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SCANNED BY St. County MIAMI•DADE Lucie CMIAMI-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) w .miamidade.Qov/economy CGI Windows and Doors, Inc. 10100 NW 25'bStreet 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 (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 Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad; P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. AIISSII 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# 15-0420.08 and consists of this page 1 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. FILE CU13y NOA No. 18-0129.08 MIAMFDADE COUNTY Expiration Date: March 28, 2023 Approval Date. March 29. 2018 Y3110 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. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTIr0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Sth Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel Per ,P Product Control Exa r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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, complying with FBC Vh Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel P rez, E. Product Contra x mer NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Abroad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 10/04/17, 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t° Edition (2014), with FBC 61 Edition (2017), and ofno financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion —L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a er NOA No.18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 FI�LOOO -FIE' .129 R 000 L Ix - .552 GI Sx - .I32 INAD 1X2 MULLION 8085-TB 125 3' L2000 CLIP ANGLE 8065-Ts 'W' DIMENSION MI 'W' -.;IN. 2 1.BB8 0' 2.888 4- ].BBB 8' 5.688 Ix - .9502 IWV Sx - .6335 LYAD Ix - 2.9702 W\4 Sx - 1.4891 w\5 LOGO �.129 029 4400 Lu Ix - 2.05T4 IxA4 Sx - 1.0187 IN\D 1x4 MULLION GOBI-TB ��zrlmRn.� MULLION CLIP FOR 1 BY TURF S CGI-380 6080-TB Ix - 8.2T5T MA4 9x - 2.7588 I1 MULLION CLIP FOR 2BY TUBES 2XR MULLION CGI-395 6080-T6 I GOB] -TB s 000 Li��.—z.o00—� MULLIONS CONTAININ TYPICAL A IN PRODUM HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MUMM-DADE COUNTY APPROVED IMPACT AND NON -IMPALE RESISEA PRODUCTS. RECTANGULAR ALUMINUM B MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY WIM THE REQWREME2 OF ME 2017 ISM EDMON) FLORIDA BUILDING CODE INCLUDING HIGH MOMY HURRICANE 20NE (N0112). AEL G=NG PRODUCIS USED WIN MESE MUWONS MUST MEEF THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOW, WATER INFlLTRAION, FORCED ENTRY RESISIMCE, SAFEGUARDS M. IBM OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO ME BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTAM, SPACED AS SHOWN ON DIINLS AND INSTALLED PER M4NUF'S INSIRUCIONS. SPECIFIED NBEDMENT TO BASE MAMGX SHML BE BEYONO WALL DRESSING OR STUCCO. A LOAD DURION INCREASE IS USED IN DESIGN OF ANCHORS 0TI0 WOOD OR ALL SHWS TO BE HIGH IMPACT, NON-METALLIC AND NON-COYPRESSTBIE YATTRULS INCLUDING BUT NOT UNITED TO STEM/METAL BEGINS, TAT COME HMO COMACT WIN OMER DISMMIWI MAMAS SHALL MEET ME REOVIREMD09 OF THE 2017 FUIRIDA BLOC. MOE k ADOPTED STANWDS. MIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PHOWDE INFORMATION MR A SITE SPWFC PROJECT, I.F. UFE SAFETY OF THIS PRODUCT, ADEQWWY OF STRUCTURE MWNG IRIS PRODUCT AND SDWNG ARGUING) OPENING FOR WATER INRLTRION RESSTANCE LTC. CONDITIONS NOT SHOWN IN NIS DRAWING ARE M BE M1LLYZE➢ SEPARATELY, AND TO BE RENEWED BY BUNDING OFFII STEP DETERMINE DESIGN LOAD REQUIRED PER ASCE T FOR PAMICUIAR OPENING. PRCOUI N.BVIBFD STEP 2 USE ME COUM APPROVED GIADNG PROOUCIS MEETING W-vol A .16M.B¢TMA ABOVE LOAD REQUIREMENTS. Bu1Sy Co Ss STEP 3 USE CONNECTION M MI 9 PER PRODUCT APo .�&�� •�B APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON 912E WITH Iy STEP 4 DESIGN RING MORE THAN DESIGN UM SPECIFIED MI, aJe ProtlPMC IN STEP I ABOVE. USING ANCHOR TYPES ON SHEDS 4 h S. AND ANCHOR GRAPHS STEPS ON MIME 5 @ 0.1. SELECT ANCHOR TYPE WIN DESIGN RATING MORE THAN ME DESIGN LOADS SPECIFIED IN STEP I AB WE. 2a�e 2 F� 6WW Q MR 0 CO'R c[Gn LL��g aa�E 1 X 2 X 1/8' MULLION t 1 X 3 X 1/8' MUWON ' 1 X 4 X 1/8' MUWON �14% ,; 7 , LINEMENElmlEllmEMIMMEM t 1 Z Z m 08 q $tlC a o 1 1' 1' n I. MEMEREm 8 j,WER`l MEMENyy, rg !y, gg, wt I---1 (�JQg ut 4 S E MENEMg poo<� wo �Rm�Ncuvu�n 18vwc lu 0 Z XDIdZaNrN uuuYkl MMEMEM IDa� LL Z j u$ ¢b�f� gO Iv Ry O 0�.10 f 25 35 45 55 65 75 85 25 35 45 55 85 75 85 25 35 45 55 85 75 85 uUUJON SPAN a C iRIBUTARY MDH - INCHES TRBIIIARY WINK - INCHES _ TR80M M11H - [NCNB 2 X 4 X 1/8' MUWON 2 X 6 X 1/8' MUWON TYPICAL MULLION ARRANGEMENTS mO 3i $ 1 1 2EMEMMIME _ .$$ 1 1 O Pg 1 y1 Ell pNp of ggI 4�PR 21 . MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY.MENEM (INTERPOLATION BETWEEN WIDTHS ALLOWED)M m o ` Ell ` 11111 111174 PROWCT"via FD neewmpl7NIDwiw tlm FlmW �� �* ; 2 k BwfamRCor Amp s 1 -6417 A - J.SN 2018 _ e 85 of '�' drawing no. 25 35 45 55 65 75 25 35 45 55 85 75 B5 NBf7lwvl PivUml °'''o�` MULLIONS Rio n�E`'` ` M95-13A 7RBUIM MDH - INCHES TRIBUTARY MDTN - INCHES lllllllll 0 DNe9t 2 DT 5 VE1lnIK wLWN �j GU21ND PRDDYCI GtA2W0 PRODUCT 5 cuzwc PRDWCI 2 lIaL 130. 2 ANCHORS TYPE 'A' 130 2 ANCHORS TYPE 'B' 2 ANCHORS TYPE 'BH' 130 ll°"ivafls ,�ti n J/8' ULUON PAN s 120 120 120 :F110 50-5 110 110 OVZwO PRODDOT 111-mll, p 100 IfSu{$I yf00 iL 90 ' ti 90 i 90 CIIP ma o� O N a I AROVIRS W1 () O q j eflim 80 S 80 80 Odmp g g S 70 7{- 383/B' N PAN q>P iNRroRs nowzartu u6won Ma6 TO BE nsgaem 0 a tie V70 Ll 0 5 0 60 70 60 w50E RERAVOWA SNPE G � u y � 6 60 88 9 50 50 1 50 1 50 � 0 ry 1 40 1 4O 40 7/ '3 C✓r 30 70 DU AxcxoRs 0 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 R TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a N a 2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'C' TYPICAL MULLION ARRANGEMENTS g 13D 130 n 120 wl+w2 0 ., 120 y5- /8' NU ON Vi WIDTH (W) - 110 110 6 o—if R 5 5/8' ANCHORS 'A' 100 100 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 38- /8' MU UON SF 56 OR THRU 1BY WOOD BUCKS INTO CONCRETE a gp ANCHORS 'B' gp 3 APPLICABLE TO ANCHORS INTO CONCRETE. 80 80. 74- 4. ANCHORS 'BH' `o � e B B 9 Sp- APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BUCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS BLOCKS u 70 �. 70 ANCHORS Y k� S o fi0 80 98 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 1 OR THRU 10Y WOOD BUCKS INTO BLOCKS m 7{ 50 ANCHORS 'C' 50 1 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 40 40 ` 11111111111111 AN g 3024 30 PJ�.�i� ` �.' 8F '� tb {T i 35 45 55 85 75 85 25 35 45 55 65 75 85 PR00UCTREVISFU ' a TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a+�xwdYNm wtN Oe FIwMR =*' ;*= DwN;ycm. yy yy 9 ANCHOR LOAD CHARTS "�"�""°�B'a24.oB = :•,� 2�18` oam e a ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS. •.. ?�`•p��� M M95-13A FOR ANCHOR DETAILS AND SEE SHEETS 4 THRU 5. Q ANCHORS AT MULLION ENDS I .A11�omc1 S/,D,Nn� 1 OR S WIDTHS (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ,neBl 3 of 5 "cuzwo -' Pfl001MT PNCIIOR ErN� /I CU.LNO GUZING PROWCi PRODUOi uuwOx ssAx 4 ANCHORS TYPE 'A' 4 ANCHORS TYPE 'S' 4 ANCHORS TYPE 'BH' Ail�cxaRs 5 130 130 3e 130 /e' �V A 120-5 38 /6' 120 120 O 63 50-5 6' 36- /6' 770 III, 74- 4' MU 14 110 56' 110 CWlNO PROOUL`T GLAZMO PRODUCT �i 2 ` 8� 100 100 uK.100 " 96 10 4• 50-5 6 MV SPAN BO 90 I ] 1/ 40 IXP AXCHOR6 O (�� 1 6. gg W1 W2 O' Q t%i 60 z 1 BO z OB d 80 z 63CUP MOPEONDL YIIWON O LLs G o 6 70 70 70 C @ ANCHORS TOO BE INECRABED QO; (g�7 9a 6 2 PIN 7h REARCHES NR E p Y TTa 60 60 60 •• PNUCT G �LLQJ[ Q 84 50 50 50EPI OL� NICNOR !I 2 o rr�6b 40 40 4D Pe c JO 30 J0 ctODUC PRODUCT GLAZING CUBING PRODUCT CkllCNORS � 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 JS 45 55 85 75 85 0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES MILLION SPAN v 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 130 130 TYPICAL MULLION ARRANGEMENTS S T 120 50 5/8' iD3 A 120 W1 ♦W2 WIDTH (W) ' 2 g p3 P, tm tto 'A' t3 $= 100 ]B-3/ 100 t/4 ANCHORS APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �y i OR THRU iBY WOOD BUCKS INTO CONCRETE 80 80 ANCHORS 'R' � APPLICABLE TO ANCHORS INTO CONCRETE 60 80 ANCHORS 'BH' `o R TM ]0 63 70 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS E c o 13 N AN 74-1 ANCHORS'RF" 60 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 64 OR THRU 18Y WOOD BUCKS INTO BLOCKS 50 10 So ANCHORS • ' S APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES C o = 40 40 \11111 Illl 11 JO 10 . Y:' VCFN66 '•. �i ''.• W 25 35 45 55 65 75 85 25 35 45 SS 65 75 85 PRODIICTPBVISFD t - TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES uo pIftwhh"Flmtls ] y NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. ANCHOR LOAD CHARTS Aw«H,�roml ? DA *.JA 6 1,�Im D.m '7D24 OY �� 2018 *_ JY aF � DH,:' O k 9 a; $ tlrowing 3 M95-13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 4 ANCHORS AT MULLION ENDS ""'°'" `TKO (IMERPOlATION BETWEEN WIDTHS OR SPANS ALLOWED) : ANAL\ eNeel3. oT 5 I/ ANCIE 2%2%1/B• ALUM ANGLE / 14 S.M.S. 2/ ANGLE, MULLION .- BM Ofl 2BY WO0O BUCK MUWON R%2 %1/B• uUM INGLE NO2-e/e 4• . a 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2` TUBE MULL 2 W2 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL 2 X 2 % 1/0• A UM ANC E / f1 S.M.S. 3/ ANGLEI MASB+RT • CONCRE OR MASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4' & S' TUBE MULLIONS 3 2l1a..RMe GUI w.0 4 •4� KBTCH MOOD BUCK ,I/ ANGLE 1/4' 0 ULTRACON .TO ACCOMODATE MUWON CUP 9. .. WWOR CUP 2/ ANGLE :CLIP.ANOLE TO KASCNRY T. z -- ----SWW II IIi3O ____ _ •„'j/4' 0 UL1flILON f�f{ I��+� u ____J—___— _ •• • ° n �-- yl IT ---_ __----- 11 M agp10 O atl°o Ox YIIWON MUWON .___ LLI{��}� pF WWON d •• • CONCRETE OR Q a NASONRY BLOCKS IBY OR 2W IW OR ]BY MUWON MVWON WOOD UCK WOOD BUCK S B°' a' d .•' ' .. MUWON GNM 3J� 3 n t7 g U -M II II I I Fj S MUWON I I I 8 I I ' SEE SHEET 1 FOR APPLICABLE MUWON CUP TO n a I I MY OR 20Y TUBE MULLIONSo o F itl ir--------------�i AND FOR FABRICATION OPTIONS OF MULLION CUPS ii 1: NOTCH CLIPS To :I II Ofl WIIMRBIE LL ` YA 11 �112Ad'' �cL ➢ROWC RBVISW . di • d AtCtcmlNml�No118.0 29.D@A �� . /. �T HIS • * II 3 I 6 P , yOq B imn fAm � TATE OF •[(/� dm.lnS n0. susT. corvc' . ` �'! 1 •' I/4' M ULTRACON B� !I?,oR�D�: °60' M95-13A .• f ANCIE Mien omeFmu[I ' 0 `` / llhl NAl\\4• sheet 4.loi 5 0 Cq 1 Opp�c WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WON. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O N AND TRANSFER THEM TO THE BUILDING STRUCTURE (% o� ACCESS HOLE o 2 OR K ANCHORS TYPE'C' METAL STRUCTURE TYPICAL ANCHORS: BEE E .roR SPACING SEE SHEETS 3 4 O.OR O 6 TYPE 'A'- 1/4' 01A ULTRACON BY 'ELCO' (Fu-177 Mi. Fy-155 N51) MR CAPACRY TUBE MULLION C �✓�yq LL N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ----------- ------------- Z - 1-1/2' MIN. PENETRATION INTO WOOD Q bE THRU 1BY BUCKS INTO CONCRETE C� 1-1/4' MIN. EMBED INTO CONCRETE--------------------------�y$ ry TYPE 'B'- 1/4• ❑IA ULTRACON BY 'BLCO' (FU-17) KSI, Fy-155 KSN L DIRECTLY INTO CONCRETE 5 s 1-1/2' MIN. EMBED INTO CONCRETE THIS SCREW CAI BE I /14 % a/4 FH SMS INSTATED IN ERHER I 1 PER CIIP AT In k i%! MU. TYPE 'BH'- 1/4' DIA, ULTRACON BY 'FLCO' (FP.IW NSI, Fy 155 MIT gRErnox Qpl �• i 2 PER CUP AT 1ARGER MUWONS % DIRECTLY INTO HOLLOW BLOCKS W W 1-1/4' MIN. EMBED INTO BLOCKS I c MUWox THRU 1BY BUCKS INTO BLOCKS 1/8' THICK ALUM CHANNEL j 1BY OR 2BY TUBES u:NcrN Fir SNUG .2 O �n N 1-1 IKS 4' MIN. EMBED INTO BLOC I INiO MUWON W w� 3 M TYPE 'BF'- 1 /4' CIA. ULTRACON BY 'ELCO' (Fu.177 NET. Fy 155 MI) DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO BLOCKS ANCHORS DETAIL 41 V o y GE THRU 1BY BUCKS INTO BLOCKS METAL TO MET& CONNECTION 0 1-1/4 MIN. EMBED INTO BLOCKS TYPE 'C'- 014 SMS OR SELF-DRILUNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063_T5 MIN.) k STEEL: 1/8' TIAN. MIN. (Fy - 36 KSI MIN.) - R (SIEEL IN CONTACT WRR ALUMINUM TO BE PLATED OR PANTED) TYPICAL DISTAN INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. ° - I?a INTO METAL STRUCTURE - 1/2' MIN. F a WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEM, SILL OR JAMBS TO - 3000 PSI MIN. 1L1u uNI1 C-90 NOLLOW/FlLLED BLOCK AT JAMBS V. 2000 PSI MITI511 20�e l Uzi! MCOUN MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS, INC. SCANNED 10100 NW 25 Street Miami, FL 33172 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: I . Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed %" at Head/jambs & %" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Units containing 90' & 135' exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMDADE COUNTY �b\�6 NOA No. 17-1218.20 Expiration Date: September 22, 2020 pp11alDate: rMy CGI WINDOWS and DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings dfi§ions. 2. Drawing No. W10-31 Rev L, titlIddlSeries ".Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared byAlPFardo4 Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' comers, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 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 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & 03XX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by Ram sh Patel, P. E. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 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 6)' Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test ReportNo. iTI'L-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked -up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. 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 "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `ButaciteO PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC Vh Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. haq L Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-2 CGI WINDOWS and DOORS. INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6' edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-3 THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOD DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF ME 2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL 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 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Lo. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SFAUNG AROUND OPENING FOR WATER INnLTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING PRE TO BE ANALYZED SEPARATELY, AND TO BE REWENED BY BUILDING OFFICIAL INSTRUC11ONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WAND LOAD REQUIREMENT RASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE T STANDARD. STEP 2 DETERMINE DOOR CAPACNY ROM TABLES ON SHEET 13 TOR THE GLASS ME AND RONFORCINC TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIRED IN STEP 1 ABOVE STEP 4 THE.M WEST VALVE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. N01AUCP11EVMW rowplTleENIA IMFIvyA A.,pj Ctl Aaeptuce No I'l-IZIC.0 E'+W1✓:r laAn+ ` �CurM Z. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 10I0 amwmg no. W10-31 F 3 TIMOR JAMB ANCHORS 6' J• (8) ANCHORS �CCLUSIFA SHOWN n N 14' _ 3 TRACN r HEM ANCHORS DOOR FRAME WIDTH HUD ANCHORS 14' WAX. ANCHORS IN PARS 48 1/8' 2. 3 OR 4 PAIRS HEAD/Blu AT HUE/SILL/JAMBS AT STH-E FNOS SEE SHEET IS NOR. PANEL WIDTH _ FASE MUNTIN SEEJCHART ON SHEEP 15 R = arnowv. A C E FOR cAPMnr CORNEAS _ REINFORCING NTERLOCKS LOCK r' ii H F1 RAT. FOR WAACCRY % M 2 I/6J / IE 2 POINT SINGLE LOCK 42 1/6' yy.L OP9 11I O.L. OPG. SEE SHEEP 24 FOR OESCWPTION PIE -lF �$Wgy i� 33� I I I SILL TIDE 82 ANCHORS 48 1 8 / /ySfE BMEE1 2, 3 OR 4 PAIRS ._. ..._.--- AT STILE ENDS IWO CONC. 48 1/8' _..._ __. PANEL WIDTH 12 h OEWL M ON Al 3 V.C. SEE CHART ON SHED 15 FOR CAPACRY TYPICAL ELEVATION TESTED UNIT o I—`PENING D.LO HUCM a DOOR FRAME HEIGHT - 9 11/16' D.LO. WIDTH NOD. PANEL WIDTH - 6' PANEL HEIGHT a DOOR FRAME FUCK -1 3/16' ancc, aa/ POCKET JAMS MCM04S (SEE SHEEP 23 FOR M. INSTAMATION) FAuOUCf RAVISFp J TRACK Aw Wwll�dw FlwY1 4u ANCHORS �tl AeepMn<e Ma 1742 •7.0 Eq%n8w 11m. is PmiPHCbW MAR 0 5 1019 W10-31 2 M JAMB B1 ll D1 L_11 u � 6, u 0).. Wmowm M.. lRmaau (pmawv (TESTED UNIT) T PI REFER TO PAGES 14, 15. 17 k 18 FOR WEEP SIZE. 2 TRACK 2HM ANCNOPS FIr POCKET JANB PNCHORS MaACK M SILL ANCHORS kODDVC( �INCao6N 1461I FLIy AaeyHaan No 14pyaf a Beu�aa �O M.ld N OPENING O.LO KOGHT a DOOR F E HEIGHT — 9 11/16' O.LO. WIDTH - NOM. PANEL WIDTH — 6' PANEL HEIGHT - DOOR TRAHE HEIGHT —1 3/16' MAR 0 5 2018 k Hii - 1 Onwing no. wi0-31 14' EIITEAWR 149 5/16- I• ANCHORS IN PAIRS AT HEAD/SIW,UUBS WIORI Q I !II II 1� !IIII� II I � TB) M'CHORS LUSTER SHOWN `� -- F]REROR ] TRACK HEAD ANCHORS NERD ANCHORS IL NFAD ANCHORS 2. ] OR 4 PARS /N NEAO/SILL 2 OR 4 PARS AT STRE ENDS AT ]' O.C. SEE SHEET IS AT CORNER STILE ENDS SEE CHART ON SNELT 15 6' WAX. NFAp� SEE CH.VIT ON SNEEi 15 1 MR CAPACRY FOR CMACM SILL CORNERS I I !11111 I I - _ ,Illli I - _JF REINFORCING AT INTERLOCKS M IH H 0 OPRONAL SEE WRY] AACC MR N T- 2 POW 1/0" T� h DOUBLE LOC SEE SHEET 2FOR DESCRIPTION S2 42 1/e'2 1/B' .L OPgI D.L On..L On. US cy§�d B D F x I-_ 'OCKEI I `,_- _ _ C - SILL ME B2 ANCHORS SILL TPE B2 AICNORS 1/5. 45 1/B' IB 1/5' 40 V. iANB ANCHORS 2 OR 4 PARS 2, 4 PARS� PPNEI WIDTH PANEL WIDTH AT CORNER SALE ENDS. AT STILE ENDS PANEL WID°1 PANEL WIDTH '^ ] MUCK SEE CHART ON SHEET 15 AT 3' O.C. FOR WACIIY SEE CHART ON SHEET 15 JANB ANCHORS FOR CAPACITY ' ' �6'• 11' ]' (4) ANCHORS ��qR F��pR n 3 § 1w: J (6 PNCNon� ] ClUS SHOWN TRACK n ( SEE SHEET 22) SILL ANCHORS (TESTED UNT) TYPICAL ELEVATION L� �A�=4Rrnwcrcev® -pd;.iq ,3ua NR n•1111r•k MAR 0 5�W.devml XXX (SHOWN) OX% XO XXX (PEVEASE) XXXXXX (SHONN) OXXXXO XXXXXO (SHOWN) OXXXXO ANEL W901H NON -PONE. INTERLOCKS --� -r SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' @ 135' CORNER STILES I p 111—� �VV Z Z 0 2 LIMIT MAX. DESIGN LOADS TO *60.0 PSF q6q S 0IL PCDE rHPI 3 M V booDp 0 0 dyQ �g N aas� ` L �J W. mi Po IJS CO"ER ODDS."P ON SHEET 22 OPTIONAL IN UEU OF JI m 7m 10 r� O @—� - NONNON-POCKS �RETZ(QTZOORSOOORE (NON -REINFORCED SHOWN) SEE SHED I] FOR OP AND RDNFORCING OPTIONS THREE (3) TRACKS EXTERIOR v v v v knJ 9P CORNER DUAL '0' ON SHED 22 NON-REINF. INTERLOCKS 13S CORNER MAIL 'P' ON SHEET 22 O"ONAL W UM OF J SEE CHART ON SHEET 13 EXTERIOR 9O CORNER OCTAL '0' ON SHEET 22 NON-REINF. INTERLOCKS 13Y CORNER DUAL 'P' ON SHEEP 22 ME CHART ON SHEEP 13 OPTIONAL W UEU OF J NOTE: MAR 6 1Q�B 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCWI E PER FBC. PXXX(SHOWN) XXXP PXXXXXXP (SHOWN) PXXXXXX(SHOWN) XXXXXXP o- �L PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONR POCKETED DOORR (NON-RDNFORCED SHOWN) SEE SHEET 13 FOR Dp AND RONFORGNG OPTIONS THREE (3) TRACKS POCKETS ME NOT PART OF THIS MPROVa AND TO BE RCODNED BY ^L Q EXTERIOR CGI YV CORNER DIUML '0' ON SHEET a 13Y CORNER DETAL 'P' ON SHEET 22 OPTIONAL IN DELI Or J - _ DOOR FRAME WIDTH RF. INTERLOCKS Wr ON SHEET 13 90' CORNER DUAL 13T CORNER DETAL OPRONA. IN LOU or DDDR RNF. INTERLOCKS MT ON SHEET 13 22 THIS APPROVAL QUALIFIES DOORS WITH'.APPROVED I CONFIGURATIONS SHOWN WITH 90 AND 135' CORNERS M� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 •V ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES 0 LIMR MAX. DESIGN LOADS TO 360.0 PSF F R: e 0� D c imp 0'a�q�q L6 RG LLzW=� S c i e pw a c O N W y Nan O3: ...n ...... MKlnnre e..,...._ 11 O 41f ow=glen O EXTERIOR. O DO CORNER DOL '0. ON SHEET v O PANEL WID1N O N IIIII I ITTTE ec 133' CORNER OEWL'P' ON SHM U OMONAL M UN OF J ��` �P'VG N0F'•., 1 8 1. NOTE:CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. MAR O 520 =*� NI 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Emwing nG. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Jj,•2 D�,:•pl�'C vii-3� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FSC. .'rTO A E� `� Oxo(SHOWN) OXO(REVTASE) Oxxo xxxx(Sim1w) wE 7r= W. a [ 0 i r2o; L0m m BP CORNEA DETUL '0' ON SHEET 29 13T CORNEA OCTAL 'P' ON MINT 22 OPTIONAL LN UEU OF A 97 CORNER DRWL 0 ON SHEET 22 RN 13Y COER DUAL 'P' ON SHEET 22 OPTIONAL IN UEU OF A THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE SDLE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF PROVED CONFIGURATIONS NOTE: MAR 0 6 2als NON —POCKETED DOORS (NON-REWFORCEO SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Op AND RDNFORCNG OPTIONS 2, FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (2) TRACK $ 3. FOR ANCHOR DETALS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. PRODUCrmalwo ..pIywdl4 W &" bd,S,ce Ampluce No 2 20 it,w m ..,5� Oki, 0 y F pIp " �6 l O o: 0t 0 oR boa 00 eIIs �11�11811 W10-31 DOOR FRAME mOTH �7 L I I rQr[ Is I $ I y I PX (SHOWN) XP POCKET CAVITY NOT BY CGI NOT PMT OF THIS FICA, DOOR FRAME WIDTH 1 I I lY I�I 1 L Q E%fERIOR MR FRAIIE -; L I J I la 1 L J PXXP DOOR FRAME I`� �s 1r❑ 3R {{ ,TR FdE j 1gM M 1 I I PXXXXP MR�FRAME MOTH � I L N M � Y I I L PXXXX (SHOWN) PXXXO XXXXP OXXXP POOR FRAME W. F L I I I N I I PXX (SHOWN) XXP DOOR FRAME WIDTH pap �1 ly �j L J O EXTERIOR J1 SO CORNER DDAL 'O' ON SHEET 22 13V CORNER DDML'Y ON SHEET 22 OFMOWL IN UEU OF J1 INTERLOCKS ON SHEET 13 EXTERIOR 11 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LImR MAX. DESIGN LOADS TO *60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-REINF. INTERLOCKS %SEE CHART °N SHF£T I] I QI) V 90 CORNIER DDNL'0' ON SHEET 22 IDS' CORNER DUAL'PON SHEET 22 OMNAL IN UEU OF 4 MR FRAME WON V IV BO NRNER DUAL'0' ON -SHEET 22 13T CORNER DETAIL 'P' ON SHED U OPTIONAL IN UEU OF J ORRODUCEREy,M 6h'-L P ".ftdwr w& ,"Aft. ta NoN �,z2, E'R YI- 4 POCKETS ME NOT PART OF THIS MPRDVA MD TO BE RENEWED BY AHJ. PAR 0 5 1018 Z z t q` °a y o, O Gmg Oopt" 0 O HOo O 'a tam LL Z 2, it, all ITTYIIIIlIti lS POCKETED DOORS (NON-RBNFORCED SHOWN) . SEE SHED 13 FOR Op AND REINFORCING OPTIONS fl°,_•�Iq '�O•� 5 5 e OOORI FRAME WIM xxxx (SHOWN) oxxx xxxo XXXX (REVERSE) XXXXXXXX (SHOWN) Oxxxxxxo r- NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHED 13 FOR DP AND RIWFORGING OPRONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22, ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 0 5 10IB A—, vim amwm9 no. W70-31 XXXXXXXX (SHIM) oxxxxxxo XXXX.XXXO (SHOWN) oxxxxxxo APPROVED CONFIGURATION NON-POCKEFFD DOOR (NON-REINFOCM SHO'NN) SEE SHEET 13 FOR OD AND REINFORCING OPTIONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMB MAX. DESIGN LOADS TO 360.0 PSF RV CORNER DETML '0' ON SHEET 22 135' CORNER MAIL'P' ON SHEET 22 OPTIONAL IN LIEU OF J BV CORNER DETAL '0ON SHEET n 13T CORNER DETAIL 'I' ON SMEET 22 OPTIONAL IN UEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. MAR 05 NNDUCCII vww Nmyetsm QI�wR\Ib PWII{ AasAus:eN��p R��AIV hM 2 �..0 Y O e �� 0o 0. 9 zo9 O � agar O n0gill sa 411. Inowing no. W10-31 OOOflI as AH aC H (� $ $ I M H PXXXX (SHOWN) XXXXP ODOR FRAME MOTH �I I� I I N I DOOR FRAME WIDTH �©� 900,721-1 © I : L J PXXXXXXXXP (SHOWN) APPROVED CONFIGURATIONS_ POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCXETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY M. THIS APPROVAL QUALITIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF EXTERIOR O0 CORNER DUAL '0' ON SHEET 22 IMF CORNER ODAR 'P' ON SHEET 22 OPTIONAL IN NE11 OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DFSICN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPNCABLE PER FBC. bi u �WpUb{�1� fI�Y PLTW p�nyov( e4arBr+ IobNC�'d 04R082018 4m Z h F�a a a� 0 AGD z0 :� LL b_ .Jasj 4 622 crowing no. W10-31 DOOR FRAME WIDTH L i H /-,�j NV H I H I GS I y I Pxxxxxxxx(SHom) XXXXXXXXP OXXXXXXXP POCMET CAMTY NOT B NOT PART OF THIS DOOR FRAME WIDTH PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONS_ PD HETT` F�OOORG (NON -REINFORCED SHOWN) SEE SHEET 13 MR Dp AND RONFORONG OPTIONS FOUR (4) TRACKS POCKUS ME NOT PART OF THIS APPROVAL MD TO BE REVIEWED BY AHI. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90- AND 135- CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90 & 135- CORNER STILES LIMIT MAX. DESIGN LOADS TO t80.0 PSF CPRON& IN UEU OF J vl'IWN4. IN uw Df J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABIE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCASIP PER FBC, MAR 05 am.ing no. W10-31 GLASS CAPACITY CHARTS O " 3 m k I �N` NON. PANEL WIDTH IL N O V �W. NOM. PANEL WIOTx " aOi CI D. Np W aad NON. PANEL WIDTH g c g8 L ^ NOM. PANEL WIDTH B6' 00 W R v G� c OFNo " N ONM a PPPDCABLE FBC EGRESS REOUIREIAENIS TO BE REVIL'NED BY wROOBCTRRyT(Py AwIPnAn W 1 1Zf '�ff ep nw ny! B+Pyyye OII`� o C C k 4 t4A IaA.oO� gp W.uw �d3$ NOTE: GLASS CAPACITIES ON THIS SHEET ARE m EGA BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION a : DECLARATORY STATEMENT DCA05-DEC-219 0% I III .11' iATEOP A" ArOwm9 no. SILL RISER REM$ EB OR Ee,1 ME REQUIRED FOR LOADS p-' W� 0-3� ABOVE +60.0 PSF ONLY. 'fONAI �``� wreRmcla wremACRs 11 IIA'II sheet13oT 28 w q Berta. Wan Relxe. 0851ON LOAD CAPACRT - P8P (OLlSe) Ky P.001 vOM vYAm pppe IPUR IBIO NGrtA NyOFp OP PN¢L9 �T^ CLA4lI iYPE9 'AI' CLV59 iYPE9 'Ol' INieR1ACC9 N/0 RSDiP. INTBRmCKe 1fITR RRINP. fNl. 1 IM. -) FM. 1 IM.I- a+-I/e Jo-t/e J0-1/0 Ia-1/B M-1/B v-t/e Ba 10 eo.B m.o eo.B m.o to m.B m.o eoo No 10 m.0 e0.0 m.0 m.0 10 mA m.0 m.0 m.0 to m.0 m.0 80.0 00.0 B ev m.J Pla ala z1-I/e e0-1/e e 1a-1/0 b-1/e H-1/e � to m.o m.o mo ea.B ID eao m.B m.a m.B 10 B0.0 mA m.0 m.0 10 m.0 m.0 mA m.0 ID m.c m.B mA m.o a m� ev .na PL1 a-t/e m-1/e Ae-1/e +x-1/e +e-I/e m ID m.o me m.o mo tD ea.o eqo m.o eo.o ID m.D Ao.B m.o eB.o ID m.o eo.B eo.o eo.D B m.B aqe m.D m.B z1-1/e m-1/a Je-1/e Iz-1/e u-1/e oe to m.B m.B m.e eo.0 ID ma eoo m.o eB.a to eBA m.B m.o eo.B to m.o m.o m.o eoo B m.o m.o eao eqo 'A'. cuss tees '8'. 'AI', 'el' INtBRI.00K9 1ILN ItBINR. FMi. 11 IM(- z1-1/e Jo-I/e Je-I/e +a-1/e Is-I/e e1-I/e 103 to - - m.o m.o la - - eao mo la - - m.o too Ic m.D m.o to m.c eo.o B SIA eM a+-I/9 JO-1/e Je-1/e Iz-1/e +e-1/e eJ-1/e 10e 10 m.0 e0.0 to m.0 0A0 m - - m.o eqo to - - m.o eoo to m.B eB.B B - - sIn e1w x1-1/e Jo-l/e Je-1/0 a-1/9 u-1/9 111 to m.o 000 to m.B eo.o to m.a eqo to m.a mo B m.B eo.o a+-1/e Jo-l/e Je-1/9 Iz-1/e tzo to m.D m.D to m.o m.o to m.o m.o to m.o eo.o m.B eo.o t 1 3/18- ANN, GLASS 3/16- ANN. GLASS W5' Intetloyer .OT5' Intetoyer Sable CP With PET Coro - SaGee CP With PET Core O 'Eastman Chemical Co.- By 'Eastman Chemical Co.' OR 090, InteHelm, 090' Interi SPIN. Clear And Color GNP. Sallee Clear And color Close By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR DR .D9t,GTh, er ben Kn 3/8- AR SPACE W. Sentry InteriaYer Kumray AmerieP, Inc.' 'Kumray America, Inc.' OR OR ONG. Intetloyer J/Ill' TEMP. GLASS 090' mteneyer Trosifol PAS Thantol PVB By 'KUmray America, Inc.' By 'Kumray America, Inc.' J/18' HEAT SIREN'D GLASS S/16' HEAT SMEN'D GLASS SILICONE GE SCS 1200 DOW CORNING 8999 SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 893 DOW CORNING SOS Y1 YI XL EDGE SPACER n n ST. STEEL BY 'CARDINN.' OR DURISEAL BY 'OUANIX' Ill O SMING BLOCKS AT 1/4 POINTS ON LIES O OR SUPER SPACER BY 'OUANEX' a t WIDER THAN 36' EPDM t SERING BLOCKS DUROMETER 6535 AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8525 GLASS TYPE 'A' 7/16- OADRA L LAM. GLASS GLASS TYPE 'Al' 1' OVEPAAL INSUL LAM. GLASS 3/16- HEAT STREWD GLASS 3/16' HEAT SMEN'D GLASS W5- Nlmlaya r WS- Intetloyer Solbe CP PEf COn Sable CP Win PET Gore O'Ess men Chemical Co.' By 'Eastman Chemical Co.' FR 090' fled Mir O* Pllem ScTMK Color Glau $O Md Lalar Clore A 'Eastman Chemical La.' By 'Eastman Chemical Co.' OR 20- AUm.yer J/B' AIR SPACE .090' Intetloyer By Kumray America, Inc,' ByS. .Kumr.y Americc. Inc.' OR OR 090' moncyer 3/16' TEMP. C1A55 090' Intetloyer T.NNI Phil Twellol PVB By 'Kumray, AmerRm, Ina' By 'KuwwY America, Inc: J/16- MEAT SMEN'D GLASS O/I6' HEAT SMEN'D GLASS p F �u Y`1 SILICONE GE SCS 1200 DOW CORNING 899 SILICONE CE SCS 12M DOW CORNING 899 DOW CORNING 985 3 DOW CORNING 995 Y1 Y1 XL EDGE SPACER 'CARDINLL' SETING BLOCKS n ST. STEEL By AT 1/4 Po6NS ON LMTS OR WIDER TNW 36' DURASEAL By'OUNI Ci EPOM A: OR O DUROMEI[A 6535 O SUPER SPACER BY 'OUANIX' W a 1 TT1/4 PO MSSALI. SIZES jW( 5W1 EPDM OUROMETER 8525 - A a TYPE 'B 7/I6- OVERALL LAM CLASS GLASS TYPE '131' 1' ovowL 615UL. UN. CUSS MAR 0 5 eOODBCEITEYESNI plyNeed,susehadiAccipi.... e ZWee� EeR(r4rieP rite a 422141_ e_ ttit , I.I 1 L. Ff IL Oro otag i LHk.H drawing no. W10-31 3 KSI CONCRETE 6. V U u ANCHOR TYPE A INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOTE SHEET 1 DRDIGN IU.N CMAOISY - PSF ("CHORB) Pun NLINi1DOM RBUR WCNoRO (n'Pa l B 4 CI Sall,WCHORS (TYBH DR) PI°{/MD°OCX AT DU9 CRUNRR 6ThC/NRNIXMTpW m.N)Yxr.N)eKr.N7 B e eM,f47 e 1]IT.(♦) e m.N) 24-+/e i0-1/e 3°-+/e 4a-1/a 4e-+/e 60.0 e0.0 - - e0.0 - - - - Te.a ...a - I - en) ao.o - ROD - ei.4 80.o - 2 - io-1/B 1/aa0.0 - - 60.0 - - - - J71.1 - ]I.0 90.0Ia-1 e0.0 84.1 e0.0 e0.0 - eoe a0.o .0.0 )1.1 J1.1 613 T1.1 T1.1 b-1/e °0RI - - MR3o-+/s e0.0 - 75.6 eo.0 - 80.0 - eRI 80.0 - - 00.J $0.0 ...a e6.7 a0.0 e0.0 .1.7 e0.0 e0.0 24-1/8 io-1/e 36-1/a 4a-1/e 4e-1/e °B solo - - 80.0 - - Oi.e solo - 62', 80.0' - 03.9 ea.0 - 00.8 60.0 - MR 80.0 80.0 e4.0. 00.0 ROD 61.0 77.0 80.0 40.3 Ti.e e0.o 24-1/e 3o-1/e a°-1/e ♦a-1/a s4-1/e +% eaA ".a 60.0 - - 5B.i eo.0 60.0 50.2 Roo eo.0 e2.7 e0.0 Bo.o "m ROD W+. ♦7.° eo.a 604 4aa eo.0 60.0 bd 54.4 54A 42.0 544 e4.4 a4-1/e io-1/a ie-1/e 4a-1/e b-1/B 0.1-1 9 10B a0.0 60.0 e0A - e0.0 - - ae.1 . a0.0 60.0 ao.0 4..1 MO a0.o w.6 "D 60.0 00.0 w.e 00.0 eo.0 fio.0 4242 eD.a solo 41.e a4A a4.4 ]BA a♦A 34A 34-1/a e0-1/8 42-1/e 4e-1/6 eo.o 6.0 .a 0. lo o.0 51.0 .D. .0 4..2 .0.0 ba eDa ...o Ova .o.o 00.0 41.e e0.0 60.0 i1A e6.1 00.0 R4-1/e i0 38-1/8 42-1/e +20 eo.o - - 00.0 - - .1.0 e0.o e0.o a4.0 60.0 .0.0 4.0 00.0 solo 463 00.0 0.0 411 60.0 00.0 40.8 .0.0 00.0 & INTER LOCK ENDS DI .'.. aRLa SEE CHART 18Y WOOD BUCKS & INTERLOCK ENDS AT TOR OVANHART LL [IV NOTE SHEET f SEE CHRITT & INTER ..3.5/@•. ..�EOP OVANTITIES. TOP .__ r3 KSI rV M u E3 p g1 �V L, u L3 I i1 r ALL S126 B IN. W. d8 N. HT. ANCHOR TYPE A iz THRU TOY WOOD BUCKS ANCHOR TYPE B S DIRECTLY INTO 3 KIM CONCRETE ANCHOR TYPE C g INTO METAL STRUCTURES �ji B INTO 3 KSI CONCRETE s 9 OR APPROVED MUILONS WOOD BUCKS AND NETAL STRUCTURES NOT BY CCI WINDOWS INSTAUATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LORDS IMPOSED 8Y CIA21N0 SYSTEM ANO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TRANSEEP THEM TO THE BUILDING STRUCTURE SID. FRAME NEAR AND SILL TYPICAL ANCHORS: SEE ELEV. FOR SPACING - , - , - -AT NRAD- - - - - . - . - -AT JAMBS- - - - - -I 'FICO' F TYPE 'A'- UP % i-y4' ULTRACON BY 'ELCD' D-177 KSI, Fy'1B6 K4) I TYPE 'A'- 1/4' Ole. ULIRACON RY (Fu-ITT M. F"155 KL) THRU IV BUCKS INTO CONCRETE INTO 28Y WOOD DUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2- MIN. EMBED INTO CONCRETE I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1 /4' Y 3-1/4' ULTRACON BY 'FLCO' Q%-IA M. FI-155 KSI) TYPE 'B'- 1 /4' DW ULTRACON BY 'ELCO' (Fw1n Do. h-153 KSI) DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC. OR MASONRY - 2' MIN. EMBED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I TYPE 'C'- 1/4' DO, SIEVE DRILLING SCR (GRACE a CRS) TYPE 'C'- 3/4' DIA SELF DRILI IING SEEM (BRNIE S ORS) INTO MAAI-DADE COUNTY APPROVED MULLIONS INTO MAJI-0ADE COUNTY APPROVED MULLIONS OR I OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (MEAD/SU./JAMSS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-75 MIN.) STEEL: 1/8' THK. MIN. (Fy a 36 KSI MIN.) L- (STEEL IN CONTACT WRH KUNWUM TO BE PIATED OR DARTED) - I1 STEEL 1/8' THK. MIN. (Fy a 36 KSI MIN.) J L - (STDL IN CONTACT WITH NUHWUM TO BE RATED OR PAW D) - J -AT SILT. I TYPE '82'- 1/4' DIA ULTRACON BY 'ELCO' (IF,-1TT K5. "155 KB) -- ANCHOR FIM OKTAN EB INTO CONCRETE OR MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MN. P ODCFMEYBMI e"�P41Yei6tlFill J L- _ _ _ _ WOOD AT HEAD OR JAMBS SO - OSS MIN. CONCRETE AT HEAD. SILL OR JAMBS Fa - 3000 PSI MN. beee1e,RM. NOTE: C-W HOLLOW/FILED ELOCK AT JAMBS I'm � 2000 MMIN. ER�I Ihev17�YP1 ANCHOR CAPACITIES USTED ON THIS SHEET TO BE USED IN CONJUNCTION SILL RISES SEE SKEETS 14. 15. 17 & 18 MR OPTIONAL SILL DETAILS A. WITH GLASS CHARTS ON SHEET 13 AND SKEET 13 MR CAPACITY Mer✓TibP CoR LOWER APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPUCABLE u FRAMES. ANCHOR TYPE 3 yy ANCHOR TYPE B TO 2 AND 4 TRACK DIRECTLY INTO 3 KSI CONCRETE 3 DIRECTLY INTO 3 KSI PLEASE SEE FOLLOWING SHEERS FOR DETAILS, PO M N HARDENED TYPICAL ANCHOflS FOR Luis. m Z m n Fqss S sC R 0�` D O�A 06W.0 0 aqpq Q �G LLzM drawing 00. W10-31 11 ] KSC CONCRETE 5V Lm u ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOTE SHEET 1 §lm 9 DESIGN WAD CAPACITY - PSP (ANCHORS) r mm ouoR READ ANCHORS Me 1. B Y C) SOL ANCHORS ITYYB 112 BiIC/MRRW(D69 WMG M CJIRiq Al SIOC%OFNA46I DD9 m.H)Ivr.(4)Cffi(e) e e4 IM. - oW.(q e .1 e 1]OI - 24-1/B Ba-1/e N-t/a W.0 BOA a..o Bo.o 72.4 111 - dalfiO.O - BSA 1,0.0 - Os4 6aa - eta e0.0 - 6.1 Solo SD.O 2. /a ]O-1/B 3s- /a 42-I/e Ae-t/e eA-I/B BT I ... - - Solo BO.O - - Sala 75.5 aO.0 - 71413 °e.0 - 67.8 Salo - 64.3 N.0 - 02.a e0.0 - go., Bob. Solo 0.4 so.0 1 80.0 1 53.3 1 So,a Boo 24-I/S ao-I/e 42-+/6 2-t/e w-I/a a4-+/6 B0 solo - - 40.0 - - ]oa WD - 75.8 solo - - °t.v 61.. .... eo.a - W.a a°,2 90.0 e°A 0&1 73..1 e0.0 ..0 52.5 B2.B l- 50.0 Solo 73.1 B00 u-t/6 .b-t/e ae-I/e 42-1/e w-1/B s4-1 a BB 9°.o - - mo eno - - 755 e0.0 - Sale ae.o - °2.v e°.o - .0.6 Solo - a].° a00 00.0 54.0 e0.0 40.0 al.0 72.6 111 w.] 73.0 60.0 4e.2 22.3 e0.0 41.7 Bea 800 24-t/e w-1/e ae-+/e 4e-1/6 I03 °O.o 60.0 _ _ m.o _ _ W.0 BOA 0.0 No a°a WA 60.042-1/B 52.7 60.0 80.0 50.0 wo 00,0 47.0 e0.o 60.. w.e BO.o °°.0 polo MO 42.0 Sala Solo 24-I/e ]O-I/e ]e-I/e 4a-+/e 4e-I/s "l/. +m 0.0- - 00.0 - - ea.a 60.0 Solo °20 eoD 0.0I 40.1 60.0 50.0 4e.e wA so.0 44.5 60.0 GOO 4x2 0.0 60.0 1 41.e 60.0 eoA ]6A so.1 solo 24-t/e ]0-1/e ]e-+/° 42-+/e 411-1/6 114 m.0 ..o 60.0 - - 57.2 Bo.o OOA e1.a so'. 60.0 49.2 BOA Solo [� 45.e 00.0 GOD 4a.e 00.0 Solo 41.5 eO.0 60.0 1 aOA 1 50.1 w.0 24-I/B >0-1/e ae-1/9 n-I/e 48-1/e 12. 60.0 - - no - - so.. 9aA eo° B4o .... Bolo wA Go SO. .0.3 1 60.0 60.0 4x1 Sala 00.0 0.0 60.0 e0.° JB.v ae4 Solo ]B-0 ea.4 w.° UNIT EXT.(41 LOADS TO 00.0 PSF FOR DOORS PT 3 WOOD BUCK$ NOTE SHEET I I 9 TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS AT WO. S14E IN CLUSTERS k INIERWCK ENDS SEE CHART METAL AT MTO, SATE SEE L ST M INTERLOCK ENDS FOR GUN ES SEE CHART fOfl QUANTITIES A] 5 3 '] KEI ONCRETE EDGE 3 5/B' DIS . ANCHOR TYPE A ANCHOR TYPE B 9 THRU IBY WOOD BUCKS DIRECTLY INTO J KSI CONCRETE S INTO HMETAL STRUCTURES INTO 3 KSI CONCRETE 3 OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY Ca WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GU ING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH MICAL O� SEE E .. FOR SPACING TAANSfER THEM TO THE BUILDING STRUCTURE. � STD. FRAME HEAD AND SILL -AT HEAD- - -AT JAMBE - TYPE 'q'- 1/4' K 3-1 /4' UITRACON M 'FI 0' (Fe.HT KW, fy.106 M) TYPE 'A'- 1/4. OW a ON BI 'ET O' (Po.I2] KB1, Fyrlb IL4) THRU 1BY BUCKS INTO CONCRETE INTO 2SY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I 1-1/2' AN. PENETRATION INTO WOOD THRU 2BY BUCKS INFO CONCRETE THRU IBY BUCKS INTO CONC. OR MASONRY 1/2' MIN. EMBED INTO CONCRETE I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ME'B'- 1/4' X 3-1X ULTRACCN BY 'M Ca' (Fein Im, Fy-ly K5) TYPE 'B'- 1/4• DIA ULlRACDN BY'ACG' (F.-I" M FpI55 M) I DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC. OR MASONRY I 2' MIN. EMBED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY _ TYPE V- 1/4' DIA SELF DRIII 'NO SCREWS (GLADE Is CPS) I TYPE V- 1/4• CIA SELF DRIII IN. SCREWS (Oy00 B on) INTO MIAMI-DADE COUNTY APPROVED MULLIONS II RO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL $MIN. P TEES (HEAD/MONDMSU INTO METAL STRICTURES (HEAD/SIU./JAMBS) (]) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THRCM MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/6- THK. MIN. (6063-TS MIN.) I ALUMINUM: 1/6• THK. MIN.. (6063-75 MIN.) STEEL: 1/8' THK. MIN. (Fy . 36 IRS] MIN.)- - - __JL - STEEL• 1/8' THK. MIN. (Fy . 36 KSI MIN.) L - (m¢ w mNFAcr wLm AL U TO K PIAM OR PANTED) (s IN WNDer wLm Aumn,aY TO ec m m m PANND) - AT SILL - - - - - ANCHOR FIMF DWANCFA TYPJ E 'B2'- 1/4• DIA ❑LTM CO-N SY 'EYCO' IN-11 KSI. ,-113 K51) I INTO CONCRETE OR MASONRY . 2-1/2' MIN. - DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE . 1' MIN. L 1-3/4* MIN. EMBED INTO CONCRETE _ _ - - INTO METAL STRUCTURE . 3/4• um, J WOOD AT HEAD OR JAMBS SO . 0.55 M. CONCRETE AT HEAD, 5R1 OR JAMBS Pe . 3000 PSI YIN. NOTE: _ C-BO HOLLOW/FILLED BLOCK AT JAMB5 V. . 2000 PSI M. BE USED ANCHOR ELISTED ON THIS oRODUC F REVISED TO BE USEDD IN CONJUNCTION SILL RISERS WITH GLASS CHARTS ON SHEET 13 SEE SHEER 15, IJ M 18 FOR OPTIONAL SILL OETWR 4v mm40M2x0A1YrMd AND SHE1]3 fOfl CAPACITY fi6klnG Cad4 LOWER APPLCABLE VALUES CONTROL. ne'a6moce No\l-!TI ��1 3 TRACK SYSTEM SHOWN ALSO APPLICABLE F.evlrwMe DOT° AN 1YPE B yy ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INfO J KSI CONCRETE 3 Na DIRECTLY INTO 3 KSI CONCRETE (l PLEASE SEE FOLLOWING SHEETS FOR DETAILS, pp�qq 99 u� 4. IiyO OY 1m1flIAIA�\_�ME I •'. 0.5/6' W M XWDmEU TRIO /NON-6XPoNNAGE SITTEtIGTX LRDUT AT 50 YIN. M CNiEF NBY BY DOA FOR �e�iNI;D nSemS•.MFM Z 11 qi IL Iron° 0t y 02 g O ffn� C��a� a „g yEy 146 3 81 C It69M 1 4�YF�11 I 11144j°A ^ � �.. JG 6E '•.y �� c MAR D 5 1DI8 •. °` eF0 1OD sD: •. "oil` W7 0-31 WEEP SIZE 1/4' A 1/8' REFER TO SHEEP 15 FOR VARIOUS INSTALLATION CONDITIONS. OECORATNE SiLLOVER C GILL 1 y h y IONS PSF Il WSFR i00. FOR LOADS 30VE .60 PSF 5pR 0 5 1018 �a1..Y1�1 a Z Fl 0 0 ga Opap 16 W10-31 n a as o 0 •�: ll E 0 INTERLOCK (REINFORCED) WFA 0 0 INTERLOCK (REINFORCED) #10 X 1-1/4' M PH 1 PER O ]PER PANG PANEL MOMAT 1B' MOMEACH AND AT MIDSPAN /B X 3/4- SS PH SMS 1 PER CLIP EIXED PANEL EXT. OAR 052018 1. i, ,6"o 0 A mod � o Gn gE 0 0 0 r, 112 u c � n o°W R 80 C y M n 3. M N DO3M� _C 2�py drawing no. W10-31 WEEP SIZE 1/4' % 1/8' REFER TO SHEEP 15 FOR VARIOUS INSTALLATION CONDRIONS OPTIONAL SLANT SILL ADAPTOR OECORAT SILL COVER OFTONAL I p 4 h 0 �I II J MAR 8 5 2818 RS afroMng no. W10-31 11PER 1-1/4 • SS PH SMS GtCUP / N] �OSPEROCUP SS M SMS WND ouch NOTE SNEV 1 EX 0 0 INIEREOCN (RDNFCRCED) EXTERIOR n 9� 0 0 MAR 0 5 2010 I RFFFo TA cHEEi 15 FOR VARIOUS III I CONDITIONS. SIZE OPTIONAL SILL ADAPTORS DECORATIVE SD DP110NN. COVER 1 I l II II J MnRISER W. REOD. FOR UMS ABOVE ♦W FEF LOADS o MF 5u 0 1 B 0 0 j l9 arwwin9 no. W70-31 J X 1-1/4- SS PR 1 PER PER PPAEL FROM IMM END AND AT MIDSPAN SS IM EMS 1 PEA CUP1 WERIOR MAR 0 5 2019 SI� "� 9 sL M� droving no. 3' W10-31 DETAILS APPLICABLE FOR OUTSIDE ALL DOORS WITH CORNER COWGURATIONS i QO SV CORNER 10-24 K 1/r I THREAD CmNG SCREWS 6' MOM MDS & 12' O.C. EXTERIOR SCREWS & 12' O.C. 1 3/4' 3 5/8' (4) ANCHORS r*V� (8) ANCHORS i ®rh (8) ANCHORSp. ( yQ(2))�SCK THREE j3l T(31T CCI FO ( CR (41Fi� (41 �6CK M THREA AT 6' MOM JMNTS 0 % (4) ANCHORS g. g• F e. (6) ANCHORS B' J' e' 3' � (8) ANCHORS B. 3. g• 3• g. 3. MAR 0 5 �(2j_ C0 (21( �CK ( {8(P yEE (1 THREE TRACK FOUR(4) {$B(47L�CK �OOUCTMEYEW ==&1V Pith. A.,W.N- (_12fk•?O [.mod. hle BUaf RMr MafbMl �o 0 F p�p 6 S Q� IL NN IrG n Q'pa1R Ir p nod Gib L46 121Is F prpWm9 no. W10-31 TYPICAL AT PANEL 4 CORNERS mim ANCHORS ME A. B OR 0 AT S' MGM ENOS AND B' O.C. IMO WOOD/CONC./MU& F B' O.C. IMO BLOCK ONLY 1-1/2' MIN. WOOD EMBED qqq I-1/4' MIN. BLOCK EMBED -3/4' MIN. CONC. EMBED MN. META1 TBCp m Ol` a d• 05 CONC. BLOCK iA 0 H ^� WlX)DD O.Q 0 O a ySyFu a � MAR 052010 MODUCEY6ymm MWNv1jMy��� ElFnthe DoN OD � iv4gT Cml�y umMmD no. W10-31 CODE PAR} NP. DESCRNRION MATYIUAL MANUP. "MINRCO E1 CI T PRWE SOL 2 TRUCK WEI COI EKIRMOR a W-151 SAME JANB 2 TRICK W63-To al EXTRUDER 0 CSII FRAME HEM 2 TRACK 6003-TO al E%fRUDER E4 0I-153 EXTERIOR INTERLOCK ISOBJ-TB al EXTRUDER 0 al-164 INTERIOR INTERLOCK 6063-76 CGI FKWUOER E6 CGI-155 MAN STILE 6003-70 CGI E UDFA E7 CGI-156 TOP k BOTTOM NOR2 U63-TO al EXTRUDER 0 CGI-157 SILL RISER 00}76 CGI MTRUOER - a.1 a1-181 ALT. SLL RISS(CROW) 6061 COI EXPORTS EB CI INIERKIR TRACK ASIMGAL 606J-11 COI EXRUDER E10 ai-139 INTERLOCK REINFORCING (LENGTH FAME HT. - B') 6083-TO al EXTRUDER Ell al-182 FRAME SILL 3 TRACK 600-TB CDI EXTRUDER - E12 COI-101 SAME JANB J TRACK 6003-TB al EXTRUDER - EIJ 041-165 FPMAE HEN J TRACK 001 al EXTRUDER - E14 CGI-IN OUTER TACK .VTLIGIL 6003-T6 CGI EXTRUDER - E15 CGI-170 POCKET NOOK W63-TO al EXRUDER - E16 CGI-121 7/18' CUSS GLIZING BEAD a03-Te CGI EKIRUDFR E17 CGI-123 1' SUES GIAZWO BUD 6083-TE al MUDS E10 COI-15U EXTERIOR INTERLOCK (OPNOIUL) 6063-T6 cot E%INUDE7R EIY CCI-154A MTERIOR INTERLOCK (OPDONLL) 6003-TB al EXTRUDER E20 CGI-15M MMN SOLE OPIIOAL) 6063-TO CGI EXTRUDER at al-I50A TOP a GOTTEN HOBO (EPIONAL) 6063-Te I COT EXTRUDER E22 COI-1SRA ASTMOLL (OPnoN ) W63-76 COI EXIRUDD2 E23 COI-165A otille TALK ASTRMML(O"ONAI) STIII al EXTRUDER E24 COI-180 OECOMTNE SILL COVER (C"ONLL) 6063-TG at EXTRUDER 05 a1-184 2. J 4 4 TRACK FAME SILL SCREW COVER 6083-Ts COT EXTRUOM E20 CGI-187 2, J e 4 TRACK SAME HUD SCREW COYFA 61 al EXTRUDER E27 CDI-ISO FRAME JAMS SCREW COVER (OPTONAL) 6003-75 al EKTRUDDI E28 COI-1028 FRANC HUD 4 TRACK 6063-1B CGI DOIRUOER E29 a1-1029 POT SILL 4 TRUCK W63-16 COT STRUM ETO COI-103o SAME J S 4 TRACK B kl -la Cal EXTRUDER 01 M-1057 FD2ME CORNER ADAPTOR (90) 5063-Te COI DDRUDER 02 CGI-1058 FTJMLE CORNER ADAPTOR (135) MITI at EXTRUDER 03 CGI-1059 MALE CORNER MAPTOR 6083-TO COL STRUDDI M1 CCI-382V OWING BULB VINYL (OUROMETER 75-BO SHORE A) PVC M2 COI-171C nI PANEL CUP (2-1/2' LONG) 6003-75 J W I'VEO PANEL M3 CGI-173 MED PANEL SHIM NYLON 2 PER AM PANEL MIS COI-176 SAME HEM ANTUFT 4 PAD PILE ,,aL/MON SUILNMI I PER INTERLOCK//SIR. MIT WM20ING PIX WTIM CENTER 1111 WOOL ULTRAFM OR EOUN. - M12 - BOTTOM RAL SRFTENER, 1 LONG. 2 AT RICH END AUATNUM CO EITNDER 4 PER BOTTOM RAIL MIJ A-51-PRS-150-USS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/S AMESBURY 2 PER aTMBIE PANEL M1.SA 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SCO-500 OM. NOME LOCK ST/ST SULMVAN ATTACHED TO SGD-503 M14A PSOI-0036-117 DVAL NOWISE LOCK U/ST INTERLOCKS ATTACHED TO M1A MIS SOD-507 KEEPER DNC SULLW N INS. W/ 2 11OK3/4' PH Ulm SOD-50714 KEEPER ZINC INTERLOCKS INV. W/ 2 /10X3/4' PH MIS SGD-60J RECESSED ADAPTOR ZINC SUWVAN .0. W/ 2 110X3/4' M MIG PSOI-O035-117 RECESSED AMPTOR ZINC INTERLOCKS INST. W/ 2 110X3/4' IN M17 COD-5500 HANDLE SET ZMC SULLNAN/IMERLaNS _ MIS SM2M%H HANDLE SET 0PTI1 ZINC SULLUM MIS SC52a0 SIIPRUF SFAIANT SILICONE GE M20 COI-177 PANEL TOP k BOTTOM OUST PILE W00L/PVC SUWVAN OR COM 4 PER PMEL M21 WS-202 HUD AND SILL SMALL PAX PM WDOL ULTRAPAB OR TOW. 1 PER INTERLOCK/ASTRWAL Y22 "IS-201 ELL INTERLOCK PILE PAD II ULTWM OR EOUN. M2J HD-12-ta12 ,350' REACN POCKET a— - AMESSVRY S2 - 110 K 1 1/4' M PH- PH. SAS. U/ST. ASSEMBLY MREK' - 1 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULUVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART QSGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART BSGD-503) (PSO1-0036-117) ZINC HANDLE SET (PART #SM5500) h (PART BSM23OOWH) ZINC KEEPER (PART #SGO-507) (PART ®SGD-507N) DOUBLE LOCKS' REED. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART 8HD-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTNATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' ON MS STEEL KEEPER (PART QHD-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS MODUCTREVIN& a QIq�W W6isYR A Pe NP 17-121 .jy EMd4MIr Ean,—���I��1954.III�������1"""'''---"""..T---4 e L� tE•utP C'alPy MAR 0 5 2018 o owing no. W10-31 4.735 L 070 .880 .847 �q50 640 5.921-may O)0 B47 1350 1 FRAME HEAD (3 TRACK) II .115 - .075 L 070 2.600 QQ TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIOM i-- .753 ].000 •725 005 .604 ,060 IRS1 l.000 .995 070 .0)0 5.921 .125 SB �IE 1.490 1.415 Y2 Fl%. PANEL CLIP 1.480 I,/I Q FRAME SILL (] TRACK) J.000 d20 3.760 2.005 2.009 2J95 _T EXTERIOR INTERLOCK (OPTIONAL) .125 F6 MAIN STILE .6BS O7a f.360 3,750 ® MAIN STILE (OPTIONAL) T 2.755 a2.W5 .285 .123 ].00U 1.010 1470 0.WO ].S)21.5SILL RISER (OPTIONAL). 1.0]0eto1.7]0 A80 1.91J.5)1 .0]0070 I 2.005 675 120 .995 .050 .965 .993 550 35 B4 1.104 GLAZING BEAD GLAZING BEAD WI. GV s W LA- LML Gum STILE IP) INTERIOR TRACK ASTRAGAL STILE JL 1.625 5 INTERIOR INTERLOCK .682 1.186 2111 B95 1® POCKET HOOK 1.501 .060 1.01 .I58 J.000 L .625 -r� .12! LJm OUTER TRACK ASTRAGAL (OPTIONAL) U 0 1.255 INTERIOR INTER -2.005 IR TRACK ASTRAGAL OPTIONA t-70 1.020 ® SILL COVER OPTIONAL m, SILL RISER ODUCf R¢Y✓® �BIW9^94 W R61Y mlq Cwl. : )PJ ynrcmNs l7•IZ(kTy;Zo "" � PTAiF 0 5 m y 5y�g i geGe � uh 0 Dot 11� ¢b8E A k W10-31 A FEMALE CORNER ADAPTOR (BO') IlFm) FEMALE CORNER ADAPTOR (1359 1 P3) MALE CORNER ADAPTOR 9x FRAME JAMB FRAME JAMB s10 .96DBaD RAME HEAD COVER_O60 I..j 'RAME SILL COVER O�2 PA3 i Gq F Q �G 5a$ O60 O i FRAME JAMB COVER WODUCfaivM buw.0 ,o" 1 AoeeP m No L�.r! W N MdPtaAeMCW W—. MAR 0 5 2018 lm.tng no. W10-31 )J50 050 .005 .857 �M 1— FRAME HEAD OEQ L— z.M .753 T.1J0 SILL FRAME JAMB (4 TRACK) EBAME BOTTOM CORNER 4 TRACK SHOWN im St �WCEREyq� / B�a151 eQa�tlaMt41&pyy� A��ptuu Noee 1 -107- —Ze 8i1NIb O MAR 0 5 lots aV e L W10-31 Mv FRAME BOTTOM CORNER TRACK SHOWN sx 0 FRAME BOTTOM CORNER x MCK SHOWN mm PANEL TOP/BOTTOM CORNER MREREB BFAO CORNM (ttP ) PANEL TOP/BOTTOM CORNER S wm BEM) CORNER (OPfW ) Im W10-31 SCANNED BY MIAMI-DADE St. LUCIe Cnllnty MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25m 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 AID (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 10Sentinel110" Aluminum Single Hung Window —L.M.L APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI- Farooq Corporation, signed and sealed by Javad Abroad, 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 NOA# 15-0512.10 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. 17-1018.08 Expiration Date: September 22, 2020 l2�12��7 Approval Date: December21,2017 Page 1 ��Co y 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.1.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C_ Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, DurasealO and Super Spacer(D insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) ManuelP ey .E. Product Control finer NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOANo.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.T. approved on 02/05/15 and expiring on 09/22/20. Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03; titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), dated 09/29/17, prepared by AI-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. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No.15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel a P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1/6' 52 1/6' 52 11W MGE/ m BUUK'HODI W) )/tfi 47 4] 7/16' D.LO. (FIX. UIE) 20 9/16' ** MA%. A HEM/SILL 4 11 11 I� 11 11 II -r � 11 -77 1 II 11 ,� II II B II 11 II { l ii lI 11 II II II Ti!I 4 ii 47 ]/16' MUMS 10E APPLIED) AL 5 1/2' MAX. D.LO. (VENT) 50 1/4' VEM WIDTH FLANGE & FLANGE ADAPTOR FRAME. SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WIINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING NIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT PAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIRENENS OF THE 2014 (5TH MMN)/2017 (6TH EDMON) FLDRIOA BU¢OING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (BVHZ). 1BY OR 20Y WOOD BUCKS M BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAU£D ADEDUATELY 70 TRANSFER APPLED PRODUCT TOMS M THE BURDWG STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON OETAIIS AND INSTALLED PER MAXUFS INSRNCIIDNS. SPEDHED EMBEDMENT M BASE UATERW. SMALL BE BEYONO WALL DRL4ING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAlUC AND NON -COMPRESSIBLE MADERWS INCLUDING OUT NOT UMDED TO STEEL METAL SCREWS, THAT COME IWO CONTUT WDH OTHER DISSMIM MA SHALL MEET THE REGUIREUENS OF THE 2014/2017 FLORIDA BUXL CODE k ADOPTED STANDARDS. THIS PRODUCT APPRWAL IS GENERIC MD DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. UM SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEAUNG AROUND OPENING FOR WADER IN ILDRARON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS OMWINS ARE TO BE ANALYZED SEPARATELY, AND TO BE REMEWED BY BUILDING OFFICIAL OLD. (FIX. UTE) 20 9/16' ** WO(. AI HEM/SILL 6 I 1, 11 II II 11 II / III II II II � II B II n 6 II l 11 N II - 11 11 C1 6 I II l 47 ]/I6' MLU. 1VtNlU 50 1/4' VEM WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16' MUMV6 CE APPL®) mL7 FALSE MU'. z (SURFACE APF E OPII TYPICAL FLEVATION 5 1/2' MAX U.LV. tY[NIf 50 1/4' VENT WIDTH FIN FRAME INSULATING LAM. GLASS LARGE MISSILE IMPACT = k 2' NTo 016Dr- O'drawing no. B OBL u wdmows D84GN Ia10 09P= - PS! PIINDI: vD6 sum D. 01149 TSP88 'We". - TTPIs i891' BDB IOGI(f won" WIOR W..(+) In..(-) W.(+) IM.(-) 1H-1/e' 2B-1/2• d]' Ww' SJ-1/8' 2C 10-1/8• T I/3• 36 SI-1/B' b• 75.0 ]SA BOA a" ]SD 75.0 80.0"+a ]AO 15.0 $0.0 WA ib.0 ]SU BUD no 75.0 9S0 BOA DID t9-t/s' 26-1/$' 37' w• 5}1/8• 36-3/8' tB-I/e• TS-1/2' JB w' 52-1/B• S]-J/0' ]sa 75.0 80.0 850 1110 )SA BO.o no ]S.0 >SA 80.0 010 TSA 'I50 80.0 no ]10 ]SA DID BS A 19-1/B• 20-1/2' 37' 19' SJ-t/e• `A-0/B' I6-1/e' 8B' w' Sz-1/e• !9-S/B' MO >SA 8D.0 0.0 154 75.0 80.0 w.0 )S.0 75A 80.0 No ]6A ]S.0 ODD no ]S.o ]s.o BID no IH-t/8• JY 69• n-1/B• W' to-t/e' SB' w' 52-1/e' 6T' 75.0 75.0 BOA 850 75.0 75.0 no no ]SA 75A no Ma 75.0 no BID ".a 98.0 ]So 80.0 ".a 19-I/6' T6-1/2' ST w' 53-1/e' 16 10-1/6• 25-1/2' 3B' w' S2-t/8' ]Y m.0 780 Wo no 75.0 76.0 0..0 75.0 JSO 80.0 ]SA 75.0 am ]5.0 75.0 no 19-1/B' Ro-l/2• I5-1/T' 18-1/B' :5-1/r 36 , w-1/T' 73.0 75.0 %a JWD 75D 754 e0A no No )5.0 ]So WA YODIN i i EQUAL ()TES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 mHqu L 2RTP9 wQm01S DMGN WO CI AM - M rwD3 D➢L9. BUM DW. WLmv DI1b8 ]II'6 's'a'IS' SWISS TDIM WWBi KM KIDD warRf MET:M 'A' W Dat.) 1NE(-) W..(6) IM.(-) SJ-I/8' 78' 52-I/8" 75' 36-1/P TSA mo SOA no IH' ]3' w' TS' 39-1/1' M. M MD no TS-1/2' 31' JT ]Y IJ' BS' 25-1/2' 30' 32' 33' {R' W ]0-5/8' ]So ]AO BOA ".a W-5/8' T5.0 )5.0 BOA 0.0 So ]5A ]5.0 WA Wo S5-I/2' TSA )5A WA 85.0 AS-1/2' TS.O M WA 810 BACK DIMS FIANGF FReMF 91INGE DIMS BUCK DIMS EQUAL LEG FRAME a" DIMS FIN FRAME BUCK DNS I-E 17ANGE ADAPTOR FRAME FUNDE DNS UNEQUAL LITES (ORIEL TYPE) 10146 Z 30� i o � ODE 0 p"I D g, a&�I OeDj dtai Q G51 N, .j IC O. drawing no. W10-03 16 Jo £ 1sa4sj `LLL� 'G3MdN3L 30 ISON .19, VISSI,IV, 3d S !) JO Ad HUMIY3 £0—O lM `O; ONILVd LOVdNI 31N rn S Um klR t) Ol MON0 6U 2�, ,I6ao •.... ('I'1N'S) 'ou 6ulx.wP dJ3L '.. 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Ru wN '15 r S W ftpO a mNa sow If MWdS 3003 l% N e e C o m �6amVnM�MN"a+� L)9iN9u3J000ud S6fi ONWNOJ MOO LN N s66 ONINU00 M00 669 ONWNOO M00 _ 669 ONIwn M00 OOZI 3 ; OOZI 30 3gG R 3NOJNIS 3NOWIS Q SSVIO O.wN15 Im .9A SSVIO 'MN .9/1 " p - ; aul 'eauaup RwwnN, RO ,'aN 'oaPvuV RwwnN, /, +aRe ul +'060' SSVIO O,N3tl15 1V3H .B/L iaAo�iuro11060' WI NO No S O 'NW .e/L O oaI 'oaPaary RwwnN, R9 Sul 'oouaury Rww ki m Ip eo19R11vas eolOVluaS O 41 +a6oyapul .060' 30VdS UN .4/I +aR^P%ul .060' 3W4S UN .4/1 o ©' ; op lo%we4J uouNco3, FB ;oq Ioyway0 uougso3, is O 5a acelO +eleJ pW +oa1J ...e6 em1O +eleJ pW +eaO xeUe6 u '� Z O rMOMalul .060, J.&P%ul .060, f z 80 NO FP :oJ loalwa4] uou4a., R9 :00 le>IweyJ U.'. 3, Rg � N y to 13d WM d0 xaUoS woo Lad 4iM dJ -1I o N 1y O p aReNewl sL0' +a P%uI ,9L0' p c SS/q O.MNls 1V3N .9/1 SSVIO 'NNV .9/L S mo °o x ('I'Yi'S ai I'Pf"I) 'm sm6 'Nn Im3na .s1/s ssnJ 'wvl mro3w .e Vs 1 NO 95INIOd I i aN ® 531I1 NO 9 531f1NIOd t/I I M 63 3 N s oN g 4 53 aD� 3 r 588 ONINtlOJ M00 689 JNWN00 Aba IN �)+ 966 ONINNOJ MOO 669 ONIM00 MOO m wG"'999 �O � OOZI 30 3400n5 G S OOZI 30 3NOJN5 N m� DY e a O SSV10 O.mm 1V3N .9/1 SSV10 'NNV AA 99z oA ; a% 'rouewy RwwnN. R9 : aul •oayaup RwwnN. Re W MA (� BFd 1%!soII flM lel!cwl e O n P%ul .060, nftmq .060' Alm 80 ; aul 'oaPeury Rwwn�Ni R9 ; aul 'oa4eury Rwwu ^LJ< +e.(eP%ul .060' nRoP%u1 .000' S y ;No aJ Imlwe40 uowyco3, Aa :00 1eolwa40 uou4so3. AB 1010 +e11 pW +os10 xaUoS aso10 +0100 pW +oe10 xsUo6 u O +aRoyaVI .060, +sRoy-wi .060' Z 80 :oO Iaa1wa43 uouNao3, RB we0 13d VVM dJ •aU No ;a0 Ipalwa40 upwlsp3, Fa wo0 13d WA d0 xaU -ALW +avm .SLc, O' +eRoP%ul ' SlD a.mmJS 1V .9/1 SSYb 'NNV FLANGE & FLANGE ADAPTOR FRAME MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' CIA, TAPCON BY TM' (Fu-125 (II, Fy-100 HS) 1/4' DIA ULTRACON BY'EICO' (Fu-in M. FY-155 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4* MIN. EMBED INTO BLOCKS (JAMBS) A14 SMS OR SIM F DRII ITN- SCREWS (GRADE 2 CAS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8- 7HK. MIN. (6053-T5 MIN.) STEM,- 1/8- THK. MIN. (Fy = 36 KSI MIN.) (STET. IN CDNTKT m AWMINUM TO BE PLATED OR PANTED) INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT KIND, SILL OR JAMBS SG - 0.65 MIN. CONCRETE AT HEAD, SILL OR JAMBS f0 m 30M PSI MIN. C-90 HOLLOW/FlUED BLACK AT JAMBS V. - 2000 PSI MIN. PROODDUCTREISM �� `11111111 11/ // nFcrPlenw Nol-/018.oH � ��P;: �GEN@t. E protlon DMe � ; DI. IO 4,w z m FoF Q y�N V O0g M 0 ioa a g� aaA�� =n .mg ... W10-03 .• ,• MAN. FLANGE & FLANGE ADAPTOR FRAME �4.V z Rps TYPICAL ANCH STEP ANCHORSSEE MR SPX I MR SPACING FLANGE ADAPTOR FRAME Q �j yoy� IL H SRISTRU URE O G qq 1 Qayn¢X Qdb O ���° ter A LL=" W000 euasy,L EI mE C 0 a - o g r a 2 I/SH ANY BUCK WIDTH 1/A• IS �' 1 eHIIAS SHIMS 1YPICa1 ANCHORS O ITPIGL ANCHORSEE SEE ELLV. FOR SPACWC v FS MR SPACING j 00 w woca B v 3 W000 SIRUCNR KS pp W000 SUCKS � O MYYI-GAVE CDJM o g PPPROVEO YUWON M rrk MUWON ANCHORS 1/1• TYP. �SEE sEPANTE Na E BGCK WIGIH BACK AIM INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. = u = S a A aanaloa/�,IDAB 8 Y`YNII Iuu111jAAA — R„rhnlws oarc �4D �� AN I I :� Y 'JOEN6p� I I Y J 'F ATEOF +[yam` drawi0q no. CIA x Y M. MS. • • OfdO�''v�� W10-03 ONAIa rYIAIIIIITIYA sheet 5 of 9 '0 g ill���- TDIM ANCHORS MEIAL u SEE ELIN SIRIJCWRE EQUAL LEG FRAME TYPC� mown r --- ----- SEE DUN. I MR SF%ClNC ANWPRW z InaE.E Dig. II SEE SEPARATE NOA II EDGE DIST. p6 I ---------- -------- 0 El lmolg Al UL-1 SEIYFC& mc� TYAC& ANCHORS E ELEK. $EE CLEX OIL. MR SPACING MR SpACw TMIC& mown MIAMI-OADE c -APPROVED MUU.ON SEE DU COUNTY FOR FZw ti 0 Ilme umsxCARK WDN SEE SEPARATE NCA BUICK WIDTH SWEEP LOCK OPRONA. TO I or ti EGRESS LOCK AT SILL 9 0 0 L __j 0 ItNe #14 XI' M. MS. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR MEIAL STRUCTURES WTHOUT THE NEED OF A WOOD BUCK. 2 3/8- YIN YIN. 2 2 3/8' MIN. .4 5, THNC& ANCMRS 0 _s* L —N El I 0 M9 6 4REV 1 5 sm ELEV. PMA MR �ACINIG J`IP�PiLYUBNILYW � ^��`` _ _. F.cccP�l��L���'ri,�/�onnaM 2D mi WHEN USED THE MIN. WOOD BUCK or DEPTH SHALL BE 276 . THE USE OF 254? DEEPER EOGE DOR BEVELED WOODBUCKS IS PERMITTED. IYR� HORS ET SEE EUM IV MR WACO[G WDODEUCK TYPIC& ANC FIN FRAME u ILLUSTRAME DTLS. ONLY SEE BUY.M. FOR GARB OR W. MtSHES NOT BY CGI x3e I Vz' HOUSE WRM TYPICAL ANCHORS, BE EIEV. FOR SPACING NOT BY ccl C 48 SM$ (GRADE 2 CKS) W 1{ 'L E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES D D Qu x„ BP 1-1/2' MIN. PENETRATION INTO WOOD MEU CAUU(ING 00 p•C e Mz Q6OD SB 8 a MP LLIN^= as$2� o SWEEP LOCK 1 OPNONLL TO 2 J v U ® EGRESS LOCK AT SILLWOOD 3 ^ 3 N O m UCTURE 1/4' MAX. BUCK HEIGHT 1/4' MM. H O K NOT �GM OAP P4 1/2' MIN. 1/2' MIN, V~1 E4 0 g o r GG ij x n m � i I 3Nn O (WI i y ii EE LL � &iCNBED q 0 U O� -1 � GUIIKING �.i U � 3 F ii a�R�R El HOUSE WRAP i EB NOT BY CGI ET m EXTERIOR O + � § V. r o n MB. =�A ffiES D.L OPG. ` C �uRODUCTRISVISED 14 MKOED IAILIIIIIA' 4uildivBlC mWIMl11M1'BITaI ``\\\\III o Ez AfreBmnce Nol .1 .......... HOUSE WPM NOT BT CGI uuN m Guvlmtl _ No.7 2 5 `' — AIE OF .'�� drawl09 no. I TYPICAL ANCHORSSEE 'AAA/ll W1 0-03 i®NA6'\\ FOR SS CING sheet 7 0( g w� a T 3 w ktl �§p 3erv6Ep�� 1 O Q Cy y1 �00 Cq4 8?Nn q~ O pl p no as o ry Hall. Zryry Q W O O d c $ m y O� S F CN ONe ic NIO�,®ii G N 3 M a vi 30 O� O w" s' �oosas CRODVCCREVISgO m. GIYVIew11NBMF'. Y\\\\1111It, SK 0 �GENS�A /� 0 Aulrrcmwcmw No )�%�( A �p4N..... FVP 0 Dak MUe Peudvc! . ]0682 {> 8 Y 9 gg' drawing n0. • W10-03 ab AAA %AAA NAI' sheet 8 Of O 1!OI \�\ n nnl ITlSE PRAT / pU8NT1TY UI;9CRBTION M1TERfNL 3WiP./SUPPI.@R/R®fAR1:5 El CGI-100 1 fRWf HF1D 606J-T6 E2 CCI-101 1 FROME SILL 8063-TB W WI-102 2 FRAME JPMB BpB3-TB E4 CGI-103 I MEETING RML 6083-TB - W CGI-104 1 LOCK PNL 60fi3-TB - EB CGI-tOS 1 HANDLE RAIL 606J-TB - E] COI-106 R SASH RPIL 806]-T6 - W CCI-10] AS REDD. 5/16' GIAZINC BEAD 6083-T5 W CCI-10B AS ftEOo. 0.]00' CU21NG BEAD 808]-T! E10 CGI-109 AS REDD. FROM! FLV10E PDPPrOR 808J-TB - EH CCI-110 AS REDD. NAIL FIN AD/PTOq B083-T5 - E12 CGI-135 1 FLANGE FRAME NFAD fi063-TB E13 LCI-11B 2 FLWCE FPA11E JM1B 6083-TB - E14 CCI-13] 1 FUNQ FRAME SILL fi063-TB - ED CGI-605 OPUONOL SCREEN FlVME 6063-T5 Mt CGI-J82V PS REDO. CIA2ING BULB VINYL (OUROMETER 75-80 SHORE A) PVC M2 CCI-111 OPTIONK SCREW COVFA PVC PROTOTYPE OR fpUN. MJ CGI-112 AS REDD. FAVAL LEO COVER/SNM, 3° LONG AT ANCHOR LOGRON3 PVC MV 2/ t!R SETRNG BLOCKS EPDN DURCNETER BOYS SHORE A N9 SUPER BOOST 2/ NEW. SPIRAL BALANCE WI OR EQUIV. N10 2/ W➢W. BLOp(/tACKLE BNANCE BSI OR EOUN. N11 W23201NG AS REDD. PILE WIiH CBf1EA AN WOOL ULTRAPPB OR EON. N12 CGI-129 t/ WDW. EGPESS LOCK ALUM. SULWAN N13 CGI-131 2/ WON. NANOIE RNL END CPP NYLON M&M Mi{ E2WIBWN 0 BULB-T SLOT PVC ULTRAGAB OR EQUIV. N15 COI-1]] 4/ WOW. SASH CUIDE(SPIPPL B4ANCE) NYLON MhM NIB CCI-130 2/ WOW. SASH TOP GUIOE(SPIPAL. BAUNCE) NYLON MhM MIJ A30]]0{01-J2 1/ WDW. CAM LOCK ZINC TPUFH OR EOVN. N16 LGI-132 2/ WON. 545H STOP, Y LONG PVC PROTOTYPE OR WUN. N20 CGI-125 2/ NOW. SASH G^AI (B/T BNPNCE) NYLON NOM M21 - 2/ WpW. B/i R4ANCE TAKE IXIT CLIP - B51 OR EQUIV. N22 148-B 2/ WOW. WEEP COVER NYLON AMESBUR! OR EMU N23 MI-13{ SILL SPACER PVC PROMITPE OR EWN. SR 2 OR J CORNER 10 X 1 1 4' W. PHL PH. SMS. Si/Sr, ASSEMBLY SCREW S4 4 WpW, e % 1 2' PH. SMS. ST ST eAtANCE BRMKLT SCREW 56 - 2/ WOW. / B % 1' LC. M. SMS. Sf Sr. SPIRAL B. ASSEMBLY - - Sfi 2/ LOCK e % 1 2" W. M. SMS. O CCI-133 k CM LWK 2505 2.505 -Ir.065 1 J45 .011 .011 1.550 1.600 .)45 .19teRa Ia4s 24s oes LI 1.015 � � .U50 F-1.395 1� 6 MANGE FRAME SILL 13 FIANCE FRAME JAMB 43#.o� •J M. O 5/16' GLAZING BEAD 1.395 �.I00 .ow .00 RUSH FRAME SILL O FLUSH FRAME JAMI .120 .]OS .050 ttP. .061 O .700' GLAZING BEN 1.449 293 A60 IA13 19 SCREW COVER E4 MEETING RAIL 2195 .092 Ofi5 1.013 IYP. HAND RAIL Y0651395 1.015 FRAME TOP CORNER 450 100 5 04 .050 4 a VENT TOP CORNER 1 VENT BOTTOM CORNER C n g o � o VI s r �N C G N O 52 � yh�r 3 d o "1 d CZLL.. 3o_a g U�sR B � d-- W10-03 sheet 9 of 9