Loading...
HomeMy WebLinkAboutAPPROVED PA CGI Storefront doors_17111401CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SE-3550" Outswing Aluminum Storefront Entrance Door w/wo Transom — L.M.I. APPROVAL DOCUMENT: Drawing No. W17-54, titled "SS-3550 Aluminum Outswing Door (L.M.1.)", sheets I through 15 of 15, dated 05/30/17, prepared by Al-Farooq Corporation, signed and scaled 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 NOA# 16-0421.10 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1114.01 ' Expiration Date: January 17, 2023 Approval Date: December 28, 2017 f Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (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 Idalmis 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 structaral analysis, complying with FBC-Stn 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 �� a_ - Manuel Pere , E. Product Control Ex 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 LG., Inc. exterior flexible, organic foam spacer complying with ASTM C518 Thermal Conductivity 0.881 BTU - in/ hr.-W-OF, ASTM F 1249 WVTR-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.-W °F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance- Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development 20°F in 48 hrs. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014). dated April 135 2016, issued'oy 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 Drawing No W17-54, titled "SE-3550 Aluminum Outswing Door (L.M.L)", sheets through 15 of 15, dated OS/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel ere),, P.E. Product Contr Eminer 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 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 6" 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. 164117.01 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 61b 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, Inc., 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. G. OTHERS 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 L.M.I., approved on 06/02/16 and expiring on 01/17/181 > Manuel P e P.E. Product Contro Ex finer NOA No. 17-1114.01 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-3 THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 5E-3550 ALUMINUM OUT —SWING DOOR DOORS (WITH ADA 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 (5TH EDITION)/2017 (6TH EDITION) 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 MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. N U I r7 O (J L M w c O = N o Z � w N wn U p Q _i INSTRUCTIONS: �� j USE DRAWING AS FOLLOWS. 1• SELECT SINGLE OR DOUBLE DOORS FROM SHEET 3 OR SINGLE OR DOUBLE DOORS WITH TRANSOM FROM SHEETS 4 & 5. L. SELECT GLASS TYPE FROM SHEET 2. o _ o 3. DETERMINE IF THE DOOR WILL BE INSTALLED IN AN OPENING .� WHERE THE WATER INFILTRATION RESISTANCE IS REQUIRED. 010 SEE SHEETS 5 AND 6 FOR THRESHOLD TYPES AND LIMITATIONS. q• SELECT LOCK OPTION, CORRESPONDING SIZES AND EN SELECT MAX. DESIGN LOAD FROM SHEETS 11 AND 12. �.•°y. EN'�¢°°•� ® oc 0 SELECT ANCHORING CONDITION AND CORRESPONDING ° 5. PRC)D clREvaS ANCHOR TYPE FROM SHEEP 8. - 705G2 .s ras s�raT,iysug a,,eYfa E E';a e e m >, L 6 DETERMINE FINAL DESIGN PRESSURE FOR THE SYSTEM, blui6ing TAKEN AS THE LOWEST OF ALL Do VALUES OBTAINED. Rrce�5&s;:C Ne E YY j ®moo OL'Z® FOR DOORS MULLED WITH CGI SS-3500 WINDOW WALL SYSTEM, sy,i_a..'>xt Oaie �N® 7. �'• '�T BOF drawing no. SEE SEPARATE NOA FOR WINDOW WALL CAPACITY, DETAILS AND LIMITATIONS d `S��. W17-54 LOWER DESIGN LOADS FROM STEP 6 ABOVE OR WINDOW WALL "�` €` _ e�®sy�OO�A, IL NOA WILL APPLY. ®®®BB Imll®® sheet 1 of 15 1 /4" ANN. GLASS 1/4" HEAT STREN'D. GLASS 1/4" HEAT STREN'D, GLASS SILICONE .090" Interlayer SILICONE .090" Interlayer SILICONE .090" Interlayer DOW CORNING 995 SentryGlas DOW CORNING 995 Trosifol PVB DOW CORNING 995 SentryGlas DOW CORNING 983 By 'Kuraray America, Inc.' DOW CORNING 983 By 'kuraray America, Inc. DOW CORNING 983 By 'Kuraray America, Inc.' DOW COR GE G7700� f-1/4" ANN. GLASS DOW COR GIDOW CORNING E 7700� r1/4" HEAT STREN'D. GLASS GE 7700� r1/4" HEAT STREN'D. GLASS SILICONE m m [0 DOW CORNING 995 o_ io N io N 22 2 DOW CORNING 983 \� g 22 li 2 \ g 22 II 2 \ g it DOW CORNING 791 o II Ili II I; c� II Ili \ GE 7700 I Ills i ,c I Ili ,5 I l' 15 DOOR LEAF GLASS TYPE 'A' 1/4" ANN. GLASS SILICONE DOW CORNING 995 .090" Interlayer DOW CORNING 983 SentryGlas DOW CORNING 791 By 'Kuraray America, Inc.' GE 7700 1/4" ANN. GLASS 7/16" AIR SPACE 1/4" TEMP. GLASS z F dam �o 22 22 III IIx IIIi i5A m �\� o \ 1 DOOR LEAF GLASS TYPE `D' SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 z F � m - a � g XL EDGE SPACER ST. STEEL BY I 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' �I I \ U217/ DOOR LEAF GLASS TYPE B' 1 /4" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' r1/4" HEAT STREN'D. GLASS �7/16" AIR SPACE f-1/4" TEMP. GLASS o \ w � DOOR LEAF GLASS TYPE 'E' SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 a I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR �DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' GLAZING OPTIONS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 w \\J 21 OR LEAF GLASS TYPE `C' /4" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D. GLASS 1 [7/16" AIR SPACE r1/4" TEMP. GLASS Z XL EDGE SPACER ST. STEEL BY I 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' �I I \ U217/ DOOR LEAF GLASS TYPE B' 1 /4" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' r1/4" HEAT STREN'D. GLASS �7/16" AIR SPACE f-1/4" TEMP. GLASS o \ w � DOOR LEAF GLASS TYPE 'E' SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 a I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR �DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' GLAZING OPTIONS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 w \\J 21 OR LEAF GLASS TYPE `C' /4" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D. GLASS 1 [7/16" AIR SPACE r1/4" TEMP. GLASS Z 0 m a w a�vN g w TRANSOM GLASS TYPES `A', 'B' & °C' SILICONE OOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 z w � � p � m � M U, I \ 15A ¢ I XL EDGE SPACER \ ST. STEEL BY 'CARDINAL' OR w 1 DURASEAL BY 'QUANEX' - OR DOOR LEAF SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS GLASS TYPE `F' BY 'KOMMERLING' TRANSOM GLASS TYPES `D', `E' & `F' �at5°Dc1GT 7�vas€- -?s „�aaptyitnE wt'�Ehe r`sartda g�} m ijuilas".tn e..Jv�(; � p ( E✓ ( e a I n Z I i ®Z n W a w 0 � N a Q o 6 0 aka Lw- ®UNn p ui ei pOzaM0 0paoO.o o Q W 7 N J w m U i n O O 0 (ry o L M O 3 O w xQ O � � �=No � 3 � a J 30 ,0 cavil i.D p Q ' I II 0 M drawiL; ng no. W17-54 sheet 2 ofl` 9-7/8" 3 7/8" MAX. HEAD/SiLI CORNERS 2 C:1 w x � < wCID a -w Lo O Q x p o� - a Of O 0 SURFACE APPLIED FALSE MUNTINS MAY BE USED 51 1/2" MAX. DOOR FRAME WIDTH 17-7/8" MAX. HEAD SILL ACTIVE 38 1/2 D.L. OPG. 47 3/4" LEAF WIDTH 9-7/8" 3 7/8" HEAD/SILL CORNERS �J l m U m Q Q U U N ¢ W X (N 0-¢ x W ao L x U C7 _ d O \" �¢ \_ o �O N O UQ SURFACE APPLIED FALSE MUNTINS MAY BE USED TYPICAL ELEVATIONS SINGLE DOORS LOAD CAPACITY - PSF DOOR DIMS. GLASS TYPES 'B' & 'E' GLASS TYPES 'A' & 'D' GLASS TYPES 'C' & 'F' FRAME LEAF EXT.(+) INT.(-) EXT.(+) ? iNT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 31-3/4" 97-3/4" 28" 95-3/8" 1 70.0 80.0 90.0 ! 90.0 90.0 120.0 39-1/2" 84" 35-3/4" 81-5/8" 70.0 80.0 90.0 i 90.0 90.0 120.0 39-1/2" 90" 35-3/4" 87-5/e" 70.0 80.0 86.9 86.9 90.0 120.0 39-1/2" 96" 35-3/4" 93-5/8" 70.0 60.0 81.4 I 51.4 90.0 1200. 39-1/2" 97-3/4" 35-3/4" 95-3/8" 70.0 80.0 80.0 E30.0 90.0 120.0 51-1/2" 120" 47-3/4" 117-5/8" - - - - 90.0 100.0 17-7/8" MAX. HEAD 3" SILL n m INACTIVE - 3" TYP 38 1/2" D.L. OPG. 47 3/4" LEAF WIDTH 99 1/2" MAX. DOOR FRAME WIDTH N ACTIVE 16 1/2" MAX. HEAD/SILL IIIIIII I�IIIIIII I -- _ - =- = - te III€II IIIIIIII ]IIIIIIII rIIIN - - _ _ _ - - - - - � 1IIIIlII nII[kII IiII IIl€I1III I -==_�===_- - \ I TOTAL N0, OF ANCHORS AT MTG_ STILE ENDS ANCHOR MAX. FRAME HEIGHT �UPTO 96 IN. ABOVE TYPE DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES GLASS TYPES Y1 PE D S DOOR DIMS. `B' & 'E' 'A' `C' & F FRAME LEAFEXT.I INT.(-) EXT.(+) INT.(-) EXT.(+) ENT.( .-0 ) WIDTHHEIGHT WIDTH HEIGHT 60" 97-3/4" 20-1/4" 95-3/8" 70,O j 80.0 130.0 90.0 90.0 120.0 75-1/2" 84" 35-3/4" 81-5/8" 700 80.0 90.0 90.0 90.0 120.0 75-1/2" 90" 35-3/4" 87-5/8" 70.0 80.0 86.9 86.9 90.0 120.0 75-1/2" 96" 35-3/4" 93-5/8" 70.0 80.0 1 81.4 81.4 90.0 120.0 75-1/2" 97-3/4" 35-3/4" 95-1/8" 70.0 80.0 80.0 80.0 90.0 120.0 99-1/2" 120" 47-3/4" 117-5/8" - I - - - 90.0 SEE SHEET 6 AND 7 FOR WATER INFILTRATION RESISTANCE AND POSITIVE(+) Dp LIM{TS N OTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. C L A S S D.L.O. .L.O. F O R M U L A E : ( D O O R D.L.O. WIDTH = FRAMF WIDTH 13 . 0 " ( X D O O R S ) = (FRAME WIDTH 22.5")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 15.0" DOOR LEAF HEIGHT = FRAME HEIGHT - 2.375" _ PRODUCT TZBVISBE aq Wig 9xBuilding codt 1@p �& CA® f T� �QC 1� p � ��g , � � °� � ® ® 7 o MoN 602X E OF drawing no. W17-54 bANa5 SEE SHEET 6 AND 7 FOR WATER INFILTRATION RESISTANCE AND POSITIVE(+) Dp LIM{TS N OTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. C L A S S D.L.O. .L.O. F O R M U L A E : ( D O O R D.L.O. WIDTH = FRAMF WIDTH 13 . 0 " ( X D O O R S ) = (FRAME WIDTH 22.5")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 15.0" DOOR LEAF HEIGHT = FRAME HEIGHT - 2.375" _ PRODUCT TZBVISBE aq Wig 9xBuilding codt 1@p �& CA® f T� �QC 1� p � ��g , � � °� � ® ® 7 o MoN 602X E OF drawing no. W17-54 bANa5 51 1/2" MAX. 75 1/2" MAX. DOOR FRAME WIDTH DOOR FRAME WIIDTH 45 1/2" 69 1/2" Z D.L. OPIG, D1. OPG- NO. OF ANCHORS CID AT TRANSOM ENDS 17-7/8" 0 z 9-7/8" ANCHOR WITHOUT WITH Z :c 9-7/8" (2) ANCHORS MAX. Lu I 16 1/2" TYPES REINF. REINF. 2 , Cl IL 17-7/8" TYPE 'A', 'Al' HEAD A & Al- 4 5 [L --zq a 2 3 7/8" MAX* 3 7/8" SILL MAX. B & Bl 4 5 0 0 '11', 'Bl' OR 0 . I MAX. MAX. HEAD C 'Cl — C & Cl 3 4 0 lu cq HEAD/SILL SILL HEAD/SILL iL C', CORNERS CORNERS IL ----- ------------- 0 m iz L0 LO m LLI rl 0 > (y) M 0 Ld LLJ IL cy m lz 0 0 m 0 m 0 cf) W z < Lu < LLJ m W LO U) U) 0 0 X Ld cq 3 10� z _5 W LLI U. — — — — — — — — — — — — — — ��, h W 5 - - - - - - - - - - - -- z 0 (D _j z m W 0) N _j in 0 Ld 0) >� 7: L0 :2 Ld Lli < LIJ :< 0 m - ; < 0- 0 < n :S 0 ix 0 x u PO 04 L, C-4 L, P of. 0 C4 Of EN N of' -co 0 LLI M C-0 CL x Of 2 CL LJ 0 V) 0 -- / I � 1 0 0 0 - F- LLI < W 0 -77z: ZE:: C) - 0 Of L- 0 a: -'8 to C) 4� 0 z 0 0 0 F- < L, J z - < Ir < V) L, 0 n cc LJ 0 x :2 a = N 0 0 0 F- C2 L0 Lp L0 0 z N --d 0 => 0 < 1 0 PO 1K < i .2 0� CD c: a 0 M I Ln LL — 11 00 Ln L0 C) 0 PO LLJ LLJ 1 0 LLI LLJ x m < 2 LLI ILLJ, m z :E LLJ < Q F- �0 ACTIVE INACTIV�--," ACTIVE 77 — — — — — — — — — — — — M SURFACE APPLIED Li APPLI SURFACE ED j MU J < Elf FALSE MUNTINS Typ. 0 FALSE NTINS --� 0 MAY BE USED 38 1/2- 0 MAY BE USED D.L. OPG. TOTAL NO. OF ANCHORS CL D,L. OPG� AT MTG. STILE ENDS ANCHORS AT r DOOR MULLION 0 47 3/4" ANCHOR MAX. FRAME HEIGHT U) 35 3/4" SEE SEPARATE NOA a) LEAF WIDTH TYPE UPTO 96 ftlABOVE 96 IN, FOR MULLION DETAILS-' -0 LEAF WIDTH 3 7 9 AND DESIGN LOAD LIMITS el 1 6 1 7 Tr) P;:' QM11MA197T) PY TYPICAL ELEVATION BLDG. OFFICIAL NOTE: �0-1 I I I FOR DOORS CAPACITY SEE SHEET 3. ANa., FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART SHEET 5. EN LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART 2 WILL APPLY TO ENTIRE SYSTEM. p 0 "ifig vviii� tin Fiffgh' as �,ampl, 21 B ui� 6i code Acce ce NIP - 17 X -z �-j M J v TATE OF drawing no. GLASS D.L.Q. FORMULAE: (TRANSOM) B - n offlu D.L.O. WIDTH = FRAME WIDTH - 6.0" �j-, Rde Pl—o 'W,�t W 1 7-54 -,lap D.L.O. HEIGHT = TRANSOM HEIGHT - 6.0" fmw (sheet 4 of 151 FRAM FRAME WIDTH � a� S N M r Z U-' \ Q� \ ® h M Z w Q N Al 00`0 O ® W N �! O F N = N 2on �0 �XIt \ aea a zaa zoo M �a M �wm�� N U M o - O is o pj o L M v O w xx W O Of N O O SNo z N F- r 03 N M a a J C Z W n 30 0 Q n i� p - Utw En` 18 10 a/o 20 In TRANSOM TRANSOM o WITHOUT REINF. WITH REINF. .N t ®®1@9d 996AB® m N��°•°� PR€t`DIX� F t2+513.5Wi3 e 70592'®_ I NOTE: zs cazFsg±$Y'l vde&ka .ice Fsati'Id o m FOR DOORS CAPACITY SEE SHEET 3. "ee gC°ae Q)i e • 0 m a FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART ABOVE. ® �O EOF �p2 drawing no. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART °° WILL APPLY TO ENTIRE SYSTEM. � ° ��; 3 W17-54 v+ �31a8e Pradmt f m �� e ®® s�QBeg®®®e® sheet 5 of15 SINGLE DOORS WITH TRANSOM CAPACITY -PSF FRAME WIDTH DOOR HEIGHT TRANSOM HEIGHT WITHOUT REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 51-1/2" (X) 80„ 12" 90.0 90.0 90.0 100.0 18" 90.0 90.0 90.0 100.0 24" 90.0 90.0 90.0 100.0 30" 72.0 80.0 72.0 80.0 36" 60.0 66.7 60.0 66.7 q2" 54.7 60.8 54.0 60.0 51-1/2" (X) 84„ 12" 90.0 90.0 90.0 700.0 90.0 90.0 90.0 700.0 24" 90.0 90.0 90.0 100.0 30" 72.0 80.0 72.0 80.0 36" 60.0 66.7 60.0 66.7 51-1/2" (X) 90 12" 90.0 90.0 90.0 100.0 18" 90.0 90.0 90.0 100.0 2q" 90.0 90.0 90.0 100.0 30" 72.0 80.0 72.0 80.0 51-1/2" (X) 96„ 12 90.0 90.0 90.0 100.0 18" 90.0 90.0 90.0 100.0 za" so.o so.o so.o 100.0 51-1/2" (X) 102" 12" - - 90.0 100.0 i 18„ 90.0 100.0 51-1/T� (X) 108" 12" - - 90.0 100.0 DOUBLE DOORS WITH TRANSOM CAPACITY -PSF FRAME DOOR TRANSOM WITHOUT REINF. WITH REINF. WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 12" 90.0 90.0 90.0 100.0 75-1/2 (xx) gp„ 17-3/4" 90.0 90.0 90.0 100.0 24" - - 90.0 100.0 12" 90.0 90.0 90.0 100.0 75-1/2" (XX) 84" 18" - - 90.0 100.0 y4" - - 90.0 100.0 12" - - 90.0 100.0 75-1/2° (XX) 90" 90.0 100.0 90.0 100.0 12'" - - 90.0 100.0 75-t/2" (XX) 96" 18" - - 90.0 100.0 24" - - 90.0 100.0 75-1/2" 102" t2„ - - 90.0 100.0 75-1/2" (XX) 108" 12" - - 90.0 100.0 I 0 - I N 0 o I _ a LL _ x c c c FnrF nIST & SUBSTRATE ADA THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE (ADA THRESHOLD REQUIREMENTS TO BE REVIEWED BY AHJ) n r r I OB I I I I I 14 f I I �J I CONCRETE EDGE DiST. °TYPICAL ANCHORS Y SEE ELEV. FOR SPACING ADA THRESHOLD WITH BUG SWEEP (OPTIONAL) "s c� rn n 0 % Z 6 z¢ Lu t i N d U U) O 1 0 ` p U LLI N .. u. 0 �w� �o'm o ® a0Q rl ®.3b Mz° N W D LL l j iL � V) ^ O 02 lq Z M 2 Lim LLI C) Im .. g rn LO � of I U rr � 0 o Uj 0 o � 0 co O w a oui _ a a v~i L0 N LO 3 `14 Q O '� Ln o z Ln M M w f U i V N c o_ O N L O � aQ ate@ ��• Q ® o II i C3 h6-- drawing no. W 17-54 sheet 6 of 15 k ■ | � maREVISED _ g EOF `% Saml ge a7G a o3p;, 2\g§ \e-/\ oe>; 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING a. TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING M ETAL STRUCTURES EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING jIMIAMI-DADE COUNTY APPROVEDII I MULLION & MULLION ANCHORS 11 ISEE SEPARATE NOA I iI NPICAL ANCHORS SEE ELEV. FOR SPACING � TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- J4" DIA ULTRACON BY 'ELCO' (Fu=m KSI. Fy=155 Ks/ �TYPE 'Al '—J16" DIA ULTRACON BY 'ELCO' (Fu=177 Ksl, Fy=155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) ( 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 0 N �L (TYPE 0 THRU 1BY BUCKS INTO CONC, OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN, EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN.— 'B'— �4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI DIRECTLY INTO CONCRETE 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. INTO FILLED BLOCKS = 4" MIN. 1 /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) NTO MIAMI-DADE COUNTY APPROVED MULLIONS OR NTO 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 PLATED OR PAINTED) THRU 1BY 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) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 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, INTO FILLED BLOCKS = 4" MIN. �PE `B7'-516" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI I DIRECTLY INTO CONCRETE 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"INTO FILLED BLOCKS = 4" MIN. L— — — — YPE 'C1'-5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-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 PLATED OR PAINTED) ANCHOR EDGE DISTANCES ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. G INTO METAL STRUCTURE = 1/2" MIN. — — — WOOD AT HEAD OR JAMBS SG = 0.55 MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. "P I u3 s:91T1j'-4yiS�� VJ5':� dski �� {r/j{�,iEF'"p, ,J�, e nWM ' L�l. / 1 c e n _.`z z ° �9 c L;a �Jve M � m w H Q� z" d'o �" o c ® WN`m �✓ °a te 0 pa®Q.q ®yy�m Z ® a W LL N Z y o o o p o L M O O w a w O � N N � 30=0 w o� Q —i drawing no. W17-54 1/411 MAX. c07 1 /2' MAX. SHIM 1/2" MAX. o� e SHIM © O 2 TYPICAL ANCHORS SHIMS w SEE ELEV. m 3 0 12 12 o N FOR SPACING h m w wo ®Z M� 4 N 12B IL N O a Oe OOUO U 23 7 W dj N TYPICAL ANCHORS � !p- ~ SEE ELEV. a METAL N ® O N R FOR SPACING III STRUCTURE _Qo pW� o.: ®O 0. O a cV-1 Fill A tits Xz U N O 266 EXTERIOR W N W G 26A 16A 13B Z O m 4 D.L.O. 7 4 tB tD 26 Z l'J a w W Q F LEAF WIDTH 1BY WOOD BUCK SINGLE DOOR FRAME WIDTH _ N LOCK OPTIONS 1/2" MAX. SEE SHEETS 11 & 12 1 2" MAX. SHIM FOR DESCRIPTION AND SHIM Q Its O DESIGN LOAD RATING N OIININ 0 o pj o L w r 12A o Z O w x 12B 11 - -7SYEPEICE 0 G N 23 Z L0 r 23 7 138 N N 36 TYPICAL ANHORS O 'OSEE ELEV. �-- "I AL ANCHORS <_______FORSPACINLEV. o p z N V _ M O O STRUCTUR - - - - CDN U�<� cc 26A 26B 13 10A EXTERIOR 13 > 4 D.L.O. 6 9 D.L.O. 26 LEAF WIDTH LEAF WIDTH DOUBLE DOOR FRAME WIDTH gl � I O _ I �- -IF 1 ----� �� LOCK OPTION F__-__Zi ____ ®®®1000 09 CCO f/p® I SEE SHEETS 11 & 12 _ FOR DESCRIP ION AND ea`\® D ha� DESIGN LOAD RATING j ��••� @ �¢ • ° b INN Q j 1,11 PRODISC'T� RE"s t; �a m 9692 M �I cc�sn.Ui'3b'tS sa s'�Ct F6�4 F3 iS'a e i — _ _ " f ®�OO�°.• ATEOG ° •�9�® drawing9 no. auct W17-54 EXTERIOR d®�79®®` Sheei 9 of 15 EDGE DIST. TYPICAL ANCHORS SEE EL FOR SPACING y L M J of 4 ®Z M W a N N IL O ® W N` m o Z a s O G h LL � n " 1 2MAX. - In r O N o SHIM 19A ® j a N n II II o II IY C M 00/ ao Vol 16 it It Ili III 7CHORS 'rzo16 Z0�02 MI1 W M-wI 0) 2TYPICAL Ar------_- - SE4-"iii F-== o i.�,I___ FOR SPACING r-------Ti IN III ill illL - -- J \ .. II II ill i4 ill I U rn 11 it -11 18 EXT. EXT, o C 2 4 0 ionMIAMI-DADE COUNTY APPROVED N o O + TRANSOM REINF. z O I- G TRANSOM FRAME WIDTH LARGE MISSILE IMPACT RESISTANT X = 20 AS READ. - O ------------- SEE SHEET 5 SERIES SS-3500 STOREFRONT SYSTEM, p w 4 -------------� SEE SEPARATE 'CGI WINDOWS' NOA FOR DOOR MULLION AND MULLION o -O (0 of FOR CAPACITY � H FASTENERS DETAILS AND LOAD CAPACITY C J Z N N ¢ J O M o a p 3 o Z 02 It 11 C 71 N G o Q w � II II I�--;;--I rl I r------- I II I o A III ill III i I�� L-_-______-- EXT. b II ilI LEAF WIDTH _ G o pop .. ... ®®� o d o_ �,. QIa i do, O Pi;cODUCT..EV/ SFCS No, 59 �s x emrlymg with the Fluidit a e 9{t�:.lg, r�..fYY1£ «ea=.. e ray B » BBB4 t� ttw m o ° m E.-ira.¢ore Date _�4FJ6 ®���.• q R O[F = •�G2�® drawing no. i °•°�EORa®�°. O�� W 17-54 tvi-�ry .3aaPe Pr�u'unP� /e �0 �?� 0v O U IU i o I 0 i o I LOCK OPTIONS: OPTION #3: 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 ACTIVE LEAF: 3 POINT LOCK SYSTEM SERIES 206-3P BY 'REGENT' AT 40" FROM BOTTOM HANDLE ACTIVATES 5 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 410-32 X 1" FH MACHINE SCREWS INACTIVE LEAF: 2 POINT LOCK SYSTEM BY 'REGENT' AT 42-1/2" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (1) #6-32 X 3/4" FH MACHINE SCREW I / / / I / III I / % I I \ \ I ACTIVE \ � LEAF WIDTH LINACTIV\E L/ACTIVE/ LEAF WIDTH LEAF WIDTH JQI TOP LATCH FOR ALL SLABS: 5I8" THROW BOLT LATCH BOTTOM LATCH FOR ALL SLABS: i 1/16" THRO W BOLT LATCH OPTION #4: 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 ACTIVE LEAF: 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 NTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 410-32 X 1/2" FH MACHINE SCREWS INACTIVE LEAF: 2 POINT LOCK SYSTEM BY 'REGENT' AT 42-1/2" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) #6-32 X 1/4" PH MACHINE SCREWS (1) #6-32 X 9/16" FH MACHINE SCREW / / I \ ACTIVE \ LEAF WIDTH JNIACTIVE LACTIVE/ LEAF WIDTH LEAF WIDTH 0 TOP LATCH FOR ALL SLABS: 1l2" THROW BOLT LATCH STYLE MAV DIFFER FROM SHOWN BOTTOM LATCH FOR ALL SLABS: 1 /2"THROW BOLT LATCH k4t OPTION #5: STD. 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN, MAX. DESIGN LOAD = +90.0 PSF -100.0 PSF I:C�►�l�i� 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 NTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #10-32 X 1/2" FH MACHINE SCREWS INACTIVE LEAF: 2 POINT LOCK SYSTEM 8Y 'REGENT' AT 42-1/2" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) #6-32 X 1/4" PH MACHINE SCREWS (1) #6-32 X 9/16" FH MACHINE SCREW II / / / I / 1 / % I I I I LJ LEAF WIDTH I II Ll INACTIVE \ LEAF WIDTH LEAF WIDTH P TOP LATCH FOR ALL SLABS: BOLT GUIDE BLOCK 5/8"THROW BOLT LATCH STYLE MAY DIFFER FROM SHOWN l� BOTTOM LATCH FOR ALL SLABS'. 801T GUIDE BLOCK 11/16" THRO W BOLT LATCH OVER 9I314" OR DOOR FRAME WIDTHS Y'Piif-s, Lid-: R R434fESE3:° aG ch�melyia6 wik�i Hhc F _ uMiddlnG Cade � fi 5®592 e B TE OF ��. rn � U M O — _ 0 Mj O L r7 C O W a � = N H o a � 30=0 II d i H � M T drawing no. W17-54 sheet 11 of 15 LOCK OPTIONS: PANIC EXIT DEVICE PANIC EXIT DEVICE PANIC EXIT DEVICE 5 u OPTION #1: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD = +90 PSF -100.0 PSF CONCEALED VERTICAL ROD PANIC EXIT DEVICE # 5770 BY 'REGENT HARDWARE' LOCATED AT 39" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/8" PH MACHINE SCREWS (2) #10 X 3/4" PH SELF DRILLING SCREWS I /I / I / I j I � I ACTVE � I LEAF WIDTH ALL SLABS ACTIVE J TOP LATCH FOR ALL SLABS: 5I8" PULLMAN LATCH BOTTOM LATCH FOR ALL SLABS: 1 t116" THROW BOLT LATCH OPTION #2: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 35-3/4 IN. MAX. DESIGN LOAD = +90 PSF —100.0 PSF F: CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 3347 BY 'VON DUPRIN' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-24 X 3/4" PH MACHINE SCREWS (2) 1/4-20 X 1" FH MACHINE SCREWS L ACTIVE LEAF WIDTH ALL SLABS ACTIVE llllll0 AI TOP L���lllllll CH FOR ALL HALL SLABS: 5I8" PIVOT LATCH BOTTOM LATCH FOR ALL SLABS: 5/8"PIVOT LATCH OPTION #6: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN, MAX. DESIGN LOAD = +90 PSF —100.0 PSF CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 38" FROM SILL AT EACH LEAF. FASTENED WITH (2) 1/4-20 X 1/4" SOCKET SET SCREWS AND (3) 1/4-20 X 5/16" CONE HEAD MS I / / I LACT\l�VIE\ LEAF WIDTH to ALL TOP LATCH FOR ALL SLABS: SLABS ACTIVE JACKSON BOLT OE BLOCK BOLT L ill"THROW BOLT LATCH BOTTOM LATCH FOR ALL SLABS: JACKSON BOLT GUIDE BLOCK 1l2" THRO W BOLT LATCH PP, ce fJ13°JCr RE.IR3BL as cc:m1�lyir a:iei -,�cex e�?vi�S ihae £1aa?+'a i3iszg T4k Fh�r N U � � C N O O � tll o L .M. Z (1 X O = N o H aN�M O Z �- v I r e� — C OF = °�q�® drawing a no. REQUIRED FOR DOOR FRAME HEIGHTS OVER 9]3/4" OR DOOR FRAME WIDTHS OVER 38-t12" (SINGLE) OR ]5-1 /2" (DOUBLE ). ITEM # PART H REQD, DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 19508 1 DOOR FRAME HEAD 6063-T6 - 2 19505 AS REQD. FLAT SNAP 6063-T6 - 3 19517 1 ADA THRESHOLD 6063-T6 - 3A 19513 1 BUMPER THRESHOLD 6063-T6 - 3B 19514 AS REQD. BUMPER THRESHOLD COVER 6063-T5 - 3C 19515 AS REQD. BUMPER THRESHOLD COVER 6063-T5 - 3D 19516 AS REQD. BUMPER THRESHOLD COVER 6063-T5 - 4 19506 2 DOOR FRAME JAMB 6063-T6 - 5 19520A 1/ LEAF LEAF TOP RAIL 6063-T6 - 6 19521A 1/ LEAF LEAF BOTTOM RAIL 6063-T6 - 6A CGI-5 i/ LEAF LEAF 10" BOTTOM RAIL 6063-T6 - 7 19522A 1/ LEAF LEAF HINGE/LOCK STILE 6063-T6 - 8 19524A 1/ LEAF LEAF LOCK STILE (INACTIVE) 6063-T6 - 9 19523A 1/ LEAF LEAF LOCK STILE (ACTIVE) 6063-T6 - 10 19622 AS REQD. LEAF ASTRAGAL 6063-T6 - 10A #8 X 3/4" AS REQD. ASTRAGAL FASTENERS AT 3" FROM ENDS ® 12" O.C. ST. STEEL FH SELF DRILLING SCREWS 11 AK095.56L AS REQD. ACTIVE STILE W'STRIP ADAPTER 6063-T6 ULTRAFAB 12 19512 AS REQD. DOOR STOP 6063-T6 - 12A 19534 AS REQD. DOOR STOP COVER 6063-T6 - 126 #10 X 3/4" AS REQD. DOOR STOP FASTENERS, AT 3" FROM ENDS & 12" O.C. ST. STEEL PH SELF DRILLING SCREWS 13 19527 AS REQD. SHEAR BLOCK 6063-T6 - 13A 19519 AS REQD. BACKER PLATE, 7" LONG 6063-T6 - 138 19519A AS REQD. LOCK STILE REINF, FULL LENGTH 6063-T6 - 14 19564 AS REQD, LEAF W'STRIP ADAPTER 6063-T6 - 15 19525 4/ LEAF GLAZING BEAD (LAM. GLASS) 6063-T6 - 15A 19526 4/ LEAF GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 16 19504 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T6 - 16A 19518 4/ LEAF GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - 17 19501 AS REQD. TRANSOM FRAME HEAD 6063-T6 - 18 19502 AS REQD. TRANSOM FIN SNAP 6063-T6 - 19 19507 AS REQD. TRANSOM BASE 6063-T6 - 19A #10 X 3/4" AS REQD. BASE FASTENERS, AT 3" FROM ENDS & 8" O.C. ST. STEEL PH SMS 20 19510 AS REQD. TRANSOM REINFORCING 6063-T6 - 21 1652 2/ LITE SETTING BLOCK, 3/16" X 7/16" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 85±5 21A 1704 2/ LITE SETTING BLOCK, 3/16" X 1-3/32" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 85f5 22 13061 AS REQD. GLAZING WEDGE (DOOR) EPDM DUROMETER 65±5 SHORE A 22A 13144 AS REQD. INTERIOR GLAZING WEDGE (TRANSOM) EPDM DUROMETER 65±5 SHORE A 228 61823 AS REQD. EXTERIOR GLAZING WEDGE (TRANSOM) SANTOPRENE DUROMETER 80±5 SHORE A 23 19540 AS REQD. BULB W'STRIPPING AT DOOR STOP SOFT PVC - 24 67924G AS REQD. FINSEAL PILE W'STRIPPING WOOL - 25 19542 AS REQD. FINSEAL PILE W'STRIPPING (ACTIVE LEAF) WOOL - 26 19535 AS REQD. BUTT HINGES ST. STEEL REGENT 4001 26A 19531 AS REQD. HINGE BACKING PLATE, 1/4" THK. ALUMINUM - 26B #12-24 X 1/2" AS REQD. HINGE INSTALLATION FASTENERS ST. STEEL FH SMS 27 19562 AS REQD. BUG SWEEP (OPTIONAL) - - 27A #6 X 5/8" AS REQD. BUG SWEEP FASTENERS ST. STEEL PH SMS 28 #12 X 1-1/2" AS REQD. FRAME ASSEMBLY FASTENERS ST. STEEL HWH SMS 29 5/16-18 X 1" AS REQD. LEAF ASSEMBLY FASTENERS ST. STEEL CARRIAGE BOLT 29A 5/16-18" AS REQD. LEAF ASSEMBLY FASTENERS ST, STEEL HEX NUT 30 1/4" X 1-1/2" AS REQD. SHEAR BLOCK FASTENERS ST. STEEL FH SELF DRILLING SCREWS 31 6651 AS REQD. THRESHOLD ANGLE (2" X 5" X 1/8" X 1-3/4" LONG) 6063-T6 - 31A #8 X 3/8" AS REQD. JANGLE FASTENERS ST. STEEL FH SELF DRILLING SCREWS HINGES: 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY 'REGENT' FROM TOP AND BOTTOM AND 26" O.C. MAX. FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. i 35 resrr3p;pukn ivit.;: the F3's2�& F3uildSng Cede # G� 0502 e �7 E OIF� N N J M U o — O o rq o O w a w O � � C H N ?i ) ) M 30 -M c o_ U m o � drawing no. W17-54 sheet 1:i of is 5. DOOR FRAME HEAD 094 344� 4.192 --�1 FLAT SNAP 06 4.739 -�I ADA THRESHOLD sl LEAF TOP RAIL X; is LEAF HINGE/LOCK STILE LEAF LOCK STILE (INACTIVE) �k7 .814 .06� 01 00 630 �i I�- 147 �ry��� .100 �{�- 01 00 .630 -�i JJJJ� 1s GLAZING BEAD 15A GLAZING BEAD LAM. GLASS INSUL. LAM. GLASS oso �2so8 �.325 575 --� 1.121 .062_ � nP. 1.390 f� 2.763 DOOR STOP �� 610 .225 � .050 J 2.058 2.350 � � .063 .204 4.613 -�I �lrz�'Z. .22s��4160 ii�I� � �. Os LEAF LOCK STILE (ACTIVE) 1 1 sea i s) LEAF BOTTOM RAIL BUMPER THRESHOLD R:r[7 tzs NP. 3.893 4.999 7 DOOR FRAME JAMB t.100 159 868 ASTRAGAL 280 �{ soo o4s � 11 ACTIVE STILE W'STRIP ADAPTER 130 � O50 TYP. i iYP. I �� 390 293 � � �- f 2.032 8.999 3e BUMPER THRESHOLD COVER LEAF BOTTOM RAIL I sc BUMPER THRESHOLD COVER DOOR STOP COVER SHEAR BLOCK s1a�{ (� zsa 1. 7o v 531 k� BACKER PLATE LOCK STILE REINF. 1 1s TRANSOM GLASS STOP LAM. GLASS �1.478� 062 rtt/��� NP. 1121 � '� 1.000 -�I 1.333 �JF�- tsA TRANSOM GLASS STOP INSUL LAM. GLASS 100 O50 1.555 TYP. 1.425 BUMPER THRESHOLD COVER LEAF W'STRIP ADAPTER 2.749 I 094 �L I 125 7yp, k- 4.030 17 TRANSOM FRAME HEAD 3.626 125 .094 TYP. �4 4.1 so 18 TRANSOM FIN SNAP 1�.250 094 TYP. 3.308 �.12s -�i 1.250 I� n TRANSOM BASE 4.540 -�{ 1.223 12s TRANSOM REINF. f T ®laao¢Aa�®s® P,'3Q3i7UC'T F'c�"+dISP,i.:� m V@9® � �� .�s crr�s;nYin:; .: i>zi t.� F�03.� e � e `� �valdfng Cas3e di��.O1 e .ccept:nce Y a � .� m ay ®�� °�^ �E 1®9ae,°° O� i it2Sarni ode F:xF;as:kC ®A� �� " a•• �,p�®a °�®®���A9Ga° 1� a®®44®�„e`° M � ®Z M W y N 0 Q O ® y N`"x�x O k LL O�iy� C? p ui .� �a��d �U1N�� O N W � �- I� t� zy ' � � �%�Q ^: wmi � N � � .. U � m � in O � N n � � o� w Q o � u~i � �=No Z N � � � W 3N�� O o C Z� � � 30 .M I o � �- vwi C9 p U��� �! jo a UI i m 0 0 �� o a _ n drawing no. W17-54 U 30 13 a N / I � 28 / / 29A WjL M M ®�N``0� W N 3A 02 LU## U V!r p ui .i / C ° ®> m O ®a®Q°a ®cater N N O a FRAME TOP CORNER 28 z D LL �zsW< j �woME� I 2s / = N LEAF TOP CORNER � U � o o � 0 °o 13 W c 30 Z 3 N N M J TRANSOM CORNER M 3 C)zo M CD a 13A �J 9 ;o / / T \ \ ®`laauubaasa®Pi�O \ \ � ° all a0 2J E °C ® o II \ \ _ NON -1 tq-A .yang with Ube Holdsjr� LEAF BOTTOM CORNER a�;1at° s a ��`'� h-cc.yata-ce N+3E —�`•rit b :;;[o-isz:io�aseze�yyZCONN.8 ®I� _ °�29�® drawing 9 no. °all°°° °�� W17-54 FRAME BOTTOM CORNER 31 v[sr' lade ora�icict C ®®°���O��Q�®���`�® sheet 15 of 15