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WS-17-1403Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Rept tPPRV Iue Oats: 81112017' Expiration: 01/28/2018 Applicant 1090 NE 96 Street Miami Shores, FL 33138- 1132060143470 Block: Lot: ALAN SANDLER Owner Information Address Phone CeII MICHELLE SANDLER 1090 NE 96 Street MIAMI SHORES FL 33138-2552 Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 CeII Phone Valuation: Total Sq Feet: $ 37,000.00 0 Type of Work: REMOVE AND REPLACE BY IMPACT WINDOW No of Openings: 26 Additional Info: REMOVE AND REPLACE BY IMPACT WINDOW Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $22.20 $5.40 $5.40 $7.40 $360.00 $9.00 $29.60 $439.00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-17-64103 08/01/2017 Credit Card $ 389.00 $ 50.00 05/25/2017 Check #: 1505 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. I certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni ° ore, I authorize the above-named contractor to do the work stated. Autho nature: Owner / Applicant / Contractor / Agent Building Department Copy August 01, 2017 Date August 01, 2017 1 sl2s I i-4 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVE MAY 2 5 7017 5 -9Th FBC 20 ►L1 2 Master Permit No. S 1 - IU03 Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /O `O /f/LC 96 5-r p City: Miami Shores County: Miami Dade Zip: ��J/3(J Folio/Parcel#: ll -3246- 0/#-3470 Is the Building Historically Designated: Yes NO Occupancy Type: /ROO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A -tits) t� /7/e1/eii ,- ! ' t . Phone#: Address: /090 /✓' 96 5T/ af City: HGM01/ State: Zip: 33/3a Tenant/Lessee Name: , ) / Phone#: Email: CONTRACTOR: Company Name: iE el 5 a21,,,% 3 Phone#:3 26-44444 Address: g7/Z9 Te7'L City: ",frim / State: Zip: 3317g g Qualifier Name: 1341-t/ 20 in/AJh �7 Phone#: State Certification or Registration #: CGc O/6 / Certificate of Competency #: DESIGNER: Architect/Engineer: kv# .b 4hy//* Phone#:5Q 26#' /O0 Address: V 6Q iv$tg--f%/L ZLo City: /1/ / state:PL Zip:33/73 Value of Work for this Permit: $ ,3% Orri, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace n Demolition Description of Work: 1.471,01/8- ger,� e-hy / 14/u,JJ (J L) < Y) Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ ! • CD (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pro . d and a reinspection fe: will be charged. Signature NER or AGENT Signature ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me tis day of A , 20 1_,__, by 2� day of "41 , 20 /2. , by ,1 A ' 1,,v,i1e.A' , who is personally known to 1:0 4"." S��t� , who is personally known to me or who has produced as rile or who has produced as • identification and who did take an oath. NOTARY PUBLIC: Sign: ...4 _.a Print: Seal: FRANCISCO A. SANCHEZ NOTARY PUBUC STATE OF FLORIDA Datta 'PF911622***** Expires 9/16/20 APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: ,,%' I Print: A0,:t r"v .9' 100'7'V Seal: ** ** ************** IansExaminer FRANCISCO A. SANCHEZ NOTARY PUBUC STATE OF FLORIDA mow opotint******************* Exp 9/16/2019 Zoning Structural Review Clerk 05-21-2017 •• ••• • • • • • •• • • • •• • • • • ••• • • • • • •• rn • • • • J.V • ••• I•�l • •• • • • • ca • • • ; • • • •••• . • • • •tea. • II�9 ••• • ••• ••• Vt.: • • • •• .••. •• • • • • •••• • • • • • •• • • • • •• •• • • • • • • • • • • •••• 1609 SW 14 STREET, Suite 102 1 Miami, FL 33145 T: 305.48).2265 t jpperi%Ittinf@jp0oRseltatAtinc.cdln 1 J.P. CONSULTANT MIAMI, LLC. C21) ET3=4 o;� �, ,. CoweiasLT0ar� MIAMI. LLCeem �°m h' M" °�� 2 CLIENT NAME: THE R & S COMPANIES w tammaammalccammmamm ��'Etlueercla N �• PROJECT NAME: SANDLER RESIDENCE PROJECT ADDRESS: 1090 NE 96 STREET MIAMI, FL 33138 SCOPE OF WORK: Remove & Re lace existing Windows & Doors TOTAL GLAZING AREA 495.92 SQFT F^> 1,_IMyp,Fr G �i�N (J R ERIES-`, CO P0 �, _P4 UlY �, FJ,OF . SECTIO S OPENINGG. I "(IN) EF,0EGT VE IDTH(IN) SPAY IS_ HEIG (IN) DRAWING N071_S -ACCO a +Pd:(PSF) ALLO ED.. Pd.(PSF)> CO R©LJ GLASS`TYPPE �' R QUIR D +P •(PST) RHclu R•E,D -•`„Pd(PSs'>'• REMARKS W-1 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 O/X 75.0 75.0 5/16" Lami 5 1 48.6 65.1 OK W-2 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 48 48 59 O/X 75.0 75.0 5/16° Lam, 4 48.6 52.7 OK W-3 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 O/X 75.0 75.0 5/16" Lami 1 5 48.6 65.1 OK W-4 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 47 O/X 75.0 75.0 5/16° Lang 4 48.6 52.7 OK W-5 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 O/X 75.0 75.0 5/16" Lami 5 48.6 65.1 OK W-6 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 O/X 75.0 75.0 5/16" Lami 5 48.6 65.1 OK W-7 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 O/X 75.0 75.0 5/16" Lami 5 48.6 65.1 OK W-8 15-0512.21 1 "238° ALUM PROJECT OUT WINDOW LM.I. 1 27 27 41 X 110.0 111.0 5/16" Laml 4 _ 48.6 52.7 OK W-9 15-0929.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 74 37 50 OX 65.0 65.0 5/16" Lami 4 48.6 52.7 OK W-10 15-0929.13 1 °SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 53 261/2 26 OX 80.0 90.0 5/16° Lami 1 5 1 48.6 65.1 OK W -11a 15-0929.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 37 181/2 63 OX 65.0 65.0 5/16" Lami 4 48.6 52.7 OK W -11b 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW LM.I. 1 37 37 11 0 80.0 80.0 7/16° Lam! 4 48.6 52.7 OK W -12a 15-09293.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 37 181/2 63 OX 65.0 65.0 5/16" Lami 4 48.6 52.7 OK W -12b 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW LM.I. 1 37 37 11 0 80.0 80.0 7/16" Lami 4 48.6 52.7 OK W -13a 15-0929.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 74 37 63 XO 60.2 60.2 5/16" Lami 4 48.6 52.7 OK W -13b 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW LM.I. 1 74 74 11 0 80.0 80.0 7/16" Lami 4 48.6 52.7 OK W-14 15-0929.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 3 106 351/3 50 XOX 65.0 65.0 5/16" Lami 4 48.6 52.7 OK W-15 15-0929.13 1 "SENTINEL 120° HORIZ. SLIDING WDW LM.I. 2 37 181/2 26 OX 65.0 65.0 3/16" Laml 4 48.6 52.7 OK W-16 15-0929.13 1 "SENTINEL 120" HORIZ. SLIDING WDW LM.I. 2 53 261/2 38 OX 65.0 65.0 5/16" Lami 4 48.6 52.7 OK W-17 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 28 28 41 O/X 75.0 75.0 5/16" Laml 4 48.6 52.7 OK W-18 I5-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 38 38 59 0/X 75.0 75.0 5/16" Laml 1 5 - 1 48.6 65.1 OK W-19 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 48 48 45 O/X 75.0 75.0 5/16° Lami 4 48.6 52.7 OK W-20 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 48 48 49 O/X 75.0 75.0 5/16" Lami 4 48.6 52.7 OK W-21 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW L.M.I. 1 38 38 59 0/X 75.0 75.0 5/16" Lami 4 48.6 52.7 OK W-22 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW LM.I. 1 48 48 68 0/X 75.0 75.0 5/16" Lami 4 48.6 52.7 OK D-2 14-1015.04 1 160 SENTINEL ALUM 0/S GLAZED DOOR W/ S/1. LMd. 2 52 26 80 XX 80.0 80.0 7/16" Lami 1 5 1 48.6 65.1 OK D-3 14-1015.04 1 160 SENTINEL ALUM 0/5 GLAZED DOOR W/ S/L LM.I. 2 72 36 82 XX 80.0 80.0 7/16" Lami 4 48.6 52.7 OK D-4 14-1015.04 1 160 SENTINEL ALUM 0/5 GLAZED DOOR W/ S/L LM.I. 2 52 26 79 OX 80.0 80.0 7/16" Lam' 1 5 1 48.6 65.1 OK D-5 14-1015.04 1 160 SENTINEL ALUM O/S GLAZED DOOR W/ S/L LM.I. 1 32 32 81 X 80.0 80.0 7/16" Lam' 4 48.6 52.7 OK MULL 15-0420.08 3 SERIES CUPPED, EXT ALUM TUBEMUWON LM.I. 1 74 74 0 3x2x74 80.0 80.0 4 48.6 52.7 OK NOTES: I hared Ahmad, P.E. FL470592 E.B. CAN 8 3538 •• ••• • • • • • •• • • • •• • • • • ••• • • • • • •• rn • • • • J.V • ••• I•�l • •• • • • • ca • • • ; • • • •••• . • • • •tea. • II�9 ••• • ••• ••• Vt.: • • • •• .••. •• • • • • •••• • • • • • •• • • • • •• •• • • • • • • • • • • •••• 1609 SW 14 STREET, Suite 102 1 Miami, FL 33145 T: 305.48).2265 t jpperi%Ittinf@jp0oRseltatAtinc.cdln 1 J.P. CONSULTANT MIAMI, LLC. C21) ET3=4 o;� . AL-FAROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE Page 1 of 1 9360 Sunset Dr. 1 STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com 1 alfarooq©afceng.com Project Number: 26356-1906 Date Requested: 8/10/2016 8:05:03 AM Client: Jose Eduardo Perez J.P. CONSULTANT MIAMI, LLC 1609 sw 14 st # 102 MIAMI, FL 33145 Mailing Address: Jose Eduardo Perez J.P. CONSULTANT MIAMI, LLC 1609 sw 14 st # 102 MIAMI, FL 33145 Project Address: 1090 NE 96 STREET MIAMI SHORES FL 33138 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2017 , Copyright Al-Farooq Corporation Job Name: Michelle Sandler 1090 ne 96 st Miami Shores, FI 33138 .... Wind Load Analysis for componentsand cladding with impact protection as per specificaliOn o/ ASCE 7-'d& 2014 FBC. • • • .... • .. . • • Design Wind Pressures (PSF) Trib. Area (ft 2) 10 ZONE 4E J ZONE 5E Zoete 4 • • • • • • •Zone's -65.1 • d-1O%OFLEAt6V8RIIONTAL•iyMEN$,ON • HEIGHT "H" FOR SLOPED ROOF 15 THVIVIEAN ROOF HEIGHT Valid Only with Engineer's Seal CAN (EB) #3538 • .•. • • •. • •••• • • • •. • • • 5/22/2017 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25'h 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 Me *AHJ may immediately revoke, modify, or suspend the use of such product or material witItthir jurissictton. RRl•.• reserves the right to revoke this acceptance, if it is determined by Miami-DaclgAmity Prgtjnct Contra,,; Section that this product or material fails to meet the requirements of the applicable blinding code. This product is approved as described herein, and has been designed to comply.witk the F 'da, Building Code, including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. . •, •' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 .miamidade.eovfeconomy APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130.ALumFixed Window .' (L.M.I.) (S.M.L)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revisioi F dared 04/40/13 • prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., be4ring the Miafii-Dade County Product Control Revision stamp with the Notice of Acceptance number and bxptration'dde 1 ' the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM DADE CO APPROVED 6/40" NOA No. 15-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, 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 Mr 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 P*Q f xed window, to qualify DuPont "Butacite" PVB interlayer, DuravealP gnd Super Spacer • ; • insulating glass spacer, prepared by Certified Test Laboratories Test RepOrt.'ltt. CTLA-3056 WA, dated 03/03/15, signed and sealed by Rarri,epkc. Patel, P,,E • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loadin •perFBC TAS 202-94 . 2) Large Missile Impact Test per FBC, TAS -20.1.-9.4 • • • • . . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94. • :' : along with marked -up drawings and installation diagram of a;grjil 7400 t\;C project • • out window, to qualify DuPont "Butacite" PVB interlayer, DivaSedl® and Super Spacer® insulating glass spacer, prepared by Certified Test I;abo ,toriess des Repolt • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by aftne§h C. Patel, p.E. • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 262-94 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, Duraseal® and Super Spacer® 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 along with marked -up• drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. ATL -0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) Manuel P.E. Product Cont aminer NOA Ni. 0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont DeNemours.& Lo., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11: expking on41414/17. • 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont btNdmoum• Co., Inc. • . for their"DuPont Butacite® PVB Interlayer" dated 04/11/Y3J ex(piring Oki 2/11/1F.•••; 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chcal Company W)' • • • for their "Saflex Clear and Color Glass Interlayers" dated'Ci19/114, expiiing on • 05/21/16. .... • .. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Cff m1ka1 Company (MA7 •': • for their "Saflex CP - Saflex and Saflex HP Composite Glass nierlayprs with P1T.„. Core” dated 06/19/14, expiring on 12/11/18. . . .• F. STATEMENTS • • 1. Statement letter of conformance, complying with'IFBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to Series "Sentinel 130" Aluminum Fixed Window — expiring on 09/22/15. E-2 CGI Windows & Doors, for their L.M.I. approved on 10/16/14 and Manuel Per .E. Product Control Eer NOA No. 15- " 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 8' MAX HEAD/SHL CORNERS 49 - FLANGE WIDTH D.L. OPG. 18" MAX. SHORTER SIDES ia 0a O Ig' J1 C _ I I I I a I r C O JL 1 r If C3 — — — 1i j i 11 // 1 JL 7 JI '1 1 1 u 1 uII I ii I II I II I O (II • I FLANGE & FLANGE ADAPTOR FRAME C FALSE RUMORS (SURFACE APPLIED) OPTIONAL. SERIES 130 SENTINEL ALUMINUM FDCED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 48" BUCK WIDTN D.L OPG. 49' FLANGE WIDTH D.L OPO. TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. m 98" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FD(. OR FDL WDW. WITH OTHER MWd1-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. TMS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 11 8' MAX S SIDES EQUAL LEG FRAME `WNDOW WIDTH I I 8' MAX. HEAD/SLL CORNERS WINDOW WIDTH WINDOW WIDTH 18" MAX. SHORTER SIDES 8' MAX. CORNERS STRAIGHT SIDES 3r ig oNNI WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH f �I • ••• • • • • ••• THESE WINDOWS ARE RATED FOR IeGE &SMALL MISSILE II:ACT. SHUTTERS ARE NOT REQUIRED. • • • • • • ••• • ••• • • • • • •• • • • • • •• • • • • • ••• ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • •• DAYLITE OPENINGS; D.LO. HEIGHT = BUCK HEIGHT - 3.00" D.LO. WIDTH = BUCK WIDTH - 3.00" Engn MAID NOM MAL RA. PE 70592 CAN. )5388 2015 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCTRBVISBD as complying with Ito Plaids /A uDdlos No5-041• .1,711 6 8 Product Canada drawing no. Z W10-02 (sheet 1 of 6) 1' ,e• 6• MAX. BUCK WIDTH D.L.OPO. 18• MAX. HEAD CORNERS ®r � SIDES - dII n I II II II I II II II , II t1 o II I; ,, II 2.� II ---ter -Ir---- G it II n II it II 11 II I I 11 11 II II II II it II II ii 00 II ml� We• BMX WIDTH DA.. OPO. 19• O t II II II II 11 II 11 1 II ,. II I : ; 11 II 11 II �II Tr II 11 I I II U 1111 u FALSE MUNTINS (SURFACE APP) OPTIONAL 16• MAX STRAIGHT SIDES 48' BUCK WIDTH D.L OPO. 6• MAX HEAD/Su CORNERS FIN FRAMES 1g• St =-Ti- 1 �� I1- -----41- � 18' MAX J STRAIGHT SIDES 1 1 g 6• MAX. CORNERS TYPICAL ELEVATIONS 98• BUCK WIDTH 0.1. OPO. ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • Eve JA�AWIAD FLA PE 70592 CAN. 16• MAX. STRAKGHT SIDES 0 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 1 LOT .4459 a d 0 1T drawing no. W10-02 (sheet 1.1 et 6 • • • •80 • • • • • • • • • • • • • • •• •S • • • •• •• 800 • • • ••• • • �� `� DEMON LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PM w 214808 DIN8. BUCK DIMS. MASS TYPES 'L"&'Ci' GLASS TYPES 'D'Qbl' FLANGE 8188. BUOY D1N9. GL/SS WPM 'Clete01AS9 TYPES 'D'&'DI WIDTH (W) LENGTH (1) WID1H (8) LENOTH (1) EM.(+) 1N7(-) 80.(4.) 1M.(-) WIDTH (N) IENODT (L) 8101H (W) LENOBI (L) EIRj+) INT.(-) E(1.(+) IM.(-) 8 G) g 1. n eg�j '"' gg e3 ¢ GM �Q 1e�i zd a 8 24" 23' 80.0 80.0 80.0 60.0 24" 2r 60.0 80.0 80.0 80.0 30' 29' 80.0 60.0 80.0 80.0 30' 21" 60.0 80.0 80.0 80.0 L 38" 35" 80.0 80. 0 80.0 80.0 36" 114' 35' 113° 73.0 73.0 80.0 80.0 J 42' �. 41" �. 60.0 80.0 80.0 80.0 41• 40' 61.4 61.4 80.0 83.0 48' 47" 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 ' 54' Sr 60.0 80.0 80.0 80.0 30" 28 80.0 80.0 80.0 80.0 / 60' 68' 80.0 80.0 80.0 80.0 38" 120' 35" 119• 72.4 72.4 80.0 80.0 81' 80' 80.0 80.0 80.0 80.0 39" 38' 85.9 669 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 30" 29" 10.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 800 WENN AND LENGTH ZON0114EALLY AS CAN W OBOVE. VERTICALLY OR HORIZONTALLY A8 SHOWN ABOVE. 78' 38' 80.0 60.0 80.0 80.0 38' 121' 36' 120' 72.3 72.3 80.0 800 42" �. 41" 47, 70.210 70.2 80.0 80.0 39" 38' 85.8 880 80.0 80.0 48' 47" 61.3 61.3 80.0 80.0 - 54' 53" 61.3 61.3 80.0 80.0 J4' BUCK 0180 14' t v^i �,j �s _ •� gi CGI WINDOWS & OOORS 10100 N.W. 25Th aIttr_i MIAMI. FL 33172 Tfl. (305) 583-8590 FAX. (305) 593-8592 _1 60" 59" 61.3 81.3 60.0 80.0 81" 80' 81.3 61.3 80.0 80.0 DESIGN WAD CAPACITY - PSP 24" 23' 80.0 80.0 80.0 60.0 RANGE DIMS. BRICK DIES. MASS TYPES 'C'&01' CUSS TYPES b'&bl' FLANGE FRAME 30" 29' 80.0 80.0 60.0 80.0 WZRH (8) LENGTH (L) WIDTH 00 MOTH (L) EKL(+) 1Nr.(-) EKL(+) 1M'4-1 36" 35" 80.0 80.0 80.0 80.0 18-1/6" 18-1/8" 80.0 80.0 80.0 60.0 42" �. 41' 59' 70.2 70.2 80.0 80.0 28-1/r - 25-1/2' 80.0800 80.0 80.0 FIANCE DIMS 48" 47" 81.3 61.3 80.0 80.0 W-11.12 37' 38' " 80.0 60.0 80.0 80.0BUCK DIMS 54' 53" 84.3 54.3 72.5 72.5 48' 2C 47" 80.0 80.0 80.0 80.0 1 80" 59' 48.8 48.6 85.1 65.1 53-1/8" 52-1/8" 80.0 80.0 80.0 80.0 -00, Ey 61" 80" 48.8 48.8 65.1 85.1 81' . - 83' 80.0 80.0 80.0 80.0 6 1 � 24" 23" 50.0 80.0 80.0 80.0 19-1/8" 18-1/6' 80.0 80.0 60.0 80.0 30" 29"80.0 80.0 60.0 80.0 26-1/r 25-1/2' 889 80.0 80.0 80.0 EGl1AL LEG FRAM 38" 36" 80.0. 80.0 80.0 80.0 37'38-3/B' 38' 80.0 80.0 80.0 80.0 4r n. 41' 71" 70.2 70.2 80.0 80.0 48" 47' 37-3/8° 77.1 77.1 80.0 80.0 48" 4r 61.3 61.3 80.0 80.0 83-1/8" 62-1/8" 77,1 71.1 80.0 80.0 L BUCK 3065 54" 53' 54.3 54.3 72.5 72.5 61" 60' 77.1 77.1 80.0 80.0 2 60" 59" 48.8 48.8 85.1 65.1 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 61" 60" 48.0 48.0 84.0 64.0 28-1/2" 26-1/2' 60.0 80.0 80.0 80.0 ----, gg r3 Y 111 1212 r A9 a r 13 R r A9 l 24' 23" 80.0 80.0 80.0 80.0 37"38' 80.0 60.0 80.0 80.0 FIN FRAME 30' 29" 80.0 800 80.0 80.0 48' SO -5/8' 47'48-8/B' 81.3 81.3 80.0 80.0 38' 35'7&2 782 60.0 80.0 53-1/8' 52-1/8" 88.0 58.0 77.4 77.4 BUCK DIPS 42" 84" 41" &3. 70.0 70.0 80.0 80.0 61" 60' 68.0 58.0 77.4 77.4 _ 1- 48 47" 81.3 61.3 80.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 I- 54' 53' 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 58.0 78.5 78b (r 'a FLANGE ADAPTOR ♦BANE 58' ss' 52.4 52.4 69.8 89.8 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 (���+ I 24" 23" 60.0 80.3 80.0 80.0 26-1/z` 28-1/2" 80.0 eoA 80.0 80.0 Ip- I 30' 29" 80.0 80.0 80.0 80.0 37'63'38" 80.0 80.0 80.0 80.0 FLANGE WAS a 38' 97, 35'88. 75.0 75.6 80.0 80.0 48' 47" 6? • • 81.j • 4P1.3• 0.0 • 1"• • .•. - av d 5 o g IIII g 42' 41" 65.2 95.2 80.0 80.0 53-1/8' 52-1/8' • 85.3 • 455.31 • 73'! • 13.7 • NOTE: 48' 47" 80.8 60.6 80.0 80.0 81" 60' • . 464 i 0 i 6 0 i • li4.0 • • GLASS CAPAC(11ES ON THIS SHEET ARE 49' 48" 59.6 59.8 80.0 80.0 75-1/4" 74-1/4" • 485 • 818.60 • 689 • •19 • BASED ON ASTM E1300-09 (3 SEC. GUSTS) " to... 24' 23' 80.0 60.0 80.0 10.0 W-13 19-1/8' ., 18-1/8" •• AS• BRO t0D • �.o•• AND FLORIDA BUILDING COMMISSION 1 1 .--,^ b 30' 29" 80.0 80.0 60.0 80.0 26-1/r 25-1/2" 80.080 80.0 DECLARATORY STATEMENT 5 -DEC -219.0 36" 102' 35" 101" 74.8 74.8 60.0 80.0 37" 36' 78.9 78.9 80.0 80.0 *mot JAYA9 MAD 42` 41" 807 65.7 80.0 80.0 48` 78' 4T • 6 45%3 6413 • 410D 8080 • PE ICOAL �' 2 as yhig with Gos FUNDS 45' 45" 59.3 59.3 80.0 80.0 53-1/r 52-1/6" • •36.3 .451 J7 217. • • V300592 Dunn* Code 24' 23' 80.0 60.0 80.0 80.0 81• 60' • •48.0 • 4* • 64.0 • 6481• • • • Acceptor= No '.�..., Dara ;1744_" Ji /� 30' 29° 80.0 80.0 80.0 80.0 ••• •• •• ~•• ••• ••• '�� � drawing no. W1 Q-02 38' 108' 35' 107' 73.8 73.8 890 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.11 { o� GP p �/,/�.. r,_ 42" 41" 824 82.4 80.0 80.0 �p 44' 43' 59.1 59.1 80.0 80.0 (sheet 2 of 8 ) • • • • • • • • • • • • • • • •80 • • • • • • • • • • • • • • •• •S • • • •• •• 800 • • • ••• • • 3/16' ANN. GLASS - - -- - - 075' lnterloyer Sallies CP With PET Core OR'Eastman Chemical Co.' _ 090 interlayer Sal fax Clear And Color Glass BR 'Eastman Chemical Co.' 090' Interlayer DuPont SentryGlea By 'EI. DuPont De Nemours & Co., Inc. OR 090• Interloyer DuPont Butaeite PVB By 'EJ. DuPont De Nemours & Co.. Inc.' 3/16' HEAT STREW') GLASS SILICONE GE 1200 DOW CORNING 1399 DOW CORNING 998 AT 1/4 POINTS ON UTES WIDER THAN 38' GLASS TYPE 'C' 7/l8' OVERALL IAM. CLASS (L.M.I. & S.M.I.) 3/18' HEAT STREN'D GLASS 078' SaSetoCP it r00WAh11 PET Core Br 'Eastman Chemical Co.' ..0090• Interlope Sallee Clear Md Color Claes B 'Eastman Chemical Co.' OR .090' Interims - DuPont SentryGlae B'EI. DuPont De Nemours & Co., Inc.' .090' Interlayer DuPont Butaaite PVB By 'EI. DuPont De Nemours & Co., Inc.' 3/18' HEAT SHE'D GLASS n SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 -.+ ON UTES WIDER THAN 38' GLASS TYPE 'D' 7/18' OVERALL LAN. GLASS 3/8' AOR SPACE 3/16' HEAT STREND GLASS 3/18' ANN. GLASS 075"r Saflwr IGP With PET Cora Bir 'Eastman Chemical Co.' O' Inter$ayer Wax Clear And Color Claes 'Emtman Chemical Co.' Oli .090' Interlayer DuPont SentryGlas 'EJ. DuPont 0e Nemours & Co., Inc,' .090' lnterloyer 3/18' HEAT STREN'D GLASS uPont Butaate PV9 By 'E.L DuPont De Nemours & Co., Inc.' 3/18' CLEAT STREN'D GLASS OR 3/8' AIR SPACE SILICONE � 1200 CORNING 889 DOW CORNING 995 XL EDGE SPACER DWI - OST. STEEL BY 'CARDINAL.' �►= ' I DUURASEAL BY 'QU NEX , OR SUPER SPACER BY 'QUANEX' a Ar 1/4 'a. NTS ALL SIZES GLASS TYPE 'Cl' 1' OVERALL. INSUL LAN. PASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE '01' & '01' MUST 8E TEMPERED. (L.M.I. ONLY) 3/18' HEAT STREN'D GLASS .075' Ieterlaysr Sanas CP pAth PET Core By 'Emtman Chemical Co.' OR .1190• Interlayer Sofiex Clear And Color Goss By 'Eastman Chemical Co.' .090' Into/layer DuPont SentryGlm By'E.I. DuPont De Nemours & Co., Ino.' OR 090' Interlayer DuPont 8utactte PVB By 'EI. DuPont De Nemours & Ca, Inc.' 3/18' HEAT STREN'D GLASS SILICONE GE 122CO1 1399 �0,0�_r,,, 7/'"11're t ••• • • • MEM S•At4• • • SR STIEL t8Y %ARANAL' • VII • • • •• DURASEAL BY 'WANE19' OR SUPER SPACER BY 'AMEX' Crrig L•=-rte' ` '� 11 II•s: I 1tT 14 l 4 AES • • GI��S TYPPon• •: : • • 1' OVENNAL %SUL•.ALL CLASS • • • • ••• • • • • • • • • • •• • • • • • ••• • ••• • • • • ••• • • OPTIONAL GLAZING DETAIL GLASS TYPES 'C1' & 'Dl' PRODUOTRBVISBD es wnplyfagwith IIIc Florida Building Code Acceptsaeateo kation Date AIL 8 g 6 c 5--,. 0 1 ti drawing no. W10-02 (sheet 3 of 6 • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • TYPICAL EDGE DISTAD CONCRETE AT HEAD, 511 OR JAMBS f'o = 3000 PSI MIN. I�I 1t, �rj v Lili . t%}1 b TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2' MIN. C-00 HOLLOW/FILLED BLOCK AT JAL t'm = 2000 PSI MIN. ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE = 3/4" MIN. i7 F S g gil Q 4i 44 _ __ d I INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4'. INSTALLATION DETAILS INTO METAL ' STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHWIS 2DY WOOD DUCK FOR SPACING 11 ORT WOOD TYPICAL ANCHORS -o STRUCTURE © SEE ELEV. I s =y FOR SPACING o v ,}� Q _ ELEV. RS ® UL1 cilli © • O ,� �'�` .6 © .. o o ��'�••T�7.,, FOR SPACING If11 tt t „��� "' ® �� �—::�. =II '._I' I 1_i ' ��Tlr ��{AIt�H�ILASI 0 i _� �..� i 1 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 na. (305) 593-6590 FAX. (305) 593-6592 illi LAM I�`"' l WOOD 1. O . p. 1 1 BY DUCK SEE EL APPCHORS SEE ELEV. ` FOR SPACING II '� © I n '. ® 0 1/4' MAY. . • EQUAL LEG EQUAL LEG sloes .. EQUAL LEG a . 0 EQUAL LEG a W WOOD RUCK • 0 METAL 1 I CI WOOD STRUCTURE C ,. .'E�� STRUCTURE Q_7 TYPICAL ANCHORS li' 1 FOR WOOING ii • 11111 o P fliii R o .!lh! ,fni�":�IF - — _____ �,:_ 0 r -0.-- ,CLajullii 0 TYPICAL ANCHORS ..., -.AMIN u.,...._ ." . • ': L SEE BEV. FOR SPApNfl '� " {lun � WOOD • •". ^ • BUCK I BY .. ,"�TYPICAL:. • : " ACKORS ELEV.' FOR SPACING ?I ® I SEE TYPICAL ANCHORS FOR SPACING •• ••• • • • • • •• • t G F• - gni - v did a 1S -- -- - -- - • • • • • • TYPICAL ANCHORS; SEE ELEV. FOR SPACING 114 SMS 0R SELF DRILLING SCREWS (( D•E 2002S: WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • BUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c 0 0 W •• • • • 'RW' INTO METAL STRUCTURES •AND TRANSFER THEM TO THE BUILDING STRUCTURE. o a S I t , I �` • ^ I 1/4" DIA. TAPCON BY (Fuo120 KSI. Fy=92 KSI) 'ELCO' STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) 114" DIA. ULTRACON BY (Foy 177 KS!. Fy'155 KSI) : INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/B" INK. MIN. (6063-T5•MIN. • • • 1-t/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO•BE• IATED OS¶(UNIi6)• • • • •• • • • • • • • Eng" 'WAD "" FLA.Hen ODUCTRBVISBD PRODUCT �D Mien v4ib �ilMda Accepts= No *'.4. 1- THRU 1 BY BUCKS INTO CONC. OR MASONRY J14 SMS 0R SELF DRILLIISS SCREWS• (GRADE:.ct� •: : . • •: : : 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••• • INTO MIAMI-DADE COUNTY APPROVEE•ALUOTIS (MIN.•1AR = b9o") DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••• • • • • •.• • • MAY I 20,�, `'w Dale -7Pfq : 'ISO / ..,,.. % / DY , ii. „., WW1-0rolWng i2 (sheet of 6 ) • • • ••• • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • TYPICAL INSTALLATION DETAILS V\ �0 1 o ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW J l n Ee 0SEE Y I INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR MITO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETANS DIRECTLY INTO CONCRETE FLANGE ADAPTOR NOTALIATKNN DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4' MAR. SEE ELEV. 28Y WOOD BUCK FOR SPACING SHOTS Ci I �000 ,YPu�L METAL RE 0 3 �- ELEV. FOR SP_ ..a ANCHORS SEE L-r \ 'p I FOR SPACING ___ Haw rd seas sEN1mla 130 AMA FlXED WINDOW (LMLXs.ML)) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL 33172 TEL (305) 593-8590 FAX. (305) 993-8582 11111-1,E,._RIS+V Fp.. JB t,4... •• P .. i °1:1 4.�� ° iikerI,A.._,A,..] WOOD 0l..0 . w /rpm AJCRS • SEE ELd• rIBV FOR SPACING ERICK QiI ° 0 t.. E o 2 3/B' 1@I. 1/4. MAIL BUCK HEIGHT 1/4' MAX. GAP OAP q .r' ��� NOT BYWOOD CGI 1/r MIN. 1%2" TAN./W\ 2 3/8' Y a FIN FRAME BACKBED CAUumw !I 1 \ ss TYPICAL ANCHORS: SEE ELEV. FOR SPACING I II ,99PIP L t I 2 ,.8 SMS (GRADE 2 CRS) � —I.:-� J— INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �I �y_— WHE N USED THE MIN. WOOD 1 �I BUCK DEPTH SHALL BE Sr. THE USE OF DEEPER OR 1-1/4' MIN. PENETRATION INTO WOOD I�, �•- II, — _; PBERMIT1VELED OODBUCKS IS NOOSE WMP 0 0 NOT DY CGI EXTERIOR BUCK WIDTH BUCK WIDTH I • • • • •• -I- .•.__-L_-j--r--_ _,J r• -.•--•-Y_._._1--•-1 j LBO-DADE UNN AAbleNZ •COWNIY•A I APPROVE) RUMEN •1 NALCO BWMONNIN ORS • 1I • v •°d a • d1-_ E200.6 !FT 1 `- I 1 & MILLION ANCHORS 1Sa ARdE ••� •• 1110A • • NI • • • 0011 i 1 'e i 'I. a 4 ^ I • in REMISED • • • �,- f '�][� • • FL E t/ TOi92 '5838 es wK6GwN Nada � .� D-"� : • 7. : CA. L �J I • • • • • • • • � • •• • • • • • • • • • ••yip• A". .Code • "_Y�� Nab. .I' , ' •,. ., •�. 77.4 �C a /. • • • • • • X 1• SINS. • • •• • • • •• • � ^' i R SPACING1 • • • • • At Old ay / drawing no.#14 �W10-02� (sheet S of 6 ) • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Et FLANGE FRAME 0E2 FLUSH FRAME/FIN FRAME .875 .998 .978 L_ 1.184 O GLAZING BEAD (LAM. GLASS) E4 GLAZING BEAD (LAM INSUL. GLASS) 1.01I00 4-.128 .500 N4 GLAZING ANGLE (LAM. INSUL. GLASS) NAIL FIN ADAPTER 0 1.480 .180 .550 .080 FLANGE ADAPTOR 1.398 .180 .0503 "NO O FLUSH FRAME COVER 1.119 1 .050 } _F 1.081 O SCREW COVER ITEM PART / QUANTITY DESCRIPTION MATERIAL 11ANP./SUPPTOR/It1G1ARH8 El CG1-118 4/ WOW. FIANCE FRAME 8083 -Te - E2 CQ -119 4/ WOW. FLUSH FRAME/FTN FRAME 6083-T8 - E3 CGI -121 4/ WWW. GLAZING BEAD (UW. GLASS) 5083-T8 - E4 CCI -123 4/ WNW. MATING BEAD (LAM. INSUL CLASS) 6083-T8 85 CGI -110 4/ WOW. NAIL FIN AMP= 8083-78 - E8 CQ -109 4/ VOW. FRONT FLANGE ADAPTOR 8083-T8 - M1 CO1-382V AS REg0. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS RECD. SCREW COYER- OPTIONAL PVC - M3 001-112 AS RE00. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/85 8083-75 - MS - 2/ LRE SETING BLOCKS EPDM DUROMETER 8838 SHORE A S2 010 X 1-1/4 2/ CORNER ASSEMBLY SCREW P111. P11 SMS ST/ST - CIRCULAR WINDOWS AT ENDS RECT. OR SQUARE WINDOWS • • • • • • • • • • • TV' CORNER DSTAAS • • • • • • • •• 4•• •• • • • •• • ••• • ••• • - 4 • • • • • • • t • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • 8 • • • • • 8 • • • ••• • • • • • • • • • • • • • • •• •• • a • •• •• ••• • • • ••• • 4 • I w D 2 V 0 a 8 Jti drawing no. W10-02 (sheet N3 of 8 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE 0NOA) CGI Windows and Doors, Inc. 10100 NW 25th 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 perforin 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 witrin tlaeirjurisdiction. REQ•..• reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Cormty Pr/dr:Control • Section that this product or material fails to meet the requirements of the applicable Willing cote. • This product is approved as described herein, and has been designed to comply & 'the Florida Buildi>;[g...! MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamidade.aov/economy Code, including the High Velocity Hurricane Zone.mei• • • • • DESCRIPTION: Series "238" Aluminum Project Out Window - L.M.I. .... . . . .. APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series 238 Alum. 11je' t Out WiMos ', sheet' •; • 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision 1 dated 04/10!i1,:prepared by AI-Faroo� Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dale County P odaet• Conttol�� Revision stamp with the Notice of Acceptance number and expiration date b'.t1 Mian -Jad, Courtly*" • . Product Control Section. 04 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 Mismi-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# 14-0915.08 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. MIAMI-DADE COUNTY APPROVED 1 15 NOA No. 15-0512.21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) 2. Drawing No. W99-04, titled "Series-238.Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I 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, Durasea1c and Su -.Spacer® insulating glass spacer, prepared by Certified Test Laborator; es .Test Report, 4o. CTLA 3056 WA, dated 03/03/15, signed and sealed by Ramtth C. Patel; I; •; 2. Test reports on: 1) Uniform Static Air Pressure Test, Loadinge®. IBC TAS 2D2-94• 2) Large Missile Impact Test per FBC, TAS 'QJ;94 • • • 3) Cyclic Wind Pressure Loading per FBC, '1 kS.203-94 '..' along with marked -up drawings and installation diagram of avrins 74ovpyq projee t • • • out window, to qualify DuPont "Butacite" PVB interlayer, Diira'srealan8'Suuer Spacer® insulating glass spacer, prepared by Certified Test Lattitoriq, Te§t Report ' • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by:Ramesh C.2 t'e1; P.E. . 3. Test reports on: 1) Uniform Static Air Pressure Test, Loadingper PBC TAI 292-94 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, Dtuaseal® and Super Spacer® 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) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-upn drawings and inctall 1 . 411 1 11 project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1010.03) E-1 Manuel ' er Product Control E r NOA No. 15-0 .21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum project -out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1010.03) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum •gasement, project -out and fixed windows, prepared by Fenestration nesting La1v.atQTy, Inc.,.... Test Reports No. FTL-1055 and FTL-1019, dated 10/18/4; signed arid: sealed by • Yamil Kuri, P.E. • • • (Submitted under NOA No. 96-0717.04) • '• • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 911, • . , • • 2) Cyclic Wind Pressure Loading per FBC, 'FAS 203-94 . • • • ' • along with marked -up drawings and installation diagram dP airaiumin rn jasemei • ; • window, prepared by Hurricane Test Laboratory, Inc., Test geporii No. ' • HTL-0080-0303-96 and HTL-0080-1107-98, dated *9/08)96 Eitel •:12/23$08 • respectively, all signed and sealed by Timothy S. Marshall, P.F • : • • • • (Submitted under NOA's No. 96-0717.04 and 99-0329.02) • % C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-stn Edition (2014), dated 09/03/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-2 Manuel Per Product Control E r NOA No. 15-0 .21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (CIear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. 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. 3. 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. 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 Eclittiorr(2014)i, erd of no •. financial interest, dated 09/03/14, issued by Al-Farooq Corpdfatidtt, signet -rand sealed"" • by Javad Ahmad, P.E. •••• • . • (Submitted under previous NOA No. 14-0915.08) ' '• •••• • •• • 2. Laboratory compliance letters for Test Reports No. HTL-0080:$31)1-07 •anct • .• ' HTL-0080-0905-07, issued by Hunicane Test Laboratory, Iilt., ¶fated 08tt78/08, . all signed and sealed by Vinu J. Abraham, P.E. • • •• . ' • • • (Submitted under NOA No. 08-1010.03) 3. Test Proposal for the qualification of Butacite® PVB glass iniariayer byKurasay • America, Inc., as well as Duraseal o and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project -Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. • E-3 Manuel P P.E. Product Control i iner NOA No. 15-0512.21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 GENERAL WINDOW SECTIONS e �U :_ .os FLANGE PRAAiF, WINDOW WIDTH VENT 0 D.L OPG. 0 o 8 Wi0c 0 oz w,LI llllll�'������RI D' MAX. 1YP. WW -T O A© �,�� �``""4t•I1r� HEAD/SILL SNUBBER CORNETTS coRNERs CO I .� I 4 % I I a /)/ �" \� O fi II jT II ! O WH -2' D.L OPG. 11/I'jI11N4ll :-.=-,61.72.=/=,11.--.5,e,..r..*:='V=11.7.... -=X3F-___; ii 1�I��1 ' 1f )I �I II �\ SERIES -238 ALUM PROJECT OUT WINDOWn f CGI WINDOWS & DOORS 110100 N.W. 25TH STREET MIAMI, FL 33172 TF1.. ow 593-8990 FM. (309) 593-8992 ..1 FOR GLASS TYPES, e U -------- to 1/2' IIIIIiqj REFER TO IIIA M � SHEETS 3 AND 4. ,,,,ii �r11- � WO' OR n. O O© • ! SEE SHEET 8 FOR CAPACITY SURFACE APPLIED -FALSE TGI NTINS O © D... co.P DL OPO. 2 1/2. OPTIONAL VENT ROTH I ELEVATION WINDOW WIDTHgo W WIDTHTYPICAL WINOW! WADTH (FLANGE FRAME) _. EXTERIOR p� s t-� c I t I 2 121 c R R >' R 111$ �+ 0 , 'j{r , 0 MawN MULTI POINT LOCK E� } `� — O CAM LOCKS Q--, Amir. TO CAV LOCKS o �- POINTS �L >> -! Mme. LOCK r�y7 � POINTS �� FOR MUWON/MULTIPLE UNITS, REFER TO © mil — ���� es` s SEPARATE CGI MULLION N.OA. 84' 4 O J • • • • •• X 8 ',SI o S a E NOTES: • • INSTRUCTIONS; • • •o THESE WINDOWS ME RATED FOR LARGE MISSILE IMPACT. USE CHARTS AS FOLLOWS. THIS PRODUCT HAS a9 EN pp ARO 10•LlbMPI.N WITH THE SHUTTERS ARE NOT REQUIRED. c .., o = - REQUIREMENTS OF FI BEI•D ' L'�41°•itiH WIOCTrc STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE .--. i N t e i r--� :- ]„ i g e 3 3 b 1 ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY 8E ANCHORED PROPERLY TO TRANSFER USING APPUGBLE ASCE 7 STANDARD. TO LOADS THE STRUCTURE. STEP 2 SEE CHARTS ON MEETS 3 AND 4 FOR DESIGN LOAD ANCHORS SHALL OE AS•Li6TE0, IC 'BROWN ON AD *GOD Ent' OWL PROMO- SPACED QETAILS,•ANCHORS CAPACITY OF DESIRED OI/55 SIZE/T1'PE EMEDMENT TO BRSE MURAL SRALLUBE BEYOND WAR DRSOING•OR STUCCO. STEP 3 USING CHART ON SHEET 0 SELECT ANCHOR OPTION • • • • • • •CAN ANCHORING ORaLOADINt>.CONBRION3 4N THNS FL PE t538r Ba om+PtghgwlthUmFlarNa Bad**e°41 • . 1$' • 12.'31 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED MOT 6HOWN i DWAES ARE WI P t A1RATI NOT PART OF•THIS APPNOtlAL. • • • • • • STEP 4 l ALUI NUM SUCK SYSTEM E5 USED USE CHART ON A LOAD DURAS'lalf INCR?ASE IS LI EL TN DEIGN OF Atl IFiit0 WOOD ONLY. AccepoaoeNo -•,, By //1 ion Das* r'S:WO Obi /, 1/, • I7 dewing no. W99-04 SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUODiG BUT NOT LILETEO TO srEEL/eB:TAL SCREWS, THAT STEP 5 THE LOWEST VALUE RESULTING FIEIM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE i 4 2015'',' •t j� 1 . (sheet 1 of 7 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS %In FIDRIDA fliDG•CODE • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH��V GENERAL WINDOW SECTIONS EQUAL LEG FRAME VENT WIDTH �: WW -1 1/2' a OPG. 6' MAX. TYP. WW -W- 8 1/2' p 1 g In0 HEAD/SW. Oar ,`f CORNERS II I I IEO SNUBBER — a / \, 11ii — . 8 4, r. el ii. fi Iti 1 ii II y� 05110 \ �� _ Grp 14 1/2' e fu MAX. MAx. 11SEE S IIIIMPIUke a gill' FOR GLASS TYPES, SHEET 8FOR W O i11 REFER TO Jill CAPACTIY SURFACE APPLIED g C g 1 711A- �lEDISE �n1NTLNs ito 0 0 0 ILL OPG. SHEETS 3 AND 4. D.L OPD, 2 1/Y TYPICAL ELEVATION (EQUAL LEO FRAME) D. AS cI.iM VENT WIDTH •- VENT WIDTH 3/4'Z Zt a WINDOW WIl1THWINDOW WIDTH EXTERIOR t %- cv 8:6 0 z o i II `o PPIP MI : ` .� I1�' 0 s CAM LOCKS s — (T1 WOW MVO POINT LOGIC IMM!' 2• C oars ALT. t�c5 0 4 YAX. WOW. LCCK �" ::: • •�",— wro1N. PODS g O I • ��� s , •• I 2 • • • • • 3 � R,iaa S S S �• • 1 1- • • 84•• 4 omasex • • • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Enpr. JAYAD /WWID CML FIA 38 PRODUCT MOMi aemptying with the Maeda Duidhtg Code AceepSceNa 16.0 12 c 1 9 ,I •• • s • W• 8 _- m ••• • ••• ••• - 49AIEapaoopatew1S. IMt. / By //Ic._ .� •- 'WNW •.,...• drawing no. V/99-04 ••• • • • • ••• • • (sheet Mot 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8' 2073 - 1.737—d ( �j `!Y� r-2.6252 .768 0 Z " r `R a 4 IYd e1 QQ4�... 1.0001.307 - - A90 TYP. 1.873"'� //". ....."'"'"/". mo 2623 m a 2213 2.483 "yl^_� I I ago / .080 TYP. 111 1.222 �I ) 1 y� /v11 CORNER KEY CORNER KEY .000 THICK ST. STEEL A82 DOCK AUD NUM FLANGE FRAME VENT (5/16' LAM. GLASS) j� � 2.075 - 1.757 .768 ( 1.057 L.IL 1.873 .090 TYP. 2w&3 .720 VENT CORNER Aeo TYP. 2.715 1.438 �(SERIES-238 ALUM PROJECT OUT WINDOW] CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 1.624 ALL MAME AND VENT CORNERS TO 8E EQUAL LEG FRAME VENT INSUL LAM. GLASS) SEALED WITH GE SILPRUF OR EOUIV. ITEM r-1,757--. 543E / QUANTITY D80omTON MATERIAL MANE./8UPPL18R/RBM 28 1 001-373 4 FIANCE FRAME 6053-T8 MOALEX OR EQUIV. 1 1A 03I-397 4 EQUAL LEO FRAME 6063-16 INDALEX OR EQUIV. 090 TYP. 2 001-378 4 VENT (5/16' IAM. CLASS) 6093-T6 INDALEK OR EQUIV. 1.875 I O 28 006-391 4 VENT (INSUL WL GRASS) 6063-76 IN06LEX OR EQUIV. ) 720 2C 031-365 4 VENT (7/15 WE. MASS) 9083-T9 NM= OR EQUIV. 1 � 1.438 / 3 031-375 4 OGEE GLAZING BEAD 6093-75 INCA= OR EQUIV. 34 031-308 4 SQUARE MATING BEAD 6063-15 NDILLEIC OR EQUIV. / 4 - 4 .060 THICKCCSNER KEY ALUMINUM - •^1.347--- 8 B .060 THICK CORNER KEY Sr STEEL - 8 AP -4 5 AS 6EO0. FRAME NFAIHER57RIPRNO - SCa1EGEL APTUS VENT (7/18' LAM GLASS ) c !I rrg �I g �y yy.. R 4 $ C I� $ / 7 0200 X190 A5 6600. VENT NEiIHFH57RIPPNO - Sg8Ebi1 0-L0N 8 $-10-00-101 2/ VENT 4 BAR HOSE, AT JAMS 51256. TRUTH. ATTACHED W/ (6) /8 X 3/6' BS 8615 • 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ASIDIED W/ (2) /8 X 3/6' SMS /iiiii111III 8A - 2/ VENT MUL71 POINT LOCK - - A30 f0 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CO. ATTACHED W/ (2) /10 X 3/6' SS 5645 �„� 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1-1/4' S$ WAS $!7 . I 12 - 2/ LITE SETTING BLOCKS ERIN OTAT0651ER 8065 SURE A 11 I / CGI -375: OGEE GLAZING STOP li / I �114.1 yr • • • • • • • • • • • • / 11 •••• • • • • • • • 11----� .' 8 -+ .830 .� d o •8ESgE CI q V dd A ) . e• ••• •• • • • •• ,-A17 CGI -398: SQUARE 1 F- GLAZING STOP gW_.o__ e A gam FRAME CORNER 6 lip, • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • e • • • • • • •• •• •• ••• • ••• • ••• • F*Wt JAVAD AKMAD CIVIL FAA // T0592 CAN.3S78 PRODUCT ReV(SaD aceomWYtc8Vri8tQ+eF'IaWr Building Cade Amry�lma No said®Agn Dace$ W99-04 ••• • • •• •••• •• • 4 2015 M.,. '.,,•11'.. (sheet 2ot 7) • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090" Softer Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' .090" Butacite PVB By 'Kuroroy America, Inc? /8" ANN. GLASS SILICGNE GE -1200 -DOW 995 50W 899 5/18" NOMINAL GLASS TYPE '2' AT 1/4 POINTS ON 1JTES WIDER THAN 36" 3/18' ANN. GLASS INTERIAYERS 075' Saes CP With PET Core - 8y 'Eastman Chemical Co.' .090" Sanas Clear And Color Glass - By 'Eastman Chemical Co.' .090' Sentry By 'Kuraray America, Inc.' _ .090" Butaclte PVB By 'Kararoy America, Inc.' /16" ANN. GLASS II I, 20'.? 995 GE -1806 '14DOV 995 20V 699 AT 1/4 P0INT5 ON LITES ® WIDER THAN 38' 7/16" NOMINAL GLASS TYPE '3' N 3/16' NEAT STREN'0 CLASS .075' Sanas CP With PET Core - By 'Eastman Chemical Co.' 090' Sonex Clear And Color Glass - By 'Eastman Chemical Co.' _ .090' SenhyGloe By 'Kuroray America. Inc: 090' Butane PVB By 'Karmoy Americo. Inc.' INTERLATERS - 3/16' HEAT STREN'O GAM 7/18" NOMINAL GLASS TYPE '6' SILICONE GE -1200 2131.1 V 8 899 AT 1/4 POINTS ON LITES WIDER THAN 38° MARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHIREIS REOWRD REFER TO SHEETS 8 1x91 7 FOR 5601.141106 1RTAOS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHINERS 099590 REFER 10 SHEETS 5 199.1 7 FOR NSOLLIAMN OETMIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 1.13 SHUTTERS 900010D REFER 10 SHEETS 5 THRID 7 908 OSTALUMON OE11.5 WINDOW DIMS. WIDTH CIAO TYPE '2' GLASS TYPE '3' 01888 TYPE '6' TONDOS DIMS 0LA88 TYPE '2' GLASS TYPE '3' 61.499 TYPE '8' WDVOOR DIMS. GLOB TYPE '2' GLASS TYPE '3' GLASS TYPE '6' HEIGHT Ext. (+) INT. (-) EXT. (4) tut. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1NL (-) EXT. (+) INT. (-) EXT. (+) 167. (-) MOTH HEW EXT. (+) 1NT. (-) EXT. (+) 1NL (-) EXT. (+) 167. (-) 24' 30' 24" 28" 30' 36' 42' 46' 54' 60' 86' 72' 78' 84" 24' 26' 30' 38' 42' 48' 54' 6o' 66' 72' 78' 24' 28' 30' 36' 42' 48' 54" 80' 110.0 110.0 110.0 110.0 110.0 110.0 107.9 195.0 195.0 194.3 161.9 1358 121.4 107.9 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 42' 24' 28' 30' 38' 42' 48' 64' 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 19543 110.0 195.0 92.5 92.8 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 19-1/8" 28' 38-3/8" 50-5/8" 83' 74-1/4' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 190.8 110.0 195.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 195.0 104.2 104.2 110.0 195.0 110.0 195.0 63.0 63.0 110.0 195.0 110.0 120.0 89.4 69.4 110.0 120.0 110.0 120.0 81.7 81.7 110.0 120.0 110.0 120.0 95.4 73.4 551 43.8 34.9 110.0 95.4 73.4 551 43.8 34.9 110.0 195.0 110.0 120.0 194.3 110.0 110.0 110.0 110.0 120.0 120.0 120.0 195.0 110.0 110.0 110.0 110.0 110.0 110.0 120.0 120.0 120.0 120.0 120.0 195.0 48' 24' 28' 30' 36' 42' 48' 110.0 121.4 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 28-1/2' 28' 38-3/8' 50-5/8' 63' 74-1/4' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 104.3 104.3 110.0 195.0 110.0 195.0 77.9 77.9 110.0 120.0 110.0 120.0 46.8 48.8 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.7 60.7 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 110.0 110.0 97.1 186.5 155.4 129.5 111.0 97.1 110.0 195.0 110.0 195.0 110.0 110.0 110.0 195.0 195.0 195.0 110.0 110.0 110.0 110.0 110.0 195.0 195.0 195.0 195.0 120.0 54' 24' 28' 30" 36' 42' 107.9 107.9 110.0 195.0 190.0 195.0 37' 28' 38-3/8" 50-5/8' 63" 110.0 145.4 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 60.0 80.0 110.0 120.0 110.0 120.0 92.5 88.3 92.5 86.3 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 81.7 81.7 110.0 120.0 110.0 120.0 110.0 120.0 42' 28' 38-3/8' 50-5/8' 110.0 128.1 910.0 195.0 110.0 195.0 88.8 86.8 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 88.3 77.7 80.6 48.0 110.0 110.0 86.3 77.7 00.6 46.0 110.0 120.0 110.0 120.0 1u.0 12u.0 1619 138.8 110.0 110.0 110.0 110.0 120.0 120.0 195.0 195.0 110.0 110.0 110.0 110.0 110.0 110.0 120.0 120.0 INA 120A 195.0 195.0 60' 88' 24' 28' 314 36' 24' 28' 30' 95.4 954 110.0 195.0 110.0 120.0 53-1/8' 28' 38-3/8a 101.3 101.3 110.0 195.0 110.0 120.0 658 88.8 110.0 120.0 110.0 120.0 83.3 71.7 83.3 110.0 120.0 77.7 110.0 120.0 110.0 120.0 110.0 120.0 84.8 73.4 84.2 60.6 84.8 73.4 64.2 60.8 4 MWO• 110.0 •110.0 •1T .o_ • 423.6 :201 s 420.4 • :203 •110.06 1111.0• :1110 •11010 • 1Ips• d*MbA • 11•.5.0: 110.0 1079 92.5 1298 107.9 92.5 110.0 110.0 110.0 195.0 195.0 120.0 110.0 110.0 110.0 195.0 195.0 120.0 72' 24' 28' 30' 58.1 58.1 110.0 120.0 110.0 120.0 469 48.9 110.0 120.0 48.0 48.0 110.0 120.0 110.0 120.0 110.0 120.0 80.9 71.9 84.8 809 719 849 110.0 110.0 110.0 120.0 120.0 120.0 110.0 110.0 110.0 120.0 120.0 120.0 78' 24' 28' 30' 43.9 38.1 439 38.1 • 1Tc 120.2 • 1100 120.9 1119• 120.0• •110.11: 120.0• 110.90 120.09 8 - W • • e •• • •• • •• e • • • NOTE: LOAD/AREA UMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 84' 24' 28' 34.9 341641 11010 110.0 120.9 • 120.0 • 110.0 120.0• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • 9 • • • • • • • • • • • • • • •• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EMIR MAD A10IA0 IVI-SCA 47 2 AY 1)2015 PROOUCTREVISBD as eamplyitEwIh 89 EIA 49. Auilding Coda a NmoeNe15-0912.%1 adios Date !•.:1 t'aW'.f st)a .. Thedml By M A4 i w A C 81 F 0 � n pp x1 0 8 o. M y 4 ZZ�y 5,21 012.0 0 u r 1 1 drawing no. W99-04 1/8' TEMP. SPACE 1, GLASS ANN. INiIIaAYERS- GLMR ASS 1/8' - .075' Safles CP With PET Core By 'Eastman Chemical Co.'By _ .090' Saflex Clear Md Calor Glans By 'Eastman Chemical Co.' 090" ShmtryGba By 'Kuraray America. Inc.' _ .090' Butaclte PVS By 'Kurarcy Amerlca. Inc.' ANN. GLASSXL TEMP. GLASS AIR SPACE1/8" 1/8' TEMP. CLASS RNTERI/LY�S- ��,1/8" - .075' Sallee CP With PET Core 'Eastman Chemical Co.' Soflex Clear Ma Color Glaee - By By 'Eastman Chemical Co.' SQUARE BEAD Olio' SentiyGiae OPTIONAL '-LL GLASS TYPES BY 'Nuroray Amariw, Inc.'I' - 080• Butaa'te PVB By 'Kurarey Amer, Inc.' / ., . t„ Fr 1 1 :m'! z 1g i i b (QST. ���aaaaij 142p Z y 011/0 13 ti. g XL EDGE SPACER STEEL BY 'CARD AL BY 'MANIX SUPER SPACER BY 'OUANIX' 4 3/4" GLASS ! ".��GE1 s,. �F:?m INSULATED TYPE 111'1,1/8' F �p1 Al_ EWE SPACER Sr. STEELBY'CARDS R�� DOW 995 OURASEAL BY 'QUANEX' DW 999 OR SUPER SPACER BY 'QUANEX' ® AT 1/4 POINTS ALL SIZES '2A' 4IIJIIIILII1DURASEAL 3/4" GLASS TEMP. GLASS SI iC8% i DDV995OR p .Ta%1 DOW 899 -1 i® AT 1/4 POINTS ALL SIZES INSULATED7 TYPE 'SA' li SERIES -238 ALUM PROJECT OUT WINDOWn CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX. (305) 593-8592 j PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER 10 SHEETS 5 0480 7 FOR IN4WIAIION DETAILS PERFORMANCE VALVES OF IMPACT RESISTANT WINDOWS KO SKITTERS 191051RED REFER 10 SHEETS 51NR0 7 FOR INSISUA7DN DEMOS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REVERED REFER 70 SHEETS 5 THIN 7 FOR INSTALLATION DEMOB WINDOW DOHS. GLASS TYPE '2A' aims TYPE IA' WINDOW DIMS. CLASS TYPE '20.' GUM TYPE '30.' WINDOW DIMS. GLASS TYPE '20.' 01.685 TYPE '30.' WIDTH HEIGHT EXT. (+) 1NT. (-) EV. (+) 1NT. (-) WIDTH KEIGHT EXT. (+) INT. (-) TOW. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) ETR. (+) INT. (-) 24' 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 28' 110.0 195.0 110.0 195.0 29' 110.0 195.0 110.0 195.0 28' 110.0 118.9 110.0 195.0 38-3/8' 110.0 190.8 110.0 195.0 30' 110.0 194.3 110.0 195.0 30' 110.0 111.0 110.0 195.0 19-1/8' 50-5/8' 110.0 144.5 110.0 195.0 36' 110.0 161.9 110.0 195.0 47' 38' 92.5 92.5 110.0 120.0 83' 104.2 104.2 110.0 195.0 42' 110.0 138.8 110.0 195.0 42' 79.3 79.3 110.0 120.0 74-1/4' 630 63.0 110.0 120.0 24' 48" 110.0 121.4 110.0 195.0 48' 69.4 69.4 110.0 120.0 26' 110.0 195.0 110.0 185.0 54' 107.9 107.9 110.0 195.0 54' 81.7 81.7 110.0 120.0 38-3/8' 110.0 137.5 110.0 195.0 80' 95.4 95.4 110.0 120.0 24' 110.0 121.4 110.0 '3'8 a 8 b 8 b 3 b 3 b b 26-1/2' 50-5/8' 104.3 104.3 110.0 195.0 68' 73.4 73.4 110.0 120.0 28' 104.1 104.1 110.0 63' 77.9 77.9 110.0 120.0 72' 58.1 56.1 109.3 109.3 30' 97.1 97.1 110.0 74-1/4" 413.6 46.8 90.9 90.9 78' 43.8 43.8 85,4 85.4 48' 80.9 80.9 110.0 26' 110.0 145.4 110.0 195.0 o n R jH P 16 Ii Ryyy tl 9 H 84' 34.9 34.9 68.0 88.0 42' 69.4 69.4 110.0 38-3/8' 98.5 98.8 110.0 120.0 24' 110.0 194.3 110.0 195.0 48' 60.7 60.7 110.0 37' 50-5/8' 74.7 74.7 110.0 120.0 28' 110.0 188.5 110.0 195.0 24' 107.9 1079 110.0 195.0 63' 60.0 60.0 110.0 117.0_IFO 30' 110.0 155,4 110.0 195.0 28' 92.5 92.5 110.0 120.0 28' 110.0 128.1 110.0 195.0 38' 110.0 129.5 110.0 195.0 54' 30' 88.3 86.3 110.0 120.0 42' 38-3/8' 889 68.8 110.0 120.0 30' 42' 110.0 111.0 110.0 195.0 38' 71.9 71.9 110.0 120.0 50-8/8' 65.8 65.8 110.0 120.0 48' 97.1 97.1 110.0 120.0 42' 81.7 61.7 110.0 120.0 28' 101.3 101.3 110.0 120.0 04 66.3 Baa 110.0 14uu 24 11.4 110.4 115.o -atm 53-1/8' 3s -3/a" 88.6 a8.6 I.OA 1e0.0 .5 60' 77.7 77.7 110.0 120.0 28' 83.3 83.3 110.0 120.o • • • • • • • • • • • • NOTE: 8 a g s a a g ii i 60.6 80.6 110.0 118.2 60"ss' 30' 77.7 77.7 110.0 120.0 • • • GLASS CAPACMES ON THIS SHEET ARE•111 72' 48.0 46.0 89 9 89.8 38' 849 849 110.0 120.0 • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 78' - - - - 24' 73.4 73.4 110.0 120.0 • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • o °` " 0: _1 24' 110.0 161.9 110.0 195.0 86' 28' 64.2 84.2 110.0 120.0 DECLARATORY STATEMENT DCAO5-DEC-219 ^° `1 c . � •--� e k' . ,_-, �--- 1 I. 4 ,_.,,_, is 28' 110.0 138.8 110.0 195.0 30' 60.6 60.6 110.0 118.2 30' 110.0 129.5 110.0 195.0 24' 88.1 58.1 109.3 109.3 _ Engn MOO718 PRODUCT asviso 36' 39' 107.9 107.9 110.0 195.0 72' 28' 48.9 48.9 95.3 95.3 • • • • • • • • • • • • • • • • • • • g92 es complying with the Rad& Bm'Iding Cade 42' 92.5 923 110.0 120.0 30' 48.0 46.0 89.8 89.8 • • • • • • • , ..eems� r�' Acceptance nce No 47' 0512 48' 80.9 80.9 110.0 120.0 24' 439 43.8 85.4 85.4 • • • •• •• •• • •• •• •• ••• • • • ! • • • • • . ,.- Oats 0P7IL4:1 9G1 8 54' 71.9 71.9 110.0 120.0 78' 28' 38.1 J8.1 74.3 74.3 NOTE 11 y Jr,. drawing no. W99-04 60' 64.8 84.8 110.0 120.0.. 84' 24' 34.9 34.9 68.0 68.0 LOAD/AREA OMITS ... ,t§adrNColtlrol, FOR +110.0, -120.0 PSF = 16.34 SQ. FT. ••• • +i10Q, •-10. PS' = 10.00 SQ. FT. UM • 015 sheet 4of 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 • 000 • • jetSTeLLAT_TON_C.ONDI.TIONS E eNGF FRAMF_ceyDIXES TO eT.T. 'F e.--, !• FOR ANCHOR PERFORMANCE VALUES 258 SHEET 6 TYPICAL ANCHORS �m%II U 1 MEAL ANCHORSH SEE ELEV. FOR SPACING SEE SHEET 8 FOR . DESCR TION SEE ANCHORS SPACING SEE SHEET 6 FOR DESCRIPTION- SEE ELEV. FOR. SPACING SEE SHEET 6 FOR DESCRIPTION STRUCTURESI Z O a t vs' Widir il s/q• SEALANT'. SEALANT Fillill'CL 111 '-21/8 � • J S'l_ �j P yam ,Y.__.__ 1 i '=► * •v '. d • .� a' 21/8' � 8O I'll o • .y :.04 ' 21 e 1• MIN.o a 1" MIN Rai 2-1/2' MIN. 2-1/2' NAL "0' 1 1[0 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' TYPICAL !ATTAIN! PRESSURE TREATED INSTALLATION DFfAIITYPICAL MATERIAL: PRESSURE TREATED INSTALLATION DETAIL T OUT WINDOW, .�� ON ALL FOUR SIDES/USING WOOQ ON ALL FOUR SIDES/USING WOOD ,ATTACHMENT TQ a METAL STRUCTURE$ g c] TYPICAL ANCHORS SEE EMI FOR SPACING SEE MEET 8 FDA DESCRIPTION TYPRN AISEV. SFE ELFOR SPA SHEET 8 FOR DESCRIPTION TYPICAL SEE ELEV. FOR SPACING _ n N ggg .. 'Jin SEE SHEET 6 FOR DESORPTION 11tl• SEALANT Liri N SEALANT Z Z (� II , ..AM ..MN,....l'i (a-7- M 8 - e§lo 4.111\ grij ao .._ AI • INSTALLAnoN SY OTHERS 1' = BUCK INSTAUATION BY OTHERS t, ATTACHMENT TQ 8 litl PRPP INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' APPROVED MULLION$ v i 9 9 2 2 MATERIAL: PROMINTE TREATED MAYRNAI. I'M:SCIRZE TREATED •• ••• • • • • • •• t. TYPICAL INSTALLATION DETAIL : TYPICAL:INSTtg Art OP4fgg • 1§174V4 °PJ ON ALL FOUR SIDES/USING WOOD DM Ft1UR• SIPES%USIN(# W6106 • o E r1LL ••• •• ••• •• • • • ••YYei' E 8 g 5 ALM CHANNELalp /a•X1•Xs/a•xt/e• I ,—• .7 2-I/2' LONG AT ANCHOR LOCATIONS tem_ • ••• • ••• • 6 • .10666 NOLOI FU. PE TNi82 8I DUCT REVISED PO �P,ThV • • • • • • • • • • • • CAN. Bn AtcNo 15-o81Q.21 ND e • .- 1Ii.u.iIL• • • • . . • . • .••• • • • • • �. 00 2018 ,I- 6 m. WOOD BUCKS NOT BY CG CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • • • • • • • • • • ALT. ANCHOR LOCATION 2015 � 1, n, '' Z i •. i drawing no. W99-04 THEM To 114E BUILDING STRUCTURE. WR -1 SHEAR CW$ • • • • • • • • • • • • • (sheet 5of 7 ) • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 • 000 • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) ��� SD TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS /-� ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL 3/e STRUCTURTS Ze Q P. illil la F 6 OC tlI a} a% 20 COMP-ANL\W9 A. 'g SEE SHEET 6 FOR DESCRIPTION 4t SEE SHEET 8 FOR D6CR�TION1 ii ifir firiJr .,3,.. A. JjAluh. T EMI pw ;it >< al 2 1/8' a 2 1/8 to. \ m 'O -•a Illi.1'.YQL ••:vc v. •1• i'• YIN. e 2-1/2 MIN. : 2-1/2' YIN. MIN. f SERIES -238 ALUM PROJECT OUT WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TF1. (305) 593 FAC. (305) 593-8692 .. � INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' BLOHOL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, MATFWN: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOODitErALSBILX:DEES ATTACHMENT TQ TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPADING SEE ELEV. FOR SPACING RI SEE SHEET 8 FOR DESCRIPTION crag SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION! t we MO ,J or---7- . tu 301 floo- a. b..., fl-k ibl, .. kLX 1 .... 1 4 11:v 4 .. 'vY .ad 2 7/8' '• _ • 2 1/8' v e INSTALLATION •" (YIN. BUCK INSTALLATION BY OTHERS TYPE '3' WOOD BUCK TYPE '3' a INSTALI•FATION ° rY21. ."—ii-r- •°': •.. o MIN.•v BACK INSTALLATION BY OTHERS ••• • • • • • •• r E S4 400D BUCK TYPE '4' ATTACHMENT TO APPROVED MULLIONS ,b, ��. 4 O i'...1 I3 0 6 S E MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL • • • • PRESSURE TREATED •• ••• •• • • • •• TYPICAL INSTALLATION DETAIN, 2....0,2_ N • . +--, �„. i 3 );` ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD • • • • • • • • • • • • • • • • •• • •• •• • • • • • • •• • • •• • • • •• • • • • • • ••• FIA PE 70592 C.A.N.BaaBaal PRODUCT REVISEDt� mce•�p1y6r8wNhme ETarWa Cmie 15.3519. Z1 ,me 05.11ILL » i� drawing Iro W99-04 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER• THEM TO THE BUILDING STRUCTURE. • ••• • ••• • • • • • • , r By JI iL__. ' Mian'''" ProdvaCw6o1 sheet 5.1of 7 • • • • • • • • • _ _ • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OP INSTALIATION ANCHORS REFER TO �T s FOR tams PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OETMS f I MHOS TYPE 'A' & 'C' *WHOM TYPE 1 3' 3.8 YP9 T'a' • V 41971098 1TP8 '0' 1� 3.T 997909 0)160. I/O MAR CUP 0138 OUR CUP WITH OR 5/0 68&R `01414111 810111 HEIGHT AT 17. 0.0. AT 10" 0.0. AT 1r O.C. AT 10" 0.0. AT TY 0.0. CUP Q AT 10' 0. WINDOW WATH 918. HECHT 8/0 9>1845 AT 1r 0.0. CHP AT 10• oz. MTH 382411 AT 17" 0.C. CUP AT 10" 0.C. MTN 08 8/9 AT 1r O.C. ME4R CDI AT l0" o,0. 24" 195.0 1950 129.0 993.5 995.00 155,0 24" 158.2 19500 99.2 1588 195.0 195.0 28' 1954 195.0 110.9 185.9 193.0 195.0 79" Zr 159.9 1950 85.1 135.1 195.0 1956 D. 30• 195.0 1950 1545 154.5 193.0 195.0 30' 1489 195.0 79.4 127.0 10114 195.0 5 $ tai 39' 185.0 9956 129.0 172.0 195.0 1950 195.0 196.0 110.6 165.9 196.0 195.0 I1 1 42' 195.0 195.0 110.8 147.4 195.0 195.0 54'24' 25" 1774 195.0 94.5 142.2 195.0 195.0 48' 190.0 195.0 1196 181,3 185.0 1960 IA 24' 195.0 195.0 114,7 1720 185.0 185.0 PERFORMANCE VALUES OF INSTAUATION ANCHORS REFER 4.2154• BG 103.8 195.01071 16{9 19 &O 195.0195.0ANANCHORSTYPE TO SHEET 5 FOR OETNL9 ,A, ,C, 81w1 86' 193.0 195.0117.3 184.2 195.0 & *1980881908A' 198.0 993.0 107.8 1008 195.0 195.0 1950 Wen IIDIO. 9/0 99943 0199 11118 MEMCUP 1t11a 9/0 e 8151191419 CID72' / Qp 78' 188.2 195.0 992 1688 196.0 195.0 9101H HEIGHT AT 17" 0.C. AT 1D" O.C. AT 17" 0.C. AT 10" o.C. AT Jr' ox. AT 10" o, , {� v g 94" 195.0 9950 110.8 185.9 195.0 185.0 28' 1960 1060 149.4 1964 195.0 195.0 d, 9 24' 195.0 195 ..0 154.8 1549 195.0 195.0 38-3/8' 195.0 195.0 1518 195.0 195.0 195.0 un ® 4 28' 196.0 195,0 1327 132.7 195.0 185.0 19-1/8' 8p-5/8• 193.0 1980 1638 1810 1860 186.0 ,nul 70' 195.0198.0 123.8 1238 1960 195.003" 185.0 195.0 123.3 155,0 195.0 195.0 74-1/4' 195.0 196.0 130.9 196.0 1860 1984 ._. 38' 983.5 186.0 1031 937.5 1880 195.0 195.0 1950 ? 4Y 165.9 195.0 69.3 1179 190.0 195.028' 9079 1618 195.0 105.0 .BIL �� • 49' 1939 19.10 103.2 1290 1960 195.0 38-3/8' 195.0 1964 1099 140.1 195.0 195.0 = moray35-3/6" 64• 172.1 185,091.7 1379 1980 1954ig 'x' 60-558' 195.0 198.0 1108 138.5 193.0 196.0 1[411118D' 164.9 185.0 829 1239 195.0 1860 03" 167.0 195.0 090 1559 1900 188.0 FO11 238 ALUM PROJECT OUT WI _j Sr 1760 1850 81,8 1513. 1060 195.0 74-1/4' 177.1 195.0 94.4 161.1 195.0 198.0 dR t 72' 151.3 196.0 88.0 120.4 1950 195.0 26" 195.0 1800 116.0 1848 196.0 195.012 78' 140.9 195.0 79.4 127.0 196.0 1118.0 Sr 38-3/5' 147.3 195.0 79.5 104.7 195.0195.0 0O 24" 193.0 1930 129.0 1720 1980 195.0 50-5/8' 148.6 168.070.3 902 1954 195.0 in �1 28" 1950 195.0 110.6 147.4 195.0 195.0 119.5Ar 193,0 678 111.6 181.4 1950 g 4 30' 193.6 195.0 1071 1579 193.0 1800 20' 1919 195.0 4021 1361 195.0 195. ANCHORS 3/0 SHEAR CLIP ANCHORS 91710 SHEAR CLIP Ai 36' 187.5 195.0 890 114.7 193.0 1980 129.7 173.0 92.2 195.0 195.0 4Y 1384 184.4 717 963 188.0 195.0 ���" 131.1 1618 692 BB.9 87.4 195.0 195.0 Vlin 161.3 19SA860 107.5196.0 195.0 53-1/6' 29• 195.0 195.0 107.0 181.4 186.0 155.0 �40' 34' 143.4 195.0 764 114.7 195.0 1950 383./8" 1367 186.0 72.9 109J 195.0 196.0 51 Z d 90' 125.9 19 3'6 859 9031 195.0 1950 TYPICAL ANCHORS: 7f7j1 pZ 24• 195.0 1950 1109 147.4 1980 1550 SEE ELEV. FOR SPACING Ili O Q 28' 177.5 195.0 849 1264 183.0 195.0 TYPE 'A'- 1/4" DIA KW1K-CON II BY 'HILTI' (Fu=183 1451, Fy=157 451) ,e, U 30" 185.9 155.00 88.5 1179 195.0 1950 1/4' DIA. ULTRACON BY 'ELCO' "g 42' 35• 1353 154.4 73.7 963 195.0 1650 (Fue177 K51, Fy=155 K5) INTO 2BY WOOD BUCKS 42' 118.5 1660 63.2 80.2 1799 1950 OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION 48" 138.3 172.9 73.7 92.1 195.0 195.0 INTO WOOD S1 54' 122.9 194.4 65.6 96.3 185.4 1950 THRU 1 BY BUCKS INTO CONC, OR MASONRY 24" 195.0 1950 120.0 191.3 195.0 1950 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 20' 196.0 195.0 110.8 I362 185.0 1860 -- ,B,_ 'HILTI' 48' 70" 1908 1580 1031 129.0 195.0 7950 TYPE 1 _4" DIA. ffWIK-CON II BY 9, Fy 1 (Fu -153 KSI, Fy=157 n �{ 38" 181.6 199.0 66.0 107.5 195.0 1960 1/4" DIA. UI TRACON BY 'FLCO' (n9=177=177 146 159 F7= MGp 03 42" 938.3 172.9 717 92.1 193.0 MAO DIRECTLY INTO CONCRETE $ $ $ 48" 121.0 151.3 04.6 80.8 155.E 195.0 1-3/4" yr. fiP4 D IL _ o 24' 165.0 195.0 114.7 172.0 195.0 155.0 •"'eC0N9j4 • • • 28• 154.4 1850 98.5 147.4 i9SA 1950 TYPE 'C'- 114 OR S01 �g 1 li!9 111 w ( :2 CRS) c b ' ' ,^ o 04• 30' 172.E 193.0 91.7 137.8 195.0 185.0 INTO MU11WI-DAD) LOIJIYIY'APPROVED•MU!LION, (MIN. THK. = 1/8°) 0�'S�Io 8 1 6 >Q $ 38" 143.4 1960 764 114.7 185.0 195.0 • • • • • • • • • INTO MEOW S1R1661TURE9 • Alg = r o i 42" 1229 194.4 88.9 Sea 168.4 193.0 • • • • • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 24" 193.5 1953. 103.2 954.5 195.0 1950 ALUMINUM : 1/8" THK. MIN. (6083-15 MIN.) •--•+--+----r-- 2e• 1559 193.0 559 1327 195.0 1950 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E JAVM AHYA13 T Sr 1549 185.0 829 1239 195.0 195.0 • • • • • • • • • • CMLPRODUCT REVISE & 1 38" 129.1 1936 58.8 103.2 193.0 1850 TMPlrtt EDGE 0 0048 0 • • • • • • Fan PE 70692 , ascomplyloewithtaenoti'° o 24• 155.0 195.0 1973 1641 195.0 165.0 INTO•CON AYDCRifE MAB*NPY = 2-•1 �' ' • / A1AYN.. . OA 1'19,r_,......4 IZ•w•1 I. 88' 28" 1068 1060 100.5 14.7 195.0 195.0 INTO W000 1spRUCTURE .5 VOW*. • • • , �: , Ms 47J7Pj1L)9v,. e _ 30' 7760 155,0 079 131.3 195.0 195.0 OJ1O•A TAL S'TItUCTUII�a 3/4• MIN. • • • • i t 24' 193.0 183.0 1079 1608 193.0 1960 T � li 2015 y ,,, M-,/,1,4(.' • Plodo¢t 0. drawing DO. j 72' 29' 172.9 195.0 921 129.0 195.0 195.0 WOOD AT HEAD. SILL OR JAMBS 0.55 MIN. CONCRETE AT HEAD. SRL OR re W99-04' 30' 181.3 195.0 660 120.4 195.0 195.0 JAMES - 3000 PSI MIN. C-90 HO91OWfiLLED BLOM A'8JA019>BI'm•- 200D PSI MIN. • • • • (sheet Sof 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF ALUMINUM BUCK LNS'T'ALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ALUMINUM BUCK FRAMING DETAIL$ REFER 10 SHEETS 3 110911 6 FOR 91N002 CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS TO BE NTO CONCRETE AT HEAD & SILL MAY BE INTO FILLED CMU AT JAMBS. OOQ CORPORATION 'a • & PRODUCT DEVELOPMENT 97 AVE RIDA33174 ^: 4 300 FA . (30S) 2826978 \ d 118400.0 01119. 1/4' ANCHOR INTO 11580751Y 1/4' ANCHORS1/4° INTO GOOD TONDOS DHRS. ANCHORS 1/4' MASONRY ANCHORS 1/4' ANCHORS WIDTH HEIGHT IXL(+)/INIA-) EXT.(+)/OR.(-) WIDTH REFIT CIL(+)N'R.(-) INTO GOOD EXT.(+)/MG(-) 24' 195.0 195.0 24' 195.0 148. 28' 195.0 185.0 28' 190.3 126.9 0. 30' 195.0 195.048'30' 177.8 118.4 8 39' 195.0 195.0 38' 1484 98,7 42' 195.0 189.1 42* 128.9 84.8 24" 4e' Iwo 148.0 48" 111.0 74.0 54' 195.0 131,6 24' 165.0 131.6 80' 177.8 118.4 28' 169.1 112.8 88' 161.5 107.6 54' 30' 157.9 105.2 72' 148.0 98.7 35' 131.8 87.7 i 78' 138.8 91.1 42 112.8 78.2 llhIF 84" 128.9 84.8 24' 177.8 118.4 i 24" 195.0 195.060'28' 152.2 1018 28' 195.0 195.0 30" 142.1 94.7 30" 195.0 195.0 36" 110.4 789 188.0 it9.1 24' 196.0 1348 "-,���o42' 185.0 14SA 68` 28` 173.0 115.3 _ ^����38' �'' �� #14 SMS Z 48' 190.3 128.9 30' 1878 1078 AT !r FROM ENDS ^^�-- �wu/ AT B' i. ENDS 28'24' 54' 169.1 112.8 24' 185.0 123.3 O.C. MAX. AT JAMBS 17' O.C. MAX. AT HEAD/SILL I�a_tVL 24' O.C. AT JAMBS MAXM 17' 0.C. MAX. AT HEAD/SILL ro 3 80' 152.2 101.5 72' 28' 1508 ��I��7 'ipi ,. ,r f(=, -nnMom 68• ,�.4 92.3 JO' 148.0 105.7 96.7 a .. �� FLa.�I,L �h IQ 72' 128.9 84.6 24' 170.8 113.5 L.n_ L i 78' 117.1 78.1 78' 148.4 II�3:� _ warim� 0. ti �r :11 84' 108.7 729 28' 30" 136.6 97.6 91.1 ff� j�jTI�' `IIiIL II ��.jj E�+� 1711 117 24' 195.0 185084• ,V�L` GI WINDOWS )100 N.W. 251} AMI. FL 33172 L (305) 593-8390 24' 1903 128.9 =1��.ia! nail. 28' 195.0 1950 26' 163.1 108.7 ' .d. °. .e '' 30' 1950 189.4 28' 1950 193.0 4 ., d : .eA '.. ., 198.0 1878 38-3/8' t85.0 795.0 " < "1 1 AI/4° DIA. KWIK-CON/ULTRACON pipplir- y38' 42' 185.0 135.3 19-1/8' 80-5/8' 195.0 176.1 1-3/8' MN. CONC. EMBED p\ R 1 1/28' sMOL HOOD STEED iii 30' 48' 105.0 118.4 83" 1650 141.5 AT 6" FROM ENDS AND 2 1/2' MN. AT 8° FROM ENDS AND0 54' 195.0 105.2 74-1/4' 180.1 120.1 24' 0.0. MAX. AT JAMBS EDGE DIST. 17' 0.C. MAX. AT HEAD/SILL 24" 0.C. MAX AT JAMBS 1' MIN. 17' 0.C. LAX. HEAD/SILL o) `--' U 3s i� 80' 177.0 94.7 28' 188.0 198.0 AT 88' 161.5 86.1 38-3/8' 165.0 167.7 ,.., 72' 148.0 78.9 26-1/2' 50-5/6' 190.6 127.1 INSTALLATION TYPE '5' INSTAIJ.ATION TYPE '5' 78' 138.9 72.9 83' 183.2 102.1 INTO MASONRY 289 WOOD BUCK OR WOOD STRUCTURES tt33 i 24' 185.0 199.0 74-1/4' 130.0 86.7 a 25' 195.0 169.1 26' 195.0 1772 R PPg 30' 195.0 167.6 38-3/8' 135.1 120.1 TYPICAL INSTALLATION ETAIL Bgg 38' 195.0 131.6 a• 50-5/8' 102.4 1� 1 .. • _ T 1 .. 1A -h. : ,. k ,� A. 76'1T31.. 38' 42' 165.0 112.8 63" 82.3 914 73.1 - cS $ $ /111 $ $ $ 48' 185.0 13&7 28' 185.2 123.4 S 54' 184.4 87.7 83'-1/8' 38-3/8' 125.4 • • • • • • • • • • • • 80' 148.0 78.9 83.8 • • • • N pgtIry aw :rt 2 e dd 24" 190.3 169.1 •• •• •• 'vg,SSS 28' 183.1 145.0 • • • • Ws• • • • •••• • • • • .845 --.4 a m c W O.- 30' 152.2 138.3 .085 •--• •--• •-•'-'Z 42' 38' 128.9 112.8 ,085 .592 42" 106.7 68.7 482• 1.125 ' D HAM 1 • • • CNIL// PRODUCE UMW F i0� 48' 95.1 84.6 • • • • • • F CJ PE 757380892 to wapty{ng with the Maids H . 3 54" 84.8 752 • 7 4 • • • AAvsepptoweNu ogt2. 21 .��1 • • • 719- • • • • • • •. • • • • • . • • • .eo3 8. lid Dam 0.',10 fJ la i 1 ,�, .6 $. ALUMINIf!! ?Iliac. • • • OP7TONAL CnyFa Br ; % . irl, i� 5083-18 6083-19 ,` . ' ', • • � drawing no. W99-04 ••• • • • • ••• • • • • • • • (sheet 7of 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25`s Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cock.• • This product is approved as described herein, and has been designed to compl3i with the F1b Buildig • • • • .•' MIAMI--DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy Code including the High Velocity Hurricane Zone .. . • • • • DESCRIPTION: Series ``Sentinel 110" Aluminum Single Hung Window—1.mri.$.' • ' • • • APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel • 11Q Alum. S.E.1Wdjs. • • •; (L.M.IJS.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision C datecl'0441.1/15, pEel3are$ by Al`..• Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mia i►1 ade County:Product:..' Control Revision stamp with the Notice of Acceptance number and expiratiofl•d by the• 4iami-Dads• • • • 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 ?Wm; or lam city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless'tttherwise 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# 14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 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, Duraseal® 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 X01-24 • • • • - 3) Cyclic Wind Pressure Loading per FBC, T41S203-94 ..•. • • along with marked -up drawings and installation diagram of a Brio 7406FWC:proje€ •.: out window, to qualify DuPont "Butacite" PVB interlayer, DtIMdd1® and Stiper • • Spacer@ insulating glass spacer, prepared by Certified Test Lsaii g toriesi'f ,sl•Repot • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Rw h C. Patel. ,P.E. • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per•PBC TAS*242-94 2) Large Missile Impact Test per FBC, TAS 20111-911 • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94: ' along with marked -up drawings and installation diagram of a'Sei eg 238 ¢Wmipum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and'Stiper Spacer® 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.1 0-0510.11) E-1 Manuel P - ".E. Product Contro ner NOA No. 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 CGI Windows & Doors 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 Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous 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 ],2/11/16,,.. • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch'ecai Compafbm (MA) . • for their "Saflex CP — Saflex and Saflex HP Composite Glitsseerlayers w th PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cht Sal Conik y (MA�• • • •' for their "Saflex Clear and Color Glass Interlayers" dated 06112/14, expirig on • • 05/21/16. ••'••' • . . F. STATEMENTS . • 0 • • • • . . . . 1. Statement letter of conformance, complying with IFBC-5th E4iti®n.(2014`), and of ncg financial interest, dated 08/26/14, issued by A1-Farooq Corporation; signed. aici sealed • by Javad Ahmad, P.E. (Submitted under previous 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 under NOA No.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.I. approved on 02/05/15 and expiring on 09/22/20. E-2 Manue Product Contro NOA No. P.E. mer 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 53 1/6' 6" MAX HEAD/SILL CORNERS FLANGE WIDTH 47 7/16• D.LO. (FIX. LITE) 20 9/16- ** MAX. HEAD/SILL . 9 4 :I ,. _s El FI-- 11 ,. II ,, II /„ II j u - u I I II II t � t 47 7/16' / II I I 8-- I �I 44 nI r n 47 7/16• FALSE MUNTINS `(SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME D.LO. (FIX. LITE) 20 9/16' ** MAX. eHEAD/ SILL . I G I I 1•'- B I ,. I I I ii u ii El FI-- 11 ,. II ,, II /„ II j u - u I I II II t � t 47 7/16' FALSE MUNONS (SURAE APPUED) OPIT 1� 4Im SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16' 1,1 41 8 a • • I II • u II • II �� • I I ./ II . B I u O'i • 7/11 :I pi, I I LufI �II� II II I . . TYPICAL ELEVATION •• ••• • • • • • •• • • • • • • • •• SOS •• • • • •• • • • 0•• • ••• • • •• • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • 000 0 • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0• •• • • • •• •• 000 • • • ••• • • FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCTREVfSFD ®mNY®swith dmMSS* No/ 00/2.10 Dam 7l44' BYE 0 Z 2 1 SERIES SENTINEL 110 ALUM S.N. WDW. (LM.L/s.M.l.) Y .1 5 0 drawing no. W10-03 sheet 1 of 9 H-0,1 W-19 W-1,2,3,5,8,7,18 21, w-: EQUAL LFPFS WINDOWS 085109 LOAD CAPACITY - PEP FLANGE DIRS. BUCK DOM. MASS TYPES '5'A'AI' 51.819 TYPES 'B'•'BI' WIDTH KEIOHT WIDTH IIEB31T ELT.(+) INT.(-) IXf{+) INT.(-) 19-1/8' 118.(-) 18-1/8' 78" 75.0 75.0 80.0 85.0 28-1/2' 800 25-1/2" 49' 78.0 78.0 80.0 88.0 37" 28' 38" 25' 750 75.0 80.0 850 49' 75.0 48' 80.0 78.0 75.0 80.0 85.0 53-1/8' 83-5/8' 52-1/8' 78.0 75.0 75.0 80.0 880 19-1/8' 84' 18-1/8' 780 75.0 75.0 80.0 850 28-1/Y 38' 25-1/2" 53-1/2' 75.0 75.0 80.0 85.0 37" 38-3/8' 38' 37-3/8" 75.0 75.0 50.0 88.0 49' 48' 750 730 80.0 85.0 53-1/8' 92-1/8• 75.0 75.0 80.0 85.0 19-1/8' 18-1/5' 75.0 75.0 800 880 25-1/2" 25-1/2" 73.0 75.0 80.0 850 32" -- 50-5/8' 38' 49-5/8' 75.0 75.0 800 85.0 49' 48" 75.0 750 80.0 83.0 53-1/8' 52-1/0• 75.0 75.0 80.0 85.0 18-1/8" -- --- 10-1/8' 750 75.0 800 85.0 28-1/Y 25-1/2' 750 75.0 80.0 85.0 _ 37' _. 03' 38' 82' 75.0 75.0 80.0 85.0 49' 48' 750 75.0 80.0 800 53-1/8' 52-1/8' 750 750 80.0 85.0 19-1/8' 18-1/8' 730 780 80.0 85.0 28-1/2" -___-_-._ 25-1/2" 75.0 750 80.0 85.0 32" 79' 39' 75' 70.0 75.0 800 85.0 40' 48' 48' 75.0 75.0 80.0 85.0 53-1/8' 922-1/0' 79.0 75.0 80.0 85.0 18-1/8' 18-1/8" 75.0 78.0 80.0 85.0 28-1/2• 29-1/2" 730 75.0 80.0 85.0 3r 85' 38" 84 730 750 80.0 85.0 48-1/2" 48-1/2" 75.0 75.0 80.0 88.0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITER WDIDOWB DESIGN LOAD CAPACITY - PRP HAM 111189. BUCX MRS. MAY.TOP UTE 01125 TYPL9 T•'ll' MASS 58019 '5•'B1' 51014 Mi014T SOUTH HEIGHT 'A' 001. 830.(+) 118.(-) W.(+) 118.(-) 53-1/8' 78" 52-1/8' 75' 38-1/4" 730 730 800 85.0 49' 79Y 48' 75' 39-1/4' 75.0 75.0 830 85.0 28-1/2" 20-1/2" 70-9/8' 75.0 75.0 80.0 85.0 31" 30' 83-5/8' 75.0 78.0 800 85.0 33" 85' 32' 84' 80' 780 78.0 80.0 85.0 37' 38' 53-1/2' 75.0 75.0 800 89.0 43' 42" 45-1/4' 75.0 75.0 80.0 85.0 BUCK DIMS --� FLANGE FRAME RANGE 01180 r EQUAL LEG FRAME BUCK DM •• •••• • • • •• -s • •••••• • •• • • • • •�, r, .. FIN. F$emE..• • BUCK DIMS • •• • • • • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • 0 • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH UNEQUAL LITES (ORIEL TYPE) Eno" 30.850 *WAD s E PRODUCT REVISED B d1 complying h01.b1Me Accept 00000No 15451 vo i 8 i a ZJ U 1n 00 R B 0 0 e s a 0 1 1 1 drawing no. W10-03, sheet 2 of 9 (sheet 3 of 9 ) 1/8' ANN. GLASS 1}I .075" Interlayer Seer CP With PET Core B 'Eastman Chemical Co.' OR 090" Interlayer Soflex Clear And Color Glow Bft 'Eastman Chemical Co.' .090' Interlayer Kuraray SentryGias By 'Kuraray America, Inc.' OR .090" Intertoyer Kuraray Butadte PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE 1200 ,{DOW CORNING 899 OOW CORNING 995 AT 1/4 POINTS ON LRES WIDER THAN 36' GLASS TYPE 'A' 5/16' OVERALL LAN. GLASS (L.M.I & S.M.L) /8" HEAT STREN'D GLASS .075' Interlayer Sothis CP WRh PET Core By 'Eastman Ohsmical Co.' .090' Saflex CIS And Color Glass B 'Eastman Chemical Co.' -090' Interlayer Kuraray SsntryGlas I By 'Kuraray America. Inc.' 09 090' Interlayer Kuraray Butaclte PVB By 'Karanty America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 38" GLASS TYPE 'B' 5/16" OVERALL. LAM. GLASS v1/8" ANN. GLASS .075' Interlayer aliex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Sees CIS And Color Claes I r— OR 'Eastman Chemical Co.' 1/4' AIR SPACE 090. 1 1/8" ANN. GLASS tPalas By Muunr my America. Inc.' OR I 090" Interloysr Kuraray Butaaite PVB IBy 'Kuraray America. Inc.' �1/8' ANN. GLASS g SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 C 0 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS >a EDGE SPACER ST. STEEL. BY 'CARO9IAL' OR DURASEAL BY 'QUANEK' OR SUPER SPACER BY 'QUANDC AT 1/4 POINTS ALL SGES GLASS TYPE 'AI' 0.70' OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SNAIL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. (L.M.I ONLY) \-1/8' HEAT STREN' GLASS .075" I ager Saflez CP 1YRh PEf Core BCo: 'Eastman Chemical .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemlcal Co.' oR trder Kuraray Las X'Kuraray America. Inc.' OR 09 Kuraray Bl� ataclte PVB By 'Kuraray America. Inc.' i 1/8' HEAT STREN'D GLASS SILICONE GE 1200 1<^'TY"' N� •F"5• • • • • • • ]L EBGE EPAq • • • Sr. NEM BY•'CA DINAL' • ••R • • • •• DURASEAL BY 'GUARS(' OR SUPER SPACER BY 'OUANEX' • �► i' t/4 PI pfs•ALL •4S • • • • • •• • • • • • • • • • ISS INE •B • 1' • • • •• • • • • a70•At1. LAM. • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 000 • • • •0• • • Engn JAVAD AKMAO PRODUCT REVISED as complying with the PtoHde Building Code A • rt 427-1" _-� 'WZO ,: Dem ',Si[�r=_ By r .�Lu � - Dade V 0 3 J Et EN:"50,4 Chi BR 14 4 8 g a 0 ser m o a drawing no. W1 o-03 1YPIGIL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK 6;"4 OPTIONAL TO J✓ EGRESS LOC( AT SILL I �I FLANGE & FLANGE ADAPTOR FRAME L 2 3/0' MN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 276'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. •• ••• • • • • • • • •• MAW—DADE COUNT' APPROVED MULLION & MUWON ANCHORS I SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACNG 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" DIA. TAPCON BY Inc (Fu=120 KSI. Fy=92 KSI) 1/4* DIA. ULTRACON BY 'ELCO' (Fu=1n KSI. Fy=153 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1414 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rf14 SMS OR SELF DRILLNG SCREWS (GRADE 2 Cts) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .0 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 MIN. • • • • INTO WOOD STRUCTURE = 1' MIN. • • • • INTO METAL STRUCTURE = 3/4' MIN. • • • • • • WOOD AT HEAD, SILL OR JAMBS SG m 0.55 MIN. • • is, CONCRETE AT HEAD, SOL OR JAMBS 1'e m 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS fm m 2000 PSI MIN. • • a P��1a. -..•'i• - • 1 F • • d • a • • •• • • •• • • • TYPICgI �NPIORS• • SEE ELEV. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florlde Buildhet Code No .051210 Date 2D2O V� am LL (SERIES sEWBNEL 110 ALUM S.H. WDW. (LMJ./S.M.I.) A 1 v 9 O 19 • 9 6 g 1 drawing no. W10-03 (sheet 4 of 9 1/4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCKS SHIN BUCK WIDTH 1/e VAX. SHIMS FLANGE Sc FLANGE ADAPTOR FRAME •• TYPICAL ANCHORS SEE ELBE • FOR SPACING o.. 1BY WOOD BUCKS 1/4' MAX SHINS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' TYP. '� . • •• •• • •.,,_ • • • • „..L__,.. • • • • • • •• . • •• •• •.- 0 •• • • • •• • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED BS complying with the Florida Etaildiatis Code Acceptmuy No MeV AZ/ I ET . , Drax 8 o 6 S 8 g 0 0 1 drawing no. W10-03 (sheet 5 of 9 ) TYPICAL ANCHORS SEE MEV. FOR SPACING EDGE LIST. • • O W SWOP LOCK OPTIONAL TO EGRESS LOCK AT SILL E. Al a a EQUAL LEG FRAME it 711 I I i 10AM i—DADS COUNTY APPROVED I j I • I SEE SENPARATNE 4\ II ANCHORS i I I1 EDGE DISE. ' I � I IILL Ijj TYPICAL ANCHORS SEE ELEA FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. • ••• WHEN USED THE MIN. 16*IOD :UCK DEPTH SHALL BE 2%".•THE USE OS DEEPER OR BEVELED:YDBLiCRS IS PERMITTED. • • • • • • • • • • • •• •• ••• • • • ••• • • • • • • • • • • • • •• • • •• • • •• • • • • ••• •• ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PRODUCT REVISED m complyingwUL dm Florida A sxCadatyo 4 J0 Dore V m 8 --aad 040OHIO to VJ B 1 8 Li b drawing no. W1 0-03 1 sheet 6 of 9 ILLUSTRATIVE DTL5. ONLY EXT. OR INT. FINISHES NOT BY COI WOOD STRUCTURE 1/4' MAX NOT BY CGI GAP 1/2 MIN. HOUSE WRAP NOT BY CGI • TYPICAL ANCHORS: SEE ELEV. FOR SPACING A8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD BUCK HEIGHT FIN FRAME 1/4' MAX. GAP 1/2 MN. • • • •• • • • • `7 •• ••• •• • • • •• • ••• • • • • • • •• ••• • •u • • ••• • • • • . • • • • • • • • • • • •• ••• • • • •.• ••• ••• • ••• • • • • • • • • • • •• • ••• • •• • • ••• • • • • • • Eng JAVAD AHMAD CML FLA. i 70552 PRODUCT REVISED es complying with the Florida Building Code Attereente /5.051g. FO �. .,.Dam Srii ..i• ai 7015 sheet 7 of 9 • • • • •• • ITEM PART # QUANTITY DESCRIP'170N MATERIAL MANF./SUPPLIER/REMARX8 El CGI -100 1 FRAME HEAD 6063-75 - E2 CGI -101 1 FRAME SILL 6083-T6 - E3 001-102 2 FRAME JAMB 6063-T8 - E4 001-103 1 MEETING RAI. 6063-T6 - EB C01-104 1 LOCI( RAIL 6063-16 _. E6 CC1,-105 1 HANDLE RAIL 6083-78 - E7 C91-106 2 SASH RAIL 8083-76 - EB C01-107 AS AGO. 5/16' DAZING EGO 6083-75 - ER CGI -108 AS RE00. 0.700' DAZING BEAD 6083-T5 - E10 CGI -109 A5 RECD. FRONT FIANCE ADAPTOR 8083-T6 - Ell CCI -110 AS REOD. NAL FIN ADAPTOR 6063-15 - E12 004-135 1 FLAB FRAM HEAD 8063-76 - E13 001-138 2 FLANGE FRAME JAMB 8063.78 - E14 CGI -137 1 FLANGE FRAME SILL 6083-T6 - E17 CCI -805 OPTIONAL SCREEN FRAME 6063-15 - 111 CW -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) FVC — 112 CCR -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS REGD. EQUAL LEG COVER/SH•M, 3' LONG AT ANCHOR LOCATIONS PVC - 144 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 60*5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. 1410 - 2/ WDW. BLOCK/TACIQE BALANCE - BSI OR EQUIV. 1411 W23201NG AS REG. PIE WITH CENTER FIN W001. ULTRAFAB OR EQUIV. M12 CGI -129 1/ WDW. EGRESS LOCK ALUM, SULLNAN 4413 CD -131 2/ WOW. HANDLE RAI. END CAP NYLON 14&11 1114 E26018WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 001-133 4/ WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M 1118 054-130 2/ WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M 1117 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. 1418 CD -132 2/ WOW. SASH STOP, 2 LONG PVC PROTOTYPE OR EQUIV. 1120 CD -125 2/ 6126. SASH CAM (Bit BALANCE) NYLON M&11 M21 - 2/ WON. 8/T BALANCE TAKE OUT CLIP - BSI OR EQUN M22 148-6 2/ WOW. WEEP COVER NYLON AAESBURY OR EON 1423 001-134 - SILL SPACER PVC PROTOTYPE OR EQUN. S2 - 2 OR 3/O0RNER # 10 2 1 1/4' LC. PHL PH. 6415. ST/ST. ABY SCREW - - 54 - 4/ WOW. # 8 X 1/2' PH. SYS. ST/ST BALANCE BRACKET SCREW - - 55 - 2/ WOW. # 8 X 1' LG. FH. 5045. ST/ST. SPIRAL B. ASSEMBLY - - 58 - 2/ LOCK # 6 X 1/2' L.G. WE 316. 0 C0-133 & CAM LOCK - - •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • 6 • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engr. .1411411# i MOD CIVIL FLA. CAN. 353672 Og U 1 1 ILS oi p 6 ei 81 88R@I 58 • O 9 .4 8 8 3 0 1 drawing no. W1 0-03 (sheet 8 of 9 2• 2.505 ABS 1. 0 ��` � ,.74b 1 1 ,.550 1 II � .745 _a-� . • .811 ,243 .745 aI .0&9 91, 1.680 // I Q 0 F ® FLANGE 1.015 FRAME F HEAD E1 FLUSH 1.018 J FRAME 1YP. HEAD .OSO ® NAIL 1.395.. FIN ADAPTER g Oi d C v U 1983 - 1.583 f - }A� V°$!II 0 atB 1�. w 01,1 3.875 1.429 3.175 3.175 1.388 1.0152.,13 �� ��� 1.429 VENT TOP CORNER 01 1 .000 .SDO 1.220 PI y E4 MEETING RAIL 2505 FRAME TOP CORNERali ® FLANGE 2.505 FRAME SILL FLUSH FRAME SILL ..--1.220 1 x VS & DOOR: ?.5TH STREET 172 i890 FAX. (305) 1.043 illil I. . si .500 1.301 - 1.701 - 1.788 �.���� ' % �a 7YP. TYP. O �....10) T Z Z 2.440 • 1.015 -,- g� rS 2.440 1.015 1.015 LOCK RAIL /'� M FRAME BOTTOM CORNER p5 VENT BOTTOM CORNER ci .743. .743 - 2.183 ` r 2.848 2.348 - FLANGE FRAME JAMB FLUSH FRAME JAMB �f' 1 o M i 2 .4907992 .120 1.043 '� ._.085 P. '�; .aan Re' dl '� .705 • 705 -� 1.015 f . • • . • • • • EB • HAND • RAIL • • ••• •• •• �I • • • o't E $e O 5/16" GLAZING BEAD Ee O • • • • • • • • • • • • c .700' GLAZING BEAD ,395 e 1.395 r .180 1.449 .743 • • • • • 114815-.. • 4 E^ FL JAVAD AH 59 PRODUCT REVISED �aattplying wbh the Raids 7 S 4 h 8 d .283 • •• e v •� A8S .080 1•025 1015 •• 085 • • • • • • .550 •Oi0-• • • • • 1�p �D�teNo '�.S'�IZ �'� 0 4 1.413 • • • • • • • ! By ;7/�. S� T' O FLUSH FRAME COVER 19 SCREW COVER ID _ ,:: ,,,. Di& • .,-�. - i ^, rWlO-03 SASH RAIL ... . • FAMOR. • (sheet 9 of 9 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, F1. 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 witch the TgUidda•Bui1d* Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Windy •L.M.e..' APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel' i2b' Alum. Horiz. Siid+i • • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated•t /»110 wilh!;C=;gyision `• • • dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad, P. $.,.bgaring 44.. • Miami -Dade County Product Control Revision stamp with the Notice of Acceptadcenumbe wi$ &piratic's date by the Miami -Dade County Product Control Section. • • MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F (786) 315-2599 www miamidade.aovleconom' • • • . • • ••. • • . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: . . • . •• •• • ••• . • • • 1. Glass lites wider than 36 -inch shall have two setting blocks and anti --Lift devises per FBC requh'bments. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8 -inch (Width) by maximum 553/4 -inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 manufactureof 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 No.15-0512.05 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 Jorge M. Plasencia, P. E. MIAtII DADE COUNTY APPROVED 4) CS\ IL NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and 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) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94... 6) Forced Entry Test, FBC 2411 3.2.1, TAS:202. 4 ••••° • along with marked -up drawings and installation diagram 8f a •serier •Sfrginel 120•. aluminum horizontal sliding window, prepared by Certifiiaisset Labo'ratories, 're'st": Report No. CTLA-3062W, dated 07/07/15, signed and sealed.by Ramesh C. Pawl;••; •P.E. 9000 0 •0 • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading *t BC Z"A$1'202-94 • • • • 2) Large Missile Impact Test, per FBC, TAS•26T -94 •• 3) Cyclic Wind Pressure Loading, per FBC:TAS203-a4 . • • along with marked -up drawings and installation diagram of a series flied' Window; to • qualify DuPont "Butacite" PVB interlayer, Duraseal® and We SpaSpaCeit 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. (Submitted under previous NOA No. 15-0512.05) 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 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. (Submitted under previous NOA No. 15-0512.05) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® 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. (Submitted under previous NOA No. 15-0512.05) 5. 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 A-94 ; • ; ; . • • 5) Cyclic Wind Pressure Loading, per FBC,." A 20391. • : • 6) Forced Entry Test, FBC 2411 3.2.1, TAS•2 1.94 • along with marked -up drawings and installation diagranf' b1. a setts •`;Sentinel" • aluminum horizontal sliding window, prepared by Hun icggg;figst Laboratory, LL Q : • Test Report No. HTL-0080-0102-10, dated 06/04/10, signed. and seed ,d' by Vigil, Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS • . • •. .. . • • .•. • . 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by AI--Farooq Corporation, dated 09/17/15 revised on 05/11/16 , 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. 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. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E--2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No, 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014)and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/i5: •Signed by Jaime Gascon, P. E., Section Supervisor. • •' • • 4. Laboratory compliance letters for Test Reports No.'s .C»'C110A-3050W, &Mt.% 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-30564C, dated 04/16/15 all . issued by Certified Test Laboratories, all signed and sealed bylthmesh '.•Patel, P. •• (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, , tcd• 12/16 4►,' ignec4 bye; Jaime Gascon, P. E., Section Supervisor. • • (Submitted under previous NOA No. 15-0512.05•) • 6. Laboratory compliance letters for Test Report No. HT1 -00g0-0102-10, issued bac .: Hurricane Test Laboratory, LLC, dated 06/04/10, signed awl sealed' ki Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 • 1 MAX. HEAD/SILL • •••1'. CO g 0 FALSE MIANTINS (SURFACE APPLIED) OPITONAL 51/2. WAX FLANGE WIDTH 5. UAL TYP. MTO. STILE ...„ n ira ... --- e' / II 11 T II ijir A; " . A u u II n j/ .. _ 32 7/8 0.1. OHL 38 3/8' MT WIDTH !LAME1%k11WM3 ADAOR FB 32 7/11' DX OPG. Lig ADDL. ANCHOR REOD. AT CUTER OF All PANELS *880 02 OPERABLE ABOVE 30 PASO. RIMS AT HEAD/SLI. Iir HEAD/S11.1 FALSE INNTINS (SURFACE= BUG% PACO 5. MAX STILE 13 8/18" MAX HEAD • i• • 9 0 u n n 0 n .1 r=11). / TO u •./. If • Tt0 41 . ) 0 0 [ II II II II •/' ..o/ . . <1-I • i< O.. • 32 Vir 32 7/8. 0$43. 313 sir WIRT WIDTH O.L. CPO. 118.213,4118 8 3 5 1/2 - MAX. HEAD/SILL •*, 3 J FALSE MUNTINS_//f (SURFACE APPLIED) OPTIONAL j 3z7/r 14:1- BUCK WIDTH r MAX. MM. SOLE !SI 32 7/8" DX OPG. 35 ve VENT WIDTH DL OPO. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLES 1D SINGLE MOTS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER IGAMI—DADE COUNTY APPROVED WINDOWS USING MIA1M—DADE COUNTY APPROVED MULLIONS IN BEIWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL YOU. APPLY TO ENTIRE SYSTEM. *Meg !tit' 4 PO Id:COMPLY WITH THE 8484.140250 14011051.0011Y , Ram CODE Nal eigiVatt;MUgr.at ArtriViePUILY 713 TRANSFER ANCHORS SHAU. BE AS LISTED. SPACED AS 51405414 08 OEMS ANCHAS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOte WALL DRESSING OR SIUCCO. ANCMORIMOOR LOADING.CONIORONO NOT SION tN VASE DETAILS ME NOT 'ART OF 11118 ARPRAL. • Eb • • • A AD 131:1A1101t Da SITED DeRal OCAN:HORS INTO WOOD ONLY. itIRAS:TO BE INMPAtkoNON619-1.UCRANE• NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO SWEitudi. SOWN. THAT MAY 1 1 2 COME INTO CONTACT WITH OTHER DISSIAGIAR SMALL MEET THE REMNANTS OF 1142 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS ••• 3 • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I t. 1 1,1 AWL ANCHOR REDD. AT CENTER OF ALL PANELS FIRED OR OPERABLE ABOVE 30=MS AT HEAD/sIU. PRODUCT REVISED rundfroaemplaiwIth the 81erlda NOA-N,. 15-0929.13 EmptratIon Date 09/22/2020 ProduarGenlrol LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT A g 0 Y. 0 1 1W Rol W10-18 (sheet 1 of TYPICAL ELEVATION MAX. HEAD/SILL. 111 - RANGE 1RDT11 5- YAK • SILE MT 1 a Eo © V11-`' II I 11 11 11 11 i. II n n n R 8 u 1 / 11 ti 11 II tl 11 u n it 11 t-``' I — v 5 O -1 /11 S __= /. - I.I it u t 1 I \ 4. FALSE NUNTINS (SURFACE OPTIONAL 5 l/2 - MAX. 24 l/2- D.L OPO. 28' VENT WIDTH 49 5/B- \ AT CENTER OF ALL PANELS ADDL ANCHOR READ. D.L. OPG. FIXED CR OPERABLE ABOVE 30- PANEL WIDTHS AT HPTD/SILL FLANGE & FLANGE ADAPTOR FRAME 110- HEAD/BLL h E BUCK.VADTH 5' MAX. TYP. IATG. STILE 13 5/16" MAX. HEAD/SILL 49 5/B- D.L OPO. FIN FRAME 8 t( FLANGE WIDTH 5 1/2" MAX. HEAD/SILL 5- MAX. TP. MiC. S11LE RANGE HEIGHT 88 1/2' n' • ii u u n u 11 11 II FI11 II . —� • ___L___II11 --r--11 11 O li_ Iii IIII III11 ,11/ I.;;;II 11 11I ... . <^�IIII V• • T . 1 . .♦ 49 5/B- D.L OPO. FIN FRAME 8 t( FLANGE WIDTH 5 1/2" MAX. HEAD/SILL 5- MAX. TP. MiC. S11LE RANGE HEIGHT 88 1/2' n' m I 11 n© 1 _ 11 u 11 11 11 1117 1 1 _ 4i' Io ---.IL--- 0 NY ----- I11 . II II 11 a ====4_____4= - 1. 11 11 11 11 11 11 11 II 11 I{ FALSE MUNIINS (SURFACE opiAPPLIED ♦, 24 1/2" D.L OPG. 2B - VENT WIDTH :1 49 5/E. D.L OPO. EQUAL LEG FRAME •• ••• • • • • • •• • • • • •• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • •• • •• • ••0 • ••• .N - ADEL ANCHOR REOD. AT CENTER OF ALL PANELS -FDIEO OR OPERABLE ABOVE 30- PANE. WIDTHS AT HEAD/ELL d W.. . .•. • • ••• • • • • • • • • • ' • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 • jo y1 C 1 droving no. W10-18 (sheet1.10111) W-15 w-10 W-16 W-9 W-11,12 W-13 0581011 LOAD CAPACITY - PRI (R0 05 OR BIM) STD. W70. BAD. H.D. M. RAH. R.D. 11RT. BAD. 0L88 TIM MAS 21918 FLANGE DIMS. BUCK DIMS. A'4'Ale, 'P&'51' 'B' & 'Bl' WIDTH HEIGHT WIDTH IO:IOHT EXL(+) NU-) 5 L(+) INT.(-) 28-1/2" 1 25-1/2' EXT.(+) 85.0 85.0 80.0 90.0 37' 1 38' 25' 65.0 65.0 80.0 90.0 53-1/8' 26' 1 52-1/8" 65.0 65.0 65.0 80.0 9000.-. 74- ..----.-.J 73' 82-1/2' 65.0 60.0 80.0 90.0 28-1/2 850• 25-1/2' 55-3/4' 65.0 63.0 80.0 80.0 37' 38-3/5' J8' 37-3/8' 65.0 65.0 80.0 60.0 53-1/8" 152-1/8' 65.0 80.0 650 65.0 800 90.0 74' . 82-1/2' 73' 650 65.0 850 80.0 90.0 28-1/2" 55-3/4' 25-1/2' 54-3/4' 65.0 65.0 800 90.0 37' 50-5/8'I 38' 49-5/8• 050 65.0 60.0 90.0 53-1/8' 1 52-1/6' 65.0 850 85.0 80.0 90.0 __.74'' - 73' - 65.0 85.0 80.0 90.0 28-1/2"25-1/2' 54-3/4' 850 030 850 80.0 90.0 3T � 38' 77-15/18" 65.0 63.0 80.0 90.0 53-1/6' 65.0 52-1/8' 83-1/2' 650 650 60.0 900 74' : L' 73' 65.0 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'X0 OR 0X' SUCK DIMS >5' 277. D58ION LOAD CAPACITY - POP (R0 Olt OR 800158) STD. LTO. BAD. H.D. W10. RAD. R.D. 11RT. BAD. 01188 VMS 61588 25588 01180 18588 FLANGE DRAB. BUCK DDI8. Taal'. B'&'81' '8' & '81' '0' & 'ex SIDTH HEIGHT WIDTH HEI MT DFL(+) INT.(-) Ext(+) !NU-) EXT.(+) INr.(-) 55-3/4' 54-3/4' 850 85.0 80.0 90.0 85.0 65.0 78-15/18' 26' 77-15/16' 25' 65.0 85.0 80.0 900 85.0 65.0 83-1/2' 82-1/2' 850 65.0 800 90.0 850• 65.0 55-3/4' 54-3/4' 650 85.0 80.0 90.0 85.0 65.0 78-15/18' 38-3/8' 77-15/18' 37-3/8' 850 65.0 80.0 90.0 65.0 65.0 83-1/2' 82-1/2' 650 650 80.0 900 65.0 65.0 55-3/4' 54-3/4' 65.0 85.0 800 90.0 65.0 65.0 78-15/18" 50-5/8' 77-15/18' 49-5/8' - - - - 65.0 65.0 83-1/r 82-1/2' - - - - 85.0 660 55-3/4' 54-3/4' 850 85.0 80.0 90.0 65.0 65.0 78-15/18" 63" 77-15/18" 8r •... - - - - 65.0 65.0 83-1/2' 82-7/2" - - - - 65.0 65.0 (1/3W) f e OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH 'XO OR Or FLANGE FRAME FIANCE 0619 EOUAL LEG FRAME STD. MFG. RAIL• N.D. MTG. RAIL BUCK 01115 FLANGE ADAPTOR FRAME FIANCE DISIS • • • • � • � • E NGE & FLANGE ADAPTOR FRAME . •• ••• IQ$JA.1, LEG FRAME • •• ••• •• • • • •• • ••• • ••• • • • • • NOTE: •• • • • GLASS CAPACITIES•ON THISGHE�T AR•EL • • BASED ON ASTM t40E0-09 (3 SEM4Gl1STS)1 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-0EC-219 PROWICT REVISED raceitztrith the Markle ¥0A-0 . • 40929.13 Explya4 D s9122t2020 • • • • • • • '• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e fob a zw 1c G � N F9 ro 01 n CZ _ o- 1 • gRif a (drawing no. W10-18 dint 2 of 11) DESIGN LOAD CAPACITY - PSF (XOX SIZES) (1/3W) (1/) 82D. 6470. BIM H.D. M70. RAS. B31. 6470. RAD. O1095 TYPES OLID MD FLANGE DIMS. - BUCK DIMS. * &'AI'. '13'&'81' 'e' & '81' S801H HEIGHT WIDTH HEIGHT EM.(+) mu-) EXL(+) LNG.(-) 74' EXT.(+) 73" EXT.(+) 85.0 85.0 80.0 80.0 108-1/4' 28' 105-1/4" 25' 65.0 65.0 80.0 80.0 111" 105-1/4" 110' 65.0 65.0 65.0 80.0 90.0 74' 111' 73' 110' 65.0 95.0 80.0 90.0 106-1/4" 38-3/8' 105-1/4. 37-3/8' 650 650 80.0 80.0 111' 80.0 110' 65.0 65.0 69.0 80.0 90.0 74' - - - - - 73' 80.0 65.0 65.0 80.0 00.0 1128-I%4' 50-5/8'. 105-1/4' 49-5/8' 65.0 65.0 80.0 80.0 111' 74' 110' 73' 65.0 88.0 60.0 80.0 74' 85.0 73' 105-1/4" 65.0 85.0 80.0 90.0 106-1/4' 83' 105-1/4" 82' 61.6 610 80.0 90.0 111' - 110' - 60.0 80.0. 80.0 90.0 (1/3W) (1/3W) (1/) OPERATING VENTS 70 BE 1/3 OF THE WINDOW WIDTH 'XOX' DIMON LOAD CAPACITY - PRP (X0IL SUSS) SID. 6470. BAIL H.D. M70. BAD. B31. 6470. RAD. MASS TYPE 81*1 TI7T8 01085 TYPES FIANCE DIMS. BUCK DIM. a'YA!', 9'&'81' 'B' & 'Bl' '0' & 'Cr WIDTH ((SONY WIDTH HEIGHT EXL(+) INT.(-) EXT.(+) INT.(-) EXT.(+) OR.(-) 74' 73" 65.0 65.0 80.0 90.0 85.0 85.0 108-1/4' 26' 105-1/4" 25' 65.0 65.0 80.0 90.0 85.0 85.0 111' 110' 65.0 85.0 80.0 90.0 85.0 650 74' 73' 65.0 85.0 80.0 90.0 65.0 65.0 108-1/4" 38-3/8' 105-1/4" 37-3/8' 650 65.0 80.0 90.0 65.0 85.0 111' 110' 65.0 65.0 80.0 BOA 85.0 85.0 74' 73' 85.0 85.0 80.0 60.0 85.0 65.0 105-1/4" 50-5/8' 105-1/4' 49-5/8" - - - - 65.0 65.0 111' 110' - - - - 85.0 65.0 74" 73' 85.0 65.0 60.0 60.0 85.0 65.0 108-1/4' 63' 105-1/4' 62' - - - - 85.0 65.0 111' 110' - - - - 85.0 65.0 (1/4W) (1/269) (1/459) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' BUCK 01195 FLANGE FRAME FIANCE DIMS 8"137. BUCK CDC EQUAL LEG FRAME BUCK WAS L FLANGE ADAPTO FLANGE DIMS FRAME •• ••• • • • • ••.• • FLANGE & FLANGE ADAPTOR FRAME .•, I Q Jif LEG FRAME •. ••• •• • . • •• •8•• • •••• • • • •• • • NOTE: • • • • GLASS CAPACITIES•JN THIO SHEET ARt: : • BASED ON ASTM N145 -09 (3 SEG SYSTE)• AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • PRD ea wigs 85. Floridaeu 1,75A- • 19-0929.13 Exp'ati . Date 0$22/2020 B Y mduat Control ••• • • • • • • • • • • • • • •• •• ••• • • 1 (sheet2.1ol 11) DIME LOAD CAPACITY - PSP (XO OR OX SIZES) 87D. MIG. RAD. H.D. MTG. RAIL H.D. 1170. RID: MASA TM NABS MB HACK DIMS. 'A'&'Al, wow `8' & 'Bl' MOTH HEIGHT EXT(+) IM.(-) EXT.(+) INT.(-) 25-1/2' 54-3/4' 65.0 85.0 80.0 80.0 36• 25' 65.0 65.0 80.0 80.0 52-1/8' 80.0 65.0 05A 80.0 80.0 73' 85.0 85.0 85.0 80.0 80.0 25-1/2' 54-3/4' 65.0 65.0 80.0 80.0 38' 373/8' 65.0 65.0 80.0 880 52-1/8' 80.0 85.0 65.0 80.0 80.0 73' 85.0 858. 65.0 60.0 80.0 25-1/2' 54-3/4' 63A 65.0 60.0 80.0 36'85.0 49-5/8' 688 65.0 80.0 80.0 85.0 65.0 80.0 80.0 52-1/8' 82-1/2' 73' - 65.0 65.0 80.0 80.0 25-1/2' 54-3/4' 65.0 65.0 80.0 80.0 38'65.0 82' 65.0 65.0 80.0 80.0 52-1/8' - 65.0 68.0 80.0 80.0 73' - 60.2 60.2 60.0 60.0 (1/28) 4 (1/28 OPERATING VENTS TO 8E /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (KO OR OK arm) 819. 870. Hitt. N.D. N70. RAIL H.D. 1170. RID: DIMS. CUSS 70565 'All, '81411' COMA TYPE 'B' 8 'HI' 9 TMHUCK C' 8 Cl' 810111 HEIGHT EXL(+) INT.(-) Exr.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 688 85.0 80.0 80.0 650 65.0 77-15/16' 25' 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 85.0 65.0 80.0 600 85.0 65.0 54-3/4' 85.0 658 80A 80.0 65.0 85.0 17-15/16' 37-3/8' 65.0 85.0 80.0 BOA 85.0 85.0 82-1/2' 85.0 85.0 813.0 005 85A 65.0 54-3/4' 85.0 65.0 80.0 00.0 69.0 688 77-15/18' 49-5/8' - - - - 65.0 85.0 82-1/2' - - - - 65.0 85.0 54-3/4' 65.0 65.0 80.0 80.0 85.0 65.0 77-15/16' 62' - - - - 65.0 65.0 82-1/2' - - - - 65.0 85.0 BUCK 11916 RN FRAME OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' • •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • ••• PRODUCT WISED • • • • • sin GLASS CAPAC the Florida NOTE: ITIES 1�•N TH 1 • • AR �• • • 8. . 0-0828.13 BASED ON ASTM €$300-08 (3 SE0..OUSTSi • 811%4ion ,i042- AND FLORIDA BUILDING COMMISSION /A7 DECLARATORY STATEMENT DCA05-DEC-218 FIN FRAME Pv VCHNeBz 4011 10. 14AY 1 1 20•�'lri fc� fo11"V g WW ligi ILk V S C x i : ::: Eli RI 11 m a a • 6 1 S drawing no: W10-18 sheet 3 of 1 S ••• • • • • ••• e • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACYIY - PSF (XOX SUES) (1/35) r SD. MTG. BAD. B.D. MTO. BAD. 831. MTG. 146 6485 7YPT$ 04Ba SIM DUCK DIMS. Val. 'B'5'B1 '8' 8 'B" 310114 HEIGHT EXT.(+) 01T(-) 0T.(+) DIT.(-) 73' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 85.0 65.0 80.0 80.0 110' 85.0 85.0 05.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 105-1/4. 37-3/8' 65.0 65.0 BOA 80.0 110' 80.0 05.0 65.0 80.0 80.0 73' 60.0 85.0 85.0 80.0 80.0 105-1/4' 49-5/8' 65.0 85.0 80.0 80.0 110' - 65.0 85.0 80.0 80.0 73' - 85.0 65.0 80.0 80.0 105-1/4' 62' 61.8 61.8 80.0 80.0 110' 65.0 60.0 80.0 80.0 80.0 (1/35) (1/35) r (1/35) 4 t OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SUES) BUOK DIM. SO. AITG. BAD. E.D. WM. BAIL 831. MTG. 146 GLIM 91728 *&'81 . 'B'8'Bl' 0489 77880 'B' 8 'BI' W688 WPM '8' 8 '81' N0111 FRIGNT IIT(+) NT(-) OR.(+) Olf.(-) Exf.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 65.0 80.0 80.0 - ' 850 65.0 65.0 88.0 80.0 80.0 65.0 85.0 85.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110' 31-3/8' 65.0 65.0 80.0 80.0 65.0 85.0 65.0 85.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 60.0 65.0 85.0 73" 105-1/4' 110' 48-8/8' 85.0 850 80.0 80.0 65.0 85.0 - - - - IMO 85.0 - - - - 85.0 65.0 73" 103--1/4' 110' 82' 65.0 6.0 80.0 80.0 85.0 65.0 - - - - 85.0 05.0 - - . - - 85.0 85.0 (1/ 70 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH DNS .z -S FiN FRAME 5111_1410.13611.; 'XOX' • •• ••• • • • • • •• • . • . • • . • •• ••• •• • • .•• • ••• • • • • • NOTE: • • • • GLASS CAPACTTIE ON T144SHtET Al • BASED ON ASTM4'81400-99 (3 SFC. CUSIV• AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • . • • • • • • • • • • • •• •• ••• • • • . .• PRODUCT WISED fru q�Bry1119 Y» Flores •N 28.13 e ipira*n BIAtADDW22I202O B y • i '••• .• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • FIN FRAME us - Z drawing no. W10-18 (6h86t 3.10i 11) IX- AWL OORi 1/8' HEAT STREN'D GLASS 075' Interlayer .075' htterloyar Sanas CP With PET Core Sager CP 1813. PET Coro ByR'Eastman Chemical Co.' Bir 'Eastman Chemical Co.' .090' Interlayer090" Interloym Sales Clear And Color Glass Safex Clem Md Cofor Glass 1/8' HEAT 51REN'D MASS By 'Eastman Chemical Co.' OR .! Dy In'Eastman Chemical Ca.' Iayey 080' Interlayer .090' ti yer SSolbx IP WithPET Core SentryGlas Sentry0loe By 'Kuraray America. Inc.' By 'Karam" Americo. Inc.' OR OR'Eastman Chemical Co.' .090' Interlayer 090' Interlayer 090' Interlayer S entryOkal Rummy Butacite PVB Kurway Butoeite PVB By 'Karam America. Inc.' By 9Caror y Americo, Inc,' BY 'Rummy Hca' Ins.' 1/8' ANN. MASS 1/8' HEAT STREN'D GLASS 1/B' HEAT SIREWo GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN .36' GLASS TYPE 'A' 5/16' h'OMPIAL LAM. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS 1/8' ANN. CLASS SIUCONE GO 1200 DON CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'g' 5/16' NOIIDNL LAM. MASS 1/8' HEAT STREN'D GLASS 075' Interlayer 075' Oderloyer Sofia CP With PET Core Salley CP VAth PET Care BR 'Eastman Ohmic/II Co.' BByy 'Eastman Chemical Co.' 09• 0' Interlayer Sages Clear And Color Glass By 'Eastman Chemical Co: OR 090' Interlayer 1/4' AIR SPACE 090' Interlayer SentryGlae SentUClas • BR • 'Kuroroy America, Inc.' By 'Wmeroy America. Inc.' O90' Interlayer 1/8' HEAT STREWS GLASS 090' Interlayer Kuroroy Butacite PVB Kumroy BulxRe PVB By 'Kurcray America. Inc.' By 'Kuroroy America, Inc.' 090" Intedalsr Sages Clem And Cofer Glass BV 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE 1200 0OW CORNING 899 DOW CORNING 995 0 KL EDGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL BY 'WANES' OR SUPER SPACER 8Y 'OUANEX AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAY. GLASS 1,1 O SILICONE GE 1200 DOW CORNING 899 00W CORMNO 995 AT 1/4 POINTS ON LOES WIDER THAN 38' GLASS TYPE 'C' 5/18' NOMINAL IAM. GLASS 1/4' NR SPACE 1/8' HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS .075' trtle�cger Sages CP Rlth PET Care By Tcnhnon Chemical Ca' .090' Interlayer SentlyGlos By 'Airway America. Ina' 1/8' HEAT SIREN'D GLASS 1/8' HEAT STREN'D MASS SIMONE GE 1100 001Y CORNING 9$9 • • • • • e DOW CORN • • • • ' • XL EDGE ▪ t3PACER • • '• • • ST. STEEL Pt '099045AL' • • • 09 •• ••• •• • OU EAL BY 'GUAM' 0OR AT 1/4 POINTS ALL 4iES!.. • • • • • • • GLASS TYPE. 'BI' • • • • • • • 0.70' OVERALL IN$UL LOM DUST. • • . • • • • (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '01' & 'CI' MUST BE TEMPERED. •_• SILICONE GE DOW1200 CORNING 899 • t5 >_ DOW CORNING 995 • SUPER SPACER BY 'OWNER'CD • • • • Ld • • eat R1/4 POINTS ALL SRES • • • CLAWS CMOS '01' • • • 0.70.0 "Y"" LAY. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR 0°URASEAL BY DUANEX SUPER SPACER 8Y 'DUANEX' • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED es semplvtmr with the Norge BUDmeg Code NDA -No. 16-0928.13 Expiration Data 0502252020 2 d tr E LL 1 4 4 1:rowing rro. W10-18 (*fleet 4 of 11) 0 0 a METAL STRUCTURE 1 a . 1 = TYPICAL 115405S SEE EIEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME S HE7( USED THE MIN. W000 BUCK DEPM WU. BE 2w. THE USE 05 DEEPER OR BEVELED WOOOaUCICS R PERMED. 'MEAL ANCHORS SEE B. FOR SPACING rr---------------� 1 11 MN41-OADE COUNTI APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA I1 I EDGE DIST I 1 t�fi► I TYPICAL ANCHORS SEE ELEY. FOR SPACAIG WOOD BUCKS AND METAL STRUCTURE NOT BY CG( WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 K9) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY LI -1 /4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SCR, (Fu=74 KSI, rt=5$ K5)) INTO MIAMI-DADE COUNTY APPROVED MUWONS (MIN. THK.=1/81 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODU�yCy�TT� REVISED .TYPICAL EDGE DISTANCE a ea " 0•d• Mis Honda INTO CONCRETE AND MASONRY = 2-1/2' MIN. NOA-No. 15-0929.13 INTO WOOD STRUCTURE = 1" MIN. E p(reHoe Oats 09/22/2020INTO METAL STRUCTURE = 3/4" MIN. By WOOD AT LEAD. BLL OR JAMBS SO • 0.58 MIN._ • • • • G odea=OoBtr•1 • • CONCRETE AT HEAD. SILL OR JAMBS fa = 3000 PSI MIN. • C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm - 2000 PSI M94. • • • �7 •• •• 'Y^"ILW••• •• • • • • •W1 2•1/4"•X 1-'1/Z' IfteP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8' X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • ••; i • • • W. GL•1/V 1/2" :!EP SL AT 3-1/8" FROM EACH END .O•..•9 •• • • • •.• •• ,• • •• • • •• •• •A • • • • • • IA&µ� ••• • ••• • SEE ate. FOR SPACING .•• • • • • ••• ••.- • • • • • • •• -• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u g E • 11 0 0 1 Y drawing no. W10-18 (sheet 5 of 11) FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE ADAPTOR FRAME —SCREENS OPTIONAL IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAAS—DARE COUNTY APPROVED IdULLION & MUWON ANCHONS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/C MAX. INCH TYPICAL ANCHORS SEE ELF/. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 8 APPLY TO BOTH FIANCE FRAME AND FLANGE ADAPTOR 'FRAMES. XO LAYOUT EXTE�fOR D.L. OPc. • •, • • PRODUCT�REVISED i• • • /• u•fHHu9- yCodaing wtE6 the Florida • ' • • vg*! ems t DA -Ela 18-092943 . • • • • Expiration .:.: 09112/2020 Product Control PAY 1 IN • • • • • • ' • ••• • • • • ' • • • ••• • • • • • • • •• •• • • • • • • • 000 • • • • • • •• •• drawing no. W10-18 (sheet 6 of 11 TYPICAL ANCHORS � SPACING EQUAL LEG FRAME MGM. ANCHORS SEE ELEV. FOR SPAM+) TYPICAL ANCHORS SFE ELEV. FOR SPACING 1/i' MAX. SHIMS TYPICAL ANCHORS SAE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPAC.P1I EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO W000, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. WHEN USW THE MIN. WOOD BUCK DEPIH SHALL BE Sr. THE US OF DEEPER OR OREMED WOOLDIXXS 44 PERMITTED MUNI -GAGE COUNTY APPROVED MULLION & MULUON ANCWRS SEE SEPARATE NM 1 i 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICN. ANCHORS SEE ELEV. . FOR SPACING • ..• PRODUCT REVISE •4. s. •.••• ihansmitrif • i.4• • .. • • •• iNA-No. 18-09191$ .••• • �plraUon Date 09/2212020 FOR SPACNO ▪ Got Control 'Ay 1 1 2a • • • • • • • • • • • •••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-18 (Sheet 7 of 11) ILLUSTRATIVE Dili ONLY ENR. OR IN FINISHES Bar BY COI 71PIGL ANCHORS SEE ELEV.FOR SPACING s. 3 TYPICAL. ANCHORS; SEE EIEV. FOR SPA:IINO 'ALMS (Fu = 74 KS ION.) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD FIN FRAME 1 2 1 st e o p1w- C N C 4 N n CriNr 1 13 1 0 •$ Ig o UTo" Sr g •• ••• •• • • • •• • '••II • ••• • •• •. • • • • • • •• • • • • • •• • • •• • •• • • • • ••• • ••• • ••• •.. • ior mow,' IMP •• • • • • . • • • • •• •••• •• •• •• • • • •• • •• • • • •• . • •••• •• • • • • • ••• •• ••• •• • • • ••• •• • ODUCT REVISED Ddhig C•d•wl h the Florida 18-0828.13 encrroeon Dots 091222020 BY MI • Product Control 8 g Fdrmarp no. W10-18 sheet 8.0f 11 • ESE PAST j QUAVERY DESCRIPTION M1173RM& MA14P./ E1 061-100 FRAME JAMB • FIXED CUSS 6083-18 C01 EXTRUDER E2 C01-113 FROM SILL 6083 16 CE EXTRUDER E3 001-102 MAME HEAD 6083-78 CGT EXTRUDER E4 001-103 MEERNO RAIL 8093-18 061 EX61UCER FB CE -104 LOCK RAIL 6083-78 OG1 EXTRUDER E8 001-105 HANDLE RAI. 608318 CGI EXTRUDER E7 C01-108 SASH RAIL 8083-78 CGI EXTRUDER E8 061-107 5/18' CUEING BEAD 6083-15 C61 =RIDER E9 09-108 0.700' GLAZING BEAD 8083 -TS 001 EXTRUDER 610 CLX -109 FRONT FLANGE ADAPTOR 8083-78 CO1 EXTRUDER E11 -110 NAIL FIN ADAPTOR 8063-76 CGI EXTRUDER E12 CGI -135 1F FRAME JAMB • FIXED GLASS 606378 COI EXTRUDER 613 GE -136 1F FRAME HEAD 8083-16 CE EXTRUDER 014 004-139 IF FREE VALE 8083-18 001 EXTRUDER E15 CG1-140 1' MUNIN 8083-75 CG1 EXTRUDER 618 C01-141 25' MULLION 8083-16 OM EXTRIDER 017 CE -605 SCREEN FRAME 8063-75 COI EXTRUDER 618 061-114 S81 SNAP IN 6063-76 C01 EXTRUDER 619 C01-115 ELL RIM 8083-18 COI =RUDER E20 GG1-118 FRAME JAMB 6083-18 COI =RUDER E21 CGI -117 11D LOCK RAIL 8063-76 061 EXTRUDER E22 0 1-138 17 FRAME SILL 8083-78 COI DELUDER 623 001-109 FRONT FLANGE ADAPTOR 8063-18 001 EXTRUDER 671 064-38214 OLAZINO BULB VINYL (DUROMEIER 75-80 SHORE A) PVC 612 C01-111 SCREW COVER (OPBONAL) PVC 1,13 064-112 3' 0 ANCHORS EQUAL LEG COVER/SHIM PVC 114 0.700' X 0.040' BEAD GE1200 5X000NE 50.CONE GE 115 0.700' X 0.040' BEAD COW 996 SEICONE DOW M8 0.700' X 0.040' BEAD COW B99 SLLCONE 00W M7 2/LITE 8ET1150 BLOCK E°OM °UROMETER 8085 SHORE A 60 PROTECT° WRAP WATERPROOFING OR EQUIV. 1X9 884 ROLLER TRACK PVC M10 C01-128 2 PER SASH ROLLER H01SM0 NYLON 1411 823201116 PLLE WITH CENTER FW WOOL UL1RAFAB OR EQUIV. M12 031-128 1 PER SASH OGRESS LOCK ALUM. SULLIVAN M/3 001-131 2 PER SASH HANDLE RAIL END CAP NYLON MRM M14 391-N 1 PER SASH NITER BLOCK NYLON MRM MI5 OPRONAL. REI1CXRA1EO FOAM 30 PPI A116 CG1-134 JAMB SPACER PAE PRO101YPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM 1666 ZINC TRUTH OR EQUIV. MI8 004-132 VER 1W. 2' SASH STOP PVC PROTOTYPE M19 001-111 • PR. HEAD SCREW COVER PVC PROTOTYPE 1420 001-125 2PER SASH SASH 00M (e/T BALANCE) 1422 VAR ES 141-F1.0 WEEP COVERS . . • NYLON • ♦ gm; MRM • • • ► • • • • • 82 2 OR 3 PER CORNER # 10 X 1 1/4' LC. PHI. PH. 0145. 61/51. ASSEMBLY SCREW • S3 94 1 1/4' EMBED. 4PER W0. # B X 1 1/2' L0. PILL PH. 5145. RN ANCHOR SOREN / 5 X 1/2' PH. SMS. ST/ST BALANCE BRATTIER SCREW •• • •• • •i• •_• • • ••• • • ♦ • • • • '4• • . • .t S6 2 PER M0. / 8 X 1' 1.0. FH. SAPS. 5T/ST. SPIRAL B. ASSEMBLY 58 / 8 X 1/2' L0. FN. SMS. 0 001-133 & CAM LOCK SB 4 01.1. RAO_ j 10 X 4' LG. PNC PH. SMS 61/511. ASSEMBLY MEETING RAIL : • ••_ • 59 2 PER ANTLLIFT / 10 X 5/8' L0. PHL PH. SMS. S7/3E ANlUiPT SCREW • • - • • 2 ••• • • • • • • •- • • •• ••• • • • • • ••• • • • • ••• . • • • • • • • • • • • ••• • • • • • s • •• •• • • ••• • • • • •• • ••• ••• • • • • • • • • • •• • • • ••• • • • • ••• PRODUCT REVISED etTdcannpiyhtg with the Florida Cede ICOR-No. 10-0029.13 eaplratlon Date 09/2212020 By hlteet1 Product Central a ciP 111 j a O a a drawing no. W10-18 (sheet 9 of 11) • k 1 n 1 ;g. •. °.. • • • • • • • • • • • • • ••• • • 8 • . • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 2.4402 .113 2113 1.015 I .O6g •499 ■ .120 i .--. ci 2.440 �- - •788 � - gum •� .0650 IYP. � �. S I i .� $° ���111 g i . 1Zg b &{g -r 2846 2.101 70Y88P1•� 1.301 2.348 'MP 1.301 1.680 1'� .884 .884 1.220jill I 1.007 - O 5/16' GLAZING BEAD .700" GLAZING BEAD 1.155 - - 1.135• .obs - 1.388 E4 MEETING - .745 RAIL 1.38.5 ® NAIL FIN ADAPTER 1.395 1.449 FLANGE 1.015 FRAME HEAD O FLUSH 1.018 FRAME HEAD 110 293 ---1.488- .DSO .080 1.015 - - 1.015 - - 1.788 AO .YP. 1W. • 1• 1.413 1.140 1.140 2.284 + 1259 O FLUSH FRAME COVER SCREW COVER 1.015 1.220 4.430 3.885 08S IYP•3.830 • F 2.885 3.85' I L --C----' -i 2Ji85 f SERFS MR 12111111iHOi2 SSW 1VOr. kw./s10.) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6550 FM. (305) 883-8992 , . E19. SILL FILLER - LOCK 1.043 RAIL --1.788- 1.450 tB0 T_lr_d E73 FLANGE O .� ADAPTOR • 2.410 O FLANGE FRAME SILL 2.440 FLUSH FRAME SILL 1.015 MO 7YP } 2.310 I 1 � 2737 2.737 1.043 1 ALT. LOCK ® RAIL -- 2.505 d 055 • 2.813 2488 - aB8 2.813 • • • • • •• • • •v • • •• • • • •• • • • • • *PRODUCT • • • • • mP1Yt9ge1. with the Medd* •.Cad15-09E9.13 • • • • • • PA-Na. 1 Tim i .4% „ � `� - '•;:, '= gefINP n 1111 4 2 g ®y8 a 1.892 r9asm . I) eti -- 1.000 .991-^ • .800 .9812193 1.015 Q Fli 1•0 HANDLE ••• • RAIL • ••• • • 2.737 ® FLUSH FRAME JAMB (MOVING) P----3.237 FLANGE FRAME JAMB (MOVING) s b11 911 5S ° Sed'a +'^ o ll o'^'" to I� 2.508 085 TYP. 2695 .085 ITP. 2 --,--.....-...-4 ' S 1 u o - 1 u }. 4 r o 4 1.028 • •• ••• • • • 1.015 1.015 .085 -ir: REVISED • t ' S � .745. • s t2 FLANGE FRAME 1 JAMB 1.000 745 - (FIXED) Et FLUSH FRAME .590 1.248 JAMB (FIXED) 1.015 SASH • • • • • • • RAIL f drawing no. W10-18 • • • • • �-_ • • • • • • • •emp'Latter Data 09/2212020 . ,: r - 1IAY 1 120 , %..Ak0)tIDk.....6. , - 1111 sheet 10 al 11) •. °.. • • • • • • • • • • • • • ••• • • 8 • . • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • VENT TOP/BOTTOM CORNER$ •• ••• • • • • ••��-���,• ••• • • • • I • • • •• ••• •• CI • •• FRAME BOTTOM CORNER • • • • • • • • • • PRODUCT REVISED • • • • • • • • • a• complying with the Florida Building Coda • • • • • •• • • • • • • • • • NOA-No. 18-0929.13 • • • • • • • • • Expiration Data 09 By fa‘V z o� A a 4 IP I 9@ A g g 0 0 6 1 drawing 00. woo -1s (sheet 11 of 111 ..•• • • • • • • • •• • ••• • •• • •• • • •• ••• • • • • • • • • • • • • • •• MIAMIDE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamIdade. iov/economy CGI Windows & Doors, Inc. 10100 N. W. 251h 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 "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - L1 J1 • • • • APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentineccipts.ning Dooira: heets)• l of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and.st i visedsgn 7WG 05,;413. Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product ContreCli evision stamp withthe . Notice of Acceptance number and expiration date by the Miami -Dade Cout3ty Product Cool Sectiton. • • • MISSILE IMPACT RATING: Large and Small Missile Impact •••• • •. . .. • Limitations:.. • .. • ' • ..'• . . 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion .. in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply tcnthe entire assembly. • 2. See glazing option in sheet 5 and locking hardware options in sheet 2.•• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state a+rseries 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 # 13-0226.06 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. • NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S -I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated'0406/2015, signed and sealed by Ramesh Patel, P.E •... •••• C. CALCULATIONS• 1. Anchor verification calculations and structural analysis, complyMg :with FBC-2014 (5th. • Edition), prepared by Al Farooq Corporation, dated 10/06/2014,tiS7t9/15 aL'dldat reviled on* AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. • - - • ; ; - 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE • .. . • 1. Miami Dade Department of Regulatory and Economic Resourcg•s (R•1R• ). E. MATERIAL CERTIFICATIONS • . 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc? for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no fmancial interest, prepared by Al Farooq Corporation,Aated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 E-1 0 • 6' MAX. HEAD/SILL CORNERS 37-I/4' 2 ANCHORS TYPE 'A'. 13' OR AT STILE ENDS • — DOOR 096. `/1'll 0. �1 ,1L LEAF WIDTH FRAME HEIGHT_ 11 / u / --I IP- if: 1E1'4-) __--- -- / / / // § D.L OPG. AT 13-5/16 \ I! \ I1 L1L_ -v1__ II\ _-_ -___ // / \ /11 L II __ 7 11' / / =.--_,F:•,.!.... II II \ 11 N---11=, II \II 1\ II \ 11 11 \ II \ 3— // O LOCK OPTIONS !f SEE SHEET 9 \ \ ../,./._ \ \\ \ ACNE 6� I 1 1/ • — DOOR 096. -)11\ FRAME WITH LEAF WIDTH FRAME HEIGHT_ \). 1E1'4-) __--- -- / / / // ' 1 1 \ I! \ I1 L1L_ -v1__ II\ _-_ -___ // / 1= —\ lig .,; II / II/ If I 1 tvvE to - O— g g - — - // O LOCK OPTIONS !f SEE SHEET 9 \ \ ../,./._ \ \\ \ ' 1 6� I 1 1/ - ACTIVE \1 _4... - , RIA D.L. OPG. TYPICAL ELEVATION (X) gm z m 2 ANCHORS TYPE 'B' AT SOLE ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR 096. LAM. or MOD -LAM. FRAME WITH LEAF WIDTH FRAME HEIGHT_ EXT(+) __--- --- 1E1'4-) __--- -- 37-1/4' 35' 98' 80 60 DOOR QPTIONS D-5 TYPICAL ELEVATION (xx ) 23 I/2' 0.L OPG. 4 ANCHORS TYPE AT STILE ENDS SEE. CHART EIOR QUANTITY tL BEAD ANCHORS AT STILE ENDS QUANTITY CHART DOOR ISYS. ANCHOR TYPE 96M 'A' 'W 0' 1/4' 4 4 4 3/8' 8 8 8 1/2' 7 7 - rPR�ODUCEREVISED I1•dri9131 Malebo Midis Md /it-ggi •otic 011q q�T5•4iI'2•IPi Molegirollom N Z SERIES SENTINEL. 100 s ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS m WITH OR WITHOUT SIDEUTES. 113 SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. 8 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDEUTE TO 000R MULLION CAPACITY. SURFACE APPLIED 1 THE LOWEST VALUE FROM DOOR. SIDEUTE OR MULLION CAPACITY FALSE MUNTNS CHARTS WILL APPLY TO ENTIRE SYSTEM. MAY 8E USED DOORS LOAD CAPACITY - PSF DOUBLE (00 DOOR ISYS. LAM. or INSEE -LAM. FRAME, • • MAF•Elf MOTH .(i • •• • 1141.(-}WOTH • • • 72' • 35„4 • 060 • 6o • • • •10 • NOTE: •• ••• •• • • • •• VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0-2,43-3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1 REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE (INHZ). ABY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART DF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMNED TO STEEL/METAL SCRIMS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE NOTE: FLUSH BOLTS AND LOCKS MUST BE • •S• • • • • • • ENGAGED 70 HEAD AND SILL DURING • • 000R &L01 DIMS • • • • • PERIODS OF HURRICANE WARNING.• • : DIA 011400107 E FRAM Hfi2J1 -12:75• • •.DLCO. WID1& 06 DQi0RS) - FRAME•WIDTH - 13.75" • • • • D.L.O. mow DOORS) •.•(IRAML+WIDTH - 25)/2 ••• • DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTLRS ‘RE•NOMUI1D. • • - • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • c o� Z Jai gig 1 121/2 0 0 1 drawing no. W13-01 sheat 1 of 11) sheet 2 01 1 1) 37-1/4" DOOR FRAME WIDTH 6' MAX HEAD/SILL CORNERS 2 ANCHORS TYPE 'A', 'Tr OR 'C' AT STILE ENDS 72" 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3' 66" 3' gi —T 23 1/2' O.L. OPG. 2 ANCHORS TYPE "0' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X.-) ANCHOR TYPE /I 'A' '8' / VI / II __1L./ --IP- -,rI A / ii 1/4' 7 / / / / / // 1 1 1 \ \ 11 ,u._ -,!r- i^\ - 11 u/. -1 .X1/ / \ --_=L II N/ Il/ 11 / / II K -1.4b= 7- j /�l ====fir=== 11 1; II \ II \II _ _--1t3- II \ 11 \ 11 a `7 2 a m hII to M..... o Ill ACTIVE ,ACTrvE ,- A 2 ANCHORS TYPE 'A', 'Tr OR 'C' AT STILE ENDS 72" 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3' 66" 3' gi —T 23 1/2' O.L. OPG. 2 ANCHORS TYPE "0' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X.-) 23 1/2" DL OPO. 23 1/2' aL OPO. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED SEE CHART FOR QUANTITY 111 TYPICAL ELEVATION FOR 3 HINGE DOOR (XX) NOTE SEE SHEET 1 FOR DOOI? Aoec:ax'o • • • • . • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••. • ••• • ••• • 008 • • • • *00• • • • • • • • • • • • ••00 • • • • • • • • • • • • • • • 0• •• • • • •• •• •0• • • • ••• • • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHN 'A' '8' 'C' 1/4' / / / / / / / // 1 1 1 \ \ 11 ,u._ -,!r- i^\ - 11 u/. -1 .X1/ / \ --_=L II N/ Il/ 11 / / II 6 — _ / \ E YLOCK OPTIONS SEE SHEEP S , \'/• \\ \1\I 1 1 1 -0 o- I I Ik to M..... o — A1s _ Ill 23 1/2" DL OPO. 23 1/2' aL OPO. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED SEE CHART FOR QUANTITY 111 TYPICAL ELEVATION FOR 3 HINGE DOOR (XX) NOTE SEE SHEET 1 FOR DOOI? Aoec:ax'o • • • • . • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••. • ••• • ••• • 008 • • • • *00• • • • • • • • • • • • ••00 • • • • • • • • • • • • • • • 0• •• • • • •• •• •0• • • • ••• • • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHN 'A' '8' 'C' 1/4' 4 4 4 3/8" 6 6 6 1/2' 7 7 - PRODUC t REVISED =Mirth the PbrW Anonym Ne O/ 'O 0 11 8F V 11:1 gog 12 zZ�� §o U-m� e191 41 WORE bi i6 8 0 st k l' rdrowing no. W 13-01 37 1/8' SIDEUTE WIDTH 8' MAX. HEAD/SRL CORNERS 1 0 DESIGN LOAD CAPACITY - PSF WIDTH INCHES SIDEUTESTATIONARY HEIGNT PANEL (0) (SEE NOTE woo INCHES EXT.(+) INT.(-) 24 4 80.0 80.0 30 6 80.0 80.0 33 84 80.0 80.0 38 80.0 80.0 37-1/8 IIII I 77.8 77.8 39 73.8 73.8 42 •;I!i _- c=gyp-. 11 y 1-'-- I II 11 I II II 88.6 68.6 24 80.0 80.0 30 . 80.0 80.0 33 90 80.0 80.0 38 80.0 80.0 37-1/8 77.6 77.8 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 88 80.0 80.0 38 80.0 60.0 37-1/8 77.6 77.8 31 l/8' D.L. OPG. 1YPICAL ELEVATION (0 ) 144' MPX. 38' SIDEUTE WIDTH 6' MP$. HEAD/SILL CORNERS 72' DOOR FRAME WIDTH 38 SIDSLITE OPTIONS 23 1/2" D.L OPG. 11; TYPICAL ELEVATION ( OXXO ) •• ••• • • • • • •• 4 ANCHORS TYPE '8' AT STILE AND MUWON ENDS 31 1/8" D.L OPG. SEE CHART FOR QUANTRY HEAD ANCHORS AT ETRE & MULLION ENDS QUANTITY CHART 1 1 SHIM 'A' '8' 'C' 1/4' 4 4 4 \ II II L1L_ 1� ii 6 6 I II it . O 1 ii 1/2' 7 7 ap % o / LOCK •„-. ' , / / ` 0 // // IIII I lo 20 © ONS 6 1. �c11 \ 444,, =707$ CCA II II/ / III / III g •;I!i _- c=gyp-. 11 y 1-'-- I II 11 I II II I INACTIVE . 'I -, I ACTWE �. .,. SIDSLITE OPTIONS 23 1/2" D.L OPG. 11; TYPICAL ELEVATION ( OXXO ) •• ••• • • • • • •• 4 ANCHORS TYPE '8' AT STILE AND MUWON ENDS 31 1/8" D.L OPG. SEE CHART FOR QUANTRY HEAD ANCHORS AT ETRE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' 'C' 1/4' 4 4 4 3/8' 6 6 6 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 114 SURFACE APPLIED FALSE MUNIINS NAY DE USED IAascO�DMCrREVIStb 1ti6gCodtt RS W Florida Maoism No1L1-10fj.O 186888.8 Dete_ s_ __ f 1 s. meadtllW 811 1� I rat'.I • • • • • • • • €1DE LLTE D.LO. DIMS • • • • • 3.L.0.IiFIGHT = FRAME HEIGHT - 12.875` • • • • • • • • • 4D.L1➢•WDTH SIDEUTE WIDTH - 8' STAND ALONE SIDEUTE ONLY D.LO. WIDTH = SIDEIJTE WIDTH - 4.875 SIDEUTE TO DOOR ONLY • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •0 •• 0410 • • • 000 • • e 41 4 [2a411.10 E .9 i� 1 drawing no. W13-01 sheet 3 of 11) (sheet 4 of 11) DESIGN LOAD CAPACITY - PLP SIDEUTE WIDTH INCHES D00R LEAF MOTH INCHES SIDELRE FRAME HEODNT INCHES =ELITE TO DOOR MILLION (SEE NOTE BELOW) IXL(+) INT.(-) 24 \� / / / / \ 80.0 - _..80.0 30 80.0 80.0 33 35 84 80.0 80.0 38 80.0 80.0 37-1/8 77.8 77.8 39 i 73.8 73.8 42 88.8 88.8 24 80.0 80.0 30 80.0 80.0 33 35 90 80.0 80.0 38 80.0 80.0 37-1/8 77.9 77.8 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 35 88 80.0 80.0 38 80.O 80.0 37-1/8 77.8 77.8 SIDELITE MOTH DOOR FRAME WIDTH SINGLE (x) 3r MAX. DOUBLE (XX) 72" MAX. SIDELITE TO DOOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDEUTE TO 000R MULLION CAPACIIY FROM TABLE ABOVE. 3. LOWER VALUES FROM STETS 1 OR 2 WILL APPLY TD ENTIRE SYSTEM. DOOR FRAME SIDEUTE WIDTH WIDTH Q I.. / /'% ; i<'\IL.JI MOTH )5..'; fo3 DOOR MELEE _ FRAME _ . _ SIDELITE WIDTH WIDTH MOTH - 1 / // . tN. O- ®- / //O /i \ \(C/ \ WIDTH \ / 0 \ \ . / \� / / / / \ /i\\\ / \ / / \ / / MULLION END ANCHORS SEE SHEET 3 ( 080 ) SID DOOR DOOR FRAME .SIDEUTE ._ FRAME WIDTH (r() - WIDTH (a;' WIDTH WIDTH // a . \ \ / 0 \ \ . \ / \� / / / / x'11 /i\\\ 0008 FRAME WIDTH WIDTH WIDTH x'11 /i\\\ \ / \ / \ / \ / i •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • •• ••• • • ••• • • • • • • • • • • •• • • •• • • • • ••• • ••• ••• • • • • • • • • • • • •• •• ••• • • • • ••• • • - ••• • • • • • • • • ••• • •• • • • • • • • • • • • • • • • •• •• • • PROW (*ARMED RRfwbb tb. Fkd4 ng Code Amman* Pie -LSA-- 7Df�1M'r aeCa NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 k • 1 M 0 i� 4 L4 ffi a 1 drawing no. W13-01 sheet 5 oil) 3/18' ANN. GLASS .075' Soflox CP With PET Core — By 'Eastman Chemical Co.' .090" Sotiex Clear And Color Gloss - By 'Eastman Chemical Co.' _ .090' Kuraray SsntryGics By 'Kuroroy Americo, Inc.' 090' Kuraroy Butacite PVB By 'Kuraray America, Ins' 3/16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 INTERIAYERS- • AT 1/4 POINTS 7/18" LAM. GLASS 3/18" HEAT STREN'O GLASS .075' Saes CP With PET Core — By 'Eastman Chemical Co.' 090' Sanas Clear And Color Glaas — By 'Eastman Chemical Co: _ .090' Kuraray SantryGlas By 'Kuraray America, Inc.' 090" Kuraray Butacite PVB By 'Kararay Americo, Inc: 3/16' HEAT STREN'D GLASS SRLONE DOW CORNING 995 DOW CORNING 898 GE -1200 NM-MAYERS- • i / AT 1/4 POINTS 7/16" LAM, GLASS GLAZING OPTIONS • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • e• • ••• • • • • • • • • • • • •• • •• • ••• • ••• ••• • • • • ••• • • • • • • • • • •• •• • • 3/18' TEMPERED GLASS 3/8' MR SPACE 3/18' MINEALED (SASS .075" Salienttai CP 5 PET Core ro By 'Eastman Chemical Co.' .090' Saner Clear And Color Class — By 'Eastman Chemical Co. .090' Kuraray SentryGlas By 'Kuraray America, Ma' 090" Kuraray Butacite PVB —' 8y 'Kuraroy America, Inc.' V 10 3/16' HEAT STREW() GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 ••• • • e • • • • •• • • i • •• • • • • • • • • ••• • • • •e• • • • w ••• • • • • • • • • • • • • •• •• • ••• • • XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' 1" OVERALL INSO1. LAM. GLASS PRODuc r REVISED coalgvh• with wTRalCooe W Marti Motown So/%-/orSro`I IRON= 5. M % zsgrd e d9n t a 0 r-• drawing no. W13-01 (sheet 6 of 11) 1BY WOOD BUCK SEE . SHEET 1 1 d O l®1 1 ri---r • CTINCXTE, EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 ESL Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE ' 8'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 NSI, Fy=155 KS) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) jjTN(jYPICAL FDGF DISTANCE 1NT0 RETE C ^YYTVEt �0NRY = 2-1/2* i 12" MIN. • INTO MEW STeliCTI4RE•= i/4• W. • •• •• •�� • • ••• .,•� • HGRETE i,, SILL oR �f•e0 PS1 MIPL C-80 HCLLOW/PILLED BLOCK AT JAMB 1 m - 2000 P81 MIN. • A0gigR5 MAY•BE 1 •oR FLAT•HEAD. • • • • • • • • • • • • • • SEALANII'S , • • •• • • • • • • •••� i • • ALU: JOINTS g1D:FR•AME CONN6�I&NSVLED WITH GE SCS2000 SIUCONE SEALANT. ••• • • • • ••• • • •in • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR DETAILS ii NVitO-DADECOUNRY APPROVED II it II � I SWARATE NOA ��11 11 IL_ TYPttAL ANCHORS � PAACINA GG PR0011C F REVISED eloplybas *St the livskRis Eta Aseeptaue 1 ' I /s aSopleadm 3 L Jr 8 1 2 II w a 1 k v droving no. W13-01 .4 11 3/8' Max. SHIM 3/8" MAX... S!1 -IIS:; CONCRETE• OR .... MASONRY, TYPICAL ANCHORS •. SEE ELEV. . • FOR SPACIAlk •a DOOR FRAME WIDTH ACTIVE LEAP MIMIC f REVISm . wool*, die Rada Wain Coil . toplralla• Date .T t,4v Phdrr*C.WY • LEAF WIDTH Y z) DOOR FRAMt 111DTH .. . • . • • • •. •.. •• . • • •• • ••• • ••• • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • Dian JAVAD AMID CivIL HA PEf 70392 • • • • • • • • • • • DOR DETAILS • •_ • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 b 2015 rl drawing no. W13-01 sheet 7 o1 11) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/B" IIAx.• CONCRETE• 01;••-..: MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 & 2 • TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING • WIDTH APPLY SEALANT BEFORE MATING •• ••• • • • • • •• • • • • •• • • • • ••• • NOTE: LIMIT SHIM WD METAL 9iRUWTURE AT JAMBS TO 3/8" •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • DOOR FRAME WIDTH 37" MAX. SINGLE (Y) 74' MAX. DOUBLE (bt) PRODaCrREVzszo UWhB fm PMA" Ealkitior Ammon4 ! e/ V Idea► L SIDELITE DETAILS ••• • • • • •••• • . . . • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • A B g • u A drawing no. W13-01 (shoat 8 of 11) EXTRUSIONS BILL OF MATERIALS ITEM 1 PART No. DEMO= %TFRR E MARE. ROOMS L 062-109 FRMAE READ AND 5111. 6063-T6 C61 EX12111R USED 21' ILL. IPFRR% 2 C61-190 FRAIL JARS (063-16 ail (2T211EER RED ST ILL MOS 3 CR -196 MORE HEAD 100 SOLI 6063-16 0G1 FIRMER 3 PER COINER 4 061-197 FREE SIA8)1O MUTE JAMB 6063-T6 061 (SERIWER MD09AL 5 138I-190 RATING SIDELITE JAM 6023-16 CO MUER 25 6 CR -193 PAWL 110' AND MOH RAL 606346 CM (112 (DER iF .'.; MN' 7 061-194 PANEL VERTICAL STILE 6063-76 CGI EXTRUDER 7RRSS 9 CO1-199 OEM 1103( 6063-76 Cbl MUER MURAL R 021-191 F26E IGAI NO SILL %EV COVER 6063-75 021 EXTRUDER 26 13 CG1-192 MAR LEAD AND SRA URGED SCREV COYER IN63-T5 CGI DRUM 14 061-121 7/W GUM RAM MAD 6063-15 CGS MINDER D11O8L 14A 001-123 1' GLASS GLAZING DEAD 6063-15 CZ ESIRUNR EP11 15 C6I-M8 SIEAR 320( RAZE 6063-76 CR EIMER 16 CR -195 MIRAGE 6063-15 COI EXTR A:ER O C6-509 %REV COVER 6063-75 CGI EXTRUDER LOCKING HARDWARE RCN 1 PART Nn DESCRIPTION MADERIAL 2626. RO1AW(S 23 CGI-45o3PL 3 POOT LOX ASSE2111.7 (ACME LEAF) 1C-3447 CR -CUM USED 21' ILL. IPFRR% 19 CG -1204 fLURIB0.T MEALY (U6TM (1167 16 06113/01 RED ST ILL MOS (IRION 1 5455 PASS COVE LEVER (ACTIVE LEAF) 23 MOM 3 PER COINER .187 x .323 VEAIIORSTRO' PILE V/ CENTER FIN 5455 FD IMO LEVER O2ACTIVE LEN) 81LDR% MD09AL 62333206 0231 OEAMU (ACTIVE LFA-) LTRAFAB 06 EOOY BALING 25 OPTILY 2 .069 %MO.T (ACTIVE LEAK A122(6N DEXTER BY Sol iF .'.; MN' 20 108605 ACTIVE LEVER 01CT1VE LEAF) A280D-86'32O DMER BT SIX 7RRSS GAGER J10 1695 11100 LEVER 6NACIM EEA-) 250 MO BY 50R MURAL O02®i 3 192410 %ADBLT (ICRVE EEA0) 4I>4662416P APER COM 26 M4 8.2220 ACTIVE LEVER (ACTIVE LEAF? VIT1. COPPER OBER 27 EL2290 O1OY LEVER (02671(/21 LE03) 3/0'-16 RELY THREADED ROD - 5(C0D V1114 3/8' MX NUT RPM CREEK D11O8L RCN 1 PMT Mo. DESOIPTIO1 DESCRIPTIO( PATE2IAL ROOMS 23 IN 2 14 X 3/4' ROI MAD TEMS - 0411 ATTAOOENF 1C-3447 FRAME GARET FOAM 19 A 6 X1/0' PAN HEM 96 - ASTRAGAL ATTACHNIRT 16 322894 IR' RUN ENDS 22 872110 ' OR WRY 110 X 1 1/4' PN S96 - ASSEIfLY 23 38 3 PER COINER MISCELLANEOUS 1TEM t CODE PART 188. DESCRIPTIO( PATE2IAL MAM6. wens IN FO8 1C-3447 FRAME GARET FOAM MERRY DR TRIO/ 22 16 322894 .390 113A8 GARRET MAN 872110 ' OR WRY 23 38 62333010 .187 x .323 VEAIIORSTRO' PILE V/ CENTER FIN V10. IR.T20* 1 0R OM 24 32 62333206 .197 X 500 ACYL PLE VSTRIPPINO VCO, V/ FIN LTRAFAB 06 EOOY 25 16 0-139-2 RMOE (4 3/d' 0 49 A122(6N CQ -0(108 iF .'.; MN' MA 010 A280D-86'32O HIRE (4 1/2' 12 4') 7RRSS GAGER F F 1 (2 250 211 A1OR-O53 052E (4 1/2' R 4') 3/S RAM 4I>4662416P 26 M4 C61--382'1 OMING 3EAO MB VIT1. 01-016101 27 117 3/0'-16 RELY THREADED ROD - 5(C0D V1114 3/8' MX NUT MC PLATED 20 - SETTOL lax (2 PER LIFO EP11 000E1ER 8035 RlOL A NOTE: ITEM NUMBERS B. 10 do 11 ARE NOT USW •• 010 • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • . • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 11041 • • • 000 • • Engr. JAYAD AMMO CML CA34. i 92 g 0 4 u o' bJ drawing no. W13-01 (sheet 9 of 11 • Whop Ann Oa CUSTOM 3 -POINT LOCI( Ombra Assn. H.nNg 1/y iI!iL. TOP SECTION SHOWN (BOTTOM SIMILAR) F ushbolts (Inocttve Panel) Top & Bottom •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • ••• ••• • ••• • ••• • • • • ••• • - • • • • . • • ✓ aoaucrREvia6o ee•q)Yswith Orel1el uu fy• ireMe. Dalt! 1 ▪ cit... s 0 8 tl { npl G js drawing a0. W13-01 (sheet 9.1a111) • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Q DOOR FRAME HEAD/SIU. .082 1. 5 1.887 12 FRAME COVER SIDEUTE TOP & BOTTOM FRAME 1 597 1. 5 092 SILL COVER Q TOP & BOTTOM RAIL 17 SIDELITE JAMB COVER Q HINGE & LOCK STILE .326 1°7.245 0 .908 4 4 4 1.080 0 to ASTRAGAL ADAPTER .135 } 1.622 SHEAR BLOCK SHEAR BLOCK PLATE 0 DOOR FRAME JAMB 0 SIDEUTE FRAME JAMB 0 ••• • • •• .875 • • •• • • • • ••• • )•• •• 1.094 •• ••• 14 GLASS STOP (LAM. GLASS) • ••• • • • - .120. • • • • • • • • • •995• • • •• • • • • • ••• • SIDEUTE MATING JAMB. • • • • 1.184 GLASS SIOP•(INBYI• LAM. GLASS) • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 44 iti pima Q /a/lvy tsaDeg 4�8 Csa•d drawing no. W13-01 (sheet 10 of 11) ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS 10 BE INSTALLED PRIOR TO JOINING MATING JAMBS • HOLE CAP ACCESS HOLE RATMO JAMB FASTENERS SEE SHEET 8 FOR DETAIL_ DOOR FRAME TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• 8 • • • • • • • • • • • • • • C • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • LEAF TOP & BOTTOM CORNER ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W13-01 (sheat 11 et 11 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 251h 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 jurisctjon. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County ?WoeContI .. • Section that this product or material fails to meet the requirements of the applicaakeliui&ding coda.. .' This product is approved as described herein, and has been designed to comply loth the ],eriIa:Buiidin) • :. Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/economy Control Section. • • . • •• • .•. • • • DESCRIPTION: Serie.s Clipped, Extruded Aluminum Tube Mullion — L.M11,.... • *. • ''' APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevatiencand Details",•theets 44..6 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared toy*Al-Farootrao;poratiran • signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodiferadiltrol Sectitin Revisions. stamp with the Notice of Acceptance number and Expiration date by the iliaml-bade pounly Prod'ilbr '`` • 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 &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# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. lis NOA No. 15-0420.08 I/ Expiration Date: March 28, 2018 Approval Date: August 13. 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 caseinent voila.ows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hua1cdne Testing Lab, Inc.,, • Test Report No. HTL-0080-0105-08, dated 03/26/08 for fitoaimeni NO.:1 and .24• 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 SEB , PA 2Q19,4 • • along with marked -up drawings and installation diagram' ef' an alutrin im fieri .• window, prepared by Hurricane Test Laboratory, Inc. Test ttppT No. • •.. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, PR' • •• (Submitted under NOA No. 95-0929.39) •• . 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PX 202-9 • 4 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-5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel P , P.E. Product Control xa iner NOA No. 1 - 420.08 Expiration Date: March 28, 2018 Approval Date: August 13.2015 E-1 CGI Windows & Doors 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-516 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. HTV-0080-0303-96,.issued by. • Hurricane Test Laboratory, Inc., dated 03/06/96, signed and: sealed 1,. 7"inothy+ S..:. Marshall, P.E. •••••• • (Submitted under NOA No. 95-0929.39) • 4. Laboratory compliance letters for Test Report No. HETI-9Sr525• issued, by.Iurric . • Engineering & Testing, Inc., dated 02/12/96, signed and sent& by Hecetws i C 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. E-2 Manueler ' E. Product Control E ner NOA No. 15- i 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I�-I.000�{_C1e3 NI SSD' oiii HOLE '�� TRIC., �/ 2000 les z000 \\ r -4,1!, l -. 1+V1tkt lop \Cti i tt•\d�,\11;lll 4200 '_' ___ �7YPiCAL d / �! ISI GLAZING PRODUCT ...._.1\� r: • f f � .. -No Ix Sx ...332 = IN\V .332 M\3 CLIP So, ^I : �T L000 � Q 8 V ANGLE 11 8063-16 �( W� 1X2 6003-18 MULLION 5000—�(Oil 6- • h I�-.125 �� B.00D Q it 1200 - ,123 i. �`� 11 4 ROW 3.000 ADO 0 d cell F t 3200 Izs 4.000 -.. o-125 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PROD CT$ NN i6 MULLION , - IN. HORIZONTAL OR VERTICAL, R SEEWINDOW OR DOOR APPROVAL o 3' 2.688 FOR FASTENERS SIZES MD SPACING 4" 3.886 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. g 5.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY Ix = .9502 INV Sx ,. [NV APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Z .8335 1X3 MULLION IX Ix = 2.9782 NV_ Sx = 1.4881 M\3 T DS RECTANGULAR ALUMINUM TUBE MULLIONS GJ ((��'IA 3 N rAi 6063-1e 2X4 MULUON USING MULLION PROPERTIES ONLY N 6083-16 o. o 5000 1.075 125 H THIS T WS BEEN DESIGNED AND TESTED TO COMPLY YTHE 3 = �3 ° 0 1_1 REQUIRMIENT OF 45),FLOWOA BIALDMG CODE INCLUDING HIGH VF1ACI1Y VEL H1080CM. :-. ZONE (I11S I — ALL GLAZING PRODUCTS USED Willi THESE MUWONS MUST MEET THE APPUCABLE BUDDING CODE REQUIREMENTS LE: VAND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. IADD �.s125 4-000 MULLION CLIP FOR 1BY TUBES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTATE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT. R R 125 CM-383 8063-re TO BASE M6156041. SHALL BE BEYOND WALL COVERING (STUCCO, TBE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 1188 APPROVAL -� gg '• I 6.000 1,700—*. A LOAD DURATION MCRFASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• ••• • • • • • •• . • MATERIALS INCLUDING BUT NOT LIMITED TO METOL SCREWS, THAT 4 = 5. m 4000 X ,_ I MER DISSIMILAR MA •SULI MEET 'DEE IN6TRUC4I€N • • • • •• • REQUIREMENTS COME INTO CONTACT MA BLDG. igle-� JT • • • • Il AN8 OPHCAsloVes, g e Id • 2.000 b ..-.125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ^ ^ ^ S ��p �• FOR PARTICULAR OPENM°. USE E^=^ 'a_ AMMO PRODUCT REVISED A r R DADE COUNTY APPROVED GLAZING PRODUCTS MEETING �i'�Yr'�P'• ABOVE LOP& RE4lRIf lTS. • • FIA. 30592 �LCML as eomplymg Milt �e Florida ding Code S 3 3 TEP VSE Eenos '`0 6UI.UON:AS !IR'R0:UCT CON J r�f�GR ix = 2.0374 DA4 Sx Ix = 8.2757 IN44 4200 • �pp • • • • {_ •ABRG GRAP�IS WI Sj1EET 2 SELE• e 'eq•q�.'up• 92E WITH 4 ! Expiration Gate ,:l7,784.;" TJv� By � 1 8 �"'--' 4 = 1.0187 TRW Sx = 2.7586 M\3 • • DESON•P47WG MCI E THAN D 0+LWD•SPECIFEO M STEP 1 ABOVE USING ANCHOR 1YPES ON SHEETS 4 & 8, AND ANCHOR GRAPHS JU . .2015 ��'f �...'_ • Minor ,.,•,.PmdmH R drawing no. 1X4 MULLION 2X6 MULUON STEP Q ON SHEEF 3, SELECT ANCHOR TYPE WITH DESIGN RATING L' M95-1 3AJ 6003-16 6083-18 8083 78 MORE THAN THE DESIGN LOADS SPECIFIED 1N STEP 1 ABOVE. ••• • • • • ••• • • • • • • sheet 1 ot5j • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CHART -+ 1',2",1/8" ALUM. TUBE NO STEEL COI1X2 /8" 28 26 30 35 48 45 68 65 60 65 70 76 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2344,1/8 ALUM. TUBE NO STEEL CUM 66 63 744/4 %- 84 NUL- SPAN 80 86 MULLION LOAD CHART i 1x3,1/0 ALUM. TUBE iN0 STEEL CDI1X3 38-1/S- F' • 49.11 1 64 74-1/4' 20 2B 25 38 36 48 45 50 55 60 65 70 76 88 86 TRIBUTARY WIDTH - INCHES z 26 30 35 40 46 68 SS 60 65 70 75 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 88 85 2156x118 ALlIS. TIES ND STEEL 0822X6 74- 111 n.h.ohht lope 144 132 m 1 20 MULLION LOAD CHART 1x4,1/8 ALUM. TUBE N0 STEEL C0I1X4 62 74- 1/4- 84 muLr 8 56- \TE\ 25 30 36 40 45 SB 88 60 65 70 76 80 SS TRIBUTARY tam - INCHES . . . • .. •• • • •• • • • •. • ••. • • • • • .• • • • • • .•• • • • • • • • • • • •• • • • • • •...• -_ •-- 20 26 30 35 40 46 SS SS 60 66 78 76 SS 85 171I8UTARY 820T14 - T]1DHE8 ••• . • • • ••. • • • • • • • • • • • • ••• • • • • . . • • • • • • • • •• •. • • • .. •• 004 • • . ..• • • MARINO PRODUCT YMCA GLAZINO PRODUCT Wl W2 ARCHES TO BE INSCRIBED INSIDE MEOI3N6ULAR SHAPE HONIZOMAL MULLION OlA21NG PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) a Wt + W2 2 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOIATION BETWEEN WIDTHS ALLOWED) MULLIONS PRODUCT RtVlSED ss complying with the Molds Building Codd Acccpinnco No ,L4 „A20.08 Fx..relion DAtei /1); J18 r g t� g � h 144 11/21 Info - g8G 1 1 drawing no. M95-134 (shoat 2 oT 5 ) 2 ANCHORS AT MULLION ENDS '0-3/8' MIN ANCHORS TYPE A 8842 • • Ni 20 26 38 38 40 48 60 66 60 66 70 78 BO BB TRIBUTARY Lawn - INCHES 2 ANCHORS AT MULLION EMS ANCHORS TYPE 614 Rase -3/8' 80 26 30 38 40 48 60 BB 60 66 TRIBUTARY BIOTH - INC1E6 ) CIMINO PRODUCT VERTICAL MULLION CLAIM R atm ANCHORS W1 W2 70 76 3 2• 4 ANCHORS AT MILLION ENDS 0-8/8- 8-3/8' 63' 14-1 - 34' �6- 1 • ANC.81P8 TYPE AI 20 38 86 40 48 BO 35 60 68 70 TRS6UTARY 830114 - INCHES 4 ANCHORS AT MILLION ENDS -B-3/6' 76 60 86 ANCHORS TYPE BH gum RI 20 26 6 30-313—.40 46 BO 56 60 68 70 76 TRIBUTARY WIDTH - INCHES TYPICAL MULLION ARRANGEMENTS WIDTH (w) m W1 +2 W2 60 83 5 9 9 2 ANCHORS AT MULLION EN08 33 j4/6 IANCHORS TYPE 8 coon 0-6/8 63 '4 20 26 a 9 20 32 36 40 46 60 66 60 66 70 TRIBUTARY WIDTH - INCHES 2 ANDERS AT MULLION ENOS a 1 4 AIL7O AT MULLION ENDS / 4.9 1 g S 31 O 76 80 88 28 26 30 36 40 48 60 60 60 66 73 76 TRIBUTARY 830TH - INCHE8 ANCHORS TYPE BF =En 26 30 38 40 46 80 62 60 66 70 TRIBUTARY WIDTH - INCHES ANCHOR' •` DAD: cat= • • .. . 78 80 80 4 ANCHORS AT MULLION ENDS 80 68 ANCHORS TYPE BF antra 00-3/8' E3 911. SPAN 4- a 9• NI 20 26 38 3B 40 46 BB 68 60 68 70 78 00 BB • • • • ....... • TRIBUTARY WIDTH - INCHES f4 •6 !COL ANY ANCHOR CONDmON SHOWN HEREIN MAY COVER • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. •___ FOR ANCHORS DESCR1TION SEE SHEETS 4 THRU 5. r (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) •, • • ANCHORS p• •• • • • • • • •• APPLICABLE TO 14FtOHORS410ITO EBY MOD, BLOIS OR WOOD STRUCTURES OR THRU 1BY W000 BUCKS INTO CONCRETE ANCHORS '8' APPLICABLE ANCHORS, •Tfil INTO• 8061CRErE • � • • • • • • • • • • • • • • APPUCBALE TQ plgHORS• REtTL% TO HOLtt 1V 1:t01VS OR li ioriwooD Elm I Tp MASONS • • ANCHORS 'BF' APPLK;ABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THIN •14Y HOOD BIICISS ILITO•NJONrf • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with Fkettls ttiaI8U Cob ce 10.0420488 AccepE6pIralionDale By Minim Dade PDTdad Hign .1101AD MUD FLA. PE O.bM170382 8 / JUL, 8 2015 0 T' 5 a b e 1 1 k drawing no. M95 -13A (sheet 3 of 5 ) SIN 1Bf OR 2BY WOOD BUCK - •°: ° CONCRETE OR MASONRY BLOCKS 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULUONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2" TUBE MULL 3 SCREWS PER SIDE REQUIRED FOR 4' & 6' TUBE MULLIONS ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t r. 8 4 � 1 drawing no. M95 -13A sheet 4 of 5 } SUWON NOTCH CUPS TO MISS MARBLE SIU. OR TRIM • SEE SHEET ! OR WICABITNULtiON &UP•TO• • 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MUWON CUPS • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••-•• • • • •• •• ••• • • • ••• • • JUC 2 @ 2015 drawing no. M95 -13A (sheet4,lot 5 ) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SmitM AND TRANSFER THEM TD THE BUILDING STRUCTURE. -- - -- YPICAL ANCHORS: SEE ELEV. FOR -SPAODIG---------- TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fua177 KSI. Fy=158 Ks) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELM' (Fu -177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" GIA. ULTRACON BY 'ELCO' (Fu=177 K5l. Fy-1DS Ks) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'- 1/4" DIA. ULTRACON BY 'ELCO' (0u-177 Ic51, Fya155 Ks) DIRECTLY INTO FILLED BLOCKS 1-3/4° MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4° MIN. EMBED INTO MASONRY 1YPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. WOOD AT HEAD. SILL OR JAMBS SO = 0.38 MIN. CONCRETE AT HEAD, SRL OR JAMBS Po = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 P51 MIN. • ACCESS HOLE 114 X 1/2" S.M.S. SEE CHANT FOR DUMMIES 1USE MULLION ANCHOR CHART NO. OF SCREWS TYPE A & D 2 TYPE 3 4 •• ••• • • • • • •• • • • • • • • • •• ••. •• • • • •• THIS SCREW CM BE INSTALIEO IN ESHER Duct1.HON THICK AWM cT1ANNEL LENGTH TO FIT SNUG INTO MULLION • ••• • ••• • • • • • • • • • • • 5 • • • • • • • • • •• • • •• • • • •• e • • • 0 • ••• • ••• • ••• • •.._ • • • • •as • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • or •• •• 0•• • • • 000 • • 114 X 3/4 F11 SMS 1 PER CLIP AT 1X2 & IID MILLION 2 PER CUP AT LARGER MUUIONS MULLION 1BY OR 2BY TUBES ANCHORS DETAIL 31, METAL TO METAL CONNECTION Ener. MAD AMMO FIA. PE 17.582 PRODUCT REVISED as complying with lha Florida AAcc ildhts Code No 1rJ'042C.0$ Jordon DaleTWXNA 2D18 JUL 10 9015 0 0 3 O i drawing no. M95 -13A sheet 5 of 5 W-8 PO 27x41 OX PSF +48.6 -52.7 NOA:15-0512.21 W-7 SH 38x59 0/X PSF +48.6 -65.1 NOA:15-0512.10 D-2 DD 52x80 XX PSF +48.6 -65.1 NOA: 14-1015.04 EGRESS W-10 HR 53x26 OX PSF +48.6 -65.1 NOA: 15-0929.13 W-9 HR 74x50 OX PSF +48.6 -52.7 NOA: 15-0929.13 W-6 SH 38x59 0/X PSF +48.6 -65.1 NOA:15-0512.10 EGRESS W5 SH 38x59 0/X PSF +48.6 -65.1 NOA:15-0512.10 W-1la HR 37x63 OX PSF +48.6 -52.7 NOA:15-0929.13 D-3 DD 72x82 XX PSF +48.6 -52.7 NOA: 14-1015.04 W-12 HR 37x63 OX PSF +48.6 -52.7 NOA: 15-0929.13 W 13a W-15 HR HR 74x63 37x26 XO XO PSF +48.6 PSF +48.6 -52.7 -52.7 NOA:15-0929.13 NOA:15-0929.13 W-4 SH 38x47 0/X PSF +48.6 -52.7 NOA:15-0512.10 W-3 SH 38x59 o/x PSF +48.6 -65.1 NOA:15-0512.10 EGRESS W -11b FIXED 37x11 PSF +48.6 MULLION NOA: 15-0420.08 -52.7 SIZE: 1x2x37 NOA: 15-0413.03 MASTER BEDROOM FAMILY ROOM BEDROOM BATH TO REMAIN BEDROOM W-2 SH 48x59 O/x PSF +48.6 -52.7 NOA:15-0512.10 EGRESS W 12b FIXED 37x11 PSF +48.6 -52.7 NOA: 15-0413.03 W I3b FIXED 74x11 PSF +48.6 -52.7 NOA: 15-0413.03 MULLION NOA: 15-0420.08 SIZE: 1x2x74 FOYER W-22 SH 48x68 o/x PSF +48.6 -52.7 NOA:15-0512.10 W1 SH 38x59 0/X PSF +48.6 -65.1 NOA:15-0512.10 W-20 SH 48x49 O/X PSF +48.6 -52.7 NOA:15-0512.10 W-14 HR 106x50 XOX PSF +48.6 -52.7 NOA:15-0929.13 DINING ROOM W-21 SH 38x59 0/X PSF +48.6 -52.7 • NOA:15-0512.110 1 W-16 HR 53x38 OX PSF +48.6 -52.7 NOA:15-0929.13 EGRESS D-4 SD 52x79 XO PSF +48.6 -65.1 NOA: 14-1015.04 EGRESS LIVING ROOM BATH KITCHEN W 18 SH 38x59 O/X PSF +48.6 -65.1 NOA:15-0512.10 BEDROOM W-17 SH 28x41 0/X PSF +48.6 -52.7 NOA:15-0512.10 D-5 SD 32x81 X PSF +48.6 -52.7 NOA: 14-1015.04 W-19 SH 48x45 0/X PSF +48.6 -52.7 NOA:15-0512.10 II. ikig) PERMIT #: __. .. Miami . r :.: r ra•;. APPROVED BY DAIE ZONING ' -" MEI BLDG DEFT „ va pi 1 SUBJECT IOOCMPLIANCEWilli P1LFEDER& rm.- -- c. , MONS WimaiiiiMiviimeiniumaididhamm._,, RECEIVED RMP 8a 7917 4.04 (uw°1 • • • • • • Notes: ,a�F„� Remove and Replace i ic s existing windows/doors !111-11`U • ° 8 • SD: Single Door � 4 o � s � $ • DD: Double Door " e lz a A a4 • SGD: Sliding Glass Door • FGD: Fiberglass Door l 1 • SH: Single Hung t MI • HR: Horizontal Roller • CSMENT: Casement111 e. 4 • FIXED: Fixed • PO: Project Out A 1 • ST: Store Front Scale: N.T.S • ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2014 • ALL NEW WINDOW & DOOR SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2014