'DURASPAL BY 'DUANEX, 1 DURASEAL BY 'OUANEX' ORRASFJ. SUPER SPACER NM BY ER SPACER — SUPER SPACER NXT BY 'OUANEX' \ — — OR SUPER SPACER NXI BY 'OUANEX' DOOR LEAF 0R DOOR LEAF OR DOOR LEAF OR GLASS TYPE 'D' KODISPACE 45C TPS GLASS TYPE 'E. KOOISPACE 45C TPB BY'KOMMERLING GLASS TYPE 'F' K001SPACE 4SG TPS er; KOMMERUNG' BY KOMMERUNG' .....4 ^ t fl••,..I 1111111111 GLAZING OPTIONS PRODUCT RCVLSFD JD n $ v u�mPlfl o"an the Fluids a a NOTE: nunetag cans -ui O) _? t i ° 5 pttcpmna No GLASS CAPACITIES ARE perm Dn' ' 0., TE OF . 4p ` dmwing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) R1pN,i \�C AND FLORIDA BUILDING COMMISSION nT. �. . . '• ��`� W17-54 DECLARATORY STATEMENT DCA05—DEC-219 M"m' mdcP<aauu AAgq�OypL ��� hP FT 99 1/T MAX It/ \ II II OF it Wei / I u 11 F2 \ ii / i ii ii SGa -M1 __ I / � II II �In •� INACTIVE '�`7(;'j`�. ACTIVE TV. HEAD/SILL ANCHORS AT 38 1 2' DOOR MUWON J 35 /2-OFGTOTAL NO. OF PNDHORS FOR L91WI NATE pENDA_', D.LTkLS AT lRc. STILE EN08 AND DESIGN LOAD LWRS ANCHOF M.%. LAAVE HEIG 47 3/4' TrvE 9Pro es Irv. ee IN. TO BE REVIEWED BY FAF YADTH B 7 9 BD]C. OFTIOW. el 6 J SINGLE DOORS W" CAPACITY - PSP DOUBLE DOORS LOAD CAPACITY - PSP DOOR DNS. GWE TYPES B. k 'E' GU59 IYPES 'A' k D. GLLS9 TYPES 1 'C' k'Y DOOR DWS. GLASS TYPES 'B' k '8' GLL55 TYPES 'A' A V GUSS TYPES C. k 'Y fi E IFK EIR.(i) TNT.(-) Ett.(+) INi.(-) Eq.(+) EXL(+) IW..(-) W.(-) ) W�.(-) NOIH HEIGHT MOTH HDGHf 1YIOIH HDGHi W90M HEIGHT 31-3/4' 97-3/4' 20' 95-3/8' 70D 80.0 90.0 90.0 90.0 I20.O M. 97-3/4' 20-1/4' 95-3/e MO 80.0 90.0 120.0 39-1/2' 84' 35-3/4' 81-5/8' 70.0 80.0 90.0 W.0 90.0 120.0 75-1/2' 84' 35-3/4' 81-5/8' 70.0 60.0 90.0 120A 39-1/2' 90' 35-3/4' 0)-5/8' ]0.0 80.0 88.9 B5.9 90.0 120.0 ]5-1/2' 90' J5-3/e e7-5/e' 70.0 80.0 00.9 V 120.0 39-1/1' 98' 35-3/4' 93-5/8' 70.0 60.0 01.4 81.4 90.0 IT0.0 JS-1/2' 96' 35-3/4' 83-5/0' ]D.0 80.0 81.4 120.039-1/2' 97-3/4' 35-3/4' 95-3/8' 70.0 bOD 6 D 80.090.0 120.0 75-1/e 97-3/4' 35-3/4' 95-1/0' 70.0 80.0 80.0 120.0120' 47-3/P 11]-5/8' - - - - 90.0 100.0 99-1/2- 120' IJ-3/4' 117-5/8• - 100.0 SEE SHEET 6 AND 7 FOR WATER INFILTRATION RESISTANCE AND POSf1VE(+) Op UMf NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUIMING OFFICIAL GL>SS D L.O. FORMULA' (DOOR) D.LO. WIDTH = FRAME WIDTH - 13.0' (X DOORS) _ (FWJ/.E WIDTH - 22.5•)/2 (XX DOORS) D.LO. HEIGHT = FRAME HEIGHT - 15.0' DOOR LFAF HEIGHT s FRAME HEIGHT - 2.375' ., _y t i e 1\11111111111/ o PRooucr RevtsED - b 9 Bill gl pro wiMOx FMMv _ ': * _ s u b` JEJ' A< �Ieom NO/ .l114.B i. E °�4 Q•'• TEOF `� do.1, no. W17-54 SURFACE FALSE MAY I D.L. OPo. A 3/4' 35 )5 1/T MAX DOOR FRAME WIDTH 69 1/2' D.L CPC. 16 1/2' MA%. HEAD SILL i , — — I / I \ / j \ � I \ I � I I / y NOTE: FOR DOORS CAPACRY SEE SHEET 3. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACRY SEE CHART SHEET 5. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. GI ASS p 1 O FORM I A : (TRANSOMI D.L.O. WIDTH = FRAME WIDTH - 6.0' D.LO. HEIGHT = TRANSOM HEIGHT - 6.0" N0TRRAN. OF CHORS pT WUS ANCHOR TYPE6 Waa WITH PDng NP. PDNF. Ak Al 5 Bk Bt 6 1 S C&C1 1 ] IOTA NO. OF ANCHORS AT M. SOLE ENDS ANCH . FNNE XpGM IWE no 86 IN.PBGYE 96 IN. 6 7 1 9 61 8 ) TO ` `� 1 r nrv•q T. n O (ts1 �n l OOV Q; o O �01 O o�� p 13tO aO'C U4 LL z�= Q�mE / � J / e / o 0 w rc C� \ N J I \ 0n o a '/` uz drawing no. W17-54 ADA THRESHOLD KW MPROVED FOR WATER INDLTMTICN RESWANCE (AM THRESHOLD REONRENEMS M BE REVIEWED BY M) ADA THRESHOLD WITH (OPTIONAL) .q� Zee q C° i n 0G3m u R a. OF •�((/` drewing no. W17-54 BUMPER THRESHOLD MPR'D MR VIATER INPLTRATON RESISTANCE UNIT NAY.. EAT. LOPS TO +20.0 PSF BUMPER THRESHOLD W/ 1-1/2" RISFR APPR'D FOR WATER INNLTRATION RMIAANCE LIMB NAA. M. LDAMS M +50.0 PSF BUMPER THRESHOLD W/ 3' RISER ARPR'D MR WATER INRLR MON RESISTANCE UMR L M. LWDS TO +80.0 PSF Z m O w a8 zoo 0tU O 0920 o n O ieo Q ��9 Q zW �F b g dm� g no. W17 54 0.1-1O TYPICAL ANCHORS: SEE BUM FOR SPACING r (TYPE 'A'— /d DA DI a pN RY 'fl O' (F-1JJ K9. FY-155 161) INTO 2BY WOOD BUCKB OR WOOD STRUCTURES i 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) yl DIRECTLY INTO MASONRY 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANHORF DISTANCES INTO CONCRETE AND MASONRY — 2-1/2' MIN. _ t INTO WOOD STRUCTURE - 1" MIN. :`1 ANCHOR C TO P� I TO INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS - 4' MIN._ _ _ _ _ J FTYPE 'B'— 1/4' DW ULTRACON BY 'ELf.O' (Fu-17 KSI, FY-155 K51) DIRECTLY TWO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I ANCHOR EDGE DISTANCES s N INTO CONCRETE = 2-1/2' MIN. N HORS TO ClIL I NTO CONCRETE = 3° MIN. INTO FILLED BLOCKS = 4_MIN. _ �L 1 RFE 'C'- 1 /4' DIA TEKS OR SELF DRILLMO SCREWS (GRADE 5 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR o INTO METAL STRUCTURE YI (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE r ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) '^ STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PRATED OR PANTED) s ANCHOR EDGE mSTANCES INTO METAL STRUCTURE = 1/2° MIN. . _ . _ _ _ . _ _ . J WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm — 2000 PSI MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING WE'A1'-5/16' DIA ULTRACON BY'EUCO' (Fu=177 KSI. Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU TOY OR 2BY BUCKS INTO CONC. OR MASONRY 1-3/4° MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) 1 DIRECTLY INTO MASONRY 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) N FS0 T N F5 ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2° MIN. INTO WOOD STRUCTURE - 1-1/4' MIN. ANCHOR Cl TO CL DISTANCE INTO CONCRETE = 3' MIN. IWO FILLED BLOCKS - 4_MIN._ ME 'Bl'— 6/18 ­DIA ULTRACON BY 'fl C0' (Fu 1A KSI. FY 155 K51) DIRECTLY INTO CONCRETE I 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE - 2-1/2" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE - 3" MIN. L _ INTO FILLED BLOCKS = 4_MIN._ rWE'C1'—S/16' DIA TFKR OR SELF DRILLING BCREWS (OWE 5 CRIS) � INTO MIANI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PANED OR PAINTED) ANCHOR EDGE DISTANCE INTO METAL STRUCTURE = 1/2' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. L_L" 2 ' 711,71 VINFAM11 ■ (D ■ 12 2 w/ n 9 O fa� Z o rcoo� v= cm O iva 0: 6 Q �.: 4 E. 0¢3mf E� EXT. MIAMI-DADE COUNTY APPROVED WiOE MISSILE IMPACT RESISTANT SERIES SS-3500 STOREFRONT SYSTEM, z p w SEE SEPARATE 'wl WINDOWS' NOA FOR DOOR MUWON AND MUWON o FASTENERS DETAILS AND LOAD CAPACITY C m ul�n 0 v3 c i4� H CO i i EXT. £ WIDTH _ pUlrgrrrYi TSW No. AUe Florid. U O T DF TAW;: drowin99 no. LOCK OPTIONS: OPTION 03: STD, 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD = +90.0 PSF —120.0 PSF ACTNE LEAF: 3 POINT LOCK SYSTEM SERIES 206-3P BY 'REGENT' AT 40' FROM BOTTOM WWDLE ACTIVATES 5 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACME LEAF LOCK SHLE WITH (2) #10-32 X 1' M MACHINE SCREWS INACTRRE IFeF 2 POINT LOCK SYSTEM W'REGENT' AT 42-1/2' FROM BOTTOM HANDLE AGNATES SHOOT BOLTS ENGAGING AT HUD AND SILL FASTENED TO INACIIVE LEAF LOCK STILE WITH (1) if6-32 X 3/4' PH MACHINE SCREW To sR�mxowamrurcH s OPTION W4• STO 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD = +90.0 PSF —120.0 PSF AMP I FAF' 3 POINT LOCK SYSTEM SERIES 2222 BY 'REGENT' AT 40' FROM BOTTOM HANDLE AGNATES 6 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EKTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAP LOCK STILE WITH (2) B10-32 X 1/2' PH MACHINE SCREWS INAc I FAR 2 POINT LOCK SYSTEM BY 'REGENT' AT 42-1/2' FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HIM AND SILL FASTENED TO INACTNE LEAF LOCK STILE WITH (2) p6-32 X 1/4' PH MACHINE SCREWS (1) p6-32 X 9/16' FH MACHINE SCREW I II I II ACIrvE \ � INALTY£ III PLINE LUF WIDTH I L w MOTH I`LFAF WDTH_ D>u 2mxoweaT utnl z: OFUDN WD: STD 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAN. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = +90.0 PSF -100.0 PSF ACTf& I EAFt 3 POINT LOCK SYSTEM SERIES 2222 BY 'REGENT' AT 40° FROM BOTTOM HANDLE ACTIVATES 6 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACME LEAF LOCK SOLE WITH (2) JIO-32 X 1/2' M MACHINE SCREWS MA TN FeP 2 POINT LOCK SYSTEM BY 'REGENT' AT 42-1/2' mom BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HUD AND SILL FASTENED TO INACTNE LEAF LOCH SMILE WITH (2) %6-32 X 1/{ PH MACHINE SCREWS (1) /6-32 X 9/16' M MACHINE SCREW 1 II RC1NE \ � — INACINE \ �j ALINE LEAF WIDTH LUF AD. LEAF W101H eorrouurcxroBeusues. awT om°eewa i�nr soweavuTcx L. o l . rt'. . Z ow Oe �$ a Ogcq e 6(Y y 0 gg� C 0 m o 4a 0 aoo CM O LLzW=° J � H Q w N E C W17-54 LOCK OPTIONS: �lz PANIC EXIT DEVICE - PANIC EXIT DEVICE PANIC EXIT DEVICE OPTION Nl• OPTION 92: OPTION 66, Z ' ¢ PANIC EXIT DEVICE PANIC EXIT DEVICE PANIC EXIT DEVICE 0 k Lm' In MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT - 120 IN. MAX. FRAME HEIGHT = 120 IN. u5 "' MAX. LEAF WIDTH = 35-3/4 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. Q t R 6 0 MAX. DESIGN LOAD - +90 PSF MAX. DESIGN LOAD = +90 PSF MAX. DESIGN LOAD = +90 PSF 0 0 - n " —100.0 PSF —100.0 PSF —100.0 PSF IL ADTNIF N INACTIVE LEA P AC A INACTIVE FAF: A INF kA I� 0 G y n v CONCEALED VERTICAL ROD PANIC EXIT DEVICE / 577D BY CONCEALED VERRCAL ROD PANIC EXR DEVICE SERIES 3347 CONCEALED RTC4L ROD PANIC DDT DEVICE BY o m 'REGENT HAROWARE' LOCATED AT 39' BY 'VON DUPRIN' LOCATED AT 40' FROM SILL 'JACXSCN PANIC S M' #1285 LOCATED AT 38' cf C ¢ FF g FROM SILL AT EACH LEAF. AT EACH LEAF. FROM SILL AT EACH LEAF. 0 h O C FASTENED WRH FASTENED WBH FASIENED WITH 0 d (2) A10-32 X 3/6' PH MACHINE SCREWS (2) V10-24 X 3/4' PH MACHINE SCREWS (2) 1/4-20 X 1/4' SOCKET SEF SCREWS AND x (2) #10 X 3/4' PH SELF ORIWNG SCREWS (2) 1/4v20.X 1_ FN MACHINE SCREWS (3) 1/4-20 X 5/16' CONE HEAD MS I( N 1L z°_� J ZON�J I II I II I II 8 4WIDT0LL Amr2 \ i 11 srAcmE i i AcmeADTNE LFPF WIDTH LEAFWIDOI IFPFWIDTHLFAF WIDRI LFAF WIDTH LFAF WIDM IFAF InOTH LEAF LFAR WID1H C w O�,RJ RIPUiLXFOPALL8UB5: ttIPLPRMFORALL9Ue9: eernnuuxu*w as Nwru.w RAas sues psE vPuiw FDRULsuay. cnrc mrvs rsaxvo wlcevLosn `mv�o�wv`wsuRx���� Pam 0 lJ © 0 V�IJr)Fl ll' ° o ROM XeO FoMLBLS 0� "^`"• 4 f ii11��1((1��1111111 JJA BOROMURX 11 1Xj�LS 1.TT0..d MRALL51A00 n,n-aw.e¢TURR� 6'iPIwTUicN Age_ ja€� ,�y' PRODUCI'RGVISFD i N B '- 0 o stem V,IM FlmMv v _ o e k AR;m; econe �t tll4-•0 l a y k A ".l.CNO E T'mLw"DLs �Q�'• OF J•6�`� drawing9 no. ReoMRFn PCRSCCRFuxexe By AZ..... W1 7-54 oveanw•a6000RFFu�vnmxs IMI -1-da LCCYSVI x�A4$� ' �teivv Rsala•rsm o6mimmaw Yvq QNAP.IINA sheet12 of 15 ITEM 9 PM / HMO. OESCwPRON MATERIAL MANP./SUPPLIER/REMAREB 1 19508 1 DOOR FRAME HEAD 6063-TES 2 19505 AS REDD. FIAT SNAP 6053-76 3 19512 1 ADA THRESHOLD 6063-76 3A 19513 1 BUTAPER THRESHOLD 6053-T6 39 19514 AS REDO. BUMPER THRESHOLD COVER 6063-T6 - 3C 19515 AS RE00, BUMPER THRESHOLD COVIOR 6063-T5 - 3D 19515 AS REDD. BUMPER THRESHOLD COVER 6063-T5 4 19505 2 DOOR FRAME JAMB 6063-T6 5 19520A 1/ LFPi LEAF TOP RAIL 6063-T6 - 6 19521A 1/ LUF LUi BOTTOM ML W63-TES - CGI-5 1/ UW LFN 10' BOTTOM RAIL N63-T6 - 19522A 1/ LEAF LEAT HINGE/LOCK SITU 6063-T6 - 19524A 1/ LEAF LUF LOCK MLE (INACINE) 6063-T6 - 19523A 1/ IFAF LFPF LOCK' SIRE'(ACINE) -6063-TES— - 19622 AS REDD. LEAF ASTRAGAL W63-TES PIS A5 X 3/4 AS REDD. A.'TR4GA1 FASTENERS AT 3' FROM ENDS 0 12' O.L. ST. STEEL M SELF DRIWNG SCREWS M095ZBL AS REDD. ACTAE MILE WSTRIP ADAPTEi 6063-TES ULTRAFAB 19512 AE REM. DOOR STOP 6063-76 19534 AS ROOD. DOOR STOP COVER 6063-Te #10 X 3/4- AS ROOD. DOOR STOP FASIMMS. AT 3' FROM ENDS k 1Y D.G. ST. STEEL PH SET DRIWNG SCREWS 19527 AS REDD. SHEAR BLOCK 6063-T6 I3 19519 AS RE00. BACKER PLATE, T' LONG 6063-T6 13B 19519A AS REDD. I LOCK SALE REINF, FULL WNGTH 6063-T8 14 19554 AS FEW. LEAF WSTRIP ADAPTER 6063-T6 IS 19525 4/ LFPF GUiING HAD (I_AM. GLASS) 6O63-T6 - 15A 19526 4/ IFAF G NG BEAD UNSUL LAM. GLASS) 0063-TB - 16 195% 4/ LEAF O4A56 40P (UM. GLASS) 5063-T6 - ICA 19518 4/ LEAF GLASS STOP (INSUL UM. GLASS) 6063-TES - IT 19501 AS REM. TRANSOM FRAME HUD 6063-TB IB 19502 AS REM. TRANSOM FIN SNAP 606 --T6 19 19507 AS REGO. TRANSOM BASE 6063-T6 19A P10 X 3/4 AS REDD. BASE FASTENERS. AT 3' FROM ENDS S, 8' O.C. ST, MM PH SMS 20 19510 AS REM. TRANSOM REINFORCING 6083-T6 21 1652 2/ LITE SMNG BLOCK. 3/15- X 2/16' X 4- LONG TOM 1AT 6' FROM EACH END. OUROMETER 8535 21A 1704 2/ UTE SETTING BLOCK, 3/16- X 1-3/32X 4 LONG TOM AT 6- FROM EACH END, OUROMETER 65t5 22 13061 AS REDD. GV ING WEDGE (DOOR) EPOM DUROMETER 65B5 SHORE A 22A 131" AS MOD. INTERIOR GU ING WEDGE (TMNSOM) EPOM DUROMETER 6535 SHORE A =8 61823 AS REDD. EXTERIOR OWING WEDGE M ANSON) SANTOMENE DUROMETER 8035 SHORE A 23 19540 AS REDD. BULB W'SMPPING AT DOOR STOP SOFT PVC 24 67924G AS RE00. RNSEAL PILE WSTRIPPING WOOL 25 19542 AS REM. ANSEAL PILE W'STRIPPING (ACTNE LEIF) WOOL 26 19535 AS REDD. IBM HINGES ST. STEEL REGENT 4001 2CA 19531 AS REDD. IHINGE SACMNG PUTE. 1/4' THK ALUMINUM 26B 012-24 X 1/2' AS REM. HNGE INSIA TION FASTENERS ST. STEEL FIN SMS 27 1950 AS REDD. BUG SWEEP (OPTIONAL) 27A Q6 X 5/8' AS REDD. BUG SWEEP FASTENERS ST. STEEL PH SMS 28 612 X 1-1/2' AS RE00. FRAME ASSEMBLY FASTENERS ST. STEEL RAN SMS 29 5/16-18 X 1' AS REDO. LEAF ASSEMBLY FASTENERS ST. STEEL CABBAGE BOLT 29A 5/16-18- AS REDD. LEAF ASSEMBLY FASTENERS ST. STEEL HEX NUT 30 1/4- X 1-1/2' AS MOD. SHEAR BLOCK FASTENERS ST. STEEL FH SELF DRILLING SCREWS 31 6651 AS REDD. THRESHOLD ANGLE (2- X 5' X 1/13' X 1-3/4- LONG) 6083-TES - 31A YB X 3/8' AS REDD. ANGLE FASTENERS V. STEEL FH SET DRIWNG SCREWS HINGES: 4-1/2' LONG RUSH MOUNT STEEL BUR HINGES BY 'REGENT' AT 9' FROM TOP AND BOTTOM AND 26' O.C. MAX FASTENED WITH 12-24 X 1/2- FN MACHINE SCREWS FOUR PER HASP("). SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WfR1 SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. PRODULTREVISED w i O r v�D G �FN yNr 3 y.n 3 C24 30- O— U�� W17-54 F�S.B93 .188 125 1.749 TYP. 5.713 5 3309 .B]4 1.686-i 4.]44 1W 15P. TOP RAIL �3.542� 1.]50 1.]25 ,125 TYP. 4.624 ] LEAF HINGE/LOCK STILE y,514r I 062 -1 .fi30 t5 GLAZING BEAD IA11. GVSS .fi30 1® .14J-4.999-� 1� �0 2. 9 L]49 F- .125 .� GLAZING BEAD-4.030 INSOL UIM. GIASS t] TRANSOM FRAME HEAD 4'908� 3.626 094 1.121 062 1.Op0 I .454 -'1 2.]6] 4.180 is TRANSOM GLASS STOP to TRANSOM FIN SNAP UM. CV55 1.Q8 .062 1.121 1.000 1.3A b 125 )� TRANSOM GLASS STOP INSTIL UN. GV 1.250 .100 t9 TRANSOM B)5E 00 1,555 4.540 TTp. 1.425 1.223 .125 t4 LEAF WSTRIP ADAPTER zp TRANSOM REINF. LC G + 7­,7 11111umfp) �� )PJ F'2Q)� �C° �T-TIT4.D1 *. CF By "••.,"? 1Oa•'G� Mimi uEfPtodutt �)i sS ••. )) 1,1111,10% ` �p y l� n O y g 3 6 F t 2 Qs Coe:, d d�ygu 0 GnM 0w5 a Q p Q o Leg .i 0 E Q $ LL £ C Q m So v ; ml T o ci� wri 3 0 U o A H--�4.96]-�1A t DOOR FRAME HEAD 050 32.5 I 1.390 F 102 DOOR STOP 09{ {I r�4.192-�i 2 FLAT SNAP }.fi64 .125 TYP. LEAF 1.]25 I J 1.]50 fi.8]5 fi .876 4A3B LL.229r LEAF .TMp 5.856 4.e25 O LEAF LOCK STILE (INACTNE) .0e3 J- .610 .225r A50 2.059 @) DOOR STOP COVER 4.739 3 ADA THRESHOLD 3.65z--{ 125 TYP. Lm ]'?u 4.813 O LEAF LOCK STI (ACTIVE) ' 1--z.aw .O63 .204 �� 4.160 u BUMPER THRESHOLD 1-1.668-i BOTTOM 3.592 T- lase .168 13 SHEAR BLOCK I RAIL .2e0 �0 0a5 T t1 ACTIVE STILE W'STRIP ADAPTER 1o.0pp I a .130.050 TIP. 8.999 1.749�{ F.618 25 TYP. 3.893 { OOOR FRAME ,1BB f A76 ].542 LEAF 250 1.4]0 531 @ BACKER PLATE 13 LOCK SDLE REINF. 4.999 IP L' J90 .293 ----71/7 Je BUMPER THRESHOLD COVER z m 2.141 2.791 2921 053 TYP.A. 2.239 BUMPER THRESHOLD COVER JAMB 2.141 1.293 Ofi3 1.421 2.09 JC BUMPER THRESHOLD COVER .{e •f�, W17-54 sheet l4 of TS 1.100 159 .868 OS] 10ASTRAGAL i-16BBAL BOTTOM RAIL Z ge:�8 p � Oo�tN 5Mo ��aCrcn FRAME TOP CORNER -- �� I 4 i'� �� 29 as�f 4 >F TOFF P CORNER v O 0 i 0 � i o Ci .� pw v� � C JO z y no MO � 3 qp j III a 1 / .1 "',, aevurn _ : C 1 og awlmw Nm a, _ ri a. 9s ':4_ LEAF BOTLOM CORNER uvaa„a coa< c # AcceP�%^ce Fxryr+tion wrc 8 OF (�C drawing no. By W17-54 FRAME BOTTOM CORNER J, Mi,m' aae noara '�� $5�0AIA8-"��� norm r N Ep SHOP STAMP REVIEW tat®yPl=e Eden 12/23/19 Sv�" Review is for general compliance with the Construction Documents. B� t Responsibility for correctness of dimensions, details, quantities and safety dl+ Y during fabrication lies solely with the contractor. St. Lucie noun X NoEuepdomTaken Revieweday: Dawn Boggio-Korbelak D Netted: MIAMI-DiADE 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.gov/economy SMI Aluminum Systems, LLC 11305 NW 128 Street Medley, FL 33178 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 "SMI-175" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-64, titled "Series SMI-175 Alum Window Wall (L.M.I.)", sheets 1 through 10 of 10, dated 08/11/03, with revision E dated 07/19/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOAti 11-0412.05 and consists of this page 1 and evidence pages E-1, E-2 and CE-3, s Y well as approval document mentioned abov — -- FILE OP The submitted documentation was reviewed by Manuel Perez, E.E4.1f _� Di MIAMI-DADECOUNry , / / JAN 8 2020 NOANo. er2l, 017 e r Eapirati n Date: November 21, 2017 Q 22 / Appro 1 Date: November 01, 2012 Permitting Department St. Lucie County, FL SMI Aluminum Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-64, titled "Series SMI-175 Alum Window Wall (LMI)", sheets 1 through 10 of 10, dated 08/11/03, with revision E dated 07/19/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#11-0412.05) 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 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3721 dated 03/26/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03-0925.01) 2. 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.land TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3833 dated 08/05/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #03-0925. 01) 3. 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3465 dated 7/17/02, signed and sealed by James Worth, P.E. (Submitted underNOA#03-0925.01) 1 Manuel P P.E. Product Contro Ex miner NOA No.12-0731.06 Expiration Date: November 21, 2017 Approval Date: November 01, 2012 E-1 SNII Aluminum Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS (coNTINUED) 4. 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 marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5070, dated 10/05/06, signed and sealed by Marlin D. Brinson, P.E. FOR REFERENCE ONLY(Submitted under previous NOA#11-0412.05 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4267, dated 08/13/04, signed and sealed by Edmundo Largaespada, P.E. FOR REFERENCE ONLY (Submitted under NOA #05-0301.04) 6. Test reports on: 1) Air Infiltration Test perFBC, 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4257, dated 07/18/04, signed and sealed by Edmundo Largaespada, P.E. FOR REFERENCE ONLY (Submitted under NOA #10-051L 02) 7. 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(Not performed) 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 and TAS 202-94 au rez, P.E. Product ConkdAxaminer NOA No.12-0731.06 Expiration Date: November 21, 2017 Approval Date: November 01, 2012 E-2 SMI Aluminum Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNUED) 7. along with marked -up drawings and installation diagram of a aluminum outswing XXOO door system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3997, dated 12/04/03, signed and sealed by Edmundo Largaespada, P.E. FOR REFERENCE ONLY (Submitted under NOA #08-1202.14) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/16/11 and 07/19/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#11-0412.05) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE E. 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16 2. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05105110, expiring on 02/08/14. G. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, and of no financial interest, dated 09/28/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#11-0412.05) 2. Laboratory compliance letter for Test Report No. FTL-3721 issued by Fenestration Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03-0925.01) 3. Laboratory compliance letter for Test Report No. FTL-3833 issued by Fenestration Testing Laboratory, Inc., dated 8/7/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03-0925.01) 4. Laboratory compliance letter for Test Report No. FTL-3465, issued by Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Worth, P.E. (Submitted under NOA#03-0925.01) H. OTHERS 1. Notice of Acceptance No. 11-0412.05, issued to SMI Aluminum Systems, LLC for their Series "SMI-175" Aluminum Window Wall System - L.M.I., approved on 10/20/11 and expiring on 11/21/12. Manu'JAV , P.E. Product Con +e aminer NOA No.12-0731.06 Expiration Date: November 21, 2017 Approval Date: November 01, 2012 E-3 D.I. OPG. DJ_ OPTS D.L OPG. CONTINUOUS FRAME SEE SHEET 2 SLE 5HLLT 2 SEE SHEET 2 � 11 3/4' MA%. ASSEMBLED CORNER �Ai 11 1 I I ' F illl 11I I11 i, ________ �- 1 ; / 0 111I iv \ F I SEE 'SMITH MOt�TNN' m ii iIMPACT DOOR NOA I 1 FOR DOOR RATING \ c Ii i& DLTAILs, — --- = tom. ------------ I I I I 1 I;. I I, I ,: --__-• -__-• :q 1 3 3/B' NEAR SILL CORNERS 5° g• g" 9' 11 3/4' MAX. SRL � T� ANCHORS TYPE A AA B. C OR CC �'2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET 4 1 ANCHORS TW E A A M. B, C OR CO --AT D OR MULL SEE SHEETS 5 & B MR QUANTITIES SERIES SMI-175 ALUM WINDOW WALL TYPICAL ELEVATIONc_ THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI—DARE THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT COUNTY APPR'O LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. INSTRUCTIONS: CODE REQUIREMENTS MR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOA05 TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMHED TO S RL/METAL SCRE45. THAT COME INTO CONTACT WITH.OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, MG. HODHG WIND ZONE USING APPUCAWE ME 7 STANDARD. STEP 2 SEE CHARTS ON VEST 2 FOR DESIGN LORD CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK MILLION CAPACITY MR A GIVEN SPACING AMD HEIGHT USING CHARTS ON SHEET 3 TOR STOREFRONT MULLION AND SHEET 5 & G FOR DOOR MULLION. ME CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION WTH DESIGN RATING MORE THAN DESIGN UM SPECIF IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESUI.TNC FROM STEPS 2. 3 ANO 4 SHALL APPLY TO ENTIRE SYSTEM. SINGLE '0' PANEL, FRAME WIDTH = D.L.O. WIDTH + 5.00" FRAME HEIGHT = O.L.O. HEIGHT + 5.00E WINDOW WAIL SYSTEM WITH GLASS TYPES 'C' & 'D' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT CML M P€ S971612 6 CAHB 1 / 9 2011 u E' amwing no. W03-64 GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACTM - PSF NOUMNAL DIMS. CLASS TYPE 'W GLASS TYPE 9 GLASS TYPE 'D GLASS TYPE '➢'CLASS TUN 'S' NOMINAL DD10. CUSS TYPE -A! GLASS TYPE 'B'GLASS TYPE 'C'GLASS TYPE 'U'GLASS TYPE 'E' D.LO. AWDTH D.LO. HELM E%T.(+JhINT.(-) EXT.(+)kIM(-) E%I'.(+)edM.(-) EIC.(+)kMT.(-) FXL(+)kIM.(-) D.LO, M M D.LD. HDCM ER.(+)&W.(-) EM.(+)kIM.(-) E%f•(+)k9D.(-) E%L(+)kIM(-) EEi.(+)kIM(-) 20° 26' BE' 36' 44' Be 58° Be 86' T4' 83.0 "A 120.11 Iwo 90.0 Be 20' 32° 36' 44' Be BB' 60' 88' B0• 83.0 63.0 120.0 100.0 90.0 63A 03.0 120.0 100.0 90.0 83.0 03.0 120.0 1000 90A BAO 63.0 120.0 100.0 90.0 03.0 - 120.0 IDOA 90.0 63.0 63.0 120.0 t00A 90.0 63.13 - 120.0 100.0 904 no 120.0 100.0 90.0 no - 100.0 100.0 - 83A 120.0 100.0 90.0 100.0 100.0 63.0 - 100.0 100.0 90.0 - - 100.0 10D0 63.0 - 100A 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - - - tODA 100.0 - 20' 26' 32' 38' 44' BO' Be 60' Be 83.0 63.0 120.0 100.0 90.0 20' 28' 32' 38' 44' Be Be' Be io4" 03.0 83.0 120.0 100A 00.0 no 63.0 120.0 100.0 90.0 no 610 130A 100.0 90.0 80.0 83.0 120.0 1W.D 90,0 no - 120A 100.0 90.0 63.0 - 120.0 100.0 90.D no - 120.0 1G0.0 90.0 634 - 120.0 100.0 BOA no - 1004 100.0 - 63.0 120.0 100.0 90.0 100A 100.0 no 100.0 100.0 100.0 100.0 1oDA 100.0 100.0 100.0 BB' - - 100.0� 100.0 - 20' 20' U. 30' 4P Be Be 110' no 63.0 120.0 W0.0 90.0 20' 28' J2' 313' 44' 60' Be 83.0 63.0 12LD 100.0 00.0 0.0 53.0 120.0 100.0 90.0 no 03A 120A Woo 90A 6)A - 120.0 100.0 90.0 BJ.p 83.0 120.0 100A 80.0 BLO 100.0 100A 83,0 - 12D.0 1ooA 9" - - 10D.0 100.D - 83.0 - 120.0 100.0 00.0 - - 100.0 100.0 - 03.0 100.0 100.0 100.0 100.0 58' Be 89' 100A 100.0 20' 26' 32' 1' w BO' Be 116' no no 120.0 1010 90.0 100.0 100.0 no 120.0 100.0 00.0 - - 100.0 100.0 - no - 120.0 100.0 90.0 20° So. J2° SB' 83.0 no 120.0 t0oN 90.0 810 - 100.0 100.0 - no 0.0 120.0 100.0 90.0 - - 100.0 100.0 - 03.0 63.0 120.0 100.0 90.0 - - 100.0 100.0 - no - 120.0 100.0 90.0 - - 97.0 100.0 - 44' 63A - 100.0 100.0 90.0 d4-1/2' 11e-1/2' - - 120.0 - - 1. B2• all) - 100.0 100.0 - 83' 03' - - 120.0 - - Be - - 100A t0o.0 - Be 07' - - I= - - Be - - 100.0 t0o.0 - 1. Be - - 12D.0 - - BB' 100A 100.0 64' T4' 120.0 - 1/4' ANN. C1A55 1/4" ANN. GLASS 1/4' HUT STRENb GIA55 .090' IMEAIAYER .120' WEEOL-UO ROSIN SA➢LM/KEEPSATE MAEIMUM .120" UMOL-LID RESIN ty 1/0 ANN. CUSS 1/4' ANN. CLASS 1/4' HEAT STREN'D CUSS i 2 3 Z N .I II. N II. N li N I I jji .,III GLASS TYPE 'A' GLASS _E' GLAZING GLASS TYPF. ' OPTIONS HEAT SMEN'D GLASS -.12' MKOL-UO RESIN r1/4' HEAT SIREN'D GLASS D.LO. D,L.O. WIDTH WIDTH d4 4o d tE �, J4w Jo 6� Z D � 00 go �� nv 0 ¢¢I 0 aQOi O HE 09K• LL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON 3 S g� % R w ASTM E1300-04 (3 SEC. GUSTS). $E @� amply vEe'I1hENLIgFlv110L o m E�M n luixePioo�is No i CG' EI Lv1140I1eM f'/ x � Z age EY Mbm 4P 991 ��f8,! CC 1/4 MEAT STREN'D GLASS 090° INTEELAYER 1-SONt/KEEPSAFE MN(OAUM SAL (� lit r1/4' HEAT SIREN'D GL165 ® d GLASS TYPE 'E' S' Y PHHAO PRODUCTREVISRD Ll P� AY0SB2'� roComPlyi:l9 vv11h Ih0 P1 ��C.4 i. S3VV0 '� EOIIdiaB Lida AcxplurcO No ID�hAlivn Dme / BY 4d8 ProduetC4 P 2. ZOtt J WO3-64 MULLION LOAD CAPACITY - PUB WNHOUT INTERMEORM HOROONTWL MULLION LOAD CAPACITY - POP MOM IWERME GE HONIZONIAB NOMINAL DEAL WITRDIIT HFUNFORCING Hfffl =11FORCWG NOMINAL DIMS. WELHOUT REINFORCING N3T11 REINFORCING WIDTH (W) FRAIAE HEICW ERL(+) IW.(-) EM.(+) Mf.(-) WIDTH (W) FRAME WICHI ENT.(+) INT.(-) IXL(+)'IW.(-) 24" 30' JB' 42' 48' 54' 60" )2' 100.0 100.0 tDD.D IxO,D 24' 30' 36• 42" 4B' Be Be 106 100.0 100.0 IOOA 1z0.0 100.0 10D.0 100.0 120.0 9U3 90.3 t00.0 120.0 1DD.D 10D.0 100.0 120.0 F63 763 100.0 120.0 t00A 100.0 100.0 120.0 86.5 BBS 100.0 119.9 IDD.D 100.0 700,0 120.0 59.3 69.a 90.0 IOD.O 100.0 100.0 10D.o 120.0 - - 90.0 100.0 100.0 100.0 100.0 120.0 90.0 99.2 30' 3V 42" 48^ Be 60' 66' 24' 30• 361 az' 48° 54' Go' 30" se^ a2' 48• Be 50' or 24' 3D' 36" 4R' 4e 5e Be 30" 36, 42' 46' 54' Be 78' Be Be Be 102' W1 W2 WIDTH (W) W1 + W2 2 iri 2 1 11 MULLION NBWON W/o R MFORCMG N/ RDNFORCINC 6.J986 9z 1Ix-IN S.86 2.3108 ALUMINUM 5.39E MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACLZY - POP WRH INIERMOIWTE HORIZONTALS WITH INIQRMEONE HORIZONTALS DITHOUI 9OR WNFORASI WITH NOMINAL OW9. REINFORCING REINFORCING NOF3NAL DIMS. REINFORCING REINFORCING WIDIN (W) FRAME HOG W..(+) W.(-) EM.(+) IW.(-) WIDW (W) FPAME HOGW UT.(+) IW.(-) M.(+) INL(-) 24• 100.0 100.0 100.0 120.0 24' IDD.O 100.0 100.0 1 120.0 30, 100.0 100.0 100.0 12" 30" 87A 80.7 100.0 120.0 38' 100.0 IODA 100.0 120.0 36' 73.1 73.1 100.0 120.0 42' 100.0 IODA 100A QUA 42" 108' 62.7 62.7 ICO.O 110.9 1. 1. 100.0 100.0 100.0 120.0 4894.8 54.6 90.0 100.0 w IODA 100.0 100.0 120.0 64° 90.0 99.1 60" 100.0 1GGO 100,O 120.0 Be 89.2 80.2 BB' 100.0 10GA IODA 100.0 66' 81.1 81.1 2e IODA 100.0 100.0 120.0 1. 93.2 93.2 100.0 120.0 30' 100.0 INN 100.0 120.0 30' 74.8 24.8 100.0 MO 08' P.102 I00.O 100.0 120.0 36" 022 82.2 100.0 120.0 4T IMA 100.0 120.0 4Y lie 533 53.3 90.0 100.0 45' ]B' 100.0 100A 120.0 48' 90.0 100.0 Be 100.0 100.D 120.0 Be SOA GOA 60' 90.2 90.0 100.0 Be 60.1 Bo.1 66° B&4 90A 100.0 24' 79.9 79.9 1COA 120.0 2e 100.0 100.0 190.0 120.0 30' 64.0 04.0 1O0A 120,0 3o• IVA 100A 100.0 120.0 36' 53.3 513 100.0 INN 38' 100A 100.0 100.0 120L 1. 12V 45.7 45.7 90.0 100.0 42' 10D.0 100.0 IMA 12OA 48° - - 90A 90.3 48' Be 100.0 100.0 100.0 120.0 54' - - 80.3 80.3 Be 922 922 100.0 119.9 60' - - 72.3 72.3 00• 83.0 SMO 90.0 100.0 or - - 90.0 100.0 2e IGOA 100.0 100.0 120.0 INTERIAEOIATE HORIZONTAIS 30` 1000 100.0 100.0 120.0 36" INA 100.0 100.0 120.0 42• 100.0 100.0 100.0 120.0 46' 9o' B8,6 B9.5 I I00.0 1 120.0 Gf Be 79.6 99A 90.0 100.0 80• - - 90.0 INN WA 66' - - 90.0 100.0 24" INA 100.0 100.0 12010 ]0° INA 100.0 100.0 1200, 36" 100.0 100.0 100.0 120.0 W1 I W2 4e 89.1 09.1 100.0 120.0 48' BB' 08.0 00.0 90.0 100.0 WIDTH (W) a W1 + W2 Be 69.3 69.3 90.0 100.0 2 90" - - BOA 100.0 'ROOUCP RRNL'WRO ooglyln9with1YFlo Ok 66" 90.0 100.0 %Idl.,Ca-e 2}• 100.0 100.0 100.0r 0.0 4.,t o.No E Irli.mg, )7 30" 100A) 100.0 100.0 36" 86.8 66.8 100.00A MWmn30vM.42' 102" 04.4 Y4.4 100.00.040• 65.1 0.1 90.0En". d VAL A54' 00.0 0.0 F1A. PE I )0592 "apyhg with lMFlmldfl Be 90.0 100.0 LAN,',] N I1WIdln0 Cod. A<c6pMnty Nv • 0$ BB" - - 80.0 90.9 AxpinMvnl3atd O1'L Sx vY3 By ed0lY0d9t1 2.3108 R ^ 9 2011 1.59]J u z �0 O d'O oGCY N O 00 H2F Q 6Qp 19 OHy¢ a u NN Qd�E crowing no. W03-64 30' 35, 42° 48' 72' a4' 68' 72' 1. 30' J6• 42' Q. 0' 6{' or J2' 2e 30• 36• 4Y Q. BP w• 60• 4' W, 36' 42' 48° 90' a4' 60' BB' >2' 24' SO' 3B' 42' 48' efi' 60' 66' T1' 2P 30• 38' Q. 02' 4B' 54• 60' ANCHORS B15 10131 82J I IuA 1 120.01 INN 73A 985 74.5 0.5 120.0 99.5 8>.7 902 086 w.7 1143 91.2 120.0 120A 120.0 120.0 120.0 120A INN 120.0 12DA 120.0 120.0 120.0 INN 12MO INA 120.0 120.0 INN 1005 120.0 109.7 120.0 120.0 1S&0 94.0 120.0 98A INA INA IWA 04.3 112A 85.3 IO6.> 1200. 113.5 75A 101.1 78.8 90.0 INA 102.2 NO 01.9 69.8 87.3 110.4 919 0.2 84,3 84.0 60.0 100.7 85.2 120.0 120.0 120.0 120.01 120.01 IWA INA 120.0 IWO 120.0 119.6 120.0 iROD 1SOA101.E120.0 IWA V12O.0 IWA88.9 11&5 90.0 119AT0.0 105.3 00.0 10&4Jf.1 94A MO 95.8 NO 120.0 120.0 IWA 112A 120.0 120.0 120.0 98.8 110.0 120.0 100.0 84.7 105.9 120.0 1127 75.3 84.1 1 120.01 100.2 e>.e Ba.J ttza ces MA n.0 I 1027 I W.0 ANCHOR W" CAPACITY - YBY W.(+) & W.(-) ANCHORS McDon9 I ANCHORS ANCHORS 120.0 JO' INN 38' 120.0 42' 108• 120.0 46• 120.0 aA 120.0 60' IWA 00' In.0 24' INN >D' 12&0 or 1=0 42' 11P INN 40' INN 54' 120.0 60' 120A 24' 120.0 ] Y INN 3B' 120.0 4Y I_ 120.0 48' 120.0 a1' 42.1 83.2 045 64.0 80.0 108.7 85.2 120.0 65.1 03.T 110.2 59.2 01.J 120.0 80' ]J.B a6.B >9A 5>.6 >2A 96.0 NA 1110 49.6 >4.4 992 I8.8 T3.S 12&0 IWA 2 1/z' 2 1/2. 140.0 120.0 11&2 120.0 S 2 1/2' a' 2 1/Y 2 1/2' S' IR s' z 1/z' 2 1/2' z 1/2' 2 1/z' ➢.0 5• I"A 12D.a AP W 11C 2 Al AA3. B9. C3. CC3 ANCHORS 9M R1 SEE SHEET T FOR DESCRIPTION A2 Y) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON AA2 ` 2 ANCHORS TYPE 'A4' AT EACH 510E OF MULuON C2 . 2 ANCHORS TYPE 'C AT EACH SIDE OF MUWON CC2 . 2) ANCHORS TYPE 'CC' AT EACH SIDE OF MUWON A3 p ((3)))))) ANCHORS TYPE 'A' AT EACH SIDE OF M=ON AT AA3 (3 ANCHORS TYPE 'AA' AT EACH SIDE OF MUWON B3 (3 ANCHORS TYPE '8' AT EACH S10E OF MUWON 3 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON CC3 = (3 ANCHORS TYPE 'CC AT EACH SIDE OF MULLION CC3 A4 ' ((4)) ANCHORS TYPE 'A' AT EACH 510E OF M11WON AA4 m (4) ANCHORS TYPE 'AA' AT EACH SIDE OF MUWON C4 ((4 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON CC4 = (4 ANCHORS TYPE 'CC' AT UCH SIDE OF MUWON AIL OTHER ANCHORS TO BE SPACED AS PER E ANON. I Z0.0 120A 10&4 120.0 97.0 120A B0.> 1185 015 fa8.4 120.0 t20A 120.0 t20.0 120.0 IN INA 120.0 114.4 120.0 120.0 B1A INA &12 110.9 79.3 101.7 iz0.e I20.0 1 z0A 120.0 120.0 120.0 120.0 120.0 B&I 1114.8 w1 w2""e �ffir(s °<m wum (W) W1 + W2 2 Y BO JACIVIL PRODUCTREVISED S a NA KQ >p5g2. nlmmplyLl9 wIU1M1e PImIdA if' 3 cJ1f+.iw0 BAORdi ,Co4RIJ xptlrawin99 n0. a eon W03-64 DOOR gV=ON WAD CAPACITY NOEDt1A➢ DING. MOM (N) iMNE HfICM W/o R . wx.) A IW4-) 30' Ja' 42' 48: el-J/P 90.0 90.0 90.0 90.0 30" JB' 42' !0' 8-3/4' 90.0 90.0 Bob 90.0 W JB' 42' 91-3/4• 90.0 BOA 00a JO• J8' 42' 90-J/4' 904 90.0 90.0 JO' 0B' 42' 9]-J/P amo 00.0 90.0 2 1 m9R 1nnn0x 8RRO1R RRINFORCIN6 1= Pf'4 AY p1^d BBJ Bl DOOR A10 ON WAD CAPACITY NONIWAL DWS. F91a1 (W) rwg NDOM WITH ReRSY. 1]!E4) A W4-) 24' 30, 30, 1. 48• 54. 80' Bo' 100.0 100.0 100.0 laa0 100.0 lama 100.0 24' 30" ]B' 42' 48' B' N' Be 100.0 lama took 100.0 100.0 1N.0 100.0 24' w Je' 42' 40' w BO' loom 1Na M0.0 100.0 100.0 1N.o M• Jo' Ja' 42' 48' 90' 24• 00• 08' 48' 1a2'4Y V1010 24• JB• 42' No.O a0.0 24• 30' ae• aTk24• 11e.0 .0 itamo .oJD•120' m0J0' %042' .0 2 14 J ➢N9 MiLON Wrex RBmro9nxa !IX IN'4 Bx VM5 AWNI U ➢a9 > 2.8 9 BTBEL SJJ9B tsB18 hau ui♦Nmx9a iJ.8153 M'CHOR INFM W-& NOANV - A NOR ..OFUWON HUD e B 8 4 C B CC e MmMeATD N0. U ANCHORS0 MUW NRS 6 4 B a U Z z! Q n ILI Dii D or n G � 0 0 Eao 16 2Z �W C( W 2 .1 LL------ 49� 12 W1 1 W7 + W2 \ 3 WIDTH (W) - ANCHOR TOTAL No. OF M'CHOR9 R AT DOOR NUWON SILL Z Z i � NE W T Ltlw V31. n E3C:� Z Ze e M B c B x a 91ONURENEWED vdmPtYlmBwHh 0n iblfd9 9oWlne Cade A[npuRn NO c m ` ` InUw Ova )'J H 0 A'd D S' nn.m erdadn ° 1 l G9n .NVAD PROD=13 EPIeeD 2 Q 0 i M PE ]Oa02 ee wmplYi�w➢h the PlmldA d cAN�sme . D911din9Nde Fg]yryfn'11on Dade Of[ � � � 5 lAlunl ede A dmw)n9 no. 2Dq. w03-64 DOOR MUfALON MAD CAPA - POP DOOR BULLION MAD CAPACITY - 15P DOOR MUMDN IDAD CAPACITY - PUP DOOR MULLION WAD CAPACITY - P8 V NOMINAL DINS. 1R'S RRIR➢. NONMAL DRLB. 11DR ME Noma ➢IMS. /IIH �. NOMkL DOES. 1118 MR. �Be RUO E Mort MOES ODOR HOW PICHE9 Wm1N VM) INFIE9 ROTH M) WCN6 M. ♦ IM. - IRRIE HEWM MCHES ODOR HOW MORES WIMN (wi) BARS MVW (M) MONE9 M. (h) M. () FPA6 OMMR AICM3 ODOR MAR INgRS MOM (MI) INCX6 WDIN (M2) MCN6 M. (17 W. (_) f E NOW WCM6 ODOR MOW MOMS RMIH M1) MtlF9 MOM IWO) WCMS EM. ML (i •L m 3 MB eo 60 JO 100.0 108 04 0g JO 100.0 JO 100.0 30 100.0 gg 33 100.0 00 33 100.0 39 IWO 39 100.0 42 100.0 42 100.0 '3o 1004 30 IWO 72 33 100.0 72 33 100.0 39 100.0 39 100.0 42 100.0 42 100.0 114 Be 120 108 SD M0.0 JO 100.0 84 J3 100.D B4 33 100.0 38 loop 39 MOA 42 100.0 42 100.0 30 1010 eg 30 immo 90 3J took 33 100.0 39 10D.0 ]0 IODO Bo 33 100.0 ANCHM AT OR DOOROMN1.1CMHUD 3B 100.0 e 42 100.0 It aU 30 100.0 c 0 33 Iw.O 72 30 loop SMIfH MOUMNN OUTSIDNO DOOR9 42 100.0 _� 8FE SFPARATE N04 in 90 30 M0.0 -- e< 33 Como JB 94S F ` _________________ ---- 42 921 F117\ goO30 JJ B24BB \��W +42 DOOR RUMION ______ - [ITH REMOM MO tr Of4 .. M'J 1V[ Wt ll➢WU a e .8 8168L 2738 t.SBlb ANCHOR TOTAL N0. OF AMCHORS TD]AL At DOOR MUI.WN SILL k". w a x 2A 1JA153 M e 1 e 1 B W 0 _Cnpn JACM 0 PRDDULTRBvim 1RDOUMENEMm M PE, L)OSB2 9vmp(Y1Z"I'lhthemor1de u ebmplylePMO the ElarNb .. OA✓f.9]0 130,11.s COdv ROIMn¢Cnde Acapmum No L04]2.0• Aanphnn NB EIMfgt DNe 0)z 150 11av 0vk 0Y Mbml Prd -00 .2011 6Uav1 PtuSrcr 0 F � y •G 0 g d L(40 y < A V D O It Q Q 8 0 00 jj55 rr 2 N 3 ZO��f£c Q IY el £ o D 33 took 33 M0.0 39 100.0 JB 100.0 42 MD 42 IWO 72 30 100.0 72 30 100.0 33 M0.0 33 100.0 39 100.0 39 10ao 42 100.0 42 100.0 81 30 100.0 30 10a0 100.0 3J 100.0 39 100.0 39 Mao 42 100.0 42 100.0 90 30 IOOA Fee SD IM,D M 1WA w 1NM 38 100.0 39 Ma r. 3 $ n 0 Npp E m o qq E M N E 3� ZE 42 1000 42 100.0 114 00 &0 30 ICOO 114 84------- 90 30 100.0 ]S look JO M0A 30 100.0 ]9 100.0 42 100p 42 100.0 ]2 30 M0.0 72 30 10a0 3] 100.0 J] f00.0 39 100.0 39 Mao 42 100.0 42 100.0 04 30 100.0 84 JO 100.0 JJ MOA 33 M0.0 39 M0.0 39 f00.0 42 98.] 92 100.0 100.0 9B 30 1010 JB Bn2 J9 929 120 80 30 MOO 120 84 8039 30�3] u 100.060 30 100.0 10a0/ 10a0 42 100.0//30 IOMO ]2 30 100.0/J233 iomo m 1o0:038 NJ J9 96.9 42 92.5 42 Oct 06 30 91.7 84 30 B02 ]J BI.] y 93p 30 ➢BA 39 804 ps C 5, n ^ S 3 - g. 42 BEB @ BBA 98 30 804 9A M 87.0 33 0.8 SS 8bp drawing n0. W�3-64 0heat 8 of 10 SEE e. � �� • Eoc� olsr.' � . � � ...1 WOOD BUCKS AND METAL STRUCTURES NOT BY SMITH MOUNTAIN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL L ANCHORS, SEE ELEM. FOR SPACING TYPE 'A'- 1 /$ DIA. ULTRACON BY CO' (N-In KS, q-156 nD INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU iBY BUCKS INTO CONC. OR MASONRY 171/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'A$- Ile DIA ULTRACON BY 'FLU (Fu=177 Q. F1155 KSO DIRECTLY INTO COMO, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 014 CMS OR SIDE ORII I IN. SCR (TRADE 2 CAS) INTO METAL STRUCTURES STEEL : 1/B" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'- V16" DIA ULIFIRACON BY 'EtCO' (Fu-ITT KBI, Fy-155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-3/5" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'CC'- 5/I8' DIA 111TRACON BY 'ELCO' (FN-1)7 KSI, Fy-I66 KSI) DIRECTLY INTO CONC, OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPICAL D - nISTANCIF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c - 300D PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS Tm - 2000 PSI MIN. SEE RODUCT RENEWER 9Wdi, ylv . IMPtiItY Buidly{Cade IS 1P 11 NO -Q 7 E InNa DBb 'm i P A'. PRODUCTR8V4SB6 ez n>n ma alc eo Tmmewmwe Aapepbnee No 2 BApXmi¢n g Deb By 1 me ¢ct of 2ou Zk 9 FF ¢ 6 0 of 0. " b § 'UHH UE B aw�E� N a 2 m �M ?�M Ez gmg c2 a aM 'm WO3-64 ORENFOR INC PR,00 CER8VMD FIA. PE,p >W02 vvvmplYi�wIh M Red$ FAN. JSlB ba-dr Wde b AavPl NNo y F pintion�ew 12 g � y 3 NNBm vde Praduet drawing no. SE @ 2011 W03-64 OREINFOORCING O WI - REMFORCINO R OM MM-DADE COUNTY MPRWED WtCE MMSRE IMPACT RWWANT DOOR OREINFORCNC wIRR G REINFOflCMC SEE SEPARATE NOA FOR DESIGN LOAD CAPAC11Y OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. RODVG RENEWER �Wylo6whhLL F1mfdz 4credpen N ob E. �11 n Mp2 0/7 Dy Miem DWeP un. p ANe] ,. PRODUCI'RDVI9DD' '. :awnfPlyingrvllNlMe PiOyide 7R111 '• Rvildit Code AocePIMGM EwimlmDem12 2g11 Nv/ wT�n mwmg n0. W03-64 U FRAME HEAD/SILL/JAMB/MULLION a69y zs 131 T_ O2 INTERMEDIATE SNAP —IN 2s a]a I.rt N TF---3.69]L--J (D POCKET FILLER T6a 1. urea .I110 5 4.002 L 12 REINFORCING CHANNELS 11 STOREFRONT MULLION 026- 083 I-1.F00- n GLAZING STOP SMI-001 SMI-004 6063-Te Sam-T5 RUBBER e ., . __ .. _ .,. B12 X 1-1/2' - nwo. 2 PERCORNER .._....... __.._.....,,,, 11- n „... FRAME ASSEMBLY SCREWS - AI n- IKO. ENos 6 24' OZ. HIX H SELF DRILLING 9 SNI-002 _ ADHESNE FM TAPE (1/4' X 1/2y BUNK LOWE/BUTWCK f0 996 GIBING COMPOUND DOW CORNING IM 095/09B _ GLAZING COMPoUND _i E m I RDNFORCINC CHANNEL (SNflEFRONT MULLION) SIEFl 1-0 1a' X 4-1/16• X 1-3/16. X 3/Ia. THK (MM A36, Fy 39 KSI) 12 - _ REINFORCINO CHANNEL (STOMPROW M UJON) STEEL 3/4 X 3-6/0' X 3/4' X 11V INK. (I A30, Fy 36 KSI) 13 14 - - - RDNFOROINO CHANNEL I RE 1,1POONG CXLMNLt (DOOR MUWDN) M...1.111nu1 S1 t' X 3-15/1 e' X 1' X 3/16' lHK. (AM M , Fy 3a K51) B' NANO �v 3 AT SNOB I•-1,y50—•i / a IIr 1250 120 3.712 4s30 [�=12 IA) DOOR MULUON 000 I -I .]6 F 0 .107� iln 3.133 3.600 ,5S6 S26 tJ REINFORCING CHANNELS 14 ^� WEDGE —IN GASKET DOOR MULLION (5) SC 1:1 SEP 2 E a wn g PoM� E�Po E3� �z ao 1 M8 N - m o RODUcy REMEWpD � emplyln0wllh lle6KRL}L 4PIUIn2Cl. 4meplPott MP I2_ p73/Q f pLeHPe a4 ➢ a ' =, 17 v v g mmMpIyT RwMIho m wmpiying wAh@e Plmide ➢uilEiGm o �, APupNo Oft ➢xphvtlPDpla Miem edeproWcl Uol drawing no. W03-64 MIAMI-DACE MIAMI-DADS COUNTY ' PRODUCTCONTROLSEMON 11805 SW 26 Street, Room209 DEPARTMENT OFREGUI.ATORYAND ECONOMIC RESOURCES (PER) Muauijknda3317S2474 UOARD AND CODEADMINISTRAIION DIVISION 17(786)315-2590 FM6)315.2599 NOTICE OF ACCEPTANCE (NOA) rsmv.mia.k1.deaav/eesaomv Aldora Aluminum & Glass Product, Inc. 11500 Miramar Parkway, Suite # 300 Miramar, FL 33025 SCOPE: This NOA is being issued underthe applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada County RER -Product Control Section to he 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/Ur 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 In perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. 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 hcreia, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "Summit' Aluminum Entrance Door w/we Traasom-LM.I APPROVAL DOCUMENT: Drawing No. W12-46 Rev I, titled "SUMMIT: Alum Outswing Door ", sheets 1, 2, 3 3.1, 3.2 that 8, 8.1, 9, 9.1, 92 & 10 thre 13.of 13, prepared by the AI-Famoq Corporation, dated 09/09/12 and last revised on DEC 20, 2017, signed and sealed by Javad Ahmed, P.E., basting 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 Sheet 2 for for X & XX Door, Design Pressure (DP) Vs. Stile, locks, glass and sill options (+ve DP limit) and see sheet 4 far O/X and O/XX doors w/wo Relief. Transom bar, glass types and sill option (+ve DP limit), 2. Lower design ptessme shall control, when door or door w/ transom is mulled to storefront system, the vertical mullion end anchors to be specified per tributary load and to be reviewed by Bldg. official. 3. See sheet 3.2 for Standalone X or XX (Narrow Jamb) units DP Vs Sin, reinforcement & glazing type. 4. See sheet 5 forADA & Hi -rise threshold Water ratings and limitations CMU (Masonry) is applicable to Jamb S..Private labelling is not part of this NOA. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series with 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 NCA will occur altar 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 NCA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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 manuriernmer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises & renews NOA 917-0201.02 and consists of this page I and evidence pages E-1, 13-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0926.16 MIAMw®UN3v Expiration Date: January 10, 2023 Approval Date; January 04, 2017 Iy1Il"� Page 1 IP SHOPSTAMPREVIEW .0.i Eden s..e.,ebe.mampaam vMMfon+mtlwamw.,m. vrrmeu,.m.0 mam�„um,�xea,, mwoanH a,evrm m r,mam�r.w.Nwnw� p a,rmpe„ry,,, a,.,..,aa,< Oavm BoaBbkorbetak In aµw 12/23/19 a� p.. Aldora Atuminum & Glass Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous ides A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Dmwing No. W1246Rcv G,titled" Series SUMNffT Alum Outswing Door", sheets 1, 2,3 3.1, 3.2 thm 8, 8.1, 9, 9.1, 9.2 & 10 thru 13 of 13, prepared by the Al-Famoq Corporation, dated 08/09/12 and last revised on FEB 15, 2017, signed and sealed by Javad Ahmed, P.E. B. TESTS I. Test reports I) Air Infiltration Tcst, per FBC, TAS 202-94 2) Uniform Static Au Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(Not conducted) 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 an aluminum our swing X door (Narrow jamb) systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9345, dated 01/30/17, signed and sealed by Idalmis Ortega P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static AG Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(See Dwg sheet 5) along with marked -up drawings and installation diagram of an aluminum omswing XX door, prepared by Blackwater Testing, Inc., Test Report No. BT-ALD-15-006, dated DEC 23, 2015 and revised on APR 13, 2016, signed and sealed by Yamil G. Kud, P.E. (Submitted under files #15-0106.04) 2. Test reports (Submitted order files #16-0303.101415-0106.04 #13-1021.08 #/12-0911.03) 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 an aluminum omswinging XX & 0M door systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6248, dated 0329/12, signed and sealed by Marlin D. Brinson P.E., respectively. 2. SMI Doors Reference test reports No (s) FTL-3603, PTL-3997 and FTL-6348 per TAB 201,202 & 203-94. 3. SMI Windowwall sys, Reference test reportNo. F L3833 per TAS 201202 & 203-94. C. CALCULATIONS (Submitted under files #15-0106.04) 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (V4 edition), prepared by Al-Famoq Corporation, dated 12/16/14 and last revised on JUN 11, 2014, signed and sealed by Javad Ahmed, P.E. 2. Glazing complies WASTME-1300-02,44&-09.J-- saaq Product Controlol ExEc aminer NOA No. 17-0926.16 Explradon Date: January 10, 2023 Approval Dale: January 04, 2017 E-1 Aldo. Aluminum & Glass Product, 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. 15-1201.11 issued to Eastman chemical Company (MA) former Solutia Inc, for their "Saflex Clear or colored interlayer", expiring on 05212021. 2. Notice of Acceptance No.13-1126.06, issued to Allnex, USA (former Cytec Industries Inc.) for "Uvekol S Income ed glass interlayer", expiring on 021082019. F. STATEMENTS (Except item #1, all other items submitted under files #15-0106.041013-1021.08) 1. Statement letter of conformance to FBC 2014 (51a edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated FEB 19, 2016, signed and sealed by laved Ahmed, P.E. 2. Statement letter of conformance to FBC 2014 (511 edition) and fetter of no financial interest, prepared by Al Farooq Corporation, dated FEB 19, 2016, signed and sealed by Javad Ahmed, P.E. 3. Statement of Lab compliance, as part ofthe above referenced test reports. 4. Bill of Sale dated July 26, 2013 between SMI Aluminum Systems, LLC (Subsidiaries) and Holden Alders Holding LLC (Contributor, for benefits of Alders Aluminum & Glass Product Inc) contribute, assigned and transferred to Holden assets, signed by Scott Hatmcher, VP Aldom Holding, Inc. 5. Assignment & Assumptlon agreement dated July 26, 2013 between SMIAluminum System, LLC (Assignor), Architectural Glass Products, LLC (Assignor) and Alders Holding Inc. (Assignee) signed by Leon Silverstein, manager Alders Holding Inc. , Leon Silverstein , manager SMI Aluminum Systems, LLC, Leon Silverstein, manager Architectural Glass Products, LLC and Scott Hamacher, VP Alders Holding, Inc. on behalf oftheir companies. 6. Statement letter dated 08212013, issued by SMI Aluminum System, LLC of sales of asset and relinquishing of all rights of NOA #12-0911.03, signed by Manny Velladares, for and on behalf of SMI Aluminum Systems, LLC. 7. Statement letter dated 09212013, issued by Alders Aluminum & Glass products, Too. of legally purchase of asset and rights ofNOA #12-0911.03 from SMI Aluminum System, LLC and requesting that NOA be issued with their name, signed by Manny Valladares, far and on behalf of Aldora Aluminum & Glass Products, Inc. G. OTHER 1. This NOA revises NOA 016-0303.10 (#15-0106.04), expiring on January 10, 2018. 2. Test proposals #16-1479 dated 1028/16 approved by RER. # 10-0309 dated 0624/10 and # 03- 0384 dated Jme 11, 2003 approved by BCCO. 3. Reference NOA(s) #15-0106.04 (Summit), #13-3021.08, #12.0911.03, # 12-08-1202.14 (MK-2), 911-1219.13 W-2), # 10-0511.02 (K21,K, #11-1208.01 (K2LM) and 011-0316.05 (K2LM). Ishoq Product Controlrot Examiner NOA No. 17-0926.I6 Expiration Date: January 10, 2023 Approval Date: January 04, 2017 E-2 Aldora Aluminum & Glass Product, In 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-46 Rev G, titled "Series SUMMIT Alum Outswing Door", sheets 1, 2, 3, 3.1, 3.2 thm 8, 8.1, 9, 9.1. 9.2 & 10 firm 13 of 13, prepared by the AI-Farooq Corporation, dated 08/09/12 and last revised on FEB 15, 2017, signed and sealed by Javad Abroad, P.E. D. Test 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FEC 2017 (61a edition), prepared by Al-Farooq Corporation, dated 0921/17 and last revised on DEC 20, 2017, signed and sealed by Javad Ahmed, P.E. 2. Glazing complies w/ASTNM-1300-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition) and "No financial interest' dated 08/18117, prepared by At Farooq Corporation, signed and sealed by Saved Ahmed, P.E. 2. Addendum statement letter dated DEC 06, 2017, issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P.E. G. OTHER 1. This NOA revises& renews NOA # 17-0201.02, expiring 01/10/23. shoo L rot Ex a roar Product A No. Examiner NOAANua y10, 2a16 Expiration Dale: January 10, 2m3 Approval Dote: January 04, 2017 E-3 s1 1/2' MA 11/2' MAX SURFACE FALSE MAY i 3 POINT ry n o J d OBTAIN DOOR/GLASS/REINFORCING/LOCK OPTION o _ CAPACITY FROM TABLE ON SHEEP . FRAME WIDTH JAMBS) a DOOR OPNG. WIDTH + 1500 (NARROW JAMBS) LEAF HEIGHT DOOR FRAME HEIGHT - 2.188" LEAF MGM (M DOORS) _ (DOOR OPNG. WIDTH - .25D)/2 REGENT HINGES = DOOR OPNG. WIDTH - .750 /2 ALUMINUM HINGES LEAF WON (X DOORS) DOOR OPNG WIDTH - .187 REGENT HINGES = DOOR OPNG. WIDTH - .375 ALUMINUM HINGES GLASS DLO HEIGHT = LEAF HEIGHT - 14.375 (M. BOTTOM RAIL) - LEAF HEIGHT - 19.375 (HI-PROFlLE BOTTOM RLVL) GLASS DLO WIDTH LEAF WIDTH - 10" THEE DOORB ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUUERI ARE NOT REQUIRED. SERIFS 'SUMMIT' ALUMINUM OUT-S}gIING DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY. ' SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4 FOR HORIZONRTAL MULLION CAPACITY CHART LOWER VALUES FROM DOOR CAPACITY CHART OR HORIZONTAL MUWON (TRANSOM BAR) CAPACITY CHANT WILL APPLY TO ENTIRE SYSTEM. DOORS CAN ALSO BE USED WITH APPROVED ALDORA SMI-175, FS300 37 i I NIT llmLIEQRErEAL i a STEM OWN) i fi 92 ACMET 9 �� ETAL BONS ==c_ I I -- I I � I 47 3/4' MAX. I \I li I CONCRETE I 375.314° MAX. O.L OPC. L OPG. 4] 3/4' MAk 47 3/4' M. IFAF WIDTH TYPIT`AI FI FVATIONS - OAR WmIH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (SIN MRION)/2017 (GBH EDITION) FLORIDA FMMIDFMlVTm BULLDMG MOE INCLUDNG HIGH VELOCITY HURRICANE ZONE (NVHZ). �E�W(TTt ALU OS FNrW 18Y OR 2BY WOOD BACKS k BUCK FASTENERS BY OTHERS. LUST BE 1{fY.EGdA A4egtun N41 -0 ZU 6 DESIGNED AND INSTALLED MEQWTELY TO MOISTER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE E71'A�41lIe D�2Z ANCHORS SHALL BE CORROSION RESISTANT, SPPLED AS SHOWN ON OEFMLS 4 AND INSTALED PER MANUF'S INSTRUCTIONS. SPECIFIED EMOEDNENT m BPSE pryMuq CaRINI MATERAL SNPL. BE BEYOND WALL DRESSING OR SNCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-MgWC AND NON -COMPRESSIBLE. MAIS ALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS. THAT GONE NO CONTACT WITH OTHER DISSIMILM MATERIALS SHALL MELT THE REQUIREMENTS OF THE 2014/2017 FLORIGA BLOC. MOE 6 ADOPTED STANDARDS. rule eannllCt APPPSv IS GENFAIC AND 000 NOT PROWDE INFORMATION TO BE ANALYZED swP TD.Y, Z FRAME JAMB h C VNN V pWrH�DV O N1 p iQo � C LL zo= J O,o2 lr Q �10mi f m $ 0 L(G) ANCHORS T'B'V1n AT Elm. S AT ]' O.C.C. ENDS LAMINATED GLASS LARGE MISSILE IMPACT OF 9 Orowin n W12-46 SILICONE DOW CORNING 795 PECORA 895 3 25 i 25 \\ d \ 0 0 6 F J GI ASS TYPES\ • ' OR 'F' GI ASS TYPE 'D' OR 'IS 9/I6• VM. CLece 1-5/1V OVEWAL INSUL LML CLMM GLAZING DETAIL TRANSOM SIUCONE RUCONE DOW CORNING 795/995/CWS DOW CORNNG 795/995/M OM 895 PEW RA 895 PEC GE RA GE 2GW 1/4• HEAT S REN'D GLASS 1/+' HEAT STRIN'D GLASS 100• Intedayer W.I,ol S Mn" IIr tGo• InletlavSA er p �ey-1��FATT STREWD CLASS Ir1/4'eHEAT STREN'D CU S F II 1/2' AIR SPACE 1/4• TEMP. CLASS ACL_5 TYPE 'C' 9/18• W. GWSS ILICONE OW CORNING 795/899/995/CWS ECCRA 895 E 2000 REMCO 600 1/4• ANN. CV55 IW' IMerlWor Wow S 1 By Wrox USA Inc.' 3 I�1/4 ARM. GLASS � DC W \ 3 ) /to X 1-1/2• H / FN SELF ORIWNG SCREWS y%j \ AT 2-1/2' FROM ENDS _ AND 10' O.C. MAX. nS TYPE 'DWP. AT ALL GLASS TIDES 1-5/16' CV LL INSUL W. GI -ASS SILICONE SILICONE DOW CORNING 795/899/995/CWS DOW CORNING 795/899/995/CWS PECORA 895 PECOM 895 GE 2000 CE 200D TREMCO 600 1/4" HUT STREN'0 CLASS 1 4" ANN. GLA95 .090• Intedcyer / Safi" Clear And Color Gloss .090' Nled 8Y 'Eastman CheMcal Co.' SaMex Clear Prd Color Clara 1/4• HEAT STREN'D G S By 'Easlmon Chemiml Co.' ¢ r (("" SPAM rt/4• ANN. GLASS R Z I / �1/4"1EMP TEMP. ( X ) DESIGN LOAD CAPACITY - PSFTOWS) 3WCLB (X) OUBLB (xx) MWE HEIGHT INCHES LOCK OPTIONS 1, 2, 3, 4 5, 8,7 &8 LOCK OPTIONS 1,2, 3,7 &5 CLASS TYPES 'E', 'F' & 'G' auss TYPES 'C' & 'D' DOOR CPNG. WON INCHES ODOR OPNG. KOTH INCHES 36 72 85-3/4 90.0 1 90.0 100.0 100.0 48 66 100.0 100.0 36 72 97-3/4 100.0 100.0 48 96 35 J2 109-3/412D m 100.0 100.0 UN-Rfi1NFORCfiD ESTG. STILES REINFORCBD MTC. STILES NOTE: OWN OPNG HEIGHT - DOOR FRAME HEIGHT -1 3/4" GEE SHEET 5 FOR SILL TRESS QUALIFIED E FOR WATFR ISIGN PRESSURE) RE) LIMITED RESISTANCE (POSITIVE DESIGN PRESSURE) LIMBED NOTE: GLASS CAPACIRES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 6Y re -OVA OUANE%rw� .x`• Pv ari "�% ' � •.•.•.. � R 6 \ K C .. \ MOBUCTNEVIB® �.� �P'•l1 EN88'•,• o D I G 4atll ¢eou. D9IA. FurY4 C ol \ \ I di0 X 1-1/2" AaePl.see no I -O q76•/C = ' • D c s SELF DRILLaING SCREWS E,PMSNaa Dma \ \ AT 2-1�2" FROM ENDS L •yp1 " AP81 10 O.C. MAX. 11 ProduHCoon G ASRASSTYPE f TECF 2• : drowin9 no. M. AT PLL GLASS TYPES 8/I6' WI. CWSS 1-5/I6' OVTSbLLL INSUL LAN. GLi55 '•• •0R1OP.''9\.� W12-46 A . GIAF•ING DETAILS DOOR LEAF _ A���j A1i1G;`` sheet 2 0113 51 1/2" MAX. (STD. JAMBS) U 49 1/2" MA%, (NARROW JAMBS) DOOR FRAME WIDTH IV ry 46 1/4° Z D.L OF 13 1/2° HEAD/ LL p- G HEAD/SILL 0 N CORNERS I a tWWJ y HORIZ. MULLION RFANSOM flAR) � j y hH ui6� o! -f abE�0 do d �n qt � t a H E Eo, 9 g� e e g o� Fa �k 0 •RODOCr REV16GD C m u�^PC1sYwiM the PM.MI � name eod. u Aasyy a il�..osZe.rG o < E plruba Dim 3 N R u o mo - 2S= i 1\11111111/III W u GOOF OPNO, WIDTH X`` �, AN, DLO WIDTH (TRANSOM) - DOOR FRAME WIDTH - 5,25° ((STD. JAMBS) ( O�X ) - DOOR FRAME WIDTH - 3.25" (NARROW JAMBS) g TYPICAL FUEVATION OLD HEIGHT (TRANSOM) = TRANSOM HEIGHT - 5.125' _ O. 592 DOOR W/ TRANSOM NOTE. - '•. FOR DOORS CAPACITY SEE SHEET 2. s MOP �•lq�� drawing no. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE SHEEP 4. �'� R1OP:',GAi$�� VJ12_46 LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART ��A�SA®p6�q•<G���� WILL APPLY TO ENTIRE SYSTEM. Alrr Urr1Mt11` sheet 3 of 13 1 I u / I I I I I n ' ' u u u ' ' ' � _JL N ___ter______ 1 \ u _ I 11 \ I B I I \ I ACiNE \ \II CONCRETE 3) 3/4° M1%, D.L OPG. 4J D/4' NA%. LEAF WIDTH 48° 99 1/2' MAX. (DID. JAMBS) rr,, 971/2' MA%.(NARROW JAMBS) �v 0009 FRAME WIDTH ___ AM a 941/4" _____-----_ --I n 3 D.L OPG. cco==al�====___ =ai_ Qz y@. 1312' Fi h MAX 05. z„d HEAD/ u HI?D/SILL ii li K II °° 0 - "o CORNERS r `' II �I e III RDNF. II 06 II �I VQrnm MULL II HORIZ. MUWON 1p. G II Ii (PART OF li (TPANSOM CAR)O 4 Yp1 m II �I MREFROND o II H O H / I ii li ii / 'I \♦ LLzO�-�'� Sum IT • � ii i ii / I I � c oWR II'I II / !A yl ry •-3aW II II �/ II II Lt m C LL ii lip ii /� ii �_ $ N i p ii ii �i d ii % ip ii li & o ii y0.o oliz•' 00 \ no fIm� ii �i g°�,Xi ii \\ ii a Em 'o: n '3 ii xO�l ii \ ii ao�g 0 E E ii ii '�G ii \ ii OR ouoi�V OR I II •3 m ij J 1`� CONCRETE •� Twocucr Rcvtsm o_ € € a W--plywlwi�l4 FlnRBA W11 3/4' i DOOR OPNO. WIDTH buitlin&C• I it V Att<plustt N. 17-c 42C./� AN AT i g —T g•a'"O'TA ; DOOR MUWON -SEE SEPAMATB NCA 6• /S d. J— TO OE REVIEWED B{ M) Pm9u0 LVItlIIY BLDG. OFFICIAL v V r X m: C eo 00 . VERT. MULLION TRIG. WIDTH (W) - W1 Z + 1.750 5 o g „ x _ DOOR OPNG. WIDTH \11-"r1111 TTTTT `AA X r1I. AXXi 6 ANCHORS TEND 'B' J \(L�'° ( o/XX) n� MTc. STILE FNBs sE"-T.6 tt DLO WIDTH (TRANSOM) DOOR FRAME WIDTH - 5.25' (STD. JAMBS) a TYPICAL ELEVATON AT Y O.C. - DOOR FRAME WIDTH - 3.25° (NARROW JAMBS) DOOR W/ RAN!!OM OLD HEIGHT (TRANSOM) - TRANSOM HEIGHT - 5.125° NOTE: FOR DOORS CAPACITY SEE SHEET 2. EDP ' A(I� drawing no. FOR HORIZONTAL MULLICN (TRANSOM BAR) CAPACITY SEE SHEET 4. EDP W12-46 LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART %i/ WILL APPLY TO ENTIRE SYSTEM. ITT❑n M T1'1 sheet 3.1 of 13 HOftIZ. MUWON \ (tRArvs°u BPR) i H I I I ' I II I II _ _ c-====- II II 11 II II II 11 u \ JL I I I u _Jl _/ ___ter______ I ______nr___ J_ R ACTIVE \ II II- / IN -ACTIVE ' / CON ETE 3J 3/4' MAX. _ 37 3/M1° MA%. D.L. OPG. D.L OPG. 47 3/4° MAX. 47 D/4° MA%. LEPF WIDTH LFAF WIDTH 96' NA OP ANCXOflS AT 50M FNOS 6UBSRGTE WRHAUT RER1F. WRH REINF. WMO 6 0 6 CANCREfE 4 MEAL 4 5 SURFACE FALSE MAY DOW CORNING 795/995/GWS PECORA 895 GE 2000 I/4' HEAT SIREN'D GLASS 09V InWricyar Sant,GT.o By 'Kmamy America, Inc.' rI/4' HEAT STFEN'D GLASS s �' AIR SPACE 1/4° TLlAP. GIISS �W SELF DRILLT 2-1/2" FRO '- — AND 10° O.C. N GL<55 TYPE H GLAZING DETAIL DOOR LEAF TOTAL NO. OF ANCHORS AT MM, SALE ENDS 97 1/2° MA%. (NARROW JAMBS ) FOR FRAME HT. DOOR FRAME WORN sunTRATE um B IN. WOOD ] 96" MM CONCR MflK 5 4" W. HEAD/SILL CORNERS Io- DOOR OPNC. WIDTH 3 13 1/2" VP. MAX. HUD/SILL i I I I I \ /li I I -aF T DEVICE \ (SHOWN) SEE SHEETS 9.1 k 9.2 FOR DnNLk S II I LOCK Ms.. I i / I IN-ACINE I CONCRflE 37 3/4" D.L CPG. O.L OPG. 47 3/4" MAX. 47 3/4" MA%. LFN rvimn LPN' mmn (6) ANCHORS TYPE '9' All MIC. STILE ENDS AT 3" O.C. DESIGN LOAD CAPACITY - PEP GLASS TYPE 'H' ONLY SINGLE (X) DOI (XX) FRAME HEIGHT LOCK OPTIONS I, , 3, 4 5, 8] k E ODOR OPNO. WIOTH MDR OPNG. WIDTH E%T.(+) INE.(-) INCHES INCHES INCHES 36 ]2 t18 85.0 65.D 48 98 65.0 BSA un-DlsLnruRunu MTG. STu33 NOTE: DOOR OPNG HEIGHT - DOOR FRAME HEIGHT -1 3/4" MORS NOT APPROVED FOR WATER INnL R TION RESISTM'CE. MODucr EVLSINI pIFWUMN IM FMAJA buWins BWc A1c90Fe¢No 1 .O 2L•/C `; AAI EApiMEPn Dute�2 �eY HIA41P d Cwlol / 3/4' U� L n F� Mw 3 a FRAME JAMB 1 �OpuoB a��yyqy pWW LL V �CN O� Q 60�rq Np Q �ImPC J 0 5O ry —qv{ n � S L 5 N o 5 .0 3 Sao M m ,EE E_ m a E� --A J8s e•�: drawing na, OW12-46 aheet�l 61NCM DOOR HORIZONTAL MULLION (TRANSOM BAR) 0851GN LOAD CAPACITY GLASS GUM E,F. G C•D WTHOUT WITH NOMINAL DIMS. REWFI. REWF. DOOR DPNG Y OPNO. WIDiH MnDH! W. HDC iEW. (#) IXI. N) INCHES INCHES Nam. OR. I-) TW. - 20 - lama 24 - 100.0 38 26 - 1OD.0 28 - 100.0 JR - 10m.0 36 - 100.0 20 - 100.0 24 - lama @ 1a5 28 - 100.0 2B - IO9.a 32 1DO.0 36 - 100.0 20 - 1a0.0 24 - IDD.O 48, 26 - 100.0 20 - i -0 ]R - 97.3 38 - 94.E 20 - lama 36 24 - IODO 26 - 100.0 20 - 102.0 42 11B 21 - lama 26 - loom 24 - IOUO q6 26 - 1000 48 20 DES ° 0 DLO U OLD 2 WIDTH g x WIDTH o i o HOME. MULL JJ�I Ft• j 9i10.0 RTs \\ 7 ej j' 3 4 3.1 i / �ee 3 �' o o \ o \\\ i/' \\ / DOOR sEE PNC WI SHE£T 1 DOOR DPNG. WIDTH O/X %/)()( NOTE: FOR DOORS CAPACITY SEE SHEET 2. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. yvU � 2 e N SINGLE DOOR ROSIZOITTAL MULLION (TRANSOM OAR) DOUBLE DOOR HORRUNLL MULLION (TRANSOM BAR) DORBLR DOOR HOROO"A MULLION (TIMNSMI HAR) DESIGN LOAD CAPACITY OE61CN LOAD CAPACITY DESIGN LOAD CAPACITY NOMINAL DIMS. GUM E. F•C CUSS C•D NOMINAL DIMS. GLASS R, F.0 CUSS C.D NOMINAL DIMS. GLASS E.F. G GLASS C.D Z m� G � F, f ; N ad . O a R N O p Q U O NET„ OnCQ �Q O Orr, 3 S WITHOUT GRIND. WITH REM. MOST DRIFT. ROD MIND. WITHOUT RRINP. WITH RBINF. DPNG. N101H INCHES o00R OPXC, MOW MOVED SW maw NOMS; i PM• (+) INI. - t FM. (!) W. - OPNO. MOM MCH6 ODOR OPNG NEIOM RICHES WN NEIC RICNEs ! PT. (+) IM. - ♦ W. (1) IW. -) DPNG WIO1H WCIZS DOOR DPW.. XEICIN WCX6 SOM NEW mom ♦ fM. (#) Wf. (-) ! OR. (#) W. - >2 84 20 24 26 1E 32 36 40 44 48 90.0 100.0 >2 100 20 24 16 2B 32 36 - 100.0 36 84 20 24 28 W 3q }6 4a µ 48 90.0 100.0 90.0 IOOA - 100.0 90.0 100.0 - 100.0 - lama - lDOA - lama - HELD - 100.0 - la0a - 1DOA _ 100.0 - i0nA - LOGO - 100A 42 10mA 84 - I0GO 84 20 24 26 78 32 38 - IOGO ale Q _ ESo 8 In iO aM ]N . f � 4T 0 m L e on M 0 ¢� o E ¢ _ a - lama - 914 - 91.0 - 100.0 - 0.7 - 533 - 100.0 xm 24 28 20 32 Je 40 44 4B - 1C0.0 20 24 26 RB 38 4 44- 40 100.0 - 100.0 - la0a lama - lama - 10.0 100A 96 20 24 28 28 32 36 - 100.0 - 100.0 - IDO.0 - lao.0 _ - 100.0 100.0 - - 100.0 100.0 - I00.0 - lama - IW.D - 100.0 - 91.0 - 97Z 91.0 - 94.E - 02.7 - nl] 48 20 24 28 28 32 J6 40 - 100.0 96 20 24 26 28 ]2 36 4a - 100.0 72 110 20 24 26 - 100.0 - 1DO.0 - IOUA INA - 1=a - 100.0 lam0 - 100.0 8q 2a z4 26 - WO.o - laa.o - 100.0 - 100.a - IDO.0 - 100.0 - IOGO - IDna - 100.0 93 24 26 - 10a.0 - 10D.0 - IOD.O >2 as. 20 M 26 28 32 38 40 44 90.0 100.0 36 98' 20 x9 26 28 32 36 40 µ 48 9D.0 100.0 9O.a 1DO.0 96 20 - 90S 9D.0 1DO.0 - I0a.0 ® TRANSOM UL TMNTAL HOR120NTAL MULLION HORIZONTAL MUMON WITHOUT REINFORCHiG WITH RRINFORCU, i SEE SHEET 5 FOR SILL TYPE QUALIFIED FOR WATER INFILTRADON RESISTANCE (POSITIVE DESIGN PRESSURE) LURED MODUCFREVISEU \11111111//2 uwmplYleR rvHh lho FhRHA\\\ A{j // i BUN11n0ol. 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TYPICAL ANCHORS: SEE EEV. FOR SPACING TYPE 'A'-1/4' DA TRA ON BY 'ELM' (Fw172 K51, Fy=155 YET) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-11e MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO BLOCKS 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'B'-114- CIA D TRA .ON BY O' (F -1)) Mi. Fp155 NET DIRECTLY INTO CONCRETE 1-1/2- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) TYPE 'C'-914 EMS OR SELF DRILLING SCREWS (GRADE 2 CRIS) 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 A.UMINUM TO BE PIATED OR PAWED) TYPICAI EDGEDI TAN INTO CONCRETE AND MASONRY = 2-1/2' MIN, INTO WOOD STRUCTURE = 1' MIN, INTO METAL STRUCTURE = 3/4" MIN. INTO CONCRETE AND MASONRY - 3" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 1" MIN. WOOD AT HEAD OR JAMBS SO a 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe - 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS Ym - 2000 PSI MIN. PRODucr9SYIBBM um®Ptyln MI61be M.14 bwdit Cade A ... Pt... No -OS •T( Evpl mkv Oute_(.(_ fb�ij 4 SSG.. MkaM' YroduRCoabW r R 0 gm cob, �gm V �YiN c g�A0q Q.Zd u< .!I s Q W {r� T E SrawlDg . W12-46 STANDMD LOCK OPTIONS O RUNMRCED NITS. STILES © SEE SHEETS 9, 9.1 k 9.2 REDO. AT DOORS RATED MR 22 5 14 WATER INFILTRATION RESISTANCE (SEE SHEET 5) III 29 !: I 9 fi 23 24 29 9 �15. t/a" M. 2 15 ACTIVE LEAF _ IN -ACT E LEAF 4 6 r ----- — ---1- SHIM :. 23 i-- --- ---.�— g --- -Lr F-------- fi 1 /0 X 1/2' iH SINS LOCK OPIIDNS P6 X 3/V SMS/TEKS AT 3' FROM ENDS ANO 2a' O.C. SEE SHEER AT 2' FROM ENDS g, g,i & 92 MO➢UCrJU5 O.L oPO. 16' O.C. MAX. D.L. OPC. mwnRWnswl 8 20 EXTERIOR limf scuBn PANEL WIDTH PANEL WIDTH AxeolmttNo rp r qu DOOR FRAME WIDTH TYPICAL ANCHORS ©NAflROW Rd H O REINFORCED NTO. STILES SEE SLEV. FOR SPACING 6 22 5 RE00. AT DOORS RATED FOR 14 WATER WRLIRATION RESISTANCE (SEE SHEET 5) 1/4° MAX 39 15 Y3 _ —_/"-1 24 `----- ACTIVE LEAF SHIM CK OPTIONS SEE SHEETS 8.1 k 9.2 WOOD BUCK NOTE ON SHEET 6 O FRAME WIDTH 22 O UN -REINFORCED HTG. SIRES LIMIT LOADS TO 490.0 PSF O UN -REINFORCED LOCK STILE 2} 35 UMIT LOADS TO 390.0 P'SF ACTIVE LEAF NOT APPROVED FOR WATER RESISTANCE FOR 14' MAX. IM SPACE E��� m a a Z ron i C q 'a TYPICAL ANCHORS f 0 p o ` SEE EIEV. FOR SPACING n LE III d ( y } O>rrin< C ➢ 8 METAL SMUCTURE SEE SPEC) I, Q 0 ( U. Q N RfOD. AT DOORS RATED FOR WATER C� INFILTRATION RESISTANCE (SEE SHEET 5) = O N o to a } 6 1/4" MAX. 5 ag SHIM ago BY WOOD BUCK 1 J •E LL 0 STPUCTU C to ^ �Of, a �E drawing no. W12-46 sheaf 7 0f13 SEE EL ANCHORS SEE NONS 4 U� ..FOR SPACING , SPACING eV ry S V O , � M COI �• d E WW� IFj y�y11 �FOFC e 11 1 I Is �yµNM � 02N i i i 19 pao6 cu j TRANSOM MULL i ii 4110 a V 10. PH. PH. TARS MO. E 0 3' FROM ENDS & ASSY SCREWS I U. L M - J MM I.Max. C. I I Q E o 1 I k 3 _V_ Fi - - - REINFORCING 1 -- A ----------- v�l i -i r-+-I 20 OPTIONAL SEE SHEAF 4 FOR OAPPLNYJr _ 31 z PERANGLE`bMn 3/4- x 31e x 1/0' E P9 o i ALUM ANGLE. 4.219'�\LONG (SNUG FN INTO WOE) 1= c E W m i SH AR CLIP R OD AT TRANSOM END¢ c o ��•+ 8 a o_____ 227 ask PRODUCPHEVISRD enmPIyI-s wYhthe FI wA - •I--1 DUJln9Cute Arery`Aoce No 19-052L•/6 ail 'i EeP1 llne llnle I//A/ 4 h6l�� CesHRI $too _o�$op w _ `\\\U1111111IllllA n - NO OF I (y�C G. drOw'n9 nR. W12-46 sheet 8 of T3 /pllu Dl\Pa O srAHDARo � � 1/4° MAY. I SHIM 16 Z n PNS� T PMAL ANCHORS 'SEE R SPACING i 5 Om N � w 010 xPH. PH. S _ _ _ _ _ _ _ TEKSSCREWS 0 n G c DOOR MI & MUWON FASTENERS ®]' FROM ENDS # :p�$ NOT PART OF THIS SUBMRTAI I6 10" MA%, O.C. m SEE SEPARATE STOr�ETiOM NOA tl _ MR DETAILS AND LOAD CAPACITY O O.L OPG. O 9 msa Y m_ .. e .. IBY WOOD BUCK • , „!;•.� TRANSOM FRAME WIDTH LLLLSSSS[[���� SEE NOTE STD. JAMB ON SMELT B tL r r i' 1, li w m 1/4• MA%. OJ NARROW N 'N I n �t_ II NI ___- L_ II NNI SHIM D•L OPG. f-_____-- •"II N r- -- 1} IIN I z d } 2BY WOOD BUJANCHORS 18 Ig H�' _____1�11 �j-26: ]2��I g 1 - 1_____ o (0 KN O t _l 6N !o EKi. EXT. bw m TRANSOM FRAME WIDTH ®EIKSxsCREWS PH. PH. gm 1= m O O' FROM ENOS & ra A10 x 1° IG. PH. PH. E� ^ f0° MAX. O.C. s d o r SCREWS ENDS & e o 8y ¢o 1o' W. O.C. b c n r________r_____rp �1 �� dTRANSOM FRAME WIDTH ��{y�- . NARROW JAMB I 'UlI1'1� I IL IR �I' @ ✓� FOR SPACING F____ J.nr�-�II Nt I Y--TI L I 6Y11 i1 p�Fy3 y3C �P3+yW3 2____ IIN NI t II ryl uF 06D0 t t DOOR OPNG. WIDTH tttl\111IIIII ITT — — u - -A PROD UCr REVISED •```y�• N'F /' ' °I mmPlYle8n11h Nw FYalde .'': i hudMCCatle 0 Aete8lxeee Nal o`/2C•/( ' _•,_ y ,� Rcpltxdw Dale a z•r., - _ v 2 or� O 4�sW PrM Frame—d'vafCe,IWN ®•, 'T EDP ��,,NNAA�//� drawing no. ORIDN; •i``;� %;ass'•...... �. W12-46 AL ATAT I®III II %I �� sh .t 8.10 13 LOCK OPTIONS: OPTION it: STD. 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF 4CTNi I FAF: THREE POINT LOCK SYSTEM SERIES 2222 BY 'REGENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WTDI CONCEALED RUSH BOLTS AT TOP & BOTTOM OF LOCK STILE LOCATED AT 34' FROM BOTTOM OF LEAF INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY RECENT HARDWARE' WITH CONCEALED RUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) p8-32 X 1/4" PH MACHINE SCREWS OPTION 92 STD 3 POINT LOOK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH - 47-3/4 IN. MAX. DESIGN LOAD - 100 PSF ACTIVE LEA THREE POINT LOCK SYSTEM WITH 4 PLY HOOK LOCK RECENT NO. 206-3P, KEY OPERATED ON EXTERIOR AND THUMB—NRN ON INTERIOR, LOCATED AT 36" MOM BOTTOM OF PANEL INACTIVE LEAF: TWO POINT LOCK SYSTEM SUWVAN CH 103 WITH THUMB TURN ON THE INTERIOR, LOCATED AT 30' FROM BOTTOM OF PANEL / I //I [IN� /ACTIVE 48' 98' GOOK BUD OPG. WIDTH CPS. WIDTH OPTION d3: STD 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD - 100 PSF ACMIE LEAF., KEY OPERATED THREE POINT LOCK SYSTEM BY MDC' WITH CONCEALED RUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANB. FASTENED Willi ((2)) #10-24 X 1/2' FH MS AND (I) #10-32 X 1-3/4' iH MS INAmmA LEAF MANUALLY OPERATED TWO POINT LOCK SYSTEM BY MOC' WITH CONCEI ED RUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) 86-32 X 1/2' PH MACHINE SCREWS I I I I ALTNE \ � — INACINE I� ACTNE 96" DOOR DOOR OPO. WIDTH OPT. wlmx OPTION /%4: STD. 3 POINT LOCK MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD = 90 PSF AC11VE LEAF: KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE WITH CONCEALED RUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WRH (2) #12-24 X 1/2' FH MACHINE SCREWS INeWE IEeF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY ADAMS RITE' WBH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WM (2) B8-02 X 1/4' PH MACHINE SCREWS PRODUCFREWSPD w—P1YMX Rhh fl<III a ll ncrvP 17-6 724,/( q �( GAu-L- A(hIV&AY raenttcewwl m� 0� g � z 6 5 CL OGyFI O o �rM Olm aDo OoNO JL i0 I -- S 9g F Q a2f t*-- 6 �.�Mc leJ( rawi PdfiFIIIL9 LOCK OPTIONS: PANIC EXIT DEVICE OPTION 65• PANIC MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD = 90 PSF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 85 3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF ACIVE & INACTIVE LEAF, CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 3347 BY 'VON DUPRIN' LOCATED AT 40' FROM SILL AT EACH LEAF. FASTENED WRH ((2)) A10-32 X 3/4' FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2' FH MACHINE SCREWS AT OTHER END ' II pII INACTYE � � / ACINE LEAF WIDTH IFAF WIOM LEAF WIpTH SEE ABOVE SEE ABOVE SEE ABOVE eXTNRTars eLBvs. CONCRETE TO BE DRILLED OUT FOR PANIC LATCHES AT SILL PANIC EXIT DEVICE OPTION 46: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD - 90 PSF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 85 3/4 IN. MAX. LEAF WIDTH — 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF AMWE & I CONCEVEO VERTCAL ROD PANIC EXIT DEVICE # 5770 BY 'RECENT HARDWARE' LOCATED AT 40' FROM SILL AT EACH LEAF. FASTENED WON (2) #10 X 1/2' FH A SELF DRILLING SCREWSER AT OTHT ONE DD ENO II II IWW.INE \ � � ACINE LEAF WIDiH LEPF WIOIH LEAF WIDTH SEE ABOVE SEE ABOVE SEE ABOVE EXTERIOR BLEV9. z n O k n a � ODOp` 06�m c,N01 O IL x C�z z LLzR s�y05 Q WSi arawmg TO. W12-46 v� LOCK OPTIONS: PANIC EXIT DEVICE Z ms OPTON &>: OPTION 68: O_ PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. Ip5 f R MAX. LEAF WIDTH = 47-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF MAX. DESIGN LOAD = 100 PSF C o ACRVE h IMACRVE reF: AC k INACTIVE LBE.• CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 8400 BY $ARGENT ASSA ADLOY' LOCATED AT 40' CONCEALED VERIICFL ROD PANIC EXIT DEVICE I G86 W ADAMS PEW LOCATED AT 40" FROM SILL O rc M FROM SILL AT EACH LEAF. FASTENED WITH AT EACH LEAF. FASIENEC MATH p d y (2) #12 X 1" HH SELF DRUNG SCREW AT ONE END AND (2) 814 X 3/4' PH SELF DRILLING SCREWS AT OTHER END (2) #10-32 X 3/4' M MACHINE SCREWS AT ONE END AND (2 �10-24 % 1/2° FH MACHINE SCREWS AT OTHER END g LL 2: N _ ," :IOe�,1 Q�mSC o 0o e 8 bi o V 0-0 0-0 a EKM 4846" 48' 1' ODOR OPG. DOOR OPG. 1YIDTH WIDTH DOOR OPC. DOOR OPG. yam WIOM > ✓I ;� Zrc m a o c PRODUCEREVLSEO mmmAtrMexRb lbe FlmN. g Q V mp I ATenplv... Nora-0 U-II `\ \\yIMi0��@UII [F�eWlsbn D.leq/y/2l Miyl'Fd Cm4ol �g � �I � u o€EF€gg p�p F§§ A��O3 PANIC EXIT DEVICE OPTION #7 OR 88 `\``T`111111IIIrRRII�/l��ej! ! �P.. E�'•.'G D 706 . � � $ � m } a }• - •. '•(y�� Q TEOF LTawinS no. W12-46 "l"Se` .heat .2d 13 I II • I II II I II e;ms \ i mAemE\ i i ACINE er;nvC \ � Ixu•INe\ � � ACME WOR FRAME NOT SHOWN FOR C V ,n I Z 0 aF aJ`J 'GS o g. e N O ,N u 0 Ewa 00 0 U. �trc ziIG N o LLi SS r J -MIS wmf0 0 LEAF WIDTH c M d- 8 �t � A V1 r'n / 12-24 X 1/2' FH MS i 2 FH MACHINE SCREWS 1-1/2' X 1/4' THK o 4 PER HASP 7-5/16' LONG A 12-24 X 1/2' o KKN AWWHUM REINFORCING M MS ¢N AT HINGE LOCATIONS RI 0'n 13 IROOUCrREV16Pb � aN u W0P11gp lYMKF hwl, w. O eiNbua.Oele ii,T/e/a3 HINGE OPTIONS: 4 TAaJ PI"dm CNCN A & BUTT HINGES SURFACE MOUNT AR D RING ^ n 4-1/2- LONG BUR HINGES REGENT 04001 CONOUS ALUMINUM GEARED HINGE ° a (3) PER LEAF, 7-1/2" FROM TOP AND BOTTOM PEMKO RNUFM-SU B g# AND AT MIDSPAN FASTENED TO FRAME JAMB AND TO JAMB STILE v [ a a FASTENED TO FRAME JAMB WITH WITH (22) #12-24 X 1/2' FH MS SCREWS `s 2 2 S 2 (4) #12-24 X 1/2" FH MS AND TO LEAF STILE WITH (4) 912-24 X 1/2" FH MS e m e? m "a=a� 1J11111141// _ P�..AH, SPATE OF '•f(2 � dr.M.g R". � ...... W12-46 ORIOP,.•'6 � 'SIo1�Al.1�` S T1111111111P 6hee1 1 I I I I I II II �; ;' II II II 1 ; � I II N .\ II II I I I LFAF WNRI 125 J82 4.8]5 .094 •125 T —1.5959 8] 062 a 000 .090 oT) 082 1.1141.784 U 4y T r Z J ]53 .062 3.69] F � ; I F--5.000 I.e96 80S ry o o � 8 SMl-0 04 1 PIN SNAP SMI-012 ) TOP RNL SMI-039 1] M RISE THRESHOLD COVER SMI-09T IB GIASS P. SW-094 21 MN SNAP. SMI-09] 2J DOOR SASH STOP p` �JB I� ,a IL Q W a .250 .125 00 1.500 15> I•_,.187 �. r.111 1.5]� r.250 J. 1.565 () o i c ]50 1.750 L250 4J5 0 5 B) 50 55 .200 Q 9 1 F 4.500� .91 —1.784_ � I 1 �00-1 4.500 j t9n Q A 2 SFRM,IED AMB JB FRAME�JNAB SMI-058 14 pSTRAGLL REINFORCING CINNNEI. 20 A38 SIFEL SMI-G96 22 DOOR SASH BASE SMI-O51 24 DOOR SIRE RETNF. O .125.+__ 1.J50 L } � 5 5 p e.]]5 .12.094 .]84.85 [�:=L� JOoZ ti O o WWtY�M=1 0vm 6o 51 ' .71 4MD SMI-008 J F1+AME HEAD/iWWSOY BAR SMI-015 9 DOOR STOP COVER SMI-044 15 DOOR STOP BASE 3750 l 2 1�42 I .250 a DNMSTRM a SNORE A TENSRE 51Rm= (1005 SIRAW)� 12M PSI SMI-01J STD. BOTTOM RML 9.B]5✓I .125 .094 I 1.784 'a )= d7 d M m rcn E_ Y E �LL p � � n ���III 819 >1�mm-- 11rr--.0--80 l44�.---- .062 1.224 090 (ER )FY51LE SIRFNCDI (BREAK)- 1450 P91 IU MNGAMN AT BRM - ]CDR Z E 150 J.91J --11 i STRENCIH = ,50 LBf/IN SPECINC CMV11Y = 1.20 10.000 SMI-008 4 DOOR SASH STOP SMI-O36 ID 1HRESHOLD fleSE SMI-PWO01 16 TRANSOM ADAPTER 0TRANSOM EPOM GASKET SCAIE 1:1 SMI-00 HI-PRORLE BOTOM RAIL w C 3.sDo 1.8]5.500 M3.625 08210] -1K4.375 4.810 500^Eewu. .625 r lwonucr REVISEDry',�'l`°l'I.35 mmplY."kh the Mf D41e g g -- o�ooeN SMI-009 5 ACTNE nu SMI-OJ] 11 i RES = RAMP AOAPIFN SMI-090001 5M1-)I SW NS 1> PWN SNAP 40 CORNER NEl' MALE 4, CORNER I21• FETWE 11...601E1rt1dN0u1I5O1i —B0 0 IJ]�8 .01240 586 F1P]p)�\_•'��f(�(����/\i� � .EOF , 5 - B - mwLna;n9 y no. 04 0]0 ;11 O�3 ,�s ••...... � � W12-46 __ _ MNICE tS11LE IT ADA iHRESHOtn COVER 45 DOOR ]SWEEP COVER 46 DOOR )SWEEP EASE !9 DOOR0fiR41L COVER A]rs�ofil ❑11\,\ sheet 110t 13 HH M. BOLT (2) 0/B. SOCKU CAP Sr ff•- TT mooucrecvism v.mebj.sMuem.rw.w. u.wi,cm A.,U.n N.170 2C•/C sw�l.e mm,_7.p�Z23 nan6mN IN O'.w,ng no. W12-46