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HomeMy WebLinkAboutNOA; Sentinel 150 Aluminium Sliding Glass Door with or Without ReinforcementsMIAMI. ADE MIAMI-DADE 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.raiamidade.gov/economy CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 Al—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: 1. 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 %2" at Head/jambs & %" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 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. TERAUNATION 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. NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 DALL E. STORY ARCH97 C 7 59 RA. AAOW3379 ARK-0I i I P-9 APPROVED ®,REVISE 2 RESiJ;}UT '® APPROVEDAFOORRECTED REJECTED This revica is only Ter g eal rzmfannamne �:. ',�ce :1u concept Of tia project ar?d esmml crn zn: s h t`1e i:i the contact d mme . ..r c ..cr;e^ e _'a on l; shop di a Angs during Us rCVi0r7 do n,t re;°revs i :z GGOF?c`,,; f-Mi-5 r;-OT,,i a;ice with the mgtgm- S:?v,-3 Of t512 plzu ono 5i �� iiu 8i0 S.: -woval of a specific it,'m shall not iWill`a MP--md FBf nil & iserPNY of Vihi0i trio item is a Component. Con- tactor is rer;:c=,13N.3 for: Muensicns io be confiind and correlated at the Job stia; In araation that pertains solely to the fabrication processes or to the means, mati;ods, techniques,, sequences and procedures of construc- tion: coordination of the work of all ar trades: and for performing all work in a safe and satisfactory manner. DATE. BY: r MIAMI•DADE MUM-DADE 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. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material" fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and, the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. . RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 Al—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. AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. 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/ comers, see limitation note 4, below. 3. Max shim not to exceed %Z" at Head/jambs & %Z" 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' & 1350 exterior corners 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. MIAMMADE COUNTY Jb % NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.' Evidence submitted under previous approvals A. DRAWINGS L' Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Doof", sheets 1 through 28 of 28, prepared by AI—Farooq 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' corners, 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 & OXXX, 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 & seald 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 Report No. HTL-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—00733.03450-18, 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 5th 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 "Saflez CP-Saflez and Saflez HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued, Eastman Chemical Company (MA) "Saflez 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 `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th 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 I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-2 G 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 REP, 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 # 1371098, 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. 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 (61 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. i L\,e•�1 \.Uh�,.,. 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 & SMALL MISSILE IMPACT. SryUfTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS PLLOWED 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 RENEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDDION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HNR). 1ST 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 ON[ ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERWB INCLUDING BUT NOT UMTTED TO STEEL//MEIAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECFMNO THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHNOS AS FOLLOWS. STEP 1 DETERMINE DESIGN MD LOAD REOUIfYMEM EASED ON WIND VELOCITY, BLDG. HEIGHT, MIND ZONE USING APPUCABLE ASCE 7 SMNDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE STEP USING CIMRTS ON SKEET 13 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 TIE .0WEST VALUE RESULTHO M STEPS 2 MD 3 SHALL APPLY TO EMWE SYSR1. iT C� 0.0 IL S S F OIL Lv �7IIAlIC71{aY�D M �ea�a.m llwFLIY o EYpInMAa hh� I 12 wtl3� = _ F `'• LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT � w uYAA 4 �P�PO... ,,Aye,,' MAR 0 5 dm Ing no. W70-31 ffll�D1• IgIIE 3 TRAP( JAMB ANCHORS &iISTEN SHOWN �v 282 13/I6' MAX MEAD ANCHORS F n DOOR FRAME MOTH HEAD ANCHORS I4 IIAX IB f/8' ANCHORS IN PARS 2, J OR 4 PARS HEAD/9LL AT FAD/SILL/JAMBS AT STLE ENDS SEE SHEET 15 MON.'PANEL MOTH AT 3O.C. 8' MAX RASE MUNIIN SEE CHART ON SHEET 15 HEAD/SILL OPIIONO. A C _ E - FOR CAPACITY CORNERS REINFORCING �i --- AT INTERLOCKS OPTIONAL G fi �� J AI SHEET1J M li IIH FOR CAPACITY �a i 2 POINT 42 1/8• ;.L. OPgyI D.L.OMi BEE SINGLE EELOCK T 4 FOR DESCRIPTION I II I I -- ��— SILL TYPE B2 ANCHORS 2, J OR 4 PAIRS 4T STLE ENDS IMO CON, IB 1 8' / - 1/8 . PANEL WIDTH POCKET B k 12 k DETAL M ON I I C' a I � s�� 1 I i C. g R tlS0 Lo4 1 � BJAV ANCHORS AT 3' O.C: PANEL M07H SHEET 23) (SEE SHEET 23 FOR SEE CHART ON SHEET 15 TTP. INSTALLATION) R9 FOR CAPACITY - 3 TRACK ae�'11R 1rtlY W FYI Q Q 8 SLL NlCHORS E ��Nrr 17 E2/ •2v W e B' a—4s e (2) Iim, OlblFli (2)1107 OUSTR (I) RP OL61FP (I)1® OIATIX I IIR TESTED UNR z yy k ML OPENING draWing no. D.L0 HEIGHT DOOR FRAME HDGHT - R 11/16' �'• OT W10-31 D.L.O. WIDTH NON. PANEL MOTH - 6' PANEL HEIGHT - DOOR FRAME HEIGHT —1 3/16- S8j'• I w 2 TRACK . B ANCHORS 3. ANCHORS STER SHO.N 2 TRACK F HIM AHWORS 9".1N rlr POCK J ANCHORS 2— SILL ANCHORS CHHWO T& RS CLU �r S N 4-4 W (1.1 UNII) REFER TO PAGES 14, 15, 17 @ 18 FOR WEEP SIZE. :1 1 - . 219 Q I OPENING D.LO HEIGHT- DOOR FRAME HEIGHT — 9 11/16- 82r D.L.O. WIDTH - NOM. PANEL WIDTH — 6- PANEL HEIGHT - DOOR rPME HEIGHT —1 3116' MAR 0 5 2018 drawing W10-31 3 ��M fh CCC °,P L 1 � a a 0 � i 10 c W'Jt ]/S.1'4 m. R>r t 0,.11.1 DMP4 xn w awR MW MOM 150 ALLN SANG Q= DOOR (U1 CGI windows and Doors, Inc. 10100 N.W. 25TH STREET MUM] FL 33172 TAA L- A4FAR000 CORPORATION IIai E NEERS & PRODUCT DEVMOPMP II f MuAnsc]�onrDDw sir�a Rr>:azD (CAN. assa DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH ND APPROVED I, ANFL WIDTH NON CHART. INTERLOCKS CONFlCUPATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON sIEEr 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 W ARE PRESENT. H L FOR DOORS USING 90' & 135 CORNER STILE 0 3 D H UNIT MAX. DESIGN LOADS TO t00.0 PSF .I XXx (MOWN) 0 (H) EXTERIOR (9) © o PPr OXX X XO 2� xX (RE4}]t5E) g DOOR FRAME WERN FRAME WIDTH 0 air, NON-ADNi. SHEET 13 7Y1 ALE CHNH' ON SHEET 13 Q nG,1 L p gH 3 N@ pp Q 1810 4 L J m 2S F!7 XXXXXX (SHOWN) © EXTERIOR �1 tO OXxxxo 97 CORNEA MAL '0' ON SHEET 0NON. PANEL WIO1H 'l 134 CORNEA OETAL 'P' ON SHEET m 13! O OPTIONAL IN UEM OF A O y DOOR RUNE WIDTH FRAME WIDTH V l PANEL WID1N 1 O N o I I p N xxxxxx (EHOWN) © OH ExrERIDR O O O O 0 DOOR FRAME YAM 4 G H x N xxxxxo (woWN) oxxxxo APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OF AND REINFORCING olN THREE (3) TRACKS W CORNER DECAL 'O' ON SHEET 22 NON-RE1NF. INTERLOCKS IM COR3A OCTAL TO ON SHEET TZ SEE CHART ON SHEET 13 OPTIONAL IN LEM OE J FRNNE WIDTH ■ ==OEM ■ W[lmlilL= ==■ r 1� ulcrtlurt 90' CORNER DETAIL '0' ON SHEET 22 ._. �ON-RONF. INRALOCKS v 13, CORNEA DDAL 'P' ON SHEET St SEE C/NNI ON SNEER 13 OPTIONAL IN UM OF J NOTE` PiAR 0 5 1010 I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DLTAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCARLE PER FBC. 0 91 v3: c Z�� �o o�� ONOwing n 3 W10-31 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED $ D00� ANEL WIDTH NON-RONF. INIEFI O S CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS SEE CHVTI ON SKEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 d I L I r ARE PRESENT. x L FOR DOORS USING 90' & 135' CORNER STILES Z 3 x , x LIMIT MAX. DESIGN LOADS TO tg 6O.0 PSF � rd Iml Qx ffi I I C°oge��g S I M I N I q 8� MO OH RIOR OH PXXX(sHOWN) XXXP DOOR FpppR FRAME WORK 0 y Q TVAIE WIDTH u GGG E WIOTN NON-RDNF. INTEALDCNS -- --- SEE CK0kRT ON MEET 13 N f L � fi i N It I Ape LK LL S I M I © © IOR© O �_ DOOR �E WIDTH SEE CHANT ON SHEET 13 PXXXXXX(SHMN) O ` O EXTERIOR O O O pgNEL WIOIH O �ODUUCCE"YEyrygp' XXXXXXP POCKET CAVITY NOT BY CGI BO' GORIER DRAB '0' ON SHEET 22 13S CORNER DETRL'P' NOT PART OF THIS NW ON SHEET T2 OTTONN. OI UEO Oi J TYMIN�Qy, ( - �b•� A�!M�ML DOOR FRAME WIDTH DOOR FR tE WIDTH hI N ____ SEE CHMT NRINTERLOOK ON SHEET 13 ►�1 4 € 1 o 222 PXXXXXO(SHwM) O O EXTERIOR O O O PANEL WIOIH O O 1 11 I. b.. _ OXXXXXP SIT CORNER DETAIL 'O' ON SHEET ZZ ♦ 11 13T CONNER DETFJL'P' ON MEET 7? .♦♦ V ..... K APPE!O ONFI A710NC OPTIONAL M UM OF J JP •'VO yk.••.• 1 POCKETED OOORc (NOREINFORCEDSHOWN) NOTE - SEE SEE SHEET 13 FOR Po AND RDNPORGNC OPTIONS 1} 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. piAR O d TOIB E THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13./`j'L� Oraring no. F—EIS AN NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 7HRU 23. .. PI;•: ,p_`'` W� O—.-S� AND TO BE REVIEWED BY AHI. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC.�� IN�♦♦ SNeet 6 of 2$ THIS APPROVAL O DOORS WITHAND APPROVED 1.9 �% SHOWN CONFIGURATIONS SNOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 1ro7J Z ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX, DESIGN LOADS TO *60.0 PSF F zB 0 �A ¢¢O 1711011 Zi mma ;NM M n CCO y .. _.._.._.. kt-i v v oxxo YP ODRHDT MAIL 'O' ON SNEO' u xxxx(SMLW) I= COWER DEMA'L'P' ON Sum 22 OPIONN. N USII OF A AE; O CKETED .ONFl - )RATIONS NOTE. BAR 0 5 2018 NON—PODOORS (NON-RENFORCED SHOWN) SEE CONFIGURATIONS SHOWN FOR RLUSTRATION PURPOSES ONLY. SEE SHEEP f] FOR DP AND NEINTDNCNG OPTIONS 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (2) TRACK $ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. MWDUCI'3IyViEB�� � �¢N� I7d7J9.2U OrN drowinq no. � W10-31 FRAME POCKET T OF IS OA CGI �y N07 PARE OF THIS NOA DOOR DOOR FRAME WIDM FPAME YAM iE W. P.WNON-flENF. NRiO.00NS �N111 ---- _- -- L SEE CIW7f ION ..0c 13 Z EXTERIOR O Oj PX (SHOWN) PXX (SHOWN) W N XP XXP O C� THIS APPROVAL QUALIFIES DOORS WITH APPROVED dr8q CONFIGURATIONS SHOWN WITH 9O AND 135 CORNERQ obeS 0 & WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �---DOOR FRAME ARE PRESENT. _ DOOR FRAME WIDTH FOR DOORS USING 9O & 135 CORNER STILES .,1 b � E ---� LIMIT MAX. DESIGN LOADS TO f60.0 PSF C I L I 1 Ir. J I mI4 Iq a. xl �G Gi 1. CONFICURAT10N5 SHOWN FOR ILLUSTRATION PURPOSES ONLY. P O 6 8 gi i S21 2, FOR APPUCASLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. P1 c .Jl I Y Y i L i 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. R EMERIOR J1 0 -- 4. DOOR SWILL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. p� PXXP 9T CORNER DUAL 0' ON SHEEP M 8 .vyt 1- CORNER DETNL'P' ON SAFE 22 .0 u OPTIONAL W LEU OF A C CI�No S) m N' 3 DOOR FRAME MDM DOOR FRAME WIDTH NON-RDKF. INTERLOCKS V 3 SEE CHART ON SHEET 13 C Z ,., rp J QV EXTERIOR OO OJ QH " PXXXXP SO CORNER DETNL '0' ON SHEET 22 133 COINER OETNL 'PON SNEET 22 0PIKINAL IN UEU OF J DWF FRAME WIDTH DOOR FRAME WDM ' NON-REIW. INTERLOCKS BEE CNART ON SXEFT 13 I is cl 11�1-9 �J—Lll PXXXX (SHOWN) v BP CORNEIR DETNL'O' OR SHEET 22 PXXXO I= COWD.It DEIAt'P' ON SHEET 22 %XX%P OPBRUL IN UEU OF J OX%XP APPROVED CONFIGURATIONS Po-KETp'e eoows (NON-RDNF SHOWN) SEE SMELT 13 FOR Dp AND REINFORCING OPTIONS �ODUCT➢Ey✓p buv.p�C.y'wM lYp�p 4q !' COY POCKETS ARE NOT PART OF MIS APPROVAL AND TO BE REVIEWED BY W. . \11 11111 IIIi. O KAR 0 5 1018 1. ing W10-31 DOOR FRAME WI01H N H b g xxxx (SHOWN) OXXX xxxo xxxx (REVERSE) DOOR FRAME MUM M H J M H 8 J1 SEE QWRT ON 13 THIS APPROVAL OUALIFlES DOORS WRH APPROVED I V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 10 J WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. Z h FOR DOORS_ USING 90' & 135' CORNER STILES OMIT MAX. DESIGN LOADS TO 360.O PSF C 6 6g 0o1p MR. b�+ Ei 2 03MN V C xxxxxxxx (SHOWN) xxxxxxxx ® I� O Q EXTERIOR Q J1 Q OH OH gD COMM DETAL ON SHEET 72 I" CORNER ouT 'w ON SHEEP II ' NON. PANEL WIDTH EROWC[YEVFB DPTIDNIL IN L6L OF JlaPbdE.'Ud'o.r.dop o i g APNp vn E.pnxw tm66. 1 1 IIIIIII RAR 0 5 2019 . To692 L NOTE: APPROVED CONFIGURATION1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, NON—POCKEiEn DOORS (NON -REINFORCED SHDWN) 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.'' SEE SHEET 13 FOR DP AND REDIMnIND OMONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. A:' •F�` FOUR TRACKS {. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ss�e..... I NAL 1 III 111 C 9 ,�I d Ing no W10-31 sheet 8 o/2f I DOOR FRAME WIDTH xxxxxxxx (SHDWN) oxxxxxxo DOOR TTUl1E WIDTH 7-1 IJ i XXXXXXI(O (SHOWN) oxxxxxxo BP CORNTR MAIL '0' ON MM 22 13F CORNER oETJb 'P' ON SHTET U OPIIONu IN LIEU Of J THIS APPROVAL QUALIFIES DOORS WITH APPROVED p �% CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 W ARE PRESENT. FOR DOORS USING 90' & 135' CORNER SNLES Z LIMIT MAX. DESIGN LOADS TO 360.0 PSF F 0 Sep 0 04 aa�f� 0 Cw 1 0R RODUCFYEYIM �ppLq+W drtWYO [yV�if.�oNiro� I • o� v N' m � p n � � � �` g o_n 20 coR oLTAE. 'o' ON SHEET 22 135 CORNER BE— 'P' ON MM 22 oP oN IN LD11 OF J I NOTE: APPROVED O IIRATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON —POCKETED DOORS (NON-RONFORCED MOM) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. STE MM 13 FOR DP ANO RDN—NO OP 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 05 droving 3 wio—si sneat 10 oT28 I a THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN ND 90' AND CORNERS �0 1 - ION WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 N S ` ARE PRESENT. FOR DOORS USING 90• & 135' CORNER SOLES Z LIMIT MAX. DESIGN LOADS TO 100.0 PSF C aw ee��i 6 N DOOR FRAME WIDTH O P DOOR FRAME WIDTN NON PANEL WIDTH NON-REINF. INTERLOCKS M PXXXX (SHOWN) iml m r= `i XXXXP 8 C� 8 FRAME WI0111 C • DOOR FRAME MOTH MOM. PANEL WIDTH NON-REll SEE OHARf INTERLOCKS ON SHEET 13 N o N ,I 0 i�l�ll 111�110 ON I I � PXXXXXXXXP (SHOWN) O QH Q QH Q OH EXTERIOR 0 ® , S 2C COR MAL '0' ON SHEEP 22 0 g g g 1d3' COWIER DU- V ON SHEET T2 F F F OPTXRPL M UEV Of J �C� �� y� s� e� OAR 0 6 2018 APPRD D -ONFl - I ATIONS POCKETED DODRS (NON-RDNFOROEO SHOWN) NOTE SEE SF¢ET 13 FOR Dp AND FEOIFORCwc oPnONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 11' OF y4r,` droving no. J. FOR AN DETAILS SEE SHEETS 15 THRU 2J. POCI(EIS ARE NOT PART OF MIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FM D TO BE RENEWED SFO AI �N ANB! AEU. eHeet 11 of 28 DOOR FRMIE MOM �I L I� I m0 1� O I I I L PXXXXXXXX(SH)WN) XXXXXXXXP_ OXXXXXXXP POCKET CAVITY NOT B NOT PART OF T ©I�1nn © PXXXXXXXO(SKMN) APPE O D ONFl • H ATIONS _POCKETED DOORS (NON-RFINNRCED SHOWN) SEE SIUET 13 FOR OF AND RDNTONCNO OPRONS FOUR.{4) TRACKS POOIEIS ARE NOT PART OF THIS APPROVAL AND TO BE RENEWED BE ". THIS APPROVAL QUALIFIES DOORS WITH APPROVED I p V 1 CONFIGURATIONS SHOWN WITH 90, AND 135' CORNERS 1 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 LN7 ARE PRESENT. FOR DOORS USING 90' h 135' CORNER STILES Z LIMIT MAX. DESIGN LOADS TO 380.0 PSF Ca $ 0 EXTERIOR OH OH O�No IRHOOUCf RSVTWp �WT1AewBe iIYTYD = 3 Nn a; S API°:°�` o. rzr8•� £ z� YD CORNER DETM '0' ON SN1E7 22 13V ODRNER DEXL 'Y ON SHEET 22 OPTIONAL IN UM OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON RONFORCED OR RONFORCEO 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 199991999910999909990 =y � ,� 111111111111111111111 �� � H o0000000000'000000000 99999999999999999999@ �F a� bq 2 51 O RI K a 3 5/18• O O 2 5/6• ER g3 5/16• CCC1Z m tuult �� _ �93 p Qp - m2Cm)� G � �O aaaaaSaa5aa55aaaaSaaa�� - - e n 30� o 0 0 0 p P P p m� e e� m-ao-,o revisions STMR.S SCM1 a 15D XA SL0W WASS DOOR (L.Y.L) AL; FAROOQ CORPORATION a m ' no a e escn io : 3�•. t• o,.u.,e CGI Windows and DOOn9. Inc. ENOINEEn56PRODUCFDEVELOPMEM 0 0 u 990DaFLQMDA IV1Sa19E 320 I e. b N �a9.R 5 10100 N.W. 25TH STREET M AMI. 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B( EPDM DUROAIEIER 8555 W 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES WDM e^, WW OUROMEIpt BStS GLASS TYPE •A' CLASS 7/16' OV0Yd1 UM. GLASS SUL LGL 1' OVERALL INSIL UAL GLASS C u) 3/18' HEAT SRLEN'0 GLASS 3/78' NEAT SITLEM'D GLASS nl 3 075' Intarl ayer Sable W WiN PET,ml Con D75' Inl Xth a C Z R'Eaa4nan Chemical Co.' By 'E CP WN PET—T Coro 8OyR'E°alman Chemlcol Co.' o .090' Irda r Md _ p S. O CWor Gkaa10�bM1e R'Eaetman ChnI Co: Mtl Cobr Gkaa By'Ea= Chmical CO.' O OR OR 090' kledayer 3/B' AIR SPACE 090 gg Dyer SeniryGlaa R'Nuvay Amedw, Inc.' Sen 'Kuroray Amedw, Inc.' 090' Inledayor Troalfol OY 3/18' TEMP. CLASS 090' InkdoYer PVB 'KurvaY Amedw, Inc.' Troeird PBBy By 'Kuraroy Amedea, Inc: w7ODUCEMEyl♦3/16'.FAT SIPFN'O G1/65 3/I6' HFAT STRENb C ec5SILICONE Im-9t GE SCS 1200 SWCONE AueOMxeNo� -12 CORNING 899 u GE SCS 1200DOW DOW CORNING BBBsDOW CORNING BBS i DOW CORNING 995MI XL EDGE SPACSETTING BLOCKS yl n 0. STEEL BY 'CARDINAL' OR S J AT 1/4 POINTS ON LRES WIDER THAN 36' DUEAL BY 'GUANa, . ^ Bi EPDIJ OR p SPACER 'pLLNIOI' O a DUROMEIER 8515 tSU7.BY `1,1LIN rr LIAR C `': • .• •• „' Jos 0a I RIG BLOCKS 4 POINTS ALL SIZES ` ^^ 8 y W0M • �* �. �' r5cC7 DUROMEIFN 5535 I : * _ � � b .L GLASS TYPE 'B' 7/1W Cuss TypE. 'BI' ., `W10 drowin noL. 9 OVERALL — GLASS 1' OVERALL INSTIL W. GLASS 9 : • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS �V V ! KSI IN CLUSTERS 2BY WOOD BUCKS N CLUSTERS TYPICAL ANCHORS - OONCREIE AT M. STILE SEE NOTE SHEET I AT MTG. STILE 6V IS. SERE IN CLUSTERS .. ''.e. III LADS . e INTERLOCK ENDS 1HY WOOD BUCKS AT MG. SIRE AT LOG. STILE META. STRUCTURES � o EpC{• yTi SEE CWAT J MI SEE CHART SEE NOTE SHEET 1 e INIERLOgR ENDS SEE SPEC BFJAW ".FOR OMA CHwr CANCREIE PDR 04AITIITES SEE CHANT a IN10i rM CM Z ;' F06NST Y'S/�•. FOR OUAITIDES POR QUANTITIES Q E11GC dl °J 5/8'': S �!NCRETE EDGE 3 5/B' rQ 2 i I I I I QQ 4 ANCHOR TYPE A j, s� tt 3 9a 9 IS INTO 2BY W000 BUCKS O ANCHOR TYPE A g ANCHOR TYPE B ANCHOR TYPE C C ¢m OR WOOD STRUCTURES THRU 1BY WOOD BUCKS 3N DIRECTLY INTO 3 KSI CONCRETE = INTO METAL STRUCTURES =� O d9. INTO 3 NSI CONCRETE OR APPROVED MULLIONS 0 Q MR REMEMBER �vv�eo �oomss �es�ms ,o�ms �oemos �ee�es �eo�ss ��ommo �memm Nor" �oe�os �mOmmO ME��nm MOM �ee�ss �eeEMss �Mv��MM MIKMW=� ooIMss �eoMM s s KMMEMMMEME oo ss wee® �oe�os mmm im WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO W: MUST SUSTNN,LDADS IMPOSED BY GAZING SYSTEM AND BOTR 2 TRACK AND 3 TRACK SYSTEMS WITH o�'E C TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE SIO. FRAME HEAD AND SILL_ a b m S —AT ]HAD—. . — — - — —.—.—. —. —AT IAMBS- TYPE 'A'- 1 /4' Y 3_t /a' ULIA: ON BY 'Fl CO' (F-In M. Fy­194 MO TYPE 'A'- 1 /4' DLL 11R. "ON B1 'D - (F..1TA M "I- MO THRU 18Y BUCKS INTO CONCRETE IMO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE II 1-1/2' MIN. PENETRATION INTO WOOD I C THRU 29Y BUCKS INTO CONCRETE THRU 113Y BUCKS INTO CONC. OR MASONRY I- n N. INTO CRETE R U65ONRY TYPE 'B'-/a' XIS-1/4� LIRACONNBY 'HiCO' (Eu.17R KM, fy�155 Ksp II TYPE B- 1/♦'/ DM. MIN. ULTRACON B'/ 'ELCOC (FOu.1K51, Fr f'w' It9) I o Ej DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED 1-1/4' MIN. EMBED INTO GONG. OR MASONRY I CO I(OiNE 9 CR) I I TYPE 'C'- I/a' D . FOR TIN - SCREWS AIDE 6 CM N TYPE 'C'- 1/4' DIA SELF ORIWNC SCREWS ( ) INTO NIM11—DADE COUNTY APPROVED MUWONS II INTO MDVAI—DARE COUNTY APPROVED MULLIONSOR OR INTO METAL STRUCTURES (MEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) C_ i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I I (3) THREADS MIN. PEN ON BEYOND SUBSTRATE }. o ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) TT�� STEEL: 1/8• THK. MIN. (Fy . 36 NEI MIN.) I1 STEEL.: 1/8' THK. MIN. (Fy - 36 KSI MIN.) L— (STEEL M CDNT_ WITH NL w O BE P A FD CR PAIN D) — J L — (s_ W CCMACT WITH NMMIMIu R RE PAYED ON PMNITO) — J MMMO MINOR EDDE DSTANCES TYPE 'Or- 1 /4' DLe ULTRACON BY 'ELCO' (N�17/ Im. i 111 K51) TRIO CONCRETE: OR MASONRY . 2-1/2' YN. LIIRECT.Y IMO CDNCRETE INTO WOOD STRUCTURE . 1' MIN. 1-3/4' MIN. EMBED INTO CONCRETE — INTO METAL STRUCTURE - J/4' MN. _ �iLODUCT gEy1� — — — — , — , — , — , — , — . — . WOOD AT HEAD OR ES SO M 056 YIN. nlm lAeEbW S R CONCRETE AT HEAD, 561 OR .M485 r. l000 P9 YN. 1'+W�ddri hb F NOTE. C-TKI HOLLAW/FlMID BIDQ(Q J.WeS I'm 2W0 P9 MN. ANCHOR CAPACITIES USTED ON THIS SILL RI6ER5 SHEET LA BE USED IN CSHEET 13 N 4 //--SEE SHEET 3 18, AP a 18 FOR OPIIONN. SILL DETAILS KR La GLASS CABLE L SHEET 13 / MO SHEET iS FOR CAPACITY (irlL a=5 LOWER APPLICABLE VALUES CONTROL / Q 3 TRACK SYSTEM SHOWN ALSO APPL)CABLE ANCHOR TYPE B S ANCHOR TYPE 8 R _ S TO 2 AND 4 TRACK FRAIAES. DIRECTLY RHO J KSI CONCRETE DIRECTLY INTO J K51 CONCRETE o =FRa PLEASE SEE FOLLOWING SHEETS FOR DETAILS. pp. ae c e f3 C B P FD a HAADOODJJ TYPICAL ANCHORS '• {� SY _ 8 8 NO-METAw M0N-91RIMUGE IN CLUSTERS AT M0. STELE drorin no. HIGH STRUM GROUT a INTERLOCK ENDS 6 B r. - — fpsYIH. SEE cHAm '� •.(3ronnq..: " • W 10-31 MMR LHUT IXr.((i) LOANSL. TO Eo.O PSFPS, FOR DOORS W/O RONON,FORCNTO .G ALL SIZES NOT BY C.C.I. FOR OUANRRES UNIT ExT.(a) LOADS TO 60.0 PSF MR BOOM W/ RDNF. MOVE 96I N. M. UPTO 120 IN. HIGH. LOADS 0 SRLUCRRRE A T��NAtj\\ \ ehelt )$Of ?R J KSI IN CLUSTERS 2BY WOOD BUCKS W CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 - AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS .. '•.e.IN{ERLOCK ENDS a INTERLOCK ERRS AT MTG. SIRE IN CASTERS E!> sje SEE CNATtT 3 KSI SEE CHART 1BT WOOD BUCKS a INTERLOCK EemS AT MTC. STILE METAL STRUCTURES SEE NOTE SHEEP 1 SEE SPEC BELOW Z `: FO)L QW�nES". CONCRETE TOR OW)OI116 FOR DIIANHARTITIES a I�LOOCKCENDS 5 FD6 •OISf, '3 b/p HART FOR QUSEEANTITIT IES Q EDGE �St:' °3 .5/B`ry:•' ;CONCRETE EDGE 3 SIB" a R g -i NET. QQq� �W ANCHOR TYPE A 9 n a u e 2 elm mm� BTID 2BY WOOD BUCKS ANCHOR TYPE A ANCHOR TYPE B� O ANCHOR TYPE C �i Q' & 9 11 OR WOOD STRUCTURES THRU IBY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE Q 4 D OaS[CN fAAD CAPACTiY - PER (ANf:HORa) FNoi�a'ool 1fFAD ('rips ANCMom `4 a A o) eDt AxceoRB .1 'Ta[A•aiw�flm9 SriF�Wpp1ATDee FM.(�) Fam(y e Fxr.(4J [xr.(° Fxr•N) ucp) °-t/e a-,/e 4e-Ve °2 mo - e4o - - ie.P e40 - ipA eea w.o 11 ao-lro �e-1/a -Iro w-tro es-iro °1 ieA e0.0 - 21A - ai.e _0 e{a - -_ la.l -0 eaA m wz ma 24-,/a ao-,/e /e-0e4o SOO- Tpa 6ai ema 4P.i w.t i41 e40w.0J71-12. $7-0 e� aw. w0 - - MOaa-I/ o 2 6a.i e40 w0 si B :o-1/e 3-1/a {B-1/a 10° ea.' w A o A a0.0 e0.o w.= wA wa {Aab w.0 -0 44 e0A w.0 w.0 !BA wA 2-IA fro ro w-,/a 40-1/e ,1{ w.0 w.o - - eiz ma wA Z! 60.0 w3 o0.0 e0.o WA 60.0 {1.6 6oD e0.0 wA ep.1 SO, w-,/e b-,ro as-Iro tea - sa.o wA e.a w.o wA w.o w3 w.o ea.o w., eo.o wA w.o FOR DOORS FOR DOORS 9 - Wf0 METAL STRUCTURE - INTO 3 KSI CONCRETE OR APPROVED MUWONS Ll 0 atg¢ W000 BUCKS AND META STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDMONS P�T N11 Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK -0 d TRQTYPICA_I. A_NCNORa SEE ELEV. FOR SHOOING TRANSFER THEM TO THE BUILDING STRUCTURE STD. FRAME HEAD AND SI — — —AT JIM— — . — . — AT IA 1 - — - — - — - — - - O TYPE 'A'- 1/4' 13-t/4' ULIRACON RY ', Cy (Fu-tTl KL, FYI NSI) I "FIE - I N. BY 'a Y`0'. (F-. M "'" .) THRU IRY BUCKS INTO CONCRETE INTO 2BY WOOD'BUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE I 1-1/2• MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 8 1/2' MIN. EMBED IWO CONCRETE II 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I o y� TYPE 'B'- 1/a• 13-t/P u1TRAN:NMJ BY 'nm' (B:.m Ks, ry-,ss .0 .. TYPE 'B'-y4• D a .rnN By • (Fu M KIP, Fy IW ISO D BS I DIRECTLY INTO CONCRETE I I DIRECTLY INTO GONG. OR MASONRY Q 2" MIN. EMBED 1-1/4• MIN. EMBED INTO CONC. OR MASONRY _ C TYPE 'C'- / /4' DA SELF ORII „ND a'REWS (oaAOE ! CRa) I I TYPE 'C'- 1 /4' OM m C ORII I INO SCREWS � c (CRME 3 CltS) I � o � n . BOO NAEI-DADE COUNTY APPROVED MUWONS II INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURE HFAD/SILL/JAMBS) C =� (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I g ALUMINUM: 1/6' THK. MIN. (6063-TS MIN.) ALUMINUM: 1/B• THK. MIN. (6003-T3 MIN.) XL STEEL 1/8" THK. MIN. (Fy . 36 KSI MIN.) STEEL 1/9" THK. MIN. (Fy 36 KSI MIN.) — — � @ V o (STIED N COMACT p1I11 AWMNW TO BE MYED OR PNNIFD) I I (STFEL N OONGCf ai1H AWIOAIY 10 ESE M1rD OR PA'NItD) LK —.—.—.—.—. — JL..—.—. — c — — — —AT ANCHOR IMI! DSTANCIES_. TYPE 'B2'- 1/4' DLl ULTRACON BY 'P1CO' (N-IiT KN, fYtl3 N61) INTO CONCRETE OR MASONRY 2-1/2' MN. DIRECTLY INTO CONCRETE INTO ASTRUCTURE WOOD ��U/{ NNL RE J;IN. L1-3/4" MIN. EMBED INTO CONCRETE I 0K .—.—. —. —. —,—.—. _.—.—. — J WOOD AT HEAD OR JAM SO- MATU qg NOTE: CONCRETE AT HEAD. SILL OR JABS 1.. 3000 PSI MOL, o e Y C-BO HOL1 ANCHOR CAPACITIES LISTED ON THIS11W/FlI Im BLOCK AT JNIE Ym . 2000 PSI ITT. 'YIES yg SHEEP 70 BE USED IN CONJUNCTION' SILL RISERS aRODUCFNF.SEE SHEETS 14N 15. 17 a 16 CDR OPTIONAL. SILL DETAE °o�U'I'8-n*- u K E �n WITH GLASS CHARTS ON SHEET 13 //-AND SHEET 13 FOR CAPALTIY bwIQCob 3 9 k / AsiPMoro No 1 LOWER K SYSTEM VALUES CONTROL C.Pr 0.1. J TRACK SYSTEM SHOWN P1S0 APPLICABLE � ANCHOR TYPE B yy �q ANCHOR TYPE B _ TO 2 AND 4 TRACK FRAME. DIRECTLY INTO 3 KSI CONCRETE 3 mr DIRECTLY INTO 3 KSI CONCRETE - - PLEASE SEE FOLLOWING SHEETS FOR DEALS. N:F-dwIlOmOd 2 fN) @ NARDENm TYPICAL ANCHORS W-ME7AU /NON-SHRNNADE IN CLUSTERS Q' _ IOCH STPENGIN GROUT AT MTG. SnLE P•'. - Brpwin9 no. Y.. sow I•s MIN. a INTERLOCK ENDS MAR q 1, HT. MUST TNWSFER SHEAR QUANTITIES 5 ?018 SMES ADM:' IN HT. UPTO 120 W. RICH. LOADS TO STRUCTURE A,L IIII,t1 Bheat 15 of 28 SEE SHEEP 15 FOR ANCHORS x Is EDGE Dw. ] 5l0• . EDGE i\4N I�e•. ... � ._. •i .C45T.. 0 a 0 W W •, A. :. d' • � x'osr. .'y, .5/B SEE SHFET 15 FOR ANCHORS THREE (3) TRACK DOOR DETAILS 0 101 i 2 t p 2-.' 4li tt8 tHr NEEP SIZE 1/4- X 1/8• V 'a EFER TO SHEET 15 FOR VARIOUS 1STALLATI0N CONORIONS. (Y, Q b M TONAL SLANT SILL ADAPTORS 8 � DECO RATNE OoP 0 OVER aka O W N C 1 0 v3 I� R SLLL RSER REOD. FOR LORDS ABOVE a50 PSF LADS PSF R0,52018 / '*Z �UU 1 ® ♦<.i` � IiJI�� O 1 M US SDfM 15D NW S ID=n1nc. AL-FAROOQ CORPORATION CGI Vindows and Doom, SSSOSUMS DRWFSU10100 a N.W. 25TH STREEMUUFTOWDA331mMIAMI, FL 33172Ta (WS) J93-090 - COMP -AN- W10-J1CGI LOM PSF Oa WEEP SIZE 1/4' X 1/B'w M REFER - S.- 15 FOR VARIOUS INSTALLAMON CONDIRON a 0 arc Qa�s� OPTIONAL SLANT SILL ADAPTORS[L.;nei oco�OPTIONLL SILL RISER -1 OPTgNN. FOR LOMs pp i00 PSF N e WMie-!2f'!2f . fu kL. 'FAs OAR p520IB � drawing no. AL ANCHORS ELEV. FOR SPACING 4 V u 1/E. MAIL OAO BWING SKI I /10 % 1-1/4' S5 PH EMS G.1 1 PER CUP PANEL WIDTH 1 PANE, WpIM Zq ti ; O D.L.O. J1 F d IS X 3/1' SS FH SNS 1 PER CLIP I OLD. B C O 4 0NT� °0 0 ue� EB EI FIXED PANEL O.L.O. INTEBL.C1S (RDNFDRCED) NON. PANEL WIDTH EXTERIOR EB ASTRAGAL rY � U a � DOOR FRAME NiDM wLLOWGEYEy� tlr O 01�. 1BY WOOD BUGS N✓�ali �YYe J 9 r I SEE NOTE SHEET 1 E•WOWw hk�/����_ o �n AD K1 L1 & /10 % /-1/4' I PH SMSPER Clip $yo 0 6 C ZM i SHa PANEL WIDIN boy 3 PER PANEL AT IS- FROM 1/3' M. 33 TYPICAL'WCHORS FOCH END Q LMD BEARING AND AT MIDSPAN SHim METAL O.LO. LOAD BEARING SEE ELEV. STRUCTURE OI K SHIM,:FOR SPACING /S % 3/4' SS FN SMS PER CLIP 0 • TYPICAL ANCHORS SEE ELEV. MR SPACING oypg ExT. L'''•' EM. Qa C o e 6 qq e DOOR FRAME MOTH EXTERIOR DOOR FRAME WORK tl DOOR iiNME WIDTH OR WOOD BUCK WOOD ST F1% D PAN ` J • �••• �. SHMET SEE NOTE SHEEP 1 MAR 0 5 2018 OF ` a owlDy Ro. SHM 15 FOR ANCHORS SHEEP 15 FOR ANCHORS REFER TO SHEEN 15FOR VARIOUS INSTALLATION CONDITIONS. l U ro = WEEP SIZE 1/4' X 1/S' dii'l 8 c g 3 0 _OPTIONAL SLANT I- R c° SILL ADAPTORc DECO RAINE slu cv+ER OPnONAE zz 3 g ° ^ 8 w d ° ,� 8 v; 3 Zo a pqo Su RISER F6t R . FOq LADS ABOVE 60 f5F o F N I SRL RLSER �DD QCS ABOVE N+60 EPSF as C 5tl u t 4¢4 t n n �Ro 1 � boes�e n. Ra k =� o FOUR (4) TRACK DOOR DETAiTR snme�nTl 3 4RE5 SDffWM 150 NtN 91oP19 OA6 ODOR (M) I A4FAR000 CORPORATON CGI Mlndows and Doors, Inc. d°Nm aPRODUCTD6 OETIFNT a78o sDNSETTDwvE SUDSago 10100 N.W. 25TH STREET MWM6 FIMRWAa3373 (".n. 45M) MIAMI, FL 33172,E r�tc ro�aeae9>e TEL (395) 593-099 F, Goal 59] 92 a I'i III IIi _ iili ii�l IIII C% � ma K O � O� y n map i7: Qp i F 6•. ;.�:� tr � � 999� NON n 3 '°" a}to-,u f°"' °"� colas sxmlci. 1so uw s�DNc ais ooQt A4FAR00 Q CORPORATION E nos a escn ion (�) ]/e'. 1' L HLn.I CDNUL Rv6o, tTiO1NE1>>S 6PRODDCf DEVELOPMEM O m ow,a na sm C. Windows and Doors. Inc. sseo wnser Dx j a•. h w ouwL na Dm 10100 N.W. 25111 STREET MwM4 cwnrowsira�� zm �.N, ssse) ,ay. m m mwmrs MIAMI, F'L.. 33172 ]f]-lsH6)ZQ{QyHp sNLI'ms)zeaePn Ps (]oel ]H}yHD F r]nsl w]_a.os TYPICAL PAD PILE INSTALLATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR MOUNTED POCKETED JAMB I-1/6' MINO+{ NTH EDGE DIST. r TYPICAL ANCHORS = '� TYPE A. B OR C AT 6' I`ROM ENDS AND O B' O.C. INTO WOOD/CONC./METAL 6' O.C. INTO BLOCK ONLY 1-1/]' YIN. WOOD EMBED YIN. CLOCK EMBED q ` IryT 1—]/A' YIN. CONC. EMBED WW I/6' MIN. METAL THICKNESS O i $9R g god of POCKET CAVITY NOT BY 001 J NOT PART OP THIS NOA TO BE REVIEWED BY ANE ANQDifCTYEY+ e br 4- 1a za �•-. n r CO➢B PART Ho. ➢69GL1�1 - YA18PL4L 1(1NU7. AEIIARL9 Et C iu FPAYE SILL 2 1RAIX 6053-TS al EXTRUDER - M CCI-151 FRAME —B 2 TRACK 606 -75 CM EXIRLOM EJ o0-tee FRAME HEAD 2 TRACK 60E3-TS OM EXTRUDER E4 CGI-153 EXTERIOR INTERLOCK 0053-M COI.EXTRUDER - ES CGL-154 MEROR OlTEFLDCK . -TS CGI E%IPUDFR - EB CO-lS5 NAN STILE 6003-T0 CCI EXIROER - E1 COI-156 TOP & BOTIOY How 8003-TB COI EXTRLOER - Ea CCI-157 SILL RISER BOB3-TS Col EXT.Low - EST- CQ-181 KT. SSE. RISFx(DPTronu) 606]-Ta aI EXRiU M - 0 COI-156 NfERIOR 7HACIM ASfUGN. 8083-TB CCI EX"'W' R - E10 CGI-ISB INTERLOCK RONTORCIN9 (LENGTH - FTALE HT. - BT 6O53-7B OR EXNWDER - Ett MI-182 FRAME SLL 3 TRUCK 6083-76 C01 EXIRUOER - E12 CGI-16l FRAME 3AM0 3 TRACK 6053-T6 CC[ EXIRRER - E13 CM-lw FRAME HEN) 3 TRACK BOBS-Ta CGI E%RBIDER - E14 CG-,0 OUTER TRICK ASTmtIAL UM-76 ON EXTRUDER - E15 CCI-170 POCKET HOOK 6063-T6 ON EXRNOTA - CIS W6 i21 7/16' QASS GLAZING BEM 6063-M co, EORIIDER E17 MI-10 1' GLASS 49ADNC BEAD 8003-TS CGI EXTRUDER El6 CQ-153A EXTERIOR INRERIDCK (OPTIONAL) E l6 w CGI EXTRUDER Ell) CO-154A INTERIOR DRFMACK (OPTIONAL) 60B3-76 CQ ExIRUDER E20 CQ-i!im MAIN STILE (OPTIONAL) 60B3-T6 CGI E%THUOER E21 CM-15G TOP & BORoY HM (—N.) E083-7B CGL EX71"ER f92 CQ-158A ASTRhms (OPNAL) 00 6063-T8 CQ EXTRUDER - E23 OC-16BA OLREA-TRCK AMPAAL(OPTIONAL) 6063-76 CGI EXTRUDER - C24 CCI-180 DECORTNE SILL CWEN (oPllowl) 6063-76 CQ EXTRUDER - a, C01-184 R 3 & 4 TRICK FRAME ELL SCREW COlDR 6063-76 CED EXTRUDER - 06 CQ-187 Z 3 & 4 TRACK FRAME HEAD SCREW COIER 6063-TS CGL EXTRUDER 07 CQ-1B6 TRALE 3MLB SCREW C (OPTIONAL) 6063-TTI CG E%1RUCER E26 CO'-10 8 FRA14: HEM 4 7RACK So83-T6 CQ EXRN[ER 09 Ca-1029 iPAYE SLL 4 1R/fAM (NN3-76 CGI EXIRU6R - EM CGI-1030 PPAIE MWB 4 TRACK WO T6 Cal FXIRURR - E71 CGI-1057 FTSMLE CORNER ADAPTOR (9O) (IO83-M CCI EXTRUDER - E32 CQ im PEYALE CORNEA ADAPTOR 0-) e08]-Te ON EXTRUDER E33 COI-1059 Yl1E CORNER ADAPTOR 6063-78 CGI EXTftOER M1 CQ-38V OWING BULB Wm (DUR01&T6R 75-50 SHOW A) M M2 IX 171C FORD PANEL CUP (2-1/2• LONG) 6067-75 3 O FHIED PµEL MJ CQ-173 11XRD PANEL SHIN NYLON 2 PER F➢OD PµM M1O CQ-170 FRAME HEM ANTM & PM PRE WOM/NYLON SULLYµ 1 PER WITTH K/ACTH. MIT W23201NG PEE WITH CENTER RN WOO. UL7RAiM OR EOUN. - M12 - BOTTOM RAD ST*TD L 1' LCM 2 AT EACH DO ALUMINUM CQ EXTRUDER 4 PER BOTTOM RAN.U7J A-51-PRS-15 HOLLER ASEYBLY AT PANELS WITHOUT CORNEAS S/ST AMESBURY 2 PER OPFPAHIE PANEL Ulm 1964 ROLLER ASSEMBLY AT CORNER PANELS ST/6T µESBURY 2 PER OPERABLE PANEL Y14 S2X-500 DRAM MOOISE LOCK ST/ST SULLIVAN ATTACHED TO SOD-503 Y14A PSCII CO 6-117 DUAL MORTSE LOCK ST/ST WIQh00tS ATICHE➢ TO Ulm U15 Sr0-507 KEEPER ZINC SULLIVAN IRSR. W/ 2 #IOX3/4' PH 1115A WC W711 KEEPER ZINC MIERLOCIfS INST. W/ 2 #IOX3/4' PH M16 SGD-5117 RECESSED ADAPTOR ZINC SLLLNAN INST. W/ 2 Il OX3/4' FN MIM PSOI-=15-117 RECFSYO ADAPTOR ZMC INTERLOCKS INST. W/ 2 I10X3/4' FH M17 SGD HANDLE SET ZINC SULLNµ/INIEAlOCl6 M16 S1123WWH HANDLE SET OPTOWL ZMC SLLUVµ M19 SMOM SLPRUF SENANT SRICMNE fE M2D CGL-177 PANEL TOP & BOTTOM DUST PILE MOL/F SULLNµ OR NOUN. 4 PER MEL M21 WS-202 HEAD µIT SLL 5WLL PILE PAD WOOL ULT 2 OIL NOUN. 1 PER RADODCK/ASNRDLL M22 WS-20f SN. MTFRLOCK PILE PAD WOOL ULTHAPM OR FAUN. U23 Ho-,:-,W42 J50' REACH POCKETSEAL - AMESBURY - S2 - /10 X 1 1/4• W. PH6. PH. SAS. ST/ST. ASSEMBLY SCRflY - - 2 OR 3 PER CORNER M�V SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS V D TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT O MAIN STILE AT 40' FROM BOTTOM Po, SS MORTISE LOCK (PART BSGD-500) (PS01-0036-117)ZINC RECESSED Q� q ZINC HANDLE SET (P ADAPTOR #S�00) & (PART d#S117) M2300WH) C m G O ZINC KEEPER (PART /SGD-507) (PART BSGO-507N) 84 Q DOUBLE LOCKS: REOD. AT 90' AND 135• CORNER PANELS ONLY T40 POINT LOCKS LOCATED AT MAIN STILE AT 40AND 78' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART BHD-3310141) C g SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED o CONNECTING BAR (PART 8HD-3310142) ET SECURED WITH ZINC HANDLE S(2) 6-32 X 1-1/2' OH MS O E3 STEEL KEEPER (PART JHD-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS c �� R 0 nd 8E U�3 NDDOCTMLym IbERwM re�yEyX A� AXI7a 17 12E . 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ENGINgEM'U�a�HoaucrDEvEt, ENTitve,suna=I 25TH SiREEf MwMI, FiOWDA831T3 Mc�.v. sassCMI, Fl. 33172 stu-ttsvv nac (am) sva-asav Ta caam aosevua vuc amevieto-atcw C B9� A � �l N O (fpl' j1fe. � am� m-n-tn revtsi9m: � a e escn �9n O 5 LL^� 9/9• . t• � maia 99mw nn+sDx Y 919.t ro DVIY'C T4 9YET W a. h• Y t t.x9.t DYrcE ns vYxx NO OWR Ig3519LT sE Bs um9a Iso kw sm c aAss I- !W CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, EL 33172 m (305) 993-9a99 i`1 (90S) 599 11522 Ol Mel A4FAR000 ELOPMENCORPO j!ON NEN INEO15tmt9B. PROD'CTDEVT 93MU DRwE, suRE 220 MlMtl,l aMDA33313 (TJ.H. 369E —_ua Sam SD Mb 15A NA S g C= DOOR W) CGI fndowe and Doors, Inc. AL FAROOQ CORPORATION aaw�d"RODVTDEvaovl■Q.r 9380 SUNSET DRRIE. J30 10100 N.W. 25TH STREET MIAMI. FL: 33172r�ctaea�sD •.DRE pnw,t4 noRlDw xvy�s 1c.,.N.35381 T (303) 593-MM W. (MI) SS3- ,1 ..... ....