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HomeMy WebLinkAboutPRODAPP 17-1218.21 EGS SGD smiMIAMI , 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 NO'T'ICE OF AC'C'EPTANCE (NOA) www.miamidade.¢ov/eeonomv EGS International, LLC 3133 S.W.25' Street Pembroke Park, FL 33009 .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: Atlantic Series Aluminum Sliding Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, 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: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails. 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 requeest of the Building Official. This NOA revises NOA #14-0807.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 Page 1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on 12/18/14, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files# 12-0131.15/#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0520.07) 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 241132. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05/15/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05/01/98, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5t' Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERL4,L CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.21 Expiration Date: December 24, 2014 Approval Date- February 15, 2018 E-1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5' Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6r1 Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.16 issued Eastman Chemical Company (MA) former Solutia Inc. for "Sailex HP Clear and color Glass", expiring on April 04, 2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6t5 Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. H. OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. Ishaq I. Chanda P.E. Product Control Examiner NOA No. 17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-2 DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT — 8.875" D.L.O. WIDTH = PANE PANEL HEIGHT = DOOR HEIGHT — 2" THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. ATLANTIC SERIES SM 130 ALUM SLIDING GLASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. 216" (SEE CHART FOR WIDER DOORS WITH SHORTER DOOR HT.) 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). 1 B 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. Il:L1SIlWblla I ISI ��IIIJ I I I I I II1113 I p\ °_ 48 3/4" 48 3/4" \ 31 CPANEL WI SEE CHART FOR WIDER PANELS WITH SHORTER HEIGHT TYPICAL ELEVATION TESTED UNIT SILL ANCHORS 4 OR 6 AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 3 FOR CAPACITY FRGAA[ WIMP W Z 0: O U P"DUC€REVISED u 0600029 withkakhog code tLc FForid: AaecIa"ce No i Roirdam Date 2c<y dg PruWseer Coatrof APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH EGS INSTALLATION INSTRUCTIONS, ALL SEALANTS TO BE TREMCO SPECTREM 2. OX (SHOWN) XO OXO (SHOWN) OXXO (SHOWN) lu 4WWO Zn m Z M N a �0 000 0 Lu d N x O W LL 0 U N h Of O 0 I vi 0Fr: Q�Zo N Z N Lu LL o 02 R 00 Q wm2 r 6 < vi ri ci E M P"' lA ® N . 7 92 m n g a m a` v TA OF °��Rpe drawing no. NOMINAL INCHES INCHES TERLOCKS DESIGN LOAD CAPACITY -PSF (GLASS) WITH ITEM #32 24 30 36 39-1/4 42 48 50 54 56 114 �I ,Y w o ro DESIGN LOAD CAPACITY -PSF (GLASS) - - 130.0 130.0 - - 130.0 130.0 WITH ITEM #32 - - 122.7 122.7 PANEL WIDTH NOMINAL INCHES DOOR FRAME HEIGHT INCHES W/0 REINF'D INTERLOCKS REINF'D INTERLOCKS DOOR W/0 REINF'D PANEL WIDTH FRAME HEIGHT INTERLOCKS REINF'D N I-80 - - 130.0 730.0 - - 130.0 130.0 Z M m 0 W 10, Q E N a e to 11'90`,0 I j N M w EXT (+) INT.(-) EXT.(+) INT.(-) 24 30 80.0 760.0 730.0 730.0 80.0 160.0 130.0 730.0 36 39-1/4 aWa Lu �. t: 80.0 160.0 730.0 730.0 80.0 160.0 130.0 130.0 74.8 149.5 130.0 130.0 42 48 50 54 84 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 0 t N � (� o ui 0' o i M c 0 a. c c q 0 0 L 80.0 130.0 130.0 130.0 76.8 124.8 130.0 130.0 71.1 115.6 130.0 130.0 68.6 711.4 125.4 125.4 5s 60 DECLARATORY STATEMENT DCA05-DEC-219 d' `4 z o N �ZNLLo G2 m t7 W Q wsi 64.0 104.0 177.0 117.0 24 30 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 36 39-7/4 80.0 160.0 130.0 130.0 O 42 48 90 o M "> 74.8 149.5 730.0 130.0 80.0 730.0 730.0 130.0 50 54 56 60 PANEL HEIGHT = DOOR HEIGHT - 2" (INTERPOLATION BETWEEN WIDTHS ALLOWED) SHOWN CAPACITIES ARE FOR 1/4" HEAT STREN'D GLASS (EXT.) .060" Interlayer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' 1/4" TEMP. GLASS (INT.) a w z M g 16 N z o vJ o2 N N z� ¢ 10 J rn m J 0 9 � J' CJ to W Z � O Cn != Y a Q F- of �* ZLO¢ N I LJ Z 3 Y rn - � 0 � OD m M� v W r%1 a 76.8 724.8 730.0 130.0 71.1 175.6 130.0 130.0 68.6 111.4 125.4 125.4 - - 117.0 117.0 24 30 36 39-1/4 42 48 50 54 56 60 96 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 76.8 124.8 730.0 130.0 77.1 715.6 730.0 730.0 - - 125.4 125.4 - - 117.0 717.0 4.938" SILL HEIGHTS LIMIT EXTERIOR(+) LOADS AS FOLLOWS 3.750" SILL HT. = +80.0 PSF 3.188" SILL HT. = +53.3 PSF .c I'i �!!� !�II I I IIII ®- DI;C: ISE c"Itpiying with tht € 11wing C.L'& A-eptancc No i7^(Z E j Es,�. PB a 8}ate qq t .lEb'- r+r�YactCt 2 p w x ��o�o ¢ z ", l2 w E s o w z " m f N F w o E " m w f N 24 30 36 39-1/4 42 48 50 54 102 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 60.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 76.8 124.8 130.0 130.0 - - 130.0 130.0 - - 125.4 125.4 56 60 q p e N < e h a o r N - - 117.0 117.0 24 80.0 130.0 130.0 130.0 30 36 36 GLAZING DETAIL qg*� 7r E"^:.w' s \\gEB 911 d u0- - 80.0 130.0 130.0 130.0 80.0 130.0 130.0 730.0 O 39-1/4 42 48 108 ��•`�� DD AG��� see ® • ® o N 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 80.0 130.0 130.0 130.0 50 54 56 so ®_ ® . 7 892 m - •. W • 4 OF �qY a rn o % a .ti - - 130.0 130.0 - - 130.0 130.0 - - 125.4 125.4 drawing no. - - 117.0 117.0 NOMINAL INCHES INCHES TERLOCKS EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 39-1/4 42 48 50 54 56 114 - - 730.0 730.0 - - 730.0 130.0 - - 130.0 730.0 - - 130.0 730.0 - - 130.0 130.0 - - 130.0 130.0 - - 130.0 130.0 - - 727.9 127.9 - - 122.7 122.7 24 30 36 39-1/4 42 48 50 54 120 - - 130.0 130.0 - - 130.0 7 30.0 - - 730.0 130.0 - 130.0 130.0 - - 130.0 730.0 - - 130.0 130.0 - - 130.0 130.0 - - 121.3 127.3 ANCHOR LOAD CAPACITY - PSF ANCHOR TYPES 'A' `B' 6 ANCHORS 4 ANCHORS AT MTG. AT MTG. PANEL WIDTH DOOR STILE ENDS STILE ENDS NOMINAL. HEIGHT EXT. (+) EXT. (+) INCHES INCHES INT. - INT. - 24 730.0 130.0 30 130.0 130.0 36 125.7 125.7 & `C'- S ANCHORS AT MTG. STILE ENDS EXT. (+) INT. - 730.0 130.0 130.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING - - AT HEAD - - - - - - - - - - - TYPE `A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 2" MIN. PENETRATION INTO WOOD /Lu THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) 4 V 1• w o N N w ANCHOR LOAD CAPACITY -PSF ANCHOR TYPES `A' 'B' & `C' PANEL WIDTH NOMINAL INCHES DOOR HEIGHT INCHES 6 ANCHORS 4 ANCHORS 8 ANCHORS AT MTG. AT MTG. AT MTG. STILE ENDS ME ENDS SIDE ENDS 0 F h to Z `" 0 Q 2 Z N o 0 6 0 cq r°v Q. N x 0:O H IL EXT. (+) EXT. (+) -EXT INT. - INT. - INT. - 24 30 36 160.0 160.0 so.o 160.0 160.0 160.0 160.0 160.0 160.0 160.0 160.0 160.0 39-1/4 42 48 50 54 56 60 84 39-1/4 42 48 50 54 56 60 za 114 117.2 111_2 100.5 97.6 92.4 90.2 86.2 130.0 117.2 111.2 100.5 97.6 92.4 90.2 86.2 130.0 130.0 130.0 130.0c' 130.0 130.0 127.9 122.7 730.0 DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) _ Q 8 H m O > M C rt m o p 0. 0 c N 0 Q; 000 N lal. z 0 u. - C < ro 24 Z m ¢ w Q w m f 149.5 149.5 149.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 125.4 125.4 125.4 117.0 117.0 117.0 160.0 160.0 160.0 160.0 160.0 160.0 30 30 130.0 130.0 130.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) O 160.0 160.0 160.0 o z o vii N z n M n U m C 0 Q a Z i O cn Q H 0_ a Zan 0_ N 0- I w Z 3 Y _ Trio <^ V) n M W d F 36 39-1/4 42 48 50 54 56 so 90 36 39-1/4120 42 48 50 54 ANCHOR ANCHOR TYPES TYPE B 118.3 110.2 104.5 94.3 61.4 1 ass A, B, C APPLICABLE APPLICABLE 118.3 110.2 104.5 94.3 61.4 86.5 AT 130.0 130.0 130.0 130.0 730.0 121.3L7 AT HEAD SILL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - - - - - - - - - AT SILL TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED - - - - - - - - - - - - - - - -AT JAMBS- - - - TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE `B'- �4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCKS 157.2 157.2 160.0 149.5 149.5 149.5 130.0 130.0 130.0 130.0 730.0 130.0 127.7 727.7 130.0 125.7 125.1 125.4 117.0 117.0 117.0 24 30 36 39-1/4 42 48 50 54 96 160.0 160.0 160.0 160.0 160.0 160.0 154.7 154.7 160.0 144.9 144.9 160.0 130.0 130.0 130.0 125.7 125.7 130.0 122.3 122.3 130.0 116.6 116.6 130.0 114.1 114.1 125.4 0 56 1-3/4" MIN. EMBED INTO CONCRETE 109.7 109.7 117.0 60 1-1/4" MIN. EMBED INTO BLOCKS 24 30 36 39-1/4 42 48 D2 130.0 130.0 130.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCE RE aecasRpl;iagr'if$t6e ���`� AsceptanceNo 218 Zd Eapieag5iesa Date 2 2 S6 o - u m uwuz� m o R o a aii _ o o. d i m f o o A a a _ N o rc a� w E m f R o a a 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.7 127.7 130.0 116.0 116.0 130.0 11z.e 112.e 30.0 so STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 107.2 107.2 130.0 54 56 60 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. i Iwo°4A`7\180Ie Bdltly®A ®°° �� .. QH4f ®° ��°" EIdSM� ° m • T05 2 e ® A4 OF ^��'Zq` m °•, a 's® Q®1 �°.•° ° A '> 0 V d r 104.8 104.8 125.4 100.5 100.5 117.0 24 30 36 39-1/4 42 48 50 54 56 60 106 130.0 130.0 130.0 130.0 130.0 130.0 o 0 r 130.0 130.0 130.0 125.2 125.2 130.0 118.9 118.9 130.0 107.7 107.7 130.0 104.7 104.7 130.0 99.3 99.3 130.0 drawing no. 96.9 96.9 125.4 92.8 92.8 117.0 TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND SHEET 3 FOR QUANTITY AT INTERLOCK/ASTRAGAL ENDS TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND SHEET 3 FOR QUANTITY TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND SHEET 3 FOR QUANTITY AT INTERLOCK/ASTRAGAL ENDS METAL STRUCTURE O W2 w � a N -AT CLUSTERS OF ANCHORS ONLY K 0 H w L 3. 2.500 A 3. ....... POURED & HARDENED a x° .39 °a' CONCRETE W1 IHIGH STRENGTH GROUT \ W1 0 20, . 3,. XSI° f'c = 5000 PSI MIN. EDGE DIST. 2 731 "� (NON METALLIC) WITH BONDING AGENT TYPICAL ANCHORS IN PAIRS NOT BY EGS INTL SEE ELEV. FOR SPACING MUST TRANSFER SHEAR AND SHEET 3 FOR QUANTITY LOADS TO STRUCTURE AT INTERLOCK/ASTRAGAL ENDS SEE NOTE ON SHEET 2 FOR SILL LIMITATIONS TYPICAL HEAD ANCHORS IN PAIRT _SEE ELEV. FOR SPACING AND SHEET 3 FOR QUANTITY AT INTERLOCK/AISTRAGAL ENDS 1 BY WOOD BUCK a [SEE NOTE SHEET t a CONCRETE 3 KSI WEEPHOLES: MIAMI—DADE APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 4" O.C. � � LJ 0 x w TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING p78C1piICSR7;Y7S AND SHEET 3 FOR QUANTITY t plyezg with the Flt at AT INTERLOCK/ASTRAGAL ENDS isuodiug Eude Acceptunce No Espirid" Date LAS �aaPaui SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED WITH EXPANDING URETHANE FOAM. ALL INSTALLATION ANCHOR HEADS TO BE SEALED & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. BUTTON COVERS. Wt = 3/16"H X 3/4"W WEEP SLOTS AT QUARTER POINTS OF EACH PANEL W2 = 3/8" WEEP HOLE AT 6" FROM ENDS AND CENTER OF EACH RAIL FTHEM UCKS NOT BY EGS INTL., MUST SUSTAIN POSED BY GLAZING SYSTEM AND TRANSFER THE BUILDING STRUCTURE. E'--007214 592 OF Z Mm O z M N QW IL 'I 0 0 O N a Wj N x �OF� LL Q fJNn LU !I > °o 0 IL a app Q oras �o O Q 11 W Lu N 0 m QJ Z M 2 w W 0) F 0 o p � O N � o � s 9 M V V drawing W04-80 OOD BU .� 4 OWR RU R DGE DIST. 4" D.C. ER OAT CLUE ST,a°GE I da ".. CONCRETE sg 8 '3 KSI EDGE DIJ EDGEANCHO \ THK. T O W2 w � a N -AT CLUSTERS OF ANCHORS ONLY K 0 H w L 3. 2.500 A 3. ....... POURED & HARDENED a x° .39 °a' CONCRETE W1 IHIGH STRENGTH GROUT \ W1 0 20, . 3,. XSI° f'c = 5000 PSI MIN. EDGE DIST. 2 731 "� (NON METALLIC) WITH BONDING AGENT TYPICAL ANCHORS IN PAIRS NOT BY EGS INTL SEE ELEV. FOR SPACING MUST TRANSFER SHEAR AND SHEET 3 FOR QUANTITY LOADS TO STRUCTURE AT INTERLOCK/ASTRAGAL ENDS SEE NOTE ON SHEET 2 FOR SILL LIMITATIONS TYPICAL HEAD ANCHORS IN PAIRT _SEE ELEV. FOR SPACING AND SHEET 3 FOR QUANTITY AT INTERLOCK/AISTRAGAL ENDS 1 BY WOOD BUCK a [SEE NOTE SHEET t a CONCRETE 3 KSI WEEPHOLES: MIAMI—DADE APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 4" O.C. � � LJ 0 x w TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING p78C1piICSR7;Y7S AND SHEET 3 FOR QUANTITY t plyezg with the Flt at AT INTERLOCK/ASTRAGAL ENDS isuodiug Eude Acceptunce No Espirid" Date LAS �aaPaui SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED WITH EXPANDING URETHANE FOAM. ALL INSTALLATION ANCHOR HEADS TO BE SEALED & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. BUTTON COVERS. Wt = 3/16"H X 3/4"W WEEP SLOTS AT QUARTER POINTS OF EACH PANEL W2 = 3/8" WEEP HOLE AT 6" FROM ENDS AND CENTER OF EACH RAIL FTHEM UCKS NOT BY EGS INTL., MUST SUSTAIN POSED BY GLAZING SYSTEM AND TRANSFER THE BUILDING STRUCTURE. E'--007214 592 OF Z Mm O z M N QW IL 'I 0 0 O N a Wj N x �OF� LL Q fJNn LU !I > °o 0 IL a app Q oras �o O Q 11 W Lu N 0 m QJ Z M 2 w W 0) F 0 o p � O N � o � s 9 M V V drawing W04-80 JIG X i" FH SMS t to ® 6" FROM ENDS w & 18" O.C. PANEL WIDTH #12 X 1-1/4" FH SMS ® 6" FROM ENDS I 6*D, 2 5/8" LONG AT & 17-1/2" O.C.L. OPG. TOP OF PANELSHIM 10 35 36 37 38 8 H w 2 m % f N In 12 IL 6 w O W N 1_11 - II 0 � 7r- > M O w 22 II II y a Q Q o0qq 22 22 _ _ QOM, (AO t`o I� it ii ZNLu LL m 4 /J 2P1a w FYI) ly �k W 0) 2 !- 1I Y V N � F rn N II II N � rn N � Oo N II 22 II N 11 3 _ o w �Iyy II m o ZZ SCREENS OPTIONAL------------ --------- ---- �O3 z _J O w 14 0 00 ° vJ J 3A#12 X 1/2" FH z #10 X 3/4" TEKS 9 D.L. OPG. SELF TAPPING SCREWS Q N LLL (2) AT EACH END - a 6" FROM ENDS AT 3" O.C. USE REINFCHARTS ONSHEET I GAS E2 & 17-1/2" O.C. /USEREINFORCING AS PER o0r (1) AT MIDSPANz Q (TOTAL OF 5 SCREWS) PANEL WIDTH CHARTS ON SHEET 2 N X N D_ EXTERIOR W LLI DOOR FRAME WIDTH o= Z Y m h _ n o ^� TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SELF TAPPING SCREWS z (� :5i J SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS E� O 6" FROM ENDS W M d F SELEV. FOR SPACING & 17-1/2" O.C. 1/4" MAX. 1/4" MAX. O SHIM SHIM 1/4" MAX. 35 36 37 38 8 SHIM Mi4 kmuc t REViseII ,ri Ci 16 IN cum Mt6 �t z ExedAdn� L^'cda (( LL � LL � LL A.N:e{s1fl®e4 NO E7�dZP -P o a o z zL_11_J o vo o _H IIH _ _ % tCA1fR wte_u P;zas el o w N R O d O K O a w d w L—Tr- I I I I N a Zi a h a FEE II II 6i o O o II II r GE IE " ° e r—NI—� —I�—� ee11e1ualacilr✓ a — — — o ° N°a L na . _ 0 22 11 m m \ .. o 7 �°�2 w o - m m a W � ' > p '� °. w SCREENS OPTIONAL--------------- ®� e e � m 6 a. w' 4. ®�® GE drawing no. #12 X 1-1/4" FH SMS i��S G R1®�;.•°=���0 •.t o 3 METAL EXTERIOR &617FR M ENDS ®` W��t—U� STRUCTURE 1IIIIdE1®� sheet 5 of $ mI 0 M� W N 42 zN LQ (L e w Q O p 0 OWN d N x 0 8 03 0 pLa amm o 0 fL o j It KZOJ N LL ZNLL o Om -O Q W OM1 F D o � co m ,v J ' J 0 PANEL WIDTH 1/ 4" MAX. o SHIM 1BY WOOD BUCKS N J ril M SEE NOTE SHEET 1 Q W 1/4" MAX. C D.L. OPG. D F Z� J SHIM ¢ 0 � 34 22 7 10 g 35 36 37 TYEICELEANCHORS V. FOR SP N PAIRS Z u=~7 Q W z Y H- w Z V MEDS' U — �_II W J TT Wed o II PA8(DDUifE2EVE D 0 EI 3 0 I I .° o " PMY�g%it6 the �'iasawK , Co& mo_0 22 __ II .. AwzT4soeeNo -iZl •21 F m � _ { ��q m m ivwive O N N K N IVI cl W N W Jif U J. SC ENS OPTIO -ZZ-AL----- a v < vi ci ro 4 2 o o ry �gg > ... 67 91117d 3A 9 ° !®1471B9E4/d O TYPICALANCHORS RS D.L. OPG. SEE ELEV. FOR SPACING ® ��°• ®GBN9°8 EXTERIOR PANEL WIDTH ® M .%® 92 DOOR FRAME WIDTH v a m mO n EOfF °0�(9� drawing no. %,`�s°° �t®�°• °�o�a W04-80 �� sed°° :shh:eet $ F.250 ►{ m s.1 os (w W .094 3.000-�{ o III m 3250 � 2.062 T j I 1.550 0 m 080 .830 2.415 2.415 Z m % 1.750 O Z 2.000 N N CII- 1.886 1.786 1.826 2.151 0 c w JN SMC L1.276� Fill 71.977-�L:l 6.106 6.106 �„ 80, 0- t: LL .100 .830 1.977 1.977 830 C 8 0 m 1 FRAME HEAD 2.312 1.7401 V 0 m a �1.840� 0 mo Ea< 00A o d a< N 1.500 7 FIXED STILE 10 MINOR INTERLOCK Z O N W 7 E .. .080 1.774 1.714 .060 Q N _ o 1.382 .080 jZ' to Q 3.250 1.740-�{ .500 500 Q w Om Li S H 4.000I�-1.438 -j k-1.438 �I O 3.000 1.194.100 .100 0 .too 3 FRAME JAMB W/O POCKET 3A FRAME JAMB WITH POCKET i .120 .125 TYP. .666 .875 1.018 J .a 100 •625 3.940 .355 o J O a 4.077 3.675 N J w x w 1.614 .080 .725 ? Z -j .100 094 .725 1.713 ¢ O V7 6 TOP RAIL 32 REINFORCING TUBE c F- 7.826 .666 1.826 125 "� Q - 1.614-11.614-1 .100 d' N .080 4.146F 4.340 N W w 3.604L 3.524 w Z 3 Y 1.07) 1.0)� -�i 7.038 100 Imo3.000�f V M m 1.977 (n .055 W �2W w n IL 1164 .080 1164 .080 a LOCKING STILE 9 MAJOR INTERLOCK o 4.094 4.000 (SEE WATER RATING SHEET 2) 11.375 �1 w s w w LL s5o 1.382D STILE ADAPTER 4 JAMB COVER . g N 2.101 2227{ - ,Ri AYGO r`x^ 1 d!C1• i o N W 0 W W lrc- pwae No t •�l Ll 14 T ®Bd/iov r S .g 094Date 2.101 2227 ,434 ozveiozi<o� o1.840� �1 z z z MOVING BOTTOM RAIL FIXED BOTTOM RAIL -2.074�i6 c0 250 DOOR SWEEP 4.939 3.750los 709 3.788 2.500 AH .189 080 .189 , N .125 03 034 15 z ra�rmN_o F 1.031 1 .688 0 7 592 .031 m 6 a a 40 SHEAR CLIP 41 SHEAR CLIP �L 6.481 - 9 a FRAME SILL drawing no. z 2A zc ®� "°_, ,c � 0 S.M.I. = SMALL MISSILE IMPACT GLASS SHAPES 2e FRAME SILL 7 ��� Bms2�hSS��eO° W04 -$O �s�®®�9G°� 777°�` sheet 7 of 8 27 4V W m �m o O H W aE �N d N w J N a�W O UNn V C>m cr MIM o o IL O el OOHM NO m N W j L6 Zul -o 02 In 2 tM w Q W m i F FRAME TOP CORNER 0 M M 3A o � I U J 0^ g J 0 rn v J LL] x mg ZOf 0 1- 2 2A 26 � tE Z L j N QN O_ I W F Y m w O N o. V) M m m W V) CL O EE FRAME BOTTOM CORNER 26 o 7 <"�o MppYgyyey o N ll H W N h" 6 q NAF 94 h. ilia CO& U p a p ry ( 6 U 6 4 iiOCtRtlBpCCND *060 c3 .7Bo—y qe, p( twee © •eBliWg4F C p � � O N � � r .730 .051 O _u 1.280 ®FA .520 • � it .524 m 0552 ®0 rn \ ~ HARDNESS = 85 SHORE A v � � e 7 = TENSILE STRENGTH (BREAK)= 1810 PSI 100 • a° h v` � ELONGATION AT BREAK = 3207 TEAR STRENGTH = 260 LBF/IN �m SPECIFIC GRAVITY = 1.45 S SOP �91 drawing no. PANEL CORNER 16 GLAZINGSCALE 1:1 31 MOV. PANEL REINF. s'/1111k,� e\e sheet $ of $ ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 EGS-551 1 FRAME HEAD 6005 -T5/6105 -T5 - 2 EGS-580 i FRAME SILL (3-3/16" HIGH) 6005 -T5/6105 -T5 - 2A EGS-581 1 FRAME SILL (3-3/4" HIGH) 6005-TS/6105-TS - 2B EGS-552 1 FRAME SILL (4-15/16" HIGH) 6005 -T5/6105 -T5 - 2C EGS-580 1 FRAME SILL (2-1/2" HIGH) 6005 -T5/6105 -T5 - 3 EGS-567 2 FRAME JAMB W/0 POCKET 6005 -T5/6105 -T5 - 3A EGS-553 2 ALT. FRAME JAMB W/ POCKET 6005 -T5/6105 -T5 - 4 EGS-573 1/MOV. PANEL MOVING BOT. RAIL (S.M.I.) 6005-TS/6105-TS - 5 EGS-572 1/FIX. PANEL FIXED BOTT. RAIL (S.M.I.) 6005-TS/6105-T5 - 6 EGS-571 1/PANEL TOP RAIL (S.M.I.) 6005 -T5/6105 -T5 - 7 EGS-574 AS READ. FIXED STILE (S.M.I.) 6005 -T5/6105 -T5 - 8 EGS-575 AS READ. LOCKING STILE (S.M.I.) 6005 -T5/6105 -T5 - 9 EGS-576 AS READ. MAJOR INTERLOCK (S.M.I.) 6005-TS/6105-TS - 10 EGS-577 AS REOD. MINOR INTERLOCK (S.M.I.) 6005-TS/6105-T5 - 11 EGS-561 AS REOD. STILE ADAPTER 6005 -T5/6105 -T5 - 12 EGS-566 AS REOD. DOOR SWEEP 6063 -T5/6105 -T5 AT TOP OF FIXED PANEL 14 EGS-570 AS READ. JAMB COVER 6063 -T5/6105 -T5 OPTIONAL 16 EGS-72 AS READ. 9/16" GLAZING GASKET SOFT PVC TEAMPLASTICS (BVC INC.) 77 TX11429E 2/ LITE - SETTING BLOCKS, 4'" LONG, ® 10" FROM EACH END EPDM TREMCO 19 28027045/7527-6011-4 AS READ. FINSEAL WOOLPILE AT HORIZ. RAILS - AMESBURY 20 T -2836G AS READ. POLYBOND FINSEAL AT MOV. BOTTOM RAIL - ULTRAFAB (.280H X .360 BASE) 21 38027045/7537-6011-6 AS READ. FINSEAL WOOLPILE AT FIX. BOTTOM RAIL - AMESBURY 22 21027045/7420-6011-2 AS READ. FINSEAL WOOLPILE AT VERT. STILES &SWEEP - AMESBURY 27 #8 X 3/4" 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 28 #72 X 1" 2/ CORNER PANEL ASSEMBLY SCREWS ST. STEEL TH SMS 30 - 2/ PANEL PANEL ROLLER ASSEMBLY ST. STEEL 1-17/16" O.D. WHEELS 31 - 1/ MOV. PANEL ALUM CHANNEL, FULL WIDTH OF PANEL (BOTH OPTIONS) 6063-T5 - 32 - AS READ. INTERLOCK REINFORCEMENT STEEL 1 1/2" X 3" X it G.A. 33 - AS READ. FIX. PANEL CLIP (AT FRAME HEAD/SILL) ALUMINUM 2 X 3 X 1/8" X 1-7/8" LONG 34 - AS REOD. RUBBER BUMPER - 1/2" X 1/2" SQ. X 3/16" HIGH 35 4430-00-08 OR W5208-NPV30 1 TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS -RITE OR ASHLAND 36 MS1847-09 1 DEAD LOCK, MOUNTED W/ (2) #6 X 1/4" FH SCREWS ST. STEEL ADAMS -RITE 37 4801 -OS 1 STRIKE, MOUNTED W/ (2) $6 X 1" PH SCREWS & PLASTIC SHIM ST. STEEL ADAMS -RITE 38 4432 OR W5208-PP30 1 DUMMY TRIMSET PULL ABS RESIN OR BRASS (PJD) ADAMS -RITE OR ASHLAND 39 TC2 1 TRACK COVER ST/Si HYGRADE 40 EGS-584 AS REOD.. SHEAR CLIP AT CLUSTERS ONLY 6005-TS/6105-TS - 41 EGS-584 AS REDO. SHEAR CLIP AT CLUSTERS ONLY 6005-TS/6105-TS - 27 4V W m �m o O H W aE �N d N w J N a�W O UNn V C>m cr MIM o o IL O el OOHM NO m N W j L6 Zul -o 02 In 2 tM w Q W m i F FRAME TOP CORNER 0 M M 3A o � I U J 0^ g J 0 rn v J LL] x mg ZOf 0 1- 2 2A 26 � tE Z L j N QN O_ I W F Y m w O N o. V) M m m W V) CL O EE FRAME BOTTOM CORNER 26 o 7 <"�o MppYgyyey o N ll H W N h" 6 q NAF 94 h. ilia CO& U p a p ry ( 6 U 6 4 iiOCtRtlBpCCND *060 c3 .7Bo—y qe, p( twee © •eBliWg4F C p � � O N � � r .730 .051 O _u 1.280 ®FA .520 • � it .524 m 0552 ®0 rn \ ~ HARDNESS = 85 SHORE A v � � e 7 = TENSILE STRENGTH (BREAK)= 1810 PSI 100 • a° h v` � ELONGATION AT BREAK = 3207 TEAR STRENGTH = 260 LBF/IN �m SPECIFIC GRAVITY = 1.45 S SOP �91 drawing no. PANEL CORNER 16 GLAZINGSCALE 1:1 31 MOV. PANEL REINF. s'/1111k,� e\e sheet $ of $ ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 EGS-551 1 FRAME HEAD 6005 -T5/6105 -T5 - 2 EGS-580 i FRAME SILL (3-3/16" HIGH) 6005 -T5/6105 -T5 - 2A EGS-581 1 FRAME SILL (3-3/4" HIGH) 6005-TS/6105-TS - 2B EGS-552 1 FRAME SILL (4-15/16" HIGH) 6005 -T5/6105 -T5 - 2C EGS-580 1 FRAME SILL (2-1/2" HIGH) 6005 -T5/6105 -T5 - 3 EGS-567 2 FRAME JAMB W/0 POCKET 6005 -T5/6105 -T5 - 3A EGS-553 2 ALT. FRAME JAMB W/ POCKET 6005 -T5/6105 -T5 - 4 EGS-573 1/MOV. PANEL MOVING BOT. RAIL (S.M.I.) 6005-TS/6105-TS - 5 EGS-572 1/FIX. PANEL FIXED BOTT. RAIL (S.M.I.) 6005-TS/6105-T5 - 6 EGS-571 1/PANEL TOP RAIL (S.M.I.) 6005 -T5/6105 -T5 - 7 EGS-574 AS READ. FIXED STILE (S.M.I.) 6005 -T5/6105 -T5 - 8 EGS-575 AS READ. LOCKING STILE (S.M.I.) 6005 -T5/6105 -T5 - 9 EGS-576 AS READ. MAJOR INTERLOCK (S.M.I.) 6005-TS/6105-TS - 10 EGS-577 AS REOD. MINOR INTERLOCK (S.M.I.) 6005-TS/6105-T5 - 11 EGS-561 AS REOD. STILE ADAPTER 6005 -T5/6105 -T5 - 12 EGS-566 AS REOD. DOOR SWEEP 6063 -T5/6105 -T5 AT TOP OF FIXED PANEL 14 EGS-570 AS READ. JAMB COVER 6063 -T5/6105 -T5 OPTIONAL 16 EGS-72 AS READ. 9/16" GLAZING GASKET SOFT PVC TEAMPLASTICS (BVC INC.) 77 TX11429E 2/ LITE - SETTING BLOCKS, 4'" LONG, ® 10" FROM EACH END EPDM TREMCO 19 28027045/7527-6011-4 AS READ. FINSEAL WOOLPILE AT HORIZ. RAILS - AMESBURY 20 T -2836G AS READ. POLYBOND FINSEAL AT MOV. BOTTOM RAIL - ULTRAFAB (.280H X .360 BASE) 21 38027045/7537-6011-6 AS READ. FINSEAL WOOLPILE AT FIX. BOTTOM RAIL - AMESBURY 22 21027045/7420-6011-2 AS READ. FINSEAL WOOLPILE AT VERT. STILES &SWEEP - AMESBURY 27 #8 X 3/4" 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 28 #72 X 1" 2/ CORNER PANEL ASSEMBLY SCREWS ST. STEEL TH SMS 30 - 2/ PANEL PANEL ROLLER ASSEMBLY ST. STEEL 1-17/16" O.D. WHEELS 31 - 1/ MOV. PANEL ALUM CHANNEL, FULL WIDTH OF PANEL (BOTH OPTIONS) 6063-T5 - 32 - AS READ. INTERLOCK REINFORCEMENT STEEL 1 1/2" X 3" X it G.A. 33 - AS READ. FIX. PANEL CLIP (AT FRAME HEAD/SILL) ALUMINUM 2 X 3 X 1/8" X 1-7/8" LONG 34 - AS REOD. RUBBER BUMPER - 1/2" X 1/2" SQ. X 3/16" HIGH 35 4430-00-08 OR W5208-NPV30 1 TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS -RITE OR ASHLAND 36 MS1847-09 1 DEAD LOCK, MOUNTED W/ (2) #6 X 1/4" FH SCREWS ST. STEEL ADAMS -RITE 37 4801 -OS 1 STRIKE, MOUNTED W/ (2) $6 X 1" PH SCREWS & PLASTIC SHIM ST. STEEL ADAMS -RITE 38 4432 OR W5208-PP30 1 DUMMY TRIMSET PULL ABS RESIN OR BRASS (PJD) ADAMS -RITE OR ASHLAND 39 TC2 1 TRACK COVER ST/Si HYGRADE 40 EGS-584 AS REOD.. SHEAR CLIP AT CLUSTERS ONLY 6005-TS/6105-TS - 41 EGS-584 AS REDO.