Loading...
HomeMy WebLinkAboutPERMIT PACKAGE ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 11/06/2018 Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 10133 SPYGLASS LN Port St Lucie, FL34986 Legal Description: POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 13 Property Tax ID#. 3327-707-0017-000-5 Lot No. 13 Site Plan Name: Block No. Project Name: Notarantonio Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: REPLACE 16 WINDOWS IN 7 OPENINGS, 2 SLIDING GLASS DOORS AND 2 ENTRY DOORS WITH IMPACT. USING LIKE SIZES. NO STRUCTURAL CHANGES BEING MADE. CONSTRUCTION INFORMATION: Additional work to e p rformed under this permit—c eck all that apply: 1]HVAC Gas Tank Gas Piping _Shutters Windows/Doors 11 Electric ❑ Plumbing Sprinklers Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ 28,400 Utilities:11 Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Raymond Notarantonio Sr,Rosemary Notarantonio,Raymond J Notarantonio Jr Name: BRUCE M.TYRRELL JR. Address: 10133 SPYGLASS LN Company: KAMRELL WINDOWS & DOORS City: PORT SAINT LUCIE State:FL Address: 2201 SW INDIAN ST. BLDG Q-4 Zip Code: 34986 Fax: City: STUART State:FL Phone No.772-834-3487 Zip Code: 34997 Fax: E-Mail: RGNOTA@AOL.COM Phone No. 772-288-6205 Fill in fee simple Title Holder on next page ( if different E-Mail: ADMIN@KAMRELL.COM from the Owner listed above) State or County License: CGC061180 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: _ Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools, fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. gnature of Owner/Lessee/ContUctor as Agent for Owner Signature of Contractor/ ense older STATE OF FLORIDA STATE OF FLORIDA COUNTY OF Mac4.1 f1 COUNTY OF (nut!'�►,� The forgg,�ng instru�r�ent was acknowledged before me The forgoing instrument was acknowledged before me this-6 'nay of IVU(t.Wber 20Jr by this VINay of A)0,&Y1b2r 20_Leby o Name of person making statement Name of person making statement Personally Known em OR Produced Identification Personally Known e.—OR Produced Identification Type of Identification Type of Identification Produced Produced A4&v�-- V� (Signature of Notary Public-State of Flori a (Signature of Notary Public-State of Florida ) `r,,�+Y o i��� 9 uQs,^N M GODDARD ,,�+�����, ,$,)S M GODDARD Commission No. ;�" �s N01a4 't�itic.State of Florida Commission No. ��"'" �y? Nots P •State of Plaids Commltslat N GG 033219 = Commission•G8 033219 My Comm.Expires Sap 25,2020 �= My Comm.EMpins 8q 25,202 „°; SonMdt „.�,��` Bondedtfu tpNbOaM xy Is" REVIEWS FRON R I OR PLANS VEGETATION COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED-- _ -- -- -- -- -- - DATE COMPLETED Rev. 8/2/17 WINDOW/DOOR SCHEDULE APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS GLASS ExTSTTNG WXH SHUTTER SHUTTER 1 2 3 4 5 6 7 8 9 10 30 X 96 THERMATRU S81000 DOOR OPAGUE FL20468.1 DP+50/-50 11 37 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 12 37 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 13 37 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 14 37 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 15 37 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 16 37 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 17 32 X 96 THERMATRU S8140 DOOR OPAGUE FL20468.1 DP+50/-50 18 32.75 X 22.5 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 19 36.75 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 20 36.75 X 23.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 21 36.75 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 22 36.75 X 23.75 CGI SERIES 130 SH X 17-0918.07 DP+80/-80 23 36.75 X 71.75 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 24 36.75 X 23.75 CGI SERIES 130 SH X 17-0918.07 DP+80/-80 25 145.125 X 95.75 CGI SERIES 150 3 TRACK SL X 17-1218.20 DP+60/-60 26 48.625 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 27 48.625 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 28 48.625 X 22.75 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 29 96 X 95 CGI SERIES 150 2 PANEL SL X 17-1218.20 DP+60/-60 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBC/Residential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per 2010 FBCI EXISTING BUILDING 606.4. ** TYPE WINDOWS _SH-SINGLE HUNG AWN-AWNING SL-SLIDING DR-DOUBLE HUNG CAS-CASEMENT FIX-FIXED NOTARANTONIO 10133 SPYGLASS LANE PORT SAINT LUCIE, FL JOSEPH E . SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4490806 OR BOOK 4191 PAGE 2226, Recorded 10/15/2018 08:51 :45 AM NOTICE OF COMMENCEMENT Permit No. Property Tax ID No.3327-707-0017-000-5 State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Legal Description of property and address if available POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 13 10133 Spyglass LN Port St Lucie, FL34986 General description of improvements REPLACE WINDOWS & DOORS Owner/lessee Raymond Notarantonio Sr(LF EST) Rosemary Notarantonio (LF EST) Raymond J Notarantonio Jr Address 10133 Spyglass LN Port St Lucie, FL34986 Interest in property: OWNER Fee Simple Title holder(if other than owner) Address Contractor KAMRELL WINDOWS& DOORS Phone# 772-288-6205 Address 2201 SE INDIAN STREET,0-4,STUART,FL 34997 Fax# 772-288-6208 Surety Phone# Address Fax# Amount of Bond Lender Phone# Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name Phone# Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. IpWner/Lessee,or Own*,s or Lessee's Authorized Officer/Director/Partner/Manager/Signature Owner Signatory's Title/Office State of Florida,County of—�' C�/ Acknowledged before me this day of f 20 by Ao.`5e/1 &&Z d• No Nnrezn 1C q o who is personally known to me or who has roduced " �"'' P Y P -� � � as identification. �ts'iv lll✓vG gnature of No �y Type or Print Name of Notary (Seal) Title:Notary Public Commission Number 07 Ken King NOTARY PUBLIC -STATE OF FLORIDA Comm#oQ038007 Expires 111312020 Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg L41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 J 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 NOTARANTON IO 10133 SPYGLASS LANE PORT SAINT LUCIE FL B MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No. W10 31 Rev 0,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on NiAR 05, 2018, signed and sealed by Javad Ahmad, P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types, Interlock reinforcing& sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/corners, see limitation note 4,below. 3. Max shim not to exceed V2"at Head/jambs & V2"at Sill(w/High strength poured&hardened grout). The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 90'& 13 5°exterior corners must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1011.18 and consists of this page 1 and evidence pages E-1,E-2 &E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 17-1218.20 M1AMI-DADS COUNTY Expiration Date: September 22 p p ,2020 Approval Date: April 12,2018 Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufac* turer's die drawings and sections. 2. Drawing No. WI031 Rev L,titled Series "Sentinel 150 Alum Sliding Glass Door",, sheets I through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/Pockets & 135' and 90' comers, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W& -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 245 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 23 8 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16 signed& sealtby Ramh Patel, P. E. ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-I CGI WINDOWS AND DOORS.,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 3 0, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files#13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014),prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 090 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their"Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5 th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement,part of above referenced test report. ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218-20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-2 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA# 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 245 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 165 2011 signed by Jaime D. Gascon, P.E. Test proposal# 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA# 17-1011.18, expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-3 U I O M Z co 4ft tQ clq N 0- 0 00 M uj (V mm M La N tto v U co O Q cr) to L to C' O C-D O L Z W rLL cry � Q ~ � rn � CAI co J O THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Z -0 3: LO; SHUTTERS ARE NOT REQUIRED. z ,c Z � LO O O cry _0� SERIES SENTINEL 150 ALU INU SLIDING GLASS DOOR - w �'`� W CJ F- DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING kviong - a& MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. U L Z~ APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED m W BY BUILDING OFFICIAL. 0 z 1,- o c in NN = o � '- W o 0 W ry THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE uj z o " INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ° 0 D z Of 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS cD r F co TO THE BUILDING STRUCTURE. LAMINATED GLASS AND 0 -7 c� ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: LAMINATED INSULATING G 0 SS �� 0 o o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE SMALL MISSILE IMPACT 0 ° � z o OR STUCCO. MATERIAL SHALL BE BEYOND WALL DRESSING /A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED R ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ®®®i`i l 1 9Q 9 01l®®® 0 � ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. USING APPLICABLE ASCE 7 STANDARD. ° ®®® N MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT MAR 0 5 ® °`�,Of� ��� ®® `�' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 „o o A FOR THE GLASS TYPE AND REINFORCING TO USE. ltz:. REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. �� .0 STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION ° v ,c THIS ®- ° ' � ® PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY IN STEP 1 ABOVE. ° OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ®� t ° �® drawing no. WATER INFILTRATION RESISTANCE ETC. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 ®®�°° �T� ®(� �® CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 4- ®® °°°°fie ���°°°° 1 SHALL APPLY TO ENTIRE SYSTEM. ® � °°.° C�®® 10-31 ) AND TO BE REVIEWED BY BUILDING OFFICIAL. ®®®�QO o�� ®® ®®111 Q 1 \\ sheet 1 of 28 illl 6 3 (8) ANCHORS TYP CLUSTER SHOWN 14 00 . -:z-- - 3 TRACK z MAX. cy, Q HEAD ANCHORS co 282 13/16" MAX. N W (0 1 DOORFRAME WIDTH 2 cm CL jL -, 2 1 4" Z-MAX. 0 r% 0 LO 0 0 HEAD ANCHORS 0 eq M 48 1/8 to ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL ----------- cl --------------- AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 W NOM. PANEL WIDTHO.C. al- w AT 3 11 6 MAX. x 0 m m 1 13/16 FALSE MUNTIN SEE CHART ON SHEET 15 HEAD/SILL < 00 r" MIN. OPTIONAL A c E FOR CAPACITY CORNERS Lj Tq N 1\ > m N --I- (70 M 0 Ir It 0 vq ca woo W It Z.5 (0 < N REINFORCING LL uj • 0 v AT INTERLOCKS z 1 0 OPTIONAL mj a Q SEE SHEET 13 OG I CHI OH — < Lu M OJ — FOR CAPACITY OM li it !� .. ===ifi===rti=== '/ ------------ co < 142 1/8'1 0) 0.1. OPOf' LO 2 POINT 42 1/8 (0 --- ►---- --- 10 0 W 6 1 ui o cSINGLE LOCK D.L. OPG. < C)< :2SEE SHEET 24 0 LO L0 z < FOR DESCRIPTION z V) -j I x x 0 00 LLJ 0 U) < C) < C'4 LL- z cl M z ME (D 0 o < 0 C) L.Li 0) (0 0 Q 0 0Q < F- M 0 m V) u- 9 x 0 0 c !iJ a-3'. �-r�,, F- - L0 0)0 < II II w z�il U-) M- 0 0 LLJ LAJ < m i r C) LL- x --d- < 00 LLJ 0 L0 B D F __.: 0 0 V), o< - x- (n POCKET JAMB FT < M x LJ SILL TYPE B2 ANCHORS (SEE SHEET 6, 8, 11 Q Z it 2, 3 OR 4 PAIRS 48 1/8 48 1/8 & 12 POCKET 0 [-:3- 1 -"--A& DETAIL M ON AT STILE ENDS INTO CONC. PANEL WIDTH U) JAMB ANCHORS U) (6) ANCHORS PANEL WIDTH SHEET 23) Lj 3 TRACK CLUSTER SHOWN AT3" (SEE SHEET 23 FOR Liuj SEE CHART ON HT 15 -r = JAMB ANCHORS TYP. INSTALLATION) V) cn m FOR CAPAC ITY z 0 0 0 0 0 1 --r 0 0 0 • . e • . • • 11 0 E Qw� 0 4-0 ly LLI Li or_ CL 0 0 0 <_j z z cr < < Ld ORODUC f REVIMO 00 6 14 3 M,c"plying witb the A"W z 0 0 N-, z ==O-- - - - uj LO MAX. TYP. 3 TRACK Im"ing CO& "0 o1zlz x1l ro SILL ANCHORS Aeeeptance No 17-- 7,e >1 r- r- co B D F C 0 7 7 7 7 •0 4-j - r- M - 64 0 N 0 U) -0 0101, 01 a)Lc 0J z 8f, 8f, 8ff8 8f, 8ff8,f 8 8ff8" 8 0 (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER ppgg A 0 rll oo uj TYPICAL ELEVATION TESTED UNIT ® 70592 MAR 5 201p D.L. OPENING ° �° S AT drawing no.T E OF D.L.0 HEIGHT DOOR FRAME HEIGHT 9 11/16" .001, 0 lo.4 0 R .... 1 Wl 0-3 D.L.O. WIDTH = NOM. PANEL WIDTH - 6" it A PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16 NAL sheet 2 of 28j 6" 3" (8) ANCHORS CLUSTER SHOWN TYP. 2 TRACK HEAD ANCHORS z 14 co 0 ko Z, MAX. Z co < 190 9/16" MAX. cm W (D I ------ 2 CL DOOR FRAME WIDTH 0. :2 0 LO 0 FALSE MUNTIN 14"HEAD ANCHORS MAX. 0 j 0 Z- 0 W N OPTIONAL ANCHORS IN PAIRS 2 HEAD , 3 OR 4 PAIRS / N AT HEAD/SILL/JAMBS W AT STILE ENDS SEE SHEET 15 a P u- 6" MAX. a= SEE SHEETS AT 3" 0.C. ----C=- .:a— 4- D x M HEAD/SILL Il- 1 13/16 17, 19 & 21 SEE CHART ON SHEET 15 < — FOR FIX. PANEL FOR CAPACITY CORNERS UJ vq m MIN. Al ci 0 M 0 ATTACHMENT C) TT b rr 4 (D 0 C-4 x W LL LO < 0 REINFORCING z AT INTERLOCKS j OPTIONAL Z M Lu < &H SEE SHEET 13 W m (Dji FOR CAPACITY m i N Q 0 0) LO r°• � _ 2 POINT 42 1/8 42 1/8 (0 0 -=O— -=3 oSINGLE LOCK D.L. OPG. D.L. OPG. x 0 W SEE SHEET 24 < < < LO < uj o 0 FOR DESCRIPTIONm LOz >1 z LO < x 0 0 C,4 u- 00 Z 0 Lu 0 < 0 Of x u- 0) (00 0 0 z U<- -i V) cn M 0 m < c :2 -T 0 uj L0 N x 0 0 0 =N 0 x II II 9 < fir\ < Li z 0 0) .. it=___=fil= 0 z 0 ru Lj c: I to < Y m z: V) < D 1 a_F- 00 V) (n — 0 LAJ If F= 0 'r 0-< Ld LAJ — 0 ftotoucr REV 7T I < C SILL TYPE B2 ANCHORS 0 Z 48 1/8 0"plying-Witt,tw Fuw. 't ag 2 TRACK <cr 2, 3 OR 4 PAIRS 48 1/8 — POCKET qm" it Cd� V) JAMB ANCHORS --)0 PANEL WIDTH Aw-ept.2giceN- 0 AT STILE ENDS ,z JAMB ANCHORS 0 ft� L wAT 3" 0.C. PANEL WIDTH I *�'**,v Li Ed Wise lit-vie SEE CHART ON SHEET 15 0 FOR CAPACITY 0 0 0 0 U) 0 N 2 TRACK Z z W SILL ANCHORS < < uj CID ui 3 Q) z UJ 0 0 z ---- 6 14 (6) ANCHORS "0 0 z z Of MAX. TYP. CLUSTER SHOWN r- F, co D.L. OPENING c o 0 D.L.0 HEIGHT DOOR FRAME HEIGHT — 9 11/16 -01 0 0 B 1 D 1 D.L.O. WIDTH NOM. PANEL WIDTH — 6" > '101—l"11 (1) PANEL HEIGHT DOOR FRAME HEIGHT —1 3/16 Lco:I-j 1:2 1 Z101 j 8,a 8aa8 8 (1)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER 0. (1)WEEP CLUSTER 00 -'aCE Nqj 00 LO MAR 5 2018 "0 (TESTED UNIT) P6.10592 lu -c TYPICAL ELEVATION drawing no. SMATE®F — REFER TO PAGES 14, 15) 17 & 18 FOR WEEP SIZE. 10:e 'n 31 W10 YONAL Fsheet 3 of j 6as3 (8) ANCHORS (8) ANCHORS CLUSTER SHOWN CLUSTER SHOWN Typ. (SEE SHEET 22) �� ° �,- 0 0 0 0 0 0 0 f s o o 14 EXTERIOR EXTERIOR co 00 3 TRACK ko MAX. 0 P. z LO HEAD ANCHORS Z co < 149 5/16 146 9/16 97 3/4 uj cli I 0 N WIDTH DOOR FRAME WIDTH (L 1 DOOR FRAME DOOR FRAME WIDTH 2 0 LID 0 0 0 j m FALSE MUNTIN HEAD ANCHORS 14" MAX. HEAD ANCHORS uj cq • OPTIONAL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS CN 48 1/8" ui -------------- AT HEAD/SILL/JAMBS 6 MAX. Q IIIIIIII, u. AT STILE ENDS SEE SHEET _15 AT CORNER STILE ENDS ----------- NOM. PANEL WIDTH to Q AT 3 O.C. SEE CHART ON SHEET 15 HEAD 9 SEE CHART ON SHEET 15 1350 FOR CAPACITY SILL M 1 13/16 UJ Toll FOR CAPACITY CORNERS > m A 0 M 0 5® MIN. 0 Vol kl/ql , a I IF ZMER 0 W 0 (D .. X z j N uj =5 LL --, x< LO Lu • 0 REINFORCING z "'oo" AT INTERLOCKS 02 m OPTIONAL Z M — ui < SEE SHEET 13 03 biz P H 0H -_ FOR CAPACITY OH F x N < OM &0 &P v ------ 2 POINT 0 1 DOUBLE LOC Scv o 1 2 1/8'1 1--=O- I Q 0) F- SEE SHEET 24 Q to I.L. OPO' FOR to of cr_ o 1 1 1� 42 1/8 1 42 1/8 C) c o _j I a ——— ———— ——— -2 DESCRIPTION -=:3— - 1 2 POINT -------- C) m m co D.L. OPG. m 0 < DOUBLE LOCKS D.L. OPG. LO 3: UJI >� V) W I nH - oN - ul < < SEE SHEET 24 io < < 00 to 00 :2 lll� u') I z - _j a FOR DESCRIPTION 0 0x0 W 00 Lj - K)< U- z 0 0 Lij %.-ool < 177- W 0 C) r---:) , 11- r 0 ILL < v c U- x 0 < F-m I <x 0 C) W N LOID_ Ir-U-) 3: Wx 0 _j Li Li < I o�. 1 _j _j LLj z j 0_j _j F 2_1 LO z c z 0 0 < < < LO 0 0 Ne'M B D F) 0 GH w < M F- 0 Li F L � I x POCKET SILL TYPE 62 ANCHORS 48 1 8 SILL TYPE 82 ANCHORS 48 1/8 48 1/8 :2< m z / 481/8 <uj Ln W JAMB ANCHORS 2 OR 4 PAIRS 2, 3 OR 4 PAIRS -C3 PANEL WIDTH PANEL WIDTH DOI L L z AT STILE ENDS PANEL WIDTH PANEL WIDTH U-) uj AT CORNER STILE ENDS. 3 TRACK M AT 3" O.C. U) CIO :2 SEE CHART ON SHEET 15 z 0 SEE CHART ON SHEET 15 JAMB ANCHORS o FOR CAPACITY c: FOR CAPACITY 0 �p CL < r 0 of 3: LLJ 0 0 Li 0 0 0 0 0 _0 0 lz lz Wl I EXTERIOR EXTERIOR >1 00 6 14 3 (4) ANCHORS (6) ANCHOR n N-, :i S 3 TRACK ul) MAX. TYP. CLUSTER SHOWN 1 1 CLUSTER SHOWN SILL ANCHORS rl- m (SEE SHEET 22) , 7 (TESTED UNIT) 0 M — 0 N N 0 U) "0 r 0 C*14 TYPICAL ELEVATION •> 011-10 (1) 0 L_ Jr- _j IMIZ10, j C RODUC f REVISM ft WARAplykg fth tbe-Ws Fk*jWk W111111// 0 20 fuAMng CO& 11,f V_ I q4° ®® AccePtance Noll p "AR get *,e KIP&Od"nut ENtSTj 00 0 L0 KK o ,No.70592 met 4Cu%4V4 4-1 x °'°° STATE drawing no. OF `Z OR%u 0, Wl 0-31 NAL [sheet 4 of 28) FRAME WIDTH DOOR FRAME W. THIS APPROVAL QUALIFIES DOORS WITH APPROVED ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 900 AND 135° CORNERS SEE CHART ON SHEET 13 ........... WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 = H L u FOR DOORS USING 90" & 135° CORNER STILES 0 z m oG - H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF mm Z co < rm W (0 1 LL_ C4 CL 0 Lo 0 XXX (SHOWN) D m EXTERIOR 0 (1) oxx Lj Tq xxo > m 0 M 0 XXX (REVERSE) Ix M 0 0 (L a < vq 0 DOOR FRAME WIDTH FRAME WIDTH 0 rr I NON-REINF. INTERLOCKS 0 0 SEE CHART ON SHEET 13 W =) LZ uJ th � LO z ml� m r (0� J z m W uj 0H - W Im :2 (Y)_ < Off U- i� I) LO o a co Q— C> c F-I j 0) XXXXXX (SHOWN) LO EXTERIOR 0-1% oxxxxo NOM. PANEL WIDTH u') 90* CORNER DETAIL '0' ON SHEET 22 ® 0 to 135" CORNER DETAIL 'P' ON SHEET 22 0 W OPTIONAL IN LIEU OF Jl 0 b _0 V) -DOOR FRAME WIDTH FRAME WIDTH ---- M c :D a =N C) PANEL WIDTH -------------- cr) C) c') LO UO 0 8— LLJ 3: OC 2: TW Z ill 3: LAJ LL_ 0 < O _ F LAJ (.) r 0 LLJ 0 F- 77 c— f XXXXXX (SHOWN) O OO O HO O K VRODuct Psymm EXTERIOR 900 CORNER DETAIL '0' ON SHEET 22 "maplyllag Witte,dw F"A& INTERLOCKS bzodifiq CO& cn 135° CORNER DETAIL 'P' ON SHEET 22 NON-REINF. W L z SEE CHART ON SHEET 13 Acc Li OPTIONAL IN LIEU OF J -Z r = co co E;k*mfi" z 0 FRAME WIDTH 0 0 DOOR FRAME WIDTH c I I F/7) --------------- ft ofPANEL WIDTH . 0: 0 W 0W -------------- CL poodewt con" z z cy_ < < < L'i r 7- F- z 0 0 r @� (�)_ —(J)_ "0 0 z z W Lij > < II II C 0 2 N 0 vim 70 r 0 r7l 0 0,- 01 0 ;>(1) -im 01 L_ c LZ fLi ILL XXXXXO (SHOWN) O O O O O O N EXTERIOR O �o aca o oxxxxo 900 CORNER DETAIL '0' ON SHEET 22 - 135* CORNER DETAIL 'P' ON SHEET 22 NON REINF. INTERLOCKS A OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 V. ll.� Nk No. NOTE: MAR _71 APPROVED CONFIGURATIONS 20-18 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ® i7kE OF SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Wl 0-3 1 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Yo YONAL sheet 5 of 2a DOOR FRAME W. DOOR FRAME WIDTH ------ THIS APPROVAL QUALIFIES DOORS WITH APPROVED I ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90" AND 135° CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 F-: ARE PRESENT. OHL Go i FOR DOORS USING 900 & 1350 CORNER STILES z ' �lA Q i _ OH ko -j — 0 z mm LIMIT MAX. DESIGN LOADS TO ±60.0 PSF COI Im Lu (D I L) 10 C4 CL CL 10 0 0 0 0 , 0 0 U-1 (4 M clO IL w LL O O EXY RIOR HO L0 0 M PXXX(SHOWN) 0 fl%_ a Lu vq xxxp > m DOOR FRAME WIDTH 0 M 0 DOOR FRAME WIDTH X 0 --------- 0 vq 'ANEL WIDTH NON-REINF. INTERLOCKS 0 ca SEE CHART ON SHEET 13 woo (0 It z cli ----- M - uJ Ho— 1 Q_ OH �I LuC; W 0) U- 10 01 10 1 k, CL IC- 0 x 0 o 0m _ :1 IL LO Q C) c %� PXXXXXXP (SHOWN) EXTERIOR m cn 900 CORNER DETAIL '0' ON SHEET 22 cn 44 U-) cn co 0-Is 135° CORNER DETAIL 'P' ON SHEET 22 c� L. to OPTIONAL IN LIEU OF J CD C.D 0 bi 0 0 ro DOOR FRAME WIDTH 0 DOOR FRAME WIDTH xU<- NON-REINF. INTERLOCKS _0 SEE CHART ON SHEET 13 M c Cq 0 U-) N ui 0 a) v <W 10 C H H LO ; 10 LL 10 I CL W 0 I CL 7 0 LAJ Q E o L FF_ W c T_ LJ 0 00 j L O CO O O H Lj PXXXXXX(SHOWN) O OOROIDUC r"VIW xxxxxxp EXTERIOR 90° CORNER DETAIL '0' ON SHEET 22 PANEL WIDTH as camply1fig -(,b D POCKET CAVITY NOT BY CGI 135* CORNER DETAIL 'P' ON SHEET 22 fomk-Nng CO&l wl Ike Fioflktg &� W W ui NOT PART OF THIS NOA OPTIONAL IN LIEU OF J AweptageeNo m: a: = E*r*om us te DOOR FRAME WIDTH 0 (n V) 0 DOOR FRAME WIDTH 0 0 0 0 NON-REINF. INTERLOCKS cl r___ SEE CHART ON SHEET 13 _j Z Z Z PmAmt coat* < W 0 0 0 0H J - — 0 Z' z g Lu 1 11 i LJ < Y - H_ 6 1. S_ V of C; L) 0 10 7 7 1 a- m 4_j -I r-I - ot� 0 0 0� N 0 0 > 0 0 0 11 IL jj I I -_-A] PXXXXXO(SHOWN) O EXTERIOR PANEL WIDTH 0xxxxxp 90* CORNER DETAIL '0 ON SHEET 22 pq A�4f 1350 CORNER DETAIL 'P' ON SHEET 22 <6 OPTIONAL IN LIEU OF J N 8,& C4 APPROVED CONFIGURATIONS OPTIONAL U.1 ,-%4 00 1, -, 1 0 00, POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: N6�1,059 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS L: -0 1 CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. MAR 5 2018 drawing no. THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0, 0 ��$TATq,®� �® 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. n POCKETS ARE NOT PART OF THIS APPROVAL Wl 0-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ONA, sheet 6 of 28 DOOR FRAME W. MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 900 AND 135° CORNERS 4ft T_ SEE CHART ON SHEET 13 K) m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r td ARE PRESENT. Ir- tt Z cv� fiH:Y L 11 _j FOR DOORS USING 90" & 135° CORNER STILES < 1�-- 0 4ftu uJLIMIT MAX. DESIGN LOADS TO f60.0 PSF tt I o G1L 0 0 0 0 0 N M K1 HO EXTERIOR CL � N LU XO(SHOWN) ai- ox 0 m m 0 (1) ui Tq > m 0 M 0 DOOR FRAME W. m M 0 MAX. FRAME WIDTH 0 (L 0 vq C) Ca b REINF. INTERLOCKS moo W it Z j SEE CHART ON SHEET 13 Lu LO w 0 mJ-1-1-L j <6 1 902 :J LLJ mj (5 0 j :2 L _4 ot Z M < �.&H ELI C77— _j e------ 0 0 EXTERIOR O L1 O C xx o L0 Q) 01-S L_ L0 0 0 K) 0 bi #8 X 3/4" sms 0 Li DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH _0 V) 0 10 et �' 0) C) L0 LO 0 Cn LO uj Q L _j C LL. L0 LLJ C:) 0 ty L 0 0 LAJ 0 E < M LLJ 0 L.Li CAI I- 0 J1 HO EXTERIOR OXO(SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 PRODUC f UVE" OXO(REVERSE) 1350 CORNER DETAIL 'P' ON SHEET 22 "cumpiyIng wiftla the Fimiga OPTIONAL IN LIEU OF Jl hawing CO& Acceptance NqjzjZLs4 20 w W w Elptratim Date (n 0 En DOOR FRAME WIDTH MAX. FRAME WIDTH 0 V) V) 0 -------------M_ in =F =F 1 o F- F- ui W ui r REINF. INTERLOCKS CL SEE CHART ON SHEET 13 < < < < F-: z W 0 0 0 _1E 0 z z z> L7 < L 11HL _ — tt -0 En C L 0 _j 0 W -0 r--: N (1) 0 _j m z G1 HO L_ EXTERIOR J1 �_CZ O C_ oxxo 90' CORNER DETAIL '0' ON SHEET 22 XXXX(SIMILAR) 135° CORNER DETAIL 'P' ON SHEET 22 7 n //1,ee OPTIONAL IN LIEU OF Jl kj C1q M-AR 2018 a jP, APPROVED CONFIGURATIONS NOTE: 0/ No.10 2 �; NON—POCKETED DOORS (NON—REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 10 "r-0 00 ..0 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0 Or-, -011" 1 STATIE OF: . drawing no. 0 ®��( 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23.®IWO (2) TRACKS 0 0 0 0 W 1 0-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. //j/1 I NAL%\ .(sheet 7 of 28 FRAMEDOOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH DOOR FRAME W. DOOR FRAME WIDTH ---------- NON-REINF. INTERLOCKS I �o --_- --- --- SEE CHART ON SHEET 13 z 00 r AJ L z Lj 1 11 cy) Li Q 1 OH - <3 _j L-J rd- I _j v < C4 CL LL_ 0 ir Ip 10 1i 1 0 0 0 Lf) 0 LL_ iu 10 0 10 0 u 0 1 a- Of I M lo- ut L F r__ I[CFO 7%mu J L 77 IL�j 0 d (4 0 0 0 I M L1 I W 101- U. L Mo K1 �____ OEXTERIOR EX ITERIOR H D Ll Ft M I'll- PX (SHOWN) PXX (SHOWN) D Ui vq x P > m xxp 0 M 0 Ir m 0 IL 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED C) 0 � CONFIGURATIONS SHOWN WITH 900 AND 135® CORNERS 00 Ix Z j to WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 UJ LL ARE PRESENT. LL UJ 0 DOOR FRAME W. m DOOR FRAME WIDTH FOR DOORS USING 90" & 135" CORNER STILES ej a 0 < z o LIMIT MAX. DESIGN LOADS TO ±60.0 PSF LLJ M 02 F-: I NOTE: 1­71 I[Aj < 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 0) C5 Ul LO 10 01 10 01 to Of 0- n- 10 01 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. C) c I o %_.; 0 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. LO Go cr) 00,*N 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. V) L_ U') L 0EXTERIOR ® � 0 0 Lij 0 0 Pxxp 900 CORNER DETAIL '0' ON SHEET 22 10 L1J 135° CORNER DETAIL 'P' ON SHEET 22 L OPTIONAL IN LIEU OF J1 -0 c oN 0 F- C> CID LO U-) rn DOOR FRAME WIDTH U") N (0 DOOR FRAME WIDTH J0 NON-REINF. INTERLOCKS UJ LO SEE CHART ON SHEET 13 zZ o LO ---------- Uj 3: OH (:H) 0__:, n 0 TW :E UJI < :2 Q_ 0 LLJ < 6 1. I LAJ Qf v ci V) 0 F- C) C) Li C) 0 a a OI IO 01 0 112- 0 0 �---- ----� O EXTE O O oH oM *RODUC f REVIUM RIOR pPing Witt aw W Uj w balding C,G& Pxxxxp 90° CORNER DETAIL '0' ON SHEET 22 Accept,ancer*4 1 7 z 0 1350 CORNER DETAIL 'P' ON SHEET 22 #m 0 V) cn 0 OPTIONAL IN LIEU OF J 0 z z DOOR FRAME WIDTH DOOR FRAME WIDTH Q) W 0 0 NON-REINF. INTERLOCKS '0 0,z,z af r-o -- SEE CHART ON SHEET 13 Z F OH - (HD-- LJ J �� o 4­0 - 07 c� C� c� _j -0 - r- - N < C) I c) 0) 0 10 'Sr- 4 10 POCKETS ARE NOT PART OF THIS APPROVAL L_ I(I I M ��_tm I z, 0 AND TO BE REVIEWED BY AHJ. c- 0 I M K1 LL--- e®®��,��c �o��°®® o O OEXTERIOR oJo O K, ®®® D o O °°°° � Q! ®®® CN PXXXX(SHOWN) 90° CORNER DETAIL '0' ON SHEET 22 00 EN&4� 00 U) 00 135° CORNER DETAIL 'P' ON SHEET 22 11_� 0 PXXXO OPTIONAL IN LIEU OF J N' .7 2 , �; � .� xxxxp il!, - ! .0 MAR oxxxp XV 0 2018 APPROVED CONFIGURATIONS AT[ F drawing no. S POCKETED DOORS (NON-REINFORCED SHOWN) 0 Zok VID on, ol o o J SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS W 1 0-31 TW® (2) TRACKS [sheet 8 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90* AND 135® CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z 00 3: FOR DOORS USING 900 & 135" CORNER STILES I 33 t- Z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Z co < Lu I C4 0. -1 0 0 0 0 ul DOOR FRAME WIDTH FRAME WIDTH 0 --------------- M r 0 NOM. PANEL WIDTH ------ NON—REINF. INTERLOCKS > m m 0 SEE CHART ON S _7ET 13 7 a. ci vq r OH OH Z j N 0H —- LLBu. cr_ ii m LL z I — 0 Z m 0 0 Z 0 W m M L_J ------------ XXXX (SHOWN) oxxx cr) xxxo ck: XXXX (REVERSE) 0EXTERIOR O o ►� 0 0 O L2c LO0) cn cn .c:� ul 0 0 V) 0 LLJ C) LLJ cn M 0 0) DOOR FRAME WIDTH ----------c__J FRAME WIDTH CD ts7 LO LO NON—REINF. INTERLOCKS J 0 0) SEE CHART ON -a Z: C Al 0 0 0 uJ 0 O uj Lli LLJ XXXXXXXX (SHOWN) m 0_r m 0 V) oxxxxxxo 0 0 0 L2 0 -F 9= T EXTERIOR 8H 8 8 W ui 90° CORNER DETAIL '0' ON SHEET 22 NOM. PANEL WIDTHCL 0 0 0 Z Z Z 135° CORNER DETAIL 'P' ON SHEET 22 PR,0v.p[I C f REVWAR 0 0 0 OPTIONAL IN LIEU OF Jl z as cmzplyliagwituthe Fled& Q) bi 0 0 0 butding 0 Z Z Z Accimtswace gs Ex**16mre 0 4­0 0 — N N 0 70 T_* r� -* N %ho& •> .0.0 0 L_ 1) 'col_j 1:2 i \-0 MAR 0 5 A0 0 Ole 0 ENqj 0 ul; ell .0 NOTE: ft70592 .APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -0 NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 01-1 I 'STATE OF drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. —W1031 ®U (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. JOYAL sheet 9 of THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90" AND 135* CORNERS to 4ft I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ra � t..1; ARE PRESENT. --------I T Z �-� 00 FOR DOORS USING 90" & 1350 CORNER STILES ko co r... Z, 0 a, LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Z CO < IN CL 00 Lp 0 b 0 c 4 0 m 0 M Lj > m 0 M C) 0 (L a 0 ca (1) Ix Zj N 05 u. --- LO DOOR FRAME WIDTH FRAME WIDTH LL Lu 0 0 I K 0 a a 0 NOM. PANEL WIDTH uj NON—REINF. INTERLOCKS ZM SEE CHART ON SHEET 13 If I Lij m 8— (H)_ I H H < V co Fu LO Co r CD OG2 O 0 LO 0 0 v I- to 0 LLJ LLJ L =L XXXXXXXX (SHOWN) Of F_ L<I- oxxxxxxo Le�W _0 U) c\J 0 G2 HO HO HO JO H 9 8 (4 EXTERIOR 1 _< L 9 06 CORNER DETAIL '0' ON SHEET 22 C) U) 135° CORNER DETAIL 'P' ON SHEET 22 LO (0 W cow %_ 1 OPTIONAL IN LIEU OF J plying with the FWAk. 0 1-1 tmiding,Cwk -0 LO 0) Aweptance ® Nak 2_1 '26 LL_ C _J e--N EJL*8 In 0 0) Lu DOOR FRAME WIDTH ------------ CD < NOM. PANEL WIDTH uJ IU L F-: 0H OJ — OH < ui Li LIJ _r _r LL_ V) cn V) z 0 G2 0 F— F- 0 3 4­0 LLJ LAJ UJ 0 0 0 0 Z Z Z r--w 11 < < < < Of z W XXXXXXXO (SHOWN) O.Z 0 0 0lz ZI I oxxxxxxo G2 O O O � H H H L3 EXTERIIOR 0 900 CORNER DETAIL '0' ON SHEET 22 (0 rl- r- 00 c: 135° CORNER DETAIL 'P' ON SHEET 22 0 4-1 0 7 cy 0 OPTIONAL IN LIEU OF J U) '0 V_ r- c� •> 0 1 6 0 �Hmlzlol j c- '0 MAR 0 5 20 11 0 r. u j NOTE: 0 14 APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 0 0 NON—POCKETED DO (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0 ji drawing no. E OF SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS SIAT 0 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ®®® °° ® ���°° ViI1 0®31 ROO.* FOUR (4, TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. YONALsheet 10 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90" AND 1350 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z Go FOR DOORS USING 900 & 1350 CORNER STILES t- o 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Z co 9 Lu 14 C4 CL 0 LO 0 0 L j " o b jj Cq am IN Lu DOOR FRAME WIDTH 0 DOOR FRAME WIDTH NOM., PANEL WIDTH NON—REINF. INTERLOCKS 1=3 SEE CHART ON SHEET 13 Lj > m 0 M 0 F-� 00 I uJ Z j 5 Lt. LO < cr) ci 0 0 10 0 LL z . 02 M 10 1 %-10 J j oI &H uj0uj 052 P IEEJ 0: uj 71 uj j PXXXX (SHOWN) OMf 0 N xxxxp EXTERIOR L2 V O CD c C) im Ift U-) cn U) � L. LO CD 0 0 to ® C) ry x FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 C) co N LO u r--- ----� j I J 0 Lo ocow 01 LO to H 10 0 1 < c; ) < U- 10 0 uJ CL CL 0 0 1 M I I I om — PXXXXXXXXP (SHOWN) O H H H m:uj W a:W _r 0 0 0 0 0 0 0 EXTERIOR cn V) En 90° CORNER DETAIL '0' ON SHEET 22 o V) V) Ln U5 T 135° CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 4-0 jr REVISM Z Z Z baw,fing code U) 121 z- 2c Q) ui 0 0 0 AtcW90"No '01 0 z z z Date > n 0) 7 7 7 4--J r- M 0 N N 0 r_� -0 --: c� •> 1 10 0 1 �c Iflol j R-A R 5 2018 NIP �� ®®®®® N uj 1 Ilk. APPROVED CONFIGURATIONS 0 POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: 7092 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1 CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ®� ° �® drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. FOUR (4) TRACKS �TATE Ile 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. P�, Wl 0-31 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NAL /"llm1% sheet 11 of 2_8� THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH FFft,16 90® AND 135® CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. 3: FOR DOORS USING 900 & 135" CORNER STILES z 1 cn 0 11.. 0 z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Z CO < W (9 2 Cl (L -1 a 0 0 M 0 0 0 UJ cq C-4 ui LL m m 0 (h uj vq > m 0 M C) IX Ix 0 0 CL 0 vq 0 ca 0 U) 0 it z.5 clq FRAME WIDTH it W :3 LL �6 W Ln NOM. PANEL WIDTH NON—REINF. INTERLOCKS 0 m DOOR FRAME WIDTH SEE CHART ON SHEET 13 mJ a 0 J F < Z M ui 7 W m c— Li & OH v. I I Q 0) H ---------7- < 10 ------�/l to C5 LL_ 10 c C 0 I ii t� a LO 0 1 G02 I 1- 11 IL-----------------Jl 11 11 L0 0 0 0 to Lli C) bi PXXXXXXXX(SHOWN) I F_ U<- x xxxxxxxxp EXTEIRIOR (A c oxxxxxxxp POCKET CAVITY NOT BY CGI 90° CORNER DETAIL '0' ON SHEET 22 = N NOT PART OF THIS NOA 135® CORNER DETAIL 'P ON SHEET 22 OPTIONAL IN LIEU OF J C) V) NLOL0 rr) (0 PRODUC f REVWM %— 3: 1 a&camplyixg Wijb kk#led& 0rn ,ado LAJ -0 u) z 0— 0210 LO Exp i 0 0 ratise Date FRAME WIDTH L LAJ 0 U,%ft4sft_� ck� NON—REINF. INTERLOCKS uj .2 Ld NOM. PANEL WIDTH----,--. SEE CHART ON SHEET 13 DOOR FRAME WIDTH Iuj uj Y W W UJI Q_ 1 10 z I () ui 11 co V) In :2 .1 0 < (3 �Hii OH m af W ui Li 10 C5 1 CL CL Z z z L_ < < < < oL) Of En UJI z Q) W 0 0 0 0 z Z I Z L___ PXXXXXXXO(SHOWN) H O L3 EXTERIOR90°90* CORNER DETAIL "0' ON SHEET 22 7 7 135° CORNER DETAIL 'P' ON SHEET 22 M — N N 0 OPTIONAL IN LIEU OF J cl) r-. C14 o 0 10 _j z 0 AIA R 5 Zo A�4f cq ®®®® o �Ei APPROVED CONFIGURATIONS 1 POCKETED DO (NON—REINFORCED SHOWN) � �Q592 45 NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. x", FOUR _(4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. a drawing no. -T 47 ATE OF 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 00-."'ZORID —31 POCKETS ARE NOT PART OF THIS APPROVAL *,00.40, Wl 0 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AL [sheet 12 of 28) DESIGN LOAD CAPACITY - PSF (GLASS) GLASS CAPACITY CHARTS 4ft T- PO GLASS TYPES GLASS TYPES & tAl tBt & t1311 INTERLOCKS INTERLOCKS Z co NOM. DOOR NUMBER OF W/O REINF. WITH REINF. M N PANEL WIDTH FRAME HEIGHT PANELS 0 t) 0 z Z co (� c INCHES INCHES ALLOWED EXT.(+) INT.(-) EXT.(+) INT.(-) 04 Ld (D 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 0 C) 0 0 j cq M 36-1/8 10 60.0 60.0 80.0 80.0 42-1/8 82 NOM. PANEL WIDTH 10 60.0 60.0 80.0 80.0 ---------- CL I L, LL 48-1/8 10 60.0 60.0 80.0 80.0 D m W 54-1/8 9 53.3 53.3 71.1 71.1 LLF T4 > m 24-1/8 10 60.0 60.0 80.0 80.0 cr 0 M 0 0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL_WIDTH 36-1/8 10 60.0 60.0 80.0 80.0 o 0 0 42-1/8 84 10 60.0 60.0 80.0 80.0 ED 5 LL U-) 48-1/8 10 60.0 60.0 80.0 80.0 LL LL, 0 0 z m 54-1/8 9 53.3 53.3 71.1 71.1 1 0 a cp 24-1/8 10 60.0 60.0 80.0 80.0 Z M ul 30-1/8 10 60.0 60.0 80.0 80.0 ------ NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 e------- 42-1/8 10 60.0 60.0 80.0 80.0 CIS! 48-1/8 9 60.0 60.0 80.0 80.0 0)LO 4 In 24-1/8 10 60.0 60.0 80.0 80.0 C) C:) 30-1/8 10 60.0 60.0 80.0 80.0 0) Ll: 36-1/8 96 10 60.0 60.0 80.0 80.0 LO 42-1/8 10 60.0 60.0 80.0 80.0 C-D 0 F- 0 NOM. PANEL WIDTH 0 LLJ 48-1/8 1 9 60.0 60.0 80.0 80.0 a LLJ in F LL- GLASS TYPES cn -0 C/) `A', tB19 tA19f tBl' c C) INTERLOCKS LO rn WITH REINF. CD N to (0 cy) LLJ LO 24-1/8 10 60.0 60.0 Z -j LL- 30-1/8 10 60.0 60.0 APPLICABLE FBC EGRESS c LO �r- C:) REQUIREMENTS TO BE Ln Pe)0 36-1/8 102 W 10 60.0 60.0 REVIEWED BY AHJ. cn C D o %--< 42-1/8 10 60.0 60.0 0- :2 uJ 48-1/8 10 60.0 60.0 V) Q 54-1/8 9 54.4 54.4 24-1/8 10 60.0 60.0 ORODuc t 30-1/8 10 60.0 60.0 409aplying witit aw sk.46 vi& C.We 36-1/8 10 60.0 60.0 hL ng w w w 42-1/8 108 10 60.0 60.0 Acc-ePtsuce No 17- z cn (n (n RXPL--X�Wte 0 U) V) cn 48-1/8 10 60.0 60.0 c a p Lu W W 53-1/8 9 54.4 54.4 0 24-1/8 10 60.0 60.0 0 0 0 30-1/8 10 60.0 60.0 z Q) ui 0 0 01 1 36-1/8 114 10 - - 60.0 60.0 -0,0 z z z 42-1/8 10 - - 60.0 60.0 NOTE: 48-1/8 9 - - 60.0 60.0 0 (0 r- r- 00 24-1/8 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 0 7 c� c� BASED ON ASTM E1300-09 (3 SEC. GUSTS) -0 , 0 r- N 0 30-1/8 10 - - 60.0 60.0 c-n> 0 1-101 1 AND FLORIDA BUILDING COMMISSION 0 36-1/8 120 10 - - 60.0 60.0 DECLARATORY STATEMENT DCA05-DEC-219 1-j':�1ZIC)l j 42-1/8 10 60.0 60.0 48-1/8 9 60.0 60.0 J 0 04 too 00 00 LO dip L0 ..000.�cENSJ 0-. 1001 N-, 0- 0 © U) E 10 ul L0 . 6-01 0 0 0592 0 E10 .0 Qj-- drawing no. 0 TATE OF SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ---J,01;��(0.--opkOR0'000 W10- 31 ABOVE +60.0 PSF ONLY. /00�Q�INTERLOCKS INTERLOCKSFs h e7et 13 of 28 W/o REINF. WITH REINF. 3/16" ANN. GLASS 3/16" ANN. GLASS M'"M .075" Interlayer .075" Interlayer RIF 11n; Saflex CP With PET Core Saflex CP With PET Core I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0`t- OR OR Z OD .090" Interlayer CID .090" Interlayer 00 %Saflex Clear And Color Glass o II.- ko Q Saflex Clear And Color Glass CO By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' tag OR C4 .090" Interlayer .090" Interlayer o 3/8" AIR SPACE 0 0 0 SentryGlas SentryGlas 0 j C4 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' W N OR OR CL w U. .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer 0 D U) M Trosifol PVB Trosifol PVB I*- By 'K u ra ray America, Inc.' By 'Kuraray America, Inc.' W H 0 > M M 0 It 0 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 (L SILICONE SILICONE Ca L 00 (D GE SCS 1200 GE SCS 1200 a: Z .3 CNI [-DOW CORNING 899 uj 5 LL M . M DOW CORNING 899 W U) . LO zDOW CORNING 995 z DOW CORNING 995 so= 0 V) 02 T, (n 0 j :5 M1 ui C) M1 XL EDGE SPACER Z M cr) ST. STEEL BY 'CARDINAL' W M JLJ OR DURASEAL BY 'QUANEX' SETTING BLOCKS OR LO0 AT 1/4 POINTS ON LITES 0 SUPER SPACER BY 'QUANEX')p WIDER THAN 36 oC 116 17 SETTING BLOCKS ro EPDM 0) E-1 DUROMETER 85±5 AT 1/4 POINTS ALL SIZES V) LO EPDM (n LO ell% 114; DUROMETER 85±5 C-D 0 0 to 0 bi GLASS TYPE 'A GLASS TYPE 'Al' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS M C 0 3/16" HEAT STREN'D GLASS 3/16 HEAT STREN'D GLASS (0 0 .075" Interlayer -0 0) .075" Interlayer C LO 0- LL_ e---, Saflex CP With PET Core Saflex CP With PET Core uj LO By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' (D— 0 OR OR 0 .090" Interlayer .090" Interlayer C= 0 o _j Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer 3/8" AIR SPACE .090" Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' C) M w w OR OR U- _r _r V) V) .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer z rl- 0 1- V) V) Trosifol PVB Trosifol PVB C: U-) 0 -F 1 By 'Kuraray America, Inc.' 0 By 'Kuraray America Inc.' Q� 0 W PRODUC f REVISM CL 1­ .C: as complying witu the FkAft < UJ < < 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 (h _r _r uJ z Accept,pace No W M 0 0 SILICONE SILICONE _0 0 D z Z. e �E P40 Li GE SCS 1200 GE SCS 1200 > DOW CORNING 899 M z m DOW CORNING 899DOW CORNING 995 U) DOW CORNING 995 r- r- 00 k,o U) c Q) 7 7 7 M 1 M1 XL EDGE SPACER 0 7 co 10 ST. STEEL BY 'CARDINAL' 1� 01 1`1 SETTING BLOCKS > I- OR a) 01 :1 AT 1/4 POINTS ON LITES L_ _j 1:2 IZ101 U6 IJC: DURASEAL BY 'QUANEX' WIDER THAN 36 1' 1111 EPDM OR 0 DUROMETER 85±5 0 SUPER SPACER BY 'QUANEX 0 T_ rg- p ,!A�4f // I 16 17 SETTING BLOCKS MAR q:**0.. (N 1100 LO AT 1/4 POINTS ALL SIZES lop z5L_j EPDM X 5L-j N6.70592 /� .0 C) DUROMETER 85±5 CO) GLASS TYPE B GLASS TYPE 'B 1' STATE drawing no. ® - OF 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS .00, 0 0 ZOR%D W1 0-31 GLAZING OPTIONS 'NAL (sheet 14 of 28 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS v 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS16a CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS &.INTERLOCK ENDS & INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES rl ° ° SEE -CHART 3 KSI SEE CHART 1 BY WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE _ o EDGE IS1t.a °• SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW -� FOR. Q J U ITIE°S CONCRETE FOR QUANTITIES SEE CHART � j ",, FOR QUANTITIES FOR QUANTITIES � J cq EDGE DIS'T, �, ' 3'S/� �,o Q a °' EDGED UIST.� D y °3 5 •8'„ ' :'. 3 KSI i D CONCRETE EDGE 3 5/8 o- vA. � IF I e e D• D DIST. 0 U EzIL C� 0 X X Q�� X X X QX X At Q a L`' ANCHOR TYPE A - 0 Q w w w uj INTO 2BY WOOD BUCKS J m °°= ANCHOR TYPE B °°n ANCHOR TYPE C �- m ANCHOR TYPE A N cn N o OR WOOD STRUCTURES THRU 1 BY WOOD BUCKS Q DIRECTLY INTO 3 KSI CONCRETE � a INTO METAL STRUCTURES Q 0 0 0 INTO 3 KSI CONCRETE OR APPROVED MULLIONS DESIGN LOAD CAPACITY - PSF (ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO In 0 HEAD ANCHORS SILL ANC HORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH I � 0 2 (TYPE A, B & C) (TYPE Bz) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. TYPICAL ANCHORS: SEE ELEV. FOR SPACING CLUSTER AT CLUSTER AT STILE/INTERLOCK ENDS STILE/INTERLOCK ENDS AT HEAD AT JAMBS- NOM. DOOR ------- 4 s 8 4 s s TYPE `A'- 1 f 4" X 3-1.Z4" ULTBACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) TYPE `A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) PANEL WIDTH FRAME HEIGHT EXT.(+)EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) rn INCHES INCHES INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES VLO 24-1/8 80.0 - - 80.0 - - 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2"II MIN. PENETRATION INTO WOOD I o - o 30-1/8 80.0 - - 80.0 - - 0) THRU 2BY BUCKS INTO CONCRETE THRU 1 BY BUCKS INTO CONC. OR MASONRY o 36-1/8 80.0 - - 76.2 80.0 - �� to a-N 82 _ _ 1 2 MIN. EMBED INTO CONCRETE 1-1/4 MIN. EMBED INTO CONC. OR MASONRY I �- LO 42-1 8 72.4 80.0 68.7 80.0 / I I O / I CD 0 48-1/8 66.8 80.0 - 63.4 80.0 - ,� « » > > 0 W TYPE 'B'- 1/4 X 3-1/4" ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) TYPE B - 1 4 DIA. ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) co p w 54-1/8 62.8 71.1 - 59.5 71.1 71.1 I X DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY o U 24-1/8 80.0 - - 80.0 U) 30-1/8 80.0 - - 80.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M c � = N rn 36-1/8 75.5 80.0 - 71.6 80.0 - - » - » (GRADE 5 CRS I ( 4 IA. SELF DRILLING SCREW GRADE 5 CRS TYPE C 1 4 DIA. F DRILLING SCREWS G ) TYPE C 1 D ( ) u7 LO 42-1/8 84 67.8 80.0 - 64.3 80.0 - L D ( o N (0 48-1/8 62.3 80.0 - 59.1 80.0 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS o � 1I )OR OR ( W 0)54-1 8 58.4 71.1 71.1 55.3 71.1 71.1 -0 LO / _ _ _ _ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 24-1/8 80.0 80.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Z .c z 30-1 8 79.7 so.o - 75.s so.o - (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE cz o= o - ALUMINUM: 1 8 THK. MIN. 6063 T5 MIN. V) _ � 36-1/8 69.2 80.0 - 65.6 80.0 - ALUMINUM: 1/8 THK. MIN. (6063 T5 MIN.) / ( ) L,_, T_Q 42-1/8 90 61.9 80.0 - 58.7 80.0 80.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) w U o w 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cn ~ 24-1/8 80.0 - - 80.0 - - 30-1/8 73.8 80.0 - 69.9 80.0 - AT SILL ,ANCHOR EDGE DISTANCES 36-1/8 63.9 80.0 - 60.6 80.0 - TYPE `B2'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO CONCRETE OR MASONRY = 2-1/2" MIN. 42-1/8 96 57.0 80.0 80.0 54.0 80.0 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. o ui 48-1/8 51.9 77.9 80.0 49.3 73.9 so.o INTO METAL STRUCTURE = 3/4 MIN. m w 1-3/4" MIN. EMBED INTO CONCRETE z ,, o 24-1/8 60.0 - - 60.0 - - w WOOD AT HEAD OR JAMBS SG _- 0.55 MIN. 0butdi 0 0 �, SILL OR JAMBS f'c 3000 PSI MIN c U N Q = 30-1/8 60.0 - - 60.0 - - m CONCRETE AT HEAD, . i to 0 ; _ .- 36-1 8 59.3 so.o 60.0 56.2 so.o so.o NOTE. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. a 0. o z 42-1/8 102 52.7 60.0 60.0 50.0 60.0 60.0 ui Q ANCHOR CAPACITIES LISTED ON THIS �° o 3 Q SILL RISERS (n Of J _ � W w Q SHEET TO BE USED IN CONJUNCTION U 48-1/8 47.9 60.0 60.0 45.5 60.0 60.0 Q SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS .. a� z Q o 54-1/8 44.3 54.4 54.4 42.0 54.4 54.4 (n WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY ' CD z °- z 24-1/8 60.0 - - 60.0 - - LOWER APPLICABLE VALUES CONTROL. 30-1/8 60.0 - - 60.0 - - = 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B X Z ANCHOR TYPE B 36-1/8 108 55.3 60.0 60.0 52.5 60.0 60.0 z TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE o a N N O 42-1/8 49.1 so.o so.o 4s.6 so.o so.o Q PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 00 a .> o o T o 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 \ N O _j :2 z O h X 0 X 53-1/8 41.6 54.4 54.4 39.4 54.4 54.4 p Lv J w r- 24-1/8 60.0 - - 60.0 - - . . . . . . q 30-1/8 60.0 - - 57.2 60.0 60.0 Z . . . . . . . . . . . . . .. . . . . . . . . a ° ®®p p p 9 0 0 0 p p ®®® o :I. I 36-1/8 1 14 51.9 60.0 60.0 49.2 60.0 60.0 w 4 a ( a I v ° ®®®�® �D Q (//�n ®®® I II '.o ° a 3a.5/8' o Ir°" °0 0 0°° �o/l°!/� ®® N 11 00 . . .. . . .. . . . . . . . . UU 42 1/8 45.9 60.0 60.0 43.6 60.0 60.0 a c n ®® � 0 pcEl�s° 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 Z \ Q :° a / a ® 24-1/8 60.0 - - 60.0 - - �' °' ° o ®. 0592 0 / g a TYPICAL ANCHORS o o 30-1 8 56.9 60.0 60.0 54.0 60.0 60.0 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 PO ED & HARDENED IN CLUSTERS ° 2018'. x 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 w NO-METALLIC/NON-SHRINKAGE AT MTG. STILE ®?�° °, drawing no. z HIGH STRENGTH GROUT & INTERLOCK ENDS ®� E OF 9 48-1/8 38.9 58.4 60.0 36.9 55.4 60.0 - ® �S ° f c = 5000 PSI MIN. SEE CHART ®© � °°�Q®��® °°° \ ®® Wl 0-31 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. FOR QUANTITIES ®®® LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. MUST TRANSFER SHEAR ®®®®YOB°WL ®®® LIMIT EXT. + LOADS TO 60.0 PSF FOR DOORS W REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE ®e o a e e e o p p® sheet �5��i2 8 3 KSI TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS INTERLOCK ENDS - 46 '4 e & INTERLOCK ENDS AT MTG. STILE IN CLUSTERS EDGE pl 4 A*... SEE -CHART 3 KSI SEE CHART 1BYWOOD BUCKS & INTERLOCK ENDS AT MTG. STILE METAL STRUCTURES FVR.' Q.OAUTJTIEIS CONCRETE FOR QUANTITIES SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW Z 00 j .......................................... _EDG 3 5 FOR QUANTITIES SEE CHART 5 FOR QUANTITIES _j 2 z 3 KSI Z CS < EDGEO dlS*T.'' 3 5/8 of I __ - I 'CONCRETE EDGE 3 5/8 CL DIST. LO 0 m 0 0 0 C) 0 J cq M �5 .L.-DIST..'d Ll?I J < 7 7K� 0 0 x m a Km jcx z z z ui u - z <X.1 x < of x <x cr_ x 00 ANCHOR TYPE A 0 Lu uj u J W n - m m n m m 6:2 m 0 uj INTO 2BY WOOD BUCKS m m m 0 > m mm FA ANCHOR TYPE A -CN ANCHOR TYPE B ANCHOR TYPE C t14 OR WOOD STRUCTURES in NN-1 0 -"' c 66 0 THRU 1BY WOOD BUCKS < D I R ECTLY INTO 3 KSI CONCRETE < INTO METAL STRUCTURES < 0 in 0 DESIGN LOAD CAPACITY - PSF (ANCHORS) INTO 3 KSI CONCRETE _j 0 0 OR APPROVED MULLIONS _j 000 0 HEAD ANCHORS SILL ANCHORS It z .5 N uj 5 u. 001% (TYPE A, B & C) (TYPE B 2) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY To 0 CLUSTER AT CLUSTER AT L16 uj V) STILE/INTERLOCK ENDS STILE/INTERLOCK ENDS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND. BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH I = 02 M mi 0 (9 4 6 8 4 6 8 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Z M NOM. DOOR I [-_ Lu m 2 PANEL WIDTH FRAME HEIGHT EXT.(+)EXT.(+)EXT.(+) EXT.(+) EXT.(+) EXT.(+) INCHES INCHES INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) AT HEAD- AT JAMBS 24-1/8 80.0 f, 80.0 TYPE 'A9- 1/4" X 3-1/4" ULTEAQON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) TYPE 'A9- N BY 'ELCO', -.14" DIA. ULTRACON Fu=177 KSI, Fy=155 KSI) 30-1/8 80.0 - CN 80.0 THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0, 36-1/8 LO . WOOD 80.0 76.2 80.0 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2"' MIN PENETRATION INTO cl: Q (D 42-1/8 82 72.4 80.0 68.7 80.0 c:) c I c:) 48-1/8 - THRU 2BY BUCKS INTO CONCRETE 66.8 80.0 63.4 80.0 THRU 1BY BUCKS INTO CONC. OR MASONRY A LO L. A*_l% 54-1/8 62.8 80.0 59.5 80.0 80.0 1/29 MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY L. LO 24-1/8 80.0 - - 80.0 - - 0 0 30-1/8 80.0 - - 80.0 - - TYPE 'B'- 1 ZA" X 3-1/4" ULTRACON BY 'EL (Fu=177 KSI, Fy=155 KSI) TYPE 'B'- 1Z4" DIA. ULTRACON 0 w (Fu 177 KSI,BY 'ELCO9 = Fy=155 KSI) 0 bi 36-1/8 75.5 80.0 - 71.6 80.0 - DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY 00-1 84 1-- 42-1/8 67.8 80.0 - 64.3 80.0 - 2" MIN. EMBED -0 - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c 48-1/8 62.3 80.0 59.1 80.0 80.0 a TYPE 'C - -1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYP E 'C 4" DIA. S GRADE 5 CRS) F- r,, 0) 54-1/8 58.4 80.0 80.0 55.3 80.0 80.0 ELF DRILLING SCEMS ( C:) u o24-1/8 80.0 - - 80.0 - - INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS CNn 30-1/8 79.7 80.0 - 75.6 80.0 OR .�``� O R 0 I Itl -0rn 365-1/8 69.2 80.0 - 65.6 80.0 - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) m: LO 90 P= Lj_ --% :z LO 42-1/8 61.9 80.0 - 58.7 80.0 80.0 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE W V) 0 0 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I n CIO 0:2 W T-- < 54-1/8 52.8 79.2 80.0 50.1 75.1 80.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8"' THK. MIN. (Fy = 36 KSI MIN.) Of 0- 24-1/8 80.0 - - - - :2i uj 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 30-1/8 73.8 80.0 69.9 80.0 - 36-1/8 63.9 80.0 - 60.6 80.0 AT SILL ANCHOR EDGE DISTANCES 96 42-1/8 57.0 80.0 80.0 54.0 80.0 80.0 TYPE '132 1/4" DIL ULTRACON BY 'ELCO" (Fu=177 KSI, Fy=155 KSI) INTO CONCRETE OR MASONRY = 2-1/299 MIN. 48-1/8 51.9 77.9 80.0 49.3 73.9 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1'9 MIN. 54-1/8 48.2 72.3 80.0 45.7 68.6 80.0 INTO METAL STRUCTURE 3/4" MIN. 1-3/4" MIN. EMBED INTO CONCRETE 24-1/8 60.0 - - 60.0 - - WOOD AT HEAD OR JAMBS SG = 0.55 MIN. z t'- o V) 30-1/8 - - - - Q 0060.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. (n co14 <�_ NOTE: 0 Ej 36-1/8 59.3 60.0 60.0 56.2 60.0 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 0 1'- W 102 4­0 Cy 0 0 42-1/8 52.7 60.0 60.0 50.0 60.0 60.0 C) ANCHOR CAPACITIES LISTED ON THIS ,CL_j 0 Z SILL RISERS P-R-0DUC f REVIGM c: < ui < 48-1/8 47.9 60.0 60.0 45.5 60.0 60.0 SHEET TO BE USED IN CONJUNCTION L) cc SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS r) 54-1/8 44.3 60.0 60.0 42.0 60.0 60.0 WITH GLASS CHARTS ON SHEET 13 bkulo5ing CO& Q) Uzi a 0E- AND SHEET 13 FOR CAPACITY _ z 24-1/ - - - - r- Atetiptance No 2-c 8 60.0 60.0 0 LOWER APPLICABLE VALUES CONTROL. V" > 30-1/8 60.0 - - 60.0 - - uj 0 "2-'Apiry l4a Nt" r 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B z ANCHOR TYPE B 1 x 36-1/8 55.3 60.0 60.0 52.5 60.0 60.0 a TO 2 AND 4 TRACK FRAMES. < 108 z DIRECTLY INTO 3 KSI CONCRETE c a) 42-1/8 49.1 60.0 60.0 46.6 60.0 60.0 < m DIRECTLY INTO 3 KSI CONCRETE -#-j PLEASE SEE FOLLOWING SHEETS FOR DETAILS. a: rvl Au'.tls.4* 0 0 C'4 0 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 0 V) U) '0 0 0 r-: 0 _j m C,to 53-1/8 41.6 60.0 60.0 39.4 59.1 60.0 x < F- Q 0 ui 0 x 24-1/8 60.0 - - 60.0 - - 3: _j Ld Qc' 30-1/8 60.0 57.2 60.0 60.0 z ... . . . .. ..I . . . . . . . -. . . . . . .11 uj . . . . . . . . . .. ... . . . . . . . . . . . . . . . . * * * - A - A 4* LAJ . . . . . . . . . . . . . . . . . . 0 .0 . . . . . . . . . . . . . . . . . . . . . 4 F? . ... .. .. . . .. . . . 36-1/8 114 51.9 60.0 60.0 49.2 60.0 60 . .. .. . . II 42-1/8 45.9 60.0 60.0 43.6 60.0 60.0 -.4 A' 137 Fo a m .. . 4 . . -q* 4 0 C14 00 4 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 z XL* 3 -5/8'. In < 0.0 0 if Id F- 24-1/8 6 60.0 30-1/8 56.9 60.0 60.0 54.0 60.0 60.0 70592 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 0 POIRED & HARDENED TYPICAL ANCHORS =_A_ ID co IN CLUSTERS � ° NO-METALLIC/NON-SHRINKAGE 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 Li AT MTG. STILE HIGH STRENGTH GROUT 48-1/8 38.9 58.4 60.0 36.9 55.4 60.0 _Z & INTERLOCK ENDS 4el Si�tE OF drawing no. f c 5000 PSI MIN. MAR 0 5 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES SEE CHART �ZORID NOT BY C.G.I. 018 le -31 W10 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 1 N. HT. MUST TRANSFER SHEAR FOR QUANTITIES f LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE sheet 15 of 28) U SEE SHEET 15 FOR ANCHORS I 0 0 z 3°E 75/8 EDGE DIST. "e EDGE , C ° d I d n j:II:I:II•II�iiI►jII'I!I.1 I'i!jII:III:'I�IiiIIIj'I!II.'I!I i °1 E ° d ;j:•I;I j•I:IiiIIjI'!I.1 I•I!i;j•IIi.I•:IiiIIj I I' " Q EDGE DIST. 3 5/8 EDGE DIST. 3 5/8 - � QZc�cap�— n' W4 DIST.- ko iN vLtd. .�rrnN-�•. Zm a° d d ,d CO QNad 4 n d °d I ° ° CL Q 0 0 W cm ICL w Ing oil 00111- A.X SA WEEP SIZE 1 4 X 1 8" vqM11 REFER TO SHEET 15 FOR VARIOUS INSTALLATION IONS. cy LL w W OPTIONAL SLANT SIL ADAPTORS LO I I Ln a 0® w j1 jl DECORATIVE o � Lim ! ! 2� SILL COVER V) OPTIONALE� E— oF— I!1ijij j d!I.j;l IiI !1ii.ii!I ipco w a -+ ; , • ® ° ` ►1 III�1IIIIII ® v� IJ� s � (0 o I ®� WQ LO O 0o �Q i . ORQDVC' as ng II II I sAccept c Expirafien n n n SILL RISER E8.1 READ. FOR LOADS 0 (n � V) POURED & HARDENED 0 �HIGH STRENGTH GROUT ABOVE +60 PSF NON—SHRINK, NON—METALLIC z z zSILL RISER Q Q Qfc = 5000 PSI MIN. Q . O LOADS NOT BY CGI WINDOWS ABOVE +60 PSF w 0 0 0MUST TRANSFER SHEAR 0zz z LOADS TO STRUCTURE II J I �o I > 0 O 13A 1 Ll >w 1 j =. = � zo E X ------*1 � Q ° ® 00d LO it fl 4 a 770 3 3 5/ N m 3 KSI CONC. • 3 KSI CONC. o : . EDGE*DIST.EDGEDIST. . 0 o° Xdrawing no.° -�TESEE SHEET 15 FOR ANCHORS ° C=b 15 �® ov W1 0-31 THREE. (3) TRACK O OR DETAILS ®®®e #YQ ®®` sheet of 16 28 0 U TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING r 1 2" MAX. E6 D.L.O. -------------- REINF. AS READ. H J -� G M t- J LOAD BEARING SEE CHART ON SHEET 13 FOR CAPACITY M N z Q SHIM M15A 1 . I � m E5 10 1 � � 0 U w � tr La Z U - - - - - _ — _—._. m UOm ul 0 o O O o00 o. . 0 ?: M C) ca o 0 0 0C) 9 -Rd- . q - it uj :5 u. _. 0 17 um no no no 0 , mil ...... F- I M 14-A M 16A , p d60\ 04 c LO o E27 0 10 E4 14 D.L.O. Cl c `° W o r� a D.L. OPG. w LO 1 cn LO 1 EXTERIOR NOM. PANEL WIDTH 0 PANEL WIDTH E— INTERLOCK INTERLOCK ASTRAGAL cr- >� LOCK STILE w REINFORCED (REINFORCED) B v t~n u' (REINFORCED) DOOR FRAME WIDTH T SN o AcceptsEkp�rxtiaa Date 1 X6 OR LARGER #10 X 1--1/4 SS PH SMS r� WOOD BUCKS 1 PER CLIP J ® rn _ w �i ? LO L 3 PER PANEL ,C z w N AT 18" FROM EACH END M2 G 1 W LO o PANEL WIDTH AND AT MIDSPAN N o� 1/2" MAX. 1/2" MAX. 1 4 MAX. w %-- LOAD BEARING D.L.O. LOAD BEARING #8 X 3/4" SS FH SMS LOAD BEARING METAL U w SHIM SHIM w M2 1 PER CLIP SHIM STRUCTURE o: z U 0 z. to l l -- c�0� TYPICAL ANCHORS `� TYPICAL ANCH RS �---- - TYPICAL ANCHORS - ~ z IF SEE EL ' SEE ELEV. W w �+ • SEE ELEV. rE FOR SPACING � � m 0 FOR SPACI G „ FOR SPACING �� o cn D w u W n- � (� 0 Z Z ixt r 00 (/) O O N N O I` a. ° (A II p •j O O O Lip ke Q M Z O p FIXED PANEL EXT. EXTERIOR ° DOOR FRAME WIDTH DOOR FRAME WIDTHto Ulf DOOR FRAME WIDTH �• ° ° © 0 2X6 OR LARGER WOOD BUCK MAR ` 4;5 � ° W1 OR -w WOOD STRUCTURE ° ° ® o drawing no. SATE (F ° - oo® THREE ,l TRACK 00 DETAILS ®e1NQ�L41`®® sh,eet 17 of 28 U SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS . i c� iu 0 X Z EDGE DIST. 1 3/4" z 1 3 4" Q Q EDGE DIST. M J = • M m d e 3 KSI CONC. m= d° n 3 N < KSI CONC. I N 0� °d d' I n v. ° ( c NW e e' I v N Q .d " e'. \ Q d e o o .. J J0 O 0 ► I . LIJ Cq LZ E3 WEEP SIZE 1/4" X 1/8 0 m LA a� REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS M11 M10 1 Al 2 E26 c 1 it fe Z �JO 4c W =) LL LO E W 0 M mj Z M ui Wm j! i! m4i OPTIONAL SLANT SILL ADAPTORS i► it !i !i LO li Ij li ij o ►i ii ii ►! DECORATIVE A LO i! ii i! ►! 24 SILL COVER LO OPTIONAL 0 o ►► ►► ii ►i z w cD 0 w •. Q 1 cn LL- = II II ~ I! ►! ll w = !i �i W rn = C� ® ►I II m ® ►I ►I II o N LO =Li LLJ o to ilimill 1 110 z Lei • PO rj J 0 W J W W J J "' I I z LO LL_ Q Li. ;. ;. ! I! I I I I o z Z!�'� z .� ^ p a W j! j! W �i �I 1 0 � LO O- o !I !I p ►� I� w Q ► I 0 O- --� ►I ►I Ij ij - � U -� � I� I! it jl %ABOVE ISER AL FOR LOADS ij ii !i !i +60 PSF :I :I ►I ►! 11 o 0 m m �► !i POURED & HARDENED !i !I p � �- ►- ►- ►I i i 4­1 HIGH STRENGTH GROUT I j I j II 1 z z z NON-SHRINK, NON-METALLIC SILL RISER it _ _ _ E8 REQD FOR LOADS II U) W 0 0 0 f'c = 5000 PSI MIN. ABOV +60 PSF II w 0 c� z z z O O O NOT BY CGI WINDOWSia MUST TRANSFER SHEAR L J� M3 LOADS TO STRUCTURE jiActr I .. 25 DI O •2 07 N N O r N 0 0o U 0 1 , ._ N-"Z_ L� �� O � z o E1 M21 �� - � _ 1 _J to ® e :::. :::. . . ::. AGE 00 . . . . . . j. . . . . . . . . . I' ®® p� qa .00 .... . . . . . .. . . ° 1-01 p M t] ® to 1 ® .00 >, ° c ° e M I N X X d y .7 y 592 m M 3 KSI CONC \ a e' a d _ o t ° ° 7 A. ► 3 KSI CONC. ML _ 2 pip ° o [-� -o ca v U d EDGE DIST. 1 3/4" w EDGE DIST. 1 3/4" ® �� TIC 01F drawing no. SEE SHEET 15 FOR ANCHORS ®® °°°° �� 1®�°° In SEE SHEET 15 FOR ANCHORS ® S b° 0®® Wl 0-31--) TWO 2 TRACK 0 ®®,q10 �t���®®OR DETAILS ®®�/I , %%\\\ sheet 18 of 28 �see� TYPICAL ANCHORS v SEE ELEV. FOR SPACING I 1/2" MAX PANEL WIDTH 0 LOAD BEARING #10 X 1-1/4" SS PH SMS 1 PANEL WIDTH c SHIM 1 PER CLIP co z G 1 H D.L.O. J 1 #8 X 3/4" SS FH SMS M2 1 PER CLIP 10 E5 D.L.O. r O x z w cq z o O WV< II .-._._._.-._._._._. a - - - - - - II OJill 0 M 0 a O O - - - - - - - - - - - - -Q - - - - - W w 0 v O O O O L _ O O � O O d O L�1 a 1-71 W ' o E6 E4 E9 ASTRAGAL N INTERLOCK v � � E2 FIXED PANEL D.L.O. (REINFORCED) oc to o I EXTERIOR © rn NOM. PANEL WIDTH a LO to 0 � O DOOR FRAME WIDTH wim aw O wto phew M9 Code Z0 w c � a � I-- /1BY WOOD BUCKS CIO SEE NOTE SHEET 1 Date � No � � 0) Dco N � LO 140 1 2" MAX. w #10 X 1-1/4" SS PH SMS .� O M / 1 PER CLIP G 1 `� LO LOAD BEARING 1 L 1 z SHIM z o 1 4" MAX. w PANEL WIDTH O Q 3 PER PANEL / X n O_ M 1/2" MAX. 0 0 m AT 18 FROM EACH END M2 LOAD BEARING METAL w O� `. TYPICAL ANCHORS AND AT MIDSPAN SHIM STRUCTURE O Q D.L.O. LOAD BEARING SEE ELEV. cwr, U SHIM -'FOR SPACING #8 X 3/4 SS FH SMS TYPICAL ANC RS ° 1 PER CLIP SEE EL TYPICAL ANCHORS FOR SPACI G _ II ° SEE ELEV. FOR SPACING z ui W z U) t=n o II — o cn cn 0 L 0 v, w — — — — — — I \ w 0 0 Q) w o o f� I — — v 010 z z cr- p. °p _� o— E27 o r r co EXT. °. u 0 0 07 N N o r- r •— N p. p XT. w •j o 0 0 0 0 z o DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH �- 0 2BY WOOD BUCK FIXED PANEL OR N ��S NOTE SHEET 1 oci °° °® ® L MAR 0, 5 2018 ® ° ° l�J TE C ° V ® S�' � °° drawing no. ® ° N. W1 0-31 TWO (2) TRACK 0OR DETAILS IIQL =sheet 19 of 281 REFER TO SHEET 15 FOR VARIOUS Nw=.—X c.� w_-= E22WB��9+A8 d • °. n 5°a v, • I ; 1 a • I!II'IIjII!IiIjI�IIIij Ij:I!I Ii jI j j I!IIjj!!I II!j►!iIIl IjI!lnIIjji�IwlIwIj Ii!I I:II II iji Ii,;Ii!I N g =w\r D C d .. • v. ,vav .®Ii Ij!jj►�ji!!IjijI!i Ij Ij:i I!!!!I:�I!Ijj I!I I II!j IIIj!jji�i!!!IjjiI!I I:iji j!I!!!I:�I!Ijj!I I Q !jijII!IIIj a d1 ® v '. ® v I ® ®'°°-1.° '�J1J�I►I�IIII II 1IJI I I IIIIII I V A®®®oR��IO ®Uo®® S SEE SHEET 15 FOR ANCHORS I&M INSTALLATION CONDITIONS. z 3 58X EDGE DIST. EDGE •-�.Uv�o�oj,c JJovz_ o�caM�o Z , ' � 0Nw �t B �rn- ornNI J Od � EDGE DIST. 3 5/8 Ll DIST. EDGE DIST. COMm= da z N o °d cd °d •° <Q d � °' CVLID nil M 4A At Z) Lj Vq WEEP SIZE X1 "4 /S mil N z j W :) u. LL E7 mLO p c II II Oo wLI.JOPTIONAL � SLANT SIL ADAPTORS c ® DORATIVE L n 2 SILL COVER N OPTIONAL ` O w w oo O7ww cn as L te A d w Li SILL RISER z V) V) oV) !77 POURED & HARDENED E8.1 READ. FOR LOADS HIGH STRENGTH GROUT ABOVE +60 PSF CL NON—SHRINK, NON—METALLIC SILL RISER Q Q Qf'c = 5000 PSI MIN. aofE8 REQD. FOR LOADS w C) 0 0NOT BY CGI WINDOWS I WABOVE +60 PSF (D o O OMUST TRANSFER SHEAR 0 z z z LOADS T0 STRUCTURE ve i � cy; Q N N O 7_4 f� NJA1 L1I 13 ; o 0 0\z �Lco o _j-i N X< . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ... . . A 0M11 ® 71 No.7�2- 3 KSI CONC. o3 5/$ 3 5/8 a 3 KSI CONC.T.EDGE DIS EDGE DIST. EDGE DIST. / o SEE SHEET 15 FOR ANCHORS °°1STATE OF ° drawing no. o� MAR _�I • ® °°°° ° _ ®, �o pro ��®®® FOURW -31 10 TRACKDOORDETAILS '®®®©�Q� ®®�® [sheet of2� 2s TYPICAL ANCHORS SEE ELEV. v FOR SPACING PANEL WIDTH 4ft I 1/2" MAX. E6 -� o r LOAD BEARING 1/4 MAX' co � j SHIM M15A 1 LOADSBEARING METAL M Q D.L.O. 1-3 M STRUCTURE I .a4 0- CL � U °�.N� .• a 0d a •.v IIIII I I I cTYPICAL A NCH ORS ._._. _._. _ U o SEE ELEV. FOR SPACING 00 U® rl � . lj LO Ln a M11 z I M M14A M16A w d � 1711 ON) ui W C I �' I W C CDLip LO EXTERIOR i LO E27 CD ® o EXTERIOR CD z ® w #10 X 1-1/4 SS PH SMS o 30 1 PER CLIP �, LL DOOR FRAME WIDTH L2 3 PER PANEL G 1 M c: _ Q �� rn 1 X8 OR LARGER AT 18" FROM EACH END M2 � WOOD BUCKS U-) 1/2" MAX. AND AT MIDSPAN 1/4" MAX. N `O LOAD BEARING #8 X 3/4" SS FH SMS LOAD BEARING w0 ro rn w SHIM >- 1 PER CLIP SHIM METAL z J `n Z STRUCTURE z t� � z o ccn 0= 0 1/ " %_000 2 MAX. II vo 0< TYPICAL ANCHORS w Q -� LOAD BEARING SEE ELEV. II TYPICAL ANCHORS V) U O SHIM FOR SPACING SEE ELEV. II II FOR SPACING TYPICAL ANCH RS it II SEE _ _ LJ FOR SPA Cl G ° (n V) :2 II °' oo II o 0 0 � o 0 �m- ram- w II o ° N I Li � W ' p N W O O W 00 I) II 0 Z Z Of -------------- t! ____._._ ,- Q .. O r r 00 �. Q N N O ° 4 W to I� N p 0 a)rQ •� 0 0 O V) cAcceptanCe No 17-1 . 4 J up—A W C J Z O EXTERIOR " EXTERIOR ®® ��°° ®®® N 00 DOOR FRAME WIDTH DOOR FRAME WIDTH ��� �� °°® � �, C�l ® ° ® O �; �((���� 70592 �Jy gyp® .0 U Vo4 f7`59 I ® ° a U i s 2X8 OR LARGER WOOD BUCK on o cou O --a ° ° WOOD STRUCTURE MAR }ETA ° �® drawing no. -31 W10 .FOUR R (4) TRACK DOOR DETAILS ®®`®J®OO{i�11(�\\n/A{�1= ® s a oo\V�/7�e I\a�,` sheet 21 of 28 DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY4ft I! Ii ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO 0®0 SF i! i! o #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. Q O :I :I ® 90® CORNER P 135' CORNER PM W I LL _ Ij Ij O o I j l j " #10-24 X 1/2" v #10-24 X 1/2 FH THREAD CUTTING SCREWS 33 FH THREAD CUTTING SCREWS » 11 IL � w W AT 6" FROM ENDS & 12" O.C. AT 6 FROM ENDS & 12 O.C. Q U. � am Q a� II Ii w — — — — — — — �I re N o F IIZ .3 MITERED WELDED JOINTS Lto AT HEAD/SILL E32 z um w 0 2 . 02 m 33 W LO C) C 0 o )w F LO E31 �O� cD O F— 0 Z Lw o Q:� Q EXTERIOR C ' EXTERIOR M C D.L. OPG. MITERED WELDED JOINTS =N o ec �"'r" rn AT HEAD/SILL N coo PANEL WIDTH PANEL WIDTH 0 ,r r J � w J u) DOOR FRAME WIDTH DOOR FRAME WIDTH z ®� z LL- C:)= 0e-N LO 0 #10-16 X 1/2 w O HH SELF DRILLING SCREWS w C7 0 Q w AT 6 FROM ENDS & 12 O.C. uj U � f- 3 5/8" 3 5/8 1 3/4" ►� ^� w W w z �� @. Zo to 0 0U (4) ANCHORS (4) ANCHORS f 2 � m m W c C- �► W � » ti`j �' Q = _ a 6 Expimim to w o o 0 z z W all >1 co cD I I o0 (6) ANCHORS IV Co 0 — N N 0 0 0 6» 3„ 6„ 3„ 8„ 3,a 6„ 3„ 6» 3„ 6„ 3„ 0 o J z o ° 00 (8) ANCHORS (8) ANCHORS No. 92 6» 3,a 6 3 8„ 3,a 6„ 3,a 6 3 6„ 3„ o 10-1 i v MAR 2018 ®0 5 '7- (��/�/v � 'ATE E drawing no. TWO 2 TRACK THREE 3 TRACK FOUR 4 TRACK TWO 2) TRACK THREE (3) TRACK FOUR 4 TRACK ®® °° OR% 0 �o®®® W 1 0-31 o ��V% ®�®�NA v0 sheet of � 22 28 EXTERIOR MOUNTED 4ft O POCKETED JAMB TYPICAL ANCHORS 3: '0 TYPE A, 8 OR C 0 ko _j m AT 6" FROM ENDS AND c) z mm Z Q9"' 0.C. INTO WOOD/CONC./METAL CD 1-1/8" MIN. 6" O.C. INTO BLOCK ONLY (L 1-1/2" MIN. WOOD EMBED 00 0 EDGE DIST. .1 0 SEALANT 1-1/4" MIN. BLOCK EMBED 0 UJ C4 TYPICAL PAD PILE INSTALATION LOCATION 1-3/4" MIN. CONC. EMBED C4 ui 1/8" MIN. METAL THICKNESS a t- ol 0 D CONC. i M BLOCK UJ vq 15 WOOD i 0 > m 2 0 METAL jr 0: 0 0 (L 0 ri r---j 0 0: Z z J 00i uj U. Lf) UJ 0 m z m m 7r . 02 U) M Z M Uj < 2 EXTERIOR 0 LO O LO Cis LO 0 0 K) 0 LiJ L.Li ry F­ LL TYPICAL AT PANEL 4 CORNERS V) -a cn -Z 0 POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA CD co N LOTO BE REVIEWED BY AHJ ® LLJ L0 F— Lj_ U-) DOOR FRAME WIDTH 3: 0 ----------- 0 — V) 0 uj 21 - ] NOM. PANEL WIDTH 0 0 ---------- Li r1i 175 [Tj LLJ Ld LLJ .............. V) V) U) . ............... z .............. 0 0 ............. &RO OODuc r azvmw F- 1--oo o o o j W ui ui II . ............. CL Z Z Z ...... Acceptance NV 7 __j ......... . z ........ LLJ 0 0 0 .............. , ........... _0 0 z z z ............ ........0 0 0 0 ........... ....... ......... 1%,. ...... no no 0 ................. .. r- r- 00 ...... IV) in Q) 7 4- 3 o cN TE c,4 o 0 _j F UL(>D- 0 -1 m[z 0 —1 F 1111// 0 2 / EXTERIOR �q.A 0 v 04 It 'EN 00 to to 0 No'705924/ MAR drawing no. OF In 4o %D 000 W1 0-31 .[sheet 23 of 9 8) CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS � U E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - I 0 E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - -� 4 - - - co-, /E CGI 153 EXTERIOR INTERLOCK 6063 T6 CGI EXTRUDER ko E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M N Q E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - W �' N -, M in 0 E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER IL N - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - t� m E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - SINGLEOC FOR ALL PANELS WITHOUT CORNERS0 Lj E11 CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR `INTERLOCK' LOCATED AT C) E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM b rr E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01—0036-1 17) W 5 LL - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) , M E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) t0 w E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: REQD. AT 90° AND 135' CORNER PANELS ONLY E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM o E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM Cif `jLO E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) o SECURED WITH (2) 10-24 X 1/2 FH SCREWS0) E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - �j BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED LO E23 CGI-168A OUTER-TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER — CONNECTING BAR (PART #HD-3310142) CD 0 F- 0 E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - ZINC HANDLE SET O W CD Lil E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER — SECURED WITH (2) 6-32 X 1-1/2 OH MS F STEEL KEEPER (PART #HD-3310143) `�'E26 CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - M 0 = N C) E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER — SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS Q LO E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - ul)o N E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - w 0LO rn E30 CGI-1-030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - z •C Z LL I LO E31 CGI-1057 FEMALE CORNER ADAPTOR (90°) 6063-T6 CGI EXTRUDER - v p .. o E32 CGI-1058 FEMALE CORNER ADAPTOR (135°) 6063-T6 CGI EXTRUDER - w - Q E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - w U �: w M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI-171 C FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 3 @ FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL V) M10 CGI-1 as FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. ° w w w Mil W23201 NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - Afteptunce No 17-L?.! zo z o ..Lo 0 cn 0 M12 - BOTTOM RAIL STIFFENER, 1 LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL o4­1 z W - X M 13 TA-5I-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL - W u z Z Q - Q W M 13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL ch M 14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 0 w o ox 0 z z x M 14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M 16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH (5 F F- 65 M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #lOX3/4#1 PH MAR 5 2018 0o ►� o� 07 N N O M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH •; o o o a) 01 M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4" FH _j :2!Z101 M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M 18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M 19 SCS2000 SILPRUF SEALANT SILICONE GE - ®®®®pd p00 • ° /a ®®®®® N =�� M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL PVC SULLIVAN OR EQUIV. ®® \"`CCU 8� ® u / 4 PER PANEL ® ° ® K, M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL o ®• 92 ° � m .� v M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. o ^ o t M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY S2 - #10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER Q, -� F drawing no. .00 Q®RiW1 0-31 sheet 24 of:2::8:) isei 4.735 5.921- 1.340 1.340 .675 .120 4ft 4.070 070 A I F4-Uf lu I-7 LAAJ .860 847 1.250 .847 .995 ---- 50 .975 .995 .9 5 z 1.250 0 .050 n m ILLUJ m ko 0 1 0 cn (9 z T 3.255 mm Z C4 < 1.184 1.184 3.255 (0 qT- (4 4.250 4.250 (L 0: 00 Lo 0 -.070 j ,- 0 0 O FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) � 0 .070 UJ (4 a I GLAZING BEAD GLAZING BEAD N u LAM. GLASS INSUL. LAM. GLASS W U. .995 D .995 0 M .075 ej () �- .075 -3-1.508 Lj TA 1.186E21 > m 2.600 0 M 0 .070 .070- 2.600 TOP/BOTTOM HORIZ ................ TOP/BOTTOM HORIZ (OPTIONAL) 0 C' jEi J-77 o .725 .664 .640 ..................�111111�11111111 A A 3.000--------------- n,66 5+1 -=3- 0: 000 0 .753 u ---c--.060 3.000- M Z .J 04 TrTy 1.501 It W :5 u. - .995 31 W LO F.070 .070 LL z 0 4.735 v - 0 m -5.921 F 0 W z m w.156Lu 1.4900 FIX. PANEL CLIP A-j FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 1.415 3.000 1.490 1.415 .120 18 04 0) 3.750 2.005- LO 3.750 2.005- to 2.755 EXTERIOR INTERLOCK (OPTIONAL) C) c .070 C> in 0) F.155 125 1.366 (n ft LO cn co 0-11,MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) LO -=C3--2.755- rn u 3.000 1 u 0 ui .265 3.000 jo ui .070 1870 .995. - 125 ry 1.610 L 3.510 �L- F.095095 M -a cn V i 3.572 1 0 =N 0 SILL RISER (OPTIONAL) 1.610 1.870 L LO 1.600 70 1.770 1.415 1.415 N (0 1.770 311, 1 .070 .060 ---c--.060 0 to r) v 3.188 1�72 W LO0) v v C-0 I LL- e--% LO 'W w C) 0 .070 ir LL-� j 9-2 -2.005- 1.255 2.005 .070 -2.005 1.625 < 0 - v Q :�i uJ 2.005 INTERIOR INTERLOCK .582 v 1.255 INTERIOR INTERLOCK (OPTIONAL) OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 995 1.186 2.120 2.005 -.572 w w w INTERIOR TRACK ASTRAGAL m: -r -r cn En V) POCKET HOOK (OPTIONAL) z u .741 0 0 0 0 c: Fn 1 T 1 -.060 1.831 -.625 0 �J: 1.501 W W WCL 0 0 0 2.591 _j Z Z Z < < < < C) W m 3.341 W 0 z 3.750 Q) W 0 0 0 .156 1.920 .062 `0 0 z z z 2.670 3.000 .155 c . .625- 20 7 NN 0� co -0 , r- c� EXTERIOR INTERLOCK .070---- .5 0 0 0 24 .625 0107 -c-1 �- SILL RISER (OPTIONAL) 3.510 SILL COVER OPTIONAL 1.825- 9 ZoDuc r REYWW 870 .125 1.600 1. mg ing 00 cW4 N �i / AI-A <0 1-01 -E#.jr*Cms Date 1.310 go.i0592o �; .� .12 5- 2.005o drawing no.- cMQrR _W 0, Wl 0-31 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL, (OPTIONAL) sheet 25 of 28 j j 1.886 1.375 .510 -a-2.2 7 0 - .125 1.615 .060 128128 . v .128 1.886 . .260 "\ 1.650 .640 " .190 00 .125 L z cn C) ko cv) v Z Q 3.528 uj 00 FRAME HEAD COVER 4 2 1.886 .125 1.485 4.765 .065 CL .774 0 0 0" .j .190 .774 1.330 v -.080 1.621 640 U 0 ul cm T LrT .190 r CL v U. 2.412 0: 1.520 0 1.886-J 060 0 1.347 .344- . a LU > m 0 M 0 2.581 0.62525 It 0 0 A FRAME SILL COVER 0 FEMALE CORNER ADAPTOR (90") FEMALE CORNER ADAPTOR (135-) MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) W1 0 W ------- N .243 Z .5 Uj (0 W 1.375 -1'1 0 0 m A U=,l j z m 1.791 Lu 0) A .060- 1.620 4 LO cr- (0 FRAME JAMB COVER C) C) rn 5.951 .080 1.620 --::)-.725 cn LO cn L 0-IN :s LO .0 65 C-D 0 0 v 125 0 Lu -545 F- .U90-�i!�- 1.620 1.508 m c .065 J = 0 F- C) W NUl) (0 Ir- 3: ro .664 0 .625 LOO Z LL- L0 FRAME JAMB (3 TRACK) 0 FIXED PANEL CLIP LLJ 0 V) 0 L.Li y <0 _j - W w � W = -r Z: V) (f) V) PRODUC r REYMW c FA T 1 m o F- F- F- 0 LLJ Li LLJ CL Z Z Z Aoceptlace Nq V7 Ex z par* to Q) W 0 0 0 1 -0.0 z z z L 4&. C: W 7 .2 0 N 0 -0•> c� --0 L0 0 z (I -j 0 c- co LO 0 MAR 0 5 2018 N6.VZ92 drawing no. OF °° ® � °°� .° ®® w -31 �� 10 YOKAL /1,11110% sheet 26 of 281 7.750 146 c) 7FR4% .080 o 925 .857 1.250 S2 Z cn < UJ (D I CY 0 0 U) 0 M u FRAME HEAD (4 TRACK) 0 m Lj Vq > m .080 0 2.600 ca 0 IZ j N W D LL 0-1-. .753 h_J LL W 0 W LO 0 0 I m MJ W _j Z cl Lu 7.730 W 0) JU FRAME SILL (4 TRACK) (n C> c 1.375 CD LO FRAME TOP CORNER LO 0 4 TRACK SHOWN W 0CID 0 Li x 1.620 U<- c 0 cn co Lo N co 1.620 W 0 SO Z v LO 7.750 (D 0 0 uj 1.620 Lv .080 S2 .095 1.620 ui ui ui (n cn V) z v 0 m 0 0 C (A 0 j�; M0-DVC f itEVW�W W ui ui CL .625 "Wplying wim o", Z ZZ U"ng cade. i i m< Aacept&ace N. uJ z NLLJ 0 0 0 FRAME JAMB (4 TRACK) jig te -010 z z z >1 W r-,r- 00 r, N N 0 r- 10101— 0 (1) 0 J z 0 c*4 00 Ni's uj 0j" Nm7*2 2, J L- c All�OF drawing no. o 0, Wl 0-31 FRAME BOTTOM CORNER 1 0 4 TRACK SHOWN sheet 27 of 28 j S2 S2 S2 0 ko Z co N W (D I cq M 0 0 0 -j m W cl W 0 m UJ TI 0 0 IL 0 vq Z Z J cy Lf) uj =5 LL. a LL LAA (1) 0 1 :6 0 m MJ q q Z M ul j W 0) ------------ LO FRAME TOP CORNER FRAME TOP CORNER U (0 c 3 TRACK SHOWN 2 TRACK SHOWN C) PANEL TOP BOTTOM CORNER LO MITERED BEAD CORNER (TYPICAL) co pl-% L- LI) CD 0 0 V) 0 Li C) L.1i L.L S2 V) -E 0 C) co N (0 z � �J n OC LL- 0 C) 0 w U < S2 c— S2 -r z 0 0 0 0 0 F- F- F- o / - 4-0 Lli LLJ Lli CL (5 C-D CD / ' L-I Z <Z Z < < < Q) z W 0 0 0 0 Z Z Z / Uj co r r o0 N N 0 r N > 0 Q) PANEL TOP/BOTTOM CORNER 0 REV19M SQUARE BEAD CORNER (OPTIONAL) "'awUlAyieg witil the. U",69 C ada A ic�No 17--12.,t 04 00 *- nkd".Date oo GE 2d FRAME BOTTOM CORNER FRAME BOTTOM CORNER 0592 3 TRACK SHOWN 2 TRACK SHOWN COW" r 20180 TATE ,-0 .0 drawing no. S OF ®� °°°tee®��®�° �o ®® °° ° Wl 0-31 //qj/0#YAL I sheet 9 2�8 11 lilt%%\ —8 of MIAMI-ED DE MIAMI-DADS COUNTY E M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mfamldade.2ov/economy CGI Windows and Doors,Inc. 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 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. t ( NOA No. 17-1018.08 MIAMbDADE COUNTY ((1(J� Expiration Date: September 22,2020 +y Approval Date: December 21,2017 121 � f Pagel CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.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(R insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont`Butacite" PVB interlayer, Duraseal(k and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(T 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) ManuelP ez,� .E. Product Control xa iner NOA No. 1 -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E- 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and 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 ButaciteR 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. `' l/ f 4- Manue er ,P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03,titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas* (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 511 Edition (2014),with FBC 6th Edition (2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows &Doors for their Series "Sentinel 110"Aluminum Single Hung Window- L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re ,P.E. Product Control Examiner miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8" 52 1/8" 52 1/8" ( \ 5 FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 47 7/16" 47 7/16" 47 7/16" o D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Z y"` m 3 20 9/16" (SURFACE APPLIED) 20 9/16" (SURFACE APPLIED) 20 9/16" G h M z 6" MAX. MAX. 'k* OPTIONAL 5 1/2" MAX MAX ** OPTIONAL 5 1/2" MAX. MAX. ** Z tv ¢ HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL Q 2 Z NjL a CORNERS 4 CORNERS 61 CORNERS O O `o 0 W C N d � N II li w w w Q p y n D II II F- nn v I v BII II y7 W I II W 1 mm p p 7 0 O c; J B o Ir pN0 I jLLp W N W N _ o O z r � rY ry Q W 07 � F Z II li II b it II 0 / II m s ro < w O op w II // II \ > h H M O M O -----I"I-- .N-___- r F Nl O -----1'I'-- - -1"I----- X - M Z n ¢ N r7 Z _i II ¢ to > m II m j p II II m II II m U M C II II ¢ C1 II II < CZ II II 4 C N II 4 n 6 I I a 7 t n o u^> L O _ O O W N X Of 47 7/16" m �Z 47 7/16" m w 47 7/1s" m w U) a w FALSE MUNTINS D_ D.L.O. (VENT) <o D.L.O. (VENT) \ <� (SURFACE APPLIED) D.L.O. (VENT) ¢� ¢ "6 N 00 \ �0 o O =No 50 1/4" 50 1/4" �n 50 1/4" u� 3 LO VENT WIDTH VENT WIDTH VENT WIDTH w z O rn FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME Z c z � o SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW N o �• o" TYPICAL ELEVATION O a w DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CD CHARTS SHOWN ON SHEET 2. N O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS w 4 OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY E n APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS m o ^ >k>k o g IN BETWEEN. CENTER ANCHOR REQUIRED WHEN m o 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" u a WILL APPLY TO ENTIRE SYSTEM. o a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASSm 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE LARGE, MISSILE IMPACT oDESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS mTO THE BUILDING STRUCTURE. - ,SMALL MISSILE IMPACT > ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE V®1Jjilllll//®/ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ��°a�i\D AHAAAf. ®®,s a a ✓i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. >� ��°°®,®CBA1 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ®_ o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT _® M 70592 m •• a ,o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE P R•DUCF REVAS REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. :%s sFtF;4gf4 D�lO with 4 °�bxkb m THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1 � %� ° : �® Aseeptxssuce Ficc " OI drawing no. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY %® ATB®P • �9e 9 t'°,;c Ova Goa °. 0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR - ��'-.T13T° ® °• ( P .°° �® WATER INFILTRATION RESISTANCE ETC. was A�� ®�)®• ����® � Wl 0-03 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ''� �7i 0� 0� AND TO BE REVIEWED BY BUILDING OFFICIAL. dc Prixkci Oc \�� sheet 1 of 9 EQUAL WINDOWS UNEQUAL WINDOWS c� DESIGN LOADD CAPACITY CAPACITY- PSF DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bi' ® of WIDTH HEIGHT WIDTH HEIGHT EXL(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 3 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 Z m 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 O Z M N C 37" 26" 36" 25" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 70-5/8" 75.0 75.0 80.0 85.0 I Z N 1 49" 48" 75.0 75.0 80.0 85.0 31" 30" 63-5/8" 75.0 75.0 80.0 85.0 ¢ U 10 O O M U 53-1/8. 52-1/8" 75.0 75.0 80.0 85.0 33" 85" 32" 84" 60" 75.0 75.0 80.0 85.0 �_ 0 W N 79-t/8° 18-1/8" 75.0 75.0 80.0 85.0 37" 36" 53-1/2" 75.0 75.0 80.0 85.0 a W tx� 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 43" 1 1 42' 45-1/4" 75.0 75.0 80.0 85.0 37" 38-3/8" 36" 37-3/8" 75.0 75.0 1 80.0 85.0 0 v > L 49" 48" 75.0 75.0 80.0 85.0 0 0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 w F v � X o WIDTH co U c� 0 0. 0 Q .i 79-i/8" 18-t/8" 75.0 75.0 80.0 85.0 g m J O 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 Z 0 N 37" 50-5/8" 36" 49-5/8" 75.0 75.0 80.0 85.0 ILfn_n-� Q W 7 W N w Ul _ o 49" 48" 75.0 75.0 80.0 85.0 Z M 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 / Z M Q w 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 F % Q W Ol H 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 0 37" 63" 36" 62" 75.0 75.0 80.0 85.0 x w 49. 48" 75.0 75.0 80.0 85.0 alo uj N 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 m m 19-1/e' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 C ,m 37" 76" 36" 75' 75.0 75.0 80.0 85.0 3 49" 48" 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) 3 i M 53-1/5" 52-1/8" 75.0 75.0 80.0 85.0 = O F X 19-1/8" 18-1/8" E 75.0 80.0 85.0 p W 2fi-1/2" 25-1/2" 75.0 80.0 85.0 Ucn 37" 85" 36" 84" 75.0 80.0 85.0 ¢ C46-1/2" 45-1/2" 75.0 80.0 85.0 NP' BUCK DIMS Yz" TYP. o O 2 N O N n J 0 N M w z z WIDTH FLANGE FRAME o _ N _ O FLANGE DIMS O Q w w U : BUCK DIMS Nis x O F U r lnn�llV � W m O EQUAL LEG FRAME w 4 c = o U i ci � G N U ¢ o U o a n d 2 O z p BUCK DIMS EQUAL LITES m o 0 0 0 FIN FRAME i®e\\IVIAI�BMgI®®' O BUCK DIMS ® �,v o.A 592 T NOTE: AscolnpFymg ails thgfi wwa' GLASS CAPACITIES ON THIS SHEET ARE a&nr FWD.` Ole, drawing no. FLANGE ADAPTOR FRAME TOTE®F �e g BASED ON ASTM E1300-09 (3 SEC. GUSTS) Fxpiraawra a=eZD AND FLORIDA BUILDING COMMISSION _ r (®RID DECLARATORY STATEMENT DCA05-DEC-219 FLANGE DIMS ','s, �.... �p® W10-03 hi3 zr�r. esA-flrodustI 7®®jB V�'I°G�Ih leee\ \ sheet 2 of 9 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS M .075" Interlayer .075" Interlayer I Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ^ q 3 OR OR Z h .090" Interlayer .090" Interlayer 0 Z M W a Saflex Clear And Color Glass Saflex Clear And Color Glass F lu By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q a o_ OR OR C NN o .090" Interlayer .090" Interlayer ° O W M U SentryGlas SentryGlas d > N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' LLI C F OR OR C t N M .090" Interlayer .090" Interlayer r Trosifol PVB Trosifol PVB v p W By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q' M o O F 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Z m Z m iV C Z � N N SILICONE N SILICONE Q w :) a Ry s Mt . . GE 1200 _ g M1 GE 1200 Z M _ 0 DOW CORNING 899 co -! it DOW CORNING 899 — 0 C j .I l DOW CORNING 995I 1 DOW CORNING 995 Z W — w a LU 0) O 0 0 W E8 W E8 Y. M4 AT 1/4 POINTS ON LITES k M4 AT 1/4 POINTS ON LITES W WIDER THAN 36" W WIDER THAN 36" 0 rn _ u GLASS TYPE 'A' GLASS TYPE 'B' o 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS i (L.M.I & S.M.I.) N 0 w LJ 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS ¢ "O N .075" Interlayer .075" Interlayer to r N Saflex CP With PET Core Saflex CP With PET Core cv �o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR z -0 3 N .090" Interlayer .090" Interlayer z C Z Saflex Clear And Color Glass Saflex Clear And Color Glass V) o 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o = OR OR w 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE .090" Interlayer w U o SentryGlas SentryGlas u7 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 1/8" ANN, GLASS OR OR �, o .090" Interlayer 1/8" HEAT STREN'D GLASS .090" Interlayer m w m Trosifol PVB Trosifol PVB o LL o n By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS > w m SILICONE m SILICONE a z m GE 1200 m GE 1200 N DOW CORNING 899 DOW CORNING 899 N Mi 'I 'I jl DOW CORNING 995 N M1 :i 'I jl DOW CORNING 995 PRODUCT RENgSEt'D \ \ as cc,mpiykg with the Milk 0 pM p N XL EDGE SPACER 'I -I XL EDGE SPACER 8;:iid:a.g li li Ij ST. STEEL BY 'CARDINAL' !I II ST. STEEL BY 'CARDINAL' -Arcet.t&l eNo " Df •D � p OR OR Exr�irataonI ate e a m o a0 DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' .. OR OR E9 SUPER SPACER BY 'QUANEX' E9 SUPER SPACER BY 'QUANEX' .i„y:xi ),ede Product °° Q��. � � '�B N it W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES o _® ®.7 592 m a a GLASS TYPE 'Al' GLASS TYPE `B1' e c m o t 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS — gyp �m u (L.M.I ONLY) ® 5448®R 0® e drawing no. (S.M.I.) ° °••°<®Ra®�.• °�o�� W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ®A�si/�°�� ��°°° EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. //g69I19g!\\\ sheet 3 of 9 TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME y.0 SE ELEV. 1BY FR SPACING METAL of WOOD BUCK a LEDGEDUISCTT E d n. .a d a 'n. . OD d a .°drEDGE.8D. IST. - xQTYPICAL ANCHORS Z F __________ __ __ _ l b[SEE ELEV. m ? r — I 0 Z M Q a < NFOR SPACING O z MIAMI—DADE COUNTY APPROVED I H w I \ o N - ED MULLION & MULLION ANCHORS I I Q $ Z n o DIST. SEE SEPARATE NOA i a0 p ` 0 0 mN \ I EDGE DIST. 0. > w x O 1 El E8 .. . --- x =O o ap m a Mz 0 11. .11 !I !I TYPICAL ANCHORS TYPICAL ANCHORS 0 tj II II S5 SEE ELEV. SEE ELEV. Q; Z O N jl jl FOR SPACING FOR SPACING Q w > LL I O o Z d M9 jrs °m I ¢ O 0 2 3/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w M o � y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ui li Ij SWEEP LOCK 2 3/8" MIN. 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) it i1 1 OPTIONAL TO _j = rn E8 EGRESS LOCK I I 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)I[LLLm AT SILL ` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m ` N 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O _ THRU 1 BY BUCKS INTO CONC. OR BLOCKS ______ :i p0 w ` 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) E4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a 0In O WHEN USED THE MIN. WOOD BUCK o 0 MN o DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS N LO W DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 [� Mi !il 41 PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) -00 z �W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N O 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS Q J w w OR w 0 :5 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z w (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 a ' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) m 0 li II 1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) E "a z II it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g = N w I! I m o n o TYPICAL EDGE DISTANCE a F w S4 ' 1 INTO CONCRETE AND MASONRY = 2" MIN. p z Mz3 INTO WOOD STRUCTURE = 1" MIN. M1 INTO METAL STRUCTURE = 3/4" MIN. E6 rri o � � r f WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. M9 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. .N g g o 0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 m o 2 M 14 �:?CSfai3C7 S�..S'%5F.a3 l l l l I ancc No ^ �.® \® �'� BEV$,, /B N a ��* 0 592 ° TYPICAL ANCHORS m ° �� 0 ° EDGE DIST°`t. .v \ n a . . �® o a SEE ELEV. ® VATB OF �Rge drawing no. TYPICAL ANCHORS FOR SPACING i v. SEE ELEV. r °° °fpR9®�.° �O W10-03 WOOD BUCK FOR SPACING �7s ✓a�O�` L ®iaalimtla sheet 4 of y 1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS 0 O Z n % TYPICAL ANCHORS TYPICAL ANCHORS O F- (9 a SEE ELEV. 1 2 S6 SS SEE ELEV. F FOR SPACING 1 M9 FOR SPACING Q w Z N a FLANGE ADAPTOR FRAME C W N � M 0 MCI METALSTRUCTURE - 1' V4" v 0 ui el _ w - - - - - - - _- - - 0 LIr pc Ill Z O N A W � _ i W 1BY A Vi' O 2 m EXTERIOR WOOD BUCKS =-- J a j 13 Q D.L. OPG. ¢ d E1 Ili III O wm � II II 0 1/4" MAX. BUCK WIDTH 1/4" MAX. SHIMS SHIMS II II TYPICAL ANCHORS O SEE ELEV TYPICAL ANCHORS . FOR SPACING SEE ELEV. j = O a o, FOR SPACING vi 0 w �- N Q O S o � N o 1 4�4... ON Lo p � W 3po 0 M Y WOOD BU Z -a .,o OR a WOOD STRUCTUR o E260 1BY .w 70 w CJ O� F WOOD BUCKS � m m s LL n MIAMI-DADE COUNTY o g APPROVED MULLION mow & MULLION ANCHORS 1/2" TYP. - m U a w r SEE SEPARATE NOA E m < o BUCK WIDTH BUCK WIDTH m a z INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. I I m o 0 0 0 2s cn,rAying wilhdW FkAka �(�1�8 qM'® + :. :. .: -.. ya atA!8�3EY, . ✓U L4' 0\ i \,®CENS� b1F F.r 's=. o T a u O 10 €®F °0/�29�® Irawi0 #14 X 1" FH. SMS. %®��° •�®B9®�" •°°���� W10-03 lip�9Q°�',���e®` sheet 5 of g TYPICAL ANCHORS STRUCTURE EQUAL LEG FRAME SEE ELEV. 1BY FOR SPACING Y w of WOOD BUCK TYPICAL ANCHORS 1=- F___ ______________ _ o SEE ELEV. m ? 1 i__ - W 3 a .n Q v n e e 'a " 'EDGEa DIST. m MIAMI-DADE COUNTY APPROVED 1 Z a a d," a. ?• a d ' n a. m 2 FOR SPACING 3 N \ EDGE MULLION & MULLION ANCHORS 11 O w M N.. i I SEE SEPARATE NOA 1 GE DIST. o T. a N 1 H m I ., 11 11 (L Z q d m 3 1 1 EDGE DIST. a 1 c N p .. 11 00 M U LL-------- 1 ________�J a W O t N n ES !II i N TYPICAL ANCHORS TYPICAL ANCHORS Q' ¢ M o J �I M2 SEE ELEV. SEE ELEV. Q p° a 0 ,♦ 1j 1j FOR SPACING FOR SPACING 0 II it SS TYPICAL ANCHORS � (n 0 N MIAMI-DADE COUNTY � z w jl jl SEE ELEV. w m u, N APPROVED MULLION w jl .1 FOR SPACING & MULLION ANCHORS z N - S 0 1II ii M9 1/4" MAX. SEE SEPARATE NOA ,j 0 (D Q j BUCK WIDTH BUCK WIDTH BUCK WIDTH Q w m � H _i SHIMS ii ii � D 1 � !II I; II SWEEP LOCK it it 1 OPTIONAL TO ES EGRESS LOCK AT SILL — ® O = ow X O U N Q C "a Y Lc) W N 3 M m H14 Xt" FH. SMS. w M ro W N o - j Ill CD p Q W w w U : F a i i z EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES12 a WITHOUT THE NEED OF A WOOD BUCK. o t m o jj jj i omx ,. U 4 z 11 II 2 3/8" MIN. Ul U a r 4 N S4 M23 E6 I 2 3/. 8" MIN. TYPICAL ANCHORS SEE SPAC - \ ;O�@,Ca REV- Ed3 FOR SPACING � o a m c> o Odm-Cod WWI§?ie f 1VB 90dB C 1 ce` Nopp AH �'% E2 \� xPera[azs§a!)ate `a�`��.• ®CD.PdS¢••ga�,'ie N p11 o N Dade L'romducY CeYa _® No 0592 � n WHEN USED THE MIN. WOOD BUCK - v DEPTH SHALL BE 2%". THE USE OF o o t ° DEEPER OR BEVELED WOODBUCKS IS °. EDGE DIS ^ EECALeANtHORS V. PERMITTED. ®� �® ° 84AY8®R �92 drawing no. 1BY FOR SPACING s 0�6®�;.•°• ��; ZZ WOOD BUCK °>'� '®•.•• '��wa W1Q'�J ' �®�/���1�\� sheet 6 of 9 CD TYPICAL ANCHORSLtT�T �D���{E U M 1' lIV lb 1Vl U ILLUSTRATIVE DTLS. ONLY /R p EXT. OR INT. FINISHES E11 FOR SPACING �Y o NOT BY CGI Z Go % Qw MN HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q IL q N o NOT BY CGI O w N` ro O8 SMS (GRADE 2 CRS) 11 N A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: C L BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 U 0i I� li 0 CAULKING 0 m D �1 II M2 C G. G . G a d III III S5 O N Np II Q W > IL a �I II M9 J ems m Q i O Qwm � r J m 0 Qi II II II II � II Ij Ij SWEEP LOCK I II II 1 OPTIONAL TO v C EB EGRESS LOCK — AT SILL o L O WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4 NOT BY CGI MAX. = O w a O ES GAP GAP 0 LU w F- E4 1/2" MIN. 1/2" MIN. �zU) 0 =N r 0-0 D2 O_NIw o�MN O BACKBED U O Q i CAULKING w U z N z I� II z O > U N G a of o T N Qo 54 z z M1 I HOUSE WRAP E6 NOT BY CGI vi o e r G O j E3 Es EXTERIOR m m m a m M9 D.L. OPG. a o 0 0 0 2 � ¢ m o o M14 BACKBED is cc,e,*piysr. w.+a&3:L4 ®\\1Y9109 B/y0 O CAULKING E2 ep. see Abl -( \vv ' N \ HOUSE ® Nc.7 B2 a o NOT BY CRAP z :_de Perducf CrcaS�=u(', v a e GI 4ATR OF drawl Ell TYPICAL ANCHORS i®' ° L )R9®�°°" 0�� W10-03 FOR SPACING ',,�® I ��o p N sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V U El CGI-100 1 FRAME HEAD 6063-T6 - o E2 CGI-101 1 FRAME SILL 6063-T6 - A� E3 CGI-102 2 FRAME JAMB 6063-T6 - Z r j E4 CGI-103 1 MEETING RAIL 6063-T6 - C 2 e4 N E5 CGI-104 1 LOCK RAIL 6063-T6 - Q Lu 2 n I E6 CGI-105 1 HANDLE RAIL 6063-T6 - a o O: OO ° 0 U E7 CGI-106 2 SASH RAIL 6063-T6 - 0 w N amxC E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - I Lu C F LL E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063-T5 - C U N M E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - V O r ow E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - cr � C c E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 IL C 0 E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - O N N p E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q W n LL N LL Lu 0 E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 EO a f7 f0 Q Z (1) M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - 0 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. cO M M10 - 2/ WDW. BLOCK/TACKLE BALANCE - SSI OR EQUIV. C °' _ n M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 0 M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M p= -i M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. K M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M N M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O =N o M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. w 0 M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. n � — M o M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV w O g M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w U S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - U S4 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW m G m o SS - 2/ WDW. # 8 X 1" LG, FH. SMS. ST/ST. SPIRAL B. ASSEMBLY S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK - z o U u Q x Q y Uj o e n r 0 rn ro m � m j o 0 0 0 ®11V19 tzr 3I eee\ p&P AH4f toes o 171-601 .� e ��?°•• tc�Ns�°°��,® ®® o _„p.r}tirn Dme I s N \ ®59a TATBO(= ��e drawing no. W1 0-03 /ts "0NAL �eee ®"IIIIIIWN sheet 8 of 9 '.. � 2s05 2s057 0 �� oss U U ss im� o S2 0 � Z Mai 1.745 .811 -LU .811 1.550 1.680 0 0 F- M z .745 LT065HI -�- 1.245 z a < TYR .745 .065 ,{ 8 _ F w Z t�v 1 - .050 L !� O �j) cq U I1.015 1.015P- 1.395 �� w x Q 872 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER O W ti v p > m 1.583 1.583 1.007 a IL 0 ro °o O COD ei .745 �. Z N .oss os5 LL z y LL c nP. NP. oss p $ m 2.113 TYP. J z m 3.175 1.368 W m - w 3.175 1.015 Qwm � ~ 3.s75 1 4zs VENT TOP CORNER 0 429 - 220 \ 500 000 F_ O g 500 IIII Ea MEETING RAIL c O F= -2.505� FRAME TOP CORNER � 2.505 1.220 /may 0 Ei4 FLANGE FRAME SILL E2 FLUSH FRAME SILL vi t0 w 4 .500 O 1.301 1.301 1.043 a "O v1 1.788 o O H r rn 065 S2 zo NP N M 065 F .065 0 TYP. nP rnn 2.440 2.440 1.015 Zo ro O 85 LOCK RAIL w � 1.015 1.015 FRAME BOTTOM CORNER w C) VENT BOTTOM CORNER N O 2.195 .745 .745 m m 2.846 L 2.3464 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o w 1.892 z .065 �'490 .1 1.043 Ty?. o a o a z z o .705050 N .705P. .050 nP. o a n r y _ �I 1.015 S2 c m 2 O N �I .864 .864 k- Es N HAND RAIL <Jt JL"t x "v 9ED � ° a m o 0 ES E9 - c�M,�YMg WWI r$ r. 4- 4IE 909 5�16" GLAZING BEAD .700° GLAZING BEAD 'mwmg 0 � D.A�4f , ji 1.449 p-1.395 7 �.180 .7445 � 1450 .180 1"y Ni;,,Dade}r - ' e_®® ° /rN�i tt.70592 � 1.ozs .oso oso os .065 1.413 S E®P pl�®®® ®_ ct drawing no. M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 810 FLANGE ADAPTOR ///®/ �jgt���`\e sheet 9 of 9 MIAMI ACE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv CGI Windows and Doors,Inc. 10100 NW 25' Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade-County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: 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 G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 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. NOA No. 17-0918.07 M1AMboAn'e COUNTY Expiration Date: September 22,2020 P P ( /� � t Approval Date: November 22,2017 f( f Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No10-0510.13) 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 04110115, 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 interiayer, 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 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(t and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Press-are 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. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No.10-0510.13) y / anuel PIWez P.E. Product Control Exa iner NOA No. 7- 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 & Co.,Inc. for their "DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. 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. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No.14-0731.05) 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 CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perez Product Control Exam r NOA No. 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6t' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved on- 6/25/15 and expiring on 09/22/20. ti C Manuel Pere ,P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49" 48" 49" U p FLANGE WIDTH BUCK WIDTH FLANGE WIDTH N D.L. oPc. D TYPICAL ELEVATIONS o D.L. OPG. < 0 .L OPG. p 6" MAX. 18" MAX. Ia. Z n HEAD/SILL A 3 SHORTER \ �U Al Cj lg' p O i o-�i CORNERS SIDES S gIR OGR m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, Of SIOF H Q TO FLANGE AND FLUSH FRAMES. _ a a Q p SEE SHEET 1.1 FOR FIN FRAMES. Q' O p�, o op mCq OWN IL N it Ii IIL OI- In il h it II a mw I I I I I o I I V O L m II II II II II Q' K �O OD C u u C1 H 11 11 11 11 11 110 u u II II O IL — IL_____ _-- --- II _____ Is I___- ___r 11 -____11__-- 96' O o IL_rr____ sri_____ rr y 0 BUCK HEIGHT Qr, O 0 0 C3 If / 11 ii /, ii ii /. ii w n n it j� it ii j� it X D.L. OPG. J Z C E a I �+ d I I I a w N U' 10 Q, -1 rO ____JL__•�_11_____ �p 2 O _____IL__�_1L____ O ____JL__�_1L____ z� Q W 0 rL iw- w �r_____Tr____ �I w _ Ir____-ll-____ z o II II j p H 11 z W 11 If CG I 11 m u ° X ii ii Fy o II - II a wN II II a w✓� ,T_____,.I___ Zo _ —, �_ T-----T ___ z� -------� II II ON II II j� ON II II II II II m II J 11 if J II I II Il II If II II O II 11 Ili/ II II z i o _-IF---___-41-- --44------ itII o J II II JL/ II II O F- �! I� iI Ii II 11 m O W B 83 9 n II u n w C ¢ O =Np FALSE MUNTINS y N 18" MAX. 6" MAX. 18" MAX. 6" MAX. 17" MAX. a (SURFACE APPLIED) w p ro n OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES DAYLITE OPENINGS: SIDES z 'O Z ^ EQUAL LEG FRAME N § o= D.L.O. HEIGHT = BUCK HEIGHT — 3.00" ti o SERIES 130 SENTINEL ALUMINUM FIXED WINDOW D.L.O. WIDTH = BUCK WIDTH - 3.00" 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER pW—WIDTH v L) o CHARTS SHOWN ON SHEET 2. WINDOW 1 WIDTH 1 WINDOW 1 1 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS = r OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY = I = = = w w m m w m APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Z Z .. w i w i w 30 J %� J %/ .J i/ O F N LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL � � -� z_ WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE L J L x x REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W�__WIDTH� LAM. GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ( 1 INSULATING LAM.GLAS+S+ iBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE z _ _ _ F LAR,UL', MISSILE IMPACT { DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 i 3 ji 3 ii w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE J L� 3 /% \�%j%Iilll�ln///7 c o o w LL o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 00 C �� ® b�iP/j nip ���QQi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 ( `"-� 4 � � `�� ��:•• CENSF•'• '�i o •11 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. L J MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .7 OS - 'o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED = = o a as complying with the Florida - _ 2 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, SHUTTERS ARE NOT REQUIRED. Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.07 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® AYE OF �/4 drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Expiration Date 09 12020 - ���a ORTDa.•'• ®�� WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �i'�e�. �� W� O-OZ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. By �A�1���� sheet 1 of 6 AND TO BE REVIEWED BY BUILDING OFFICIAL Miami Dade Product Con>tr 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS M o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�"M,qk 75e " N CORNERS SIDES tO o S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q f maz 00` 0 8 0 a � n Is U X n y W G it It it II a mw .I li iY FO <z ------ _ O ij y M II II II II io '� II II p> M II II II II II II a M 0 ' II II II II II II Ic z o II a II u u u paOo *+ C2 --=IIILII _-_/__ 1II1II iItI / IIIII IIIIII / IIIIII O --_- -__ L------ 96" r-----= ------ --_ti------rr--- BUCK WIDTH Q N NW Nz o n LL p D.L OPG. li O E .M. w ____JL__�_1L__-_ �p x O _---JL__ _11_____ m = O _____Il- o -•�-1L_--_ caw Q W 01 _-_-_ f II Y , ___-_II_----ii____ /Ss ^ O o II II j o II II o II II rn CG m m I I m cli -_ _11____-_0.--__ Ow _-_}1___---4____ ----Ir-----Tr--- -o --Ir-----Tr--- -o --Ir-----71---- u o u n v n u c m u n u c ====1r=-=--— o II II II II II It w a II II II II I I I I = O II II ��ji II q i o -II----- 11 I-- - II II II II II JL/_-_I II o O w B2 II II II w of � C Q =N o iD N FALSE MUNTINS 6" MAX. 16" MAX. 3 N m 16" MAX. 6" MAX. I 16" MAX. CORNERS STRAIGHT z 3 M (SURFACE APPLIED) f� � w O OPTIONAL STRAIGHT HEAD SILL STRAIGHT SIDES CORNERS SIDES SIDES o if U w p 4 , N U p_ � iL FIN FRAMES rii C.i U Ci U S S m 2 in fn c � n ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES o F S € $ 0 0 F i w i w NU U Q U Q o o n o a z z � z � c 0 O N O N O O UI N O n Y rtl st PRODUCT REVISED \,1cEuse as complying with the Florida e Building Code o. NOA-No. 17-0918.07 Expiration Date 09/22 020 TATE OF crowing no. gy / i 4'�� f /� . 'rCOR1Ol`.•' �A/ rf B a I- ade Product ontro�' /�j/�� ®• �� VY —QG DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W U v FLANGE DIMS, B I.BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' FLANGE DIMS. BUCK DIMS. GLASS TYPES `C'&'C I' GLASS TYPES 'D'&'D ' �� o WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) W.(+) 1NT.(-) o 24' 23' SGO 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 Z j 30' 29' 80.0 80.0 80.0 60.0 30' 29" 80.0 80.0 80.0 80.0 L 0 1.- m z 114" 113" i Z `7 �j < 36" 35' 80.0 80.0 80.0 80.0 36" 35" 73.0 73.0 80.0 80.0 j/ 1' LU N a 42^ 36" 41' 35° 80.0 80.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 Q CL o 48' 47" 80.0 60.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 0 w N` ,a O 54" 53' 80.0 80.0 80.0 80.0 30' 120" 29" 119" 80.0 80.0 80.0 80.0 60" 59' 80.0 80.0 80.0 80.0 36• 35' 72.4 72.4 80.0 80.0 p In 61' 1 1 60" 1 80.0 80.0 80.0 50.0 3 1 38" 1 1 65.9 65.9 80.0 80.0 24° 23" 80.0 80.0 80.0 8C.0 24" 23" 80.0 80.0 80.0 80.0 ATE 0' 0 M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 30. 29" 80.0 80.0 80.0 80.0 30^ 121" 29" 120" 80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 a' o < A36" 35" 80.0 80.0 80.0 80.0 36° 35" 72.3 72.3 80.0 80.0 0 CAN O 42' 48" 41" 47" 70.2 70.2 80.0 80.0 39" 38' 653 65.8 80.0 80.0 a W j LL 48" 47" 61.3 61.3 80.0 80.0 {L Z 54" 53" 61.3 61.3 B0.0 80.0 " 7YP. BUCK DIMS Xz" IYP. �j 0 (D Q j 60" 59" 61.3 61Z 8D.0 80.0 a W T L ~ 61. 60" 61-3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' FLANGE FRAME 30" 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1 NT.(-) u 35" 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _I FLANGE DIMS � U �I 42" 60" 41' S9. 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 3 ; 48" 47' 61.3 61.3 80.0 80.0 37" 26" 36" 25" 80.0 80.0 80.0 80.0 BUCK DIMS z vi 54" 53' 54.3 54.3 72.5 72.5 48' 47" 80.0 8C.0 80.0 80.0 O 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 50.0 80.0 80.00 LLI ~ 61" 1 60" 48.6 48.8 65.1 65.1 61' 60" 80.D 80.0 80.0 80.0 25 d LLJ 24" 23" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 : N EQUAL LEG FRAME 30" 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 '¢ O = N o 36' 35" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 W N - 35-3/8" 37-3/8" 3 N 'j 42" 72. 41" 7t. 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS w O r) 48" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 z C '�• iD z � Z tJi 54 53" 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 80.0 80.0 y ?� 0 _ o 60" 59' 48.6 48.8 65.1 55.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _ 0¢ " 61" 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/Y' 80.0 eo.o eo.o eo.a _+ FIN FRAME N U 24' 23' 80.0 80.0 80.0 80.0 37" 50-5/8" 36" 80.0 80.D 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 48" 47' 49-5/8" 61.3 61.3 80.0 80.0 BUCK DIMS 36' 35' 78.2 78.2 80.0 80.0 53-1/8" 52-1/8" 58.0 58.0 77.4 1 77.4 42" 84. 41' 83" 70.0 70.0 80.0. 80.0 61" 60' 58.0 58.0 77.4 77.4 w m w LL 48" 47" 61.3 61.3 B0.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 FLANGE ADAPTOR FRAME 54" 53' 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 oar N ? n 56' 55" 52.4 52.4 69.8 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 F -FLANGE DIMS- 24" 23" 80.0 80.0 80.0 $0.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 `o `" w U Q U Q 30" 29" 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 0 o o a o a 63' 62" NOTE: s ' 36" 97. 35" 96" 75.6 75.6 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE 42^ 41' 65.2 65.2 eo.o 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) y '18. 47" 60.6 60.6 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION o O N N N 49' 48' 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 1 DECLARATORY STATEMENT DCA05-DEC-219 F' o ^o 0 0 .: 24" 23" 80.0 60.0 80.0 8C.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.D \\\\\111111111j w LL o 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 ��\��D 6��p1." A7i� 36' 102• 35" 101" 74.6 74.6 80.0 50.0 37" 36" 78.9 78.9 80.0 80'0 ')�� �� �'; • . 76' 75" C,�� `I ��.d �. • �\CENSF'••.,42" 41" 65.7 65.7 80.0 80.0 48" 47' 51.3 61.3 80.0 80.0 46" 45" 59.3 59.3 80.0 80.0 53-1/8" 52-1/a. 552 55Z 73.7 73.7 PRODUCT REVISED - .70592 as complying with the Florida 24" 23" 80.0 80.0 B0.0 80.0 61" 60` 48.0 48.0 64.0 64.0 Building Code 30" 29' 80.0 80.0 50.0 80.0 NOA-No. 17-0918.07 0 36" 108" 35" 107' 73.8 73.8 80.0 80.0 �4I� Ld;alwi�n9 L ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 TATE OF '1 no. 42" 41" 62.4 62.4 80.0 80.0 Expirati n Date 09/2, 2020 44" 43 59.1 59.1 80.0 80.0 By 77// 0�A[L, Miami ade roduct ntrPe /glipjjll\\ sheet 2 of 6 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS U .075" Interlayer .075" Interlayer Ai o Saflex CP With PET Core Saflex CP With PET Core I 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR z m j .090" Interlayer .090" Interlayer 0 rr b Z Saflex Clear And Color Glass Saflex Clear And Color Glass Z °j N By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' n a OR OR IL :2 .090" Interlayer .090" Interlayer OJ o` m Ov SentryGlas SentryGlas 0 W N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' IL OR OR 0; 0 O u. 090" Interlayer 090" Interlayer 0 in Trosifol PVB Trosifol PVB LaIi By 'kuraray America, Inc.' By 'kuraray America, Inc.' 0'Q >M M w 3/16" HEAT STREN'D GLASS w 3/16" HEAT STREN'D GLASS 0 IL 0 r M M N m m IXO M ! I! SILICONE vNi ! I! SILICONE Q W D a o .. S Z 1 j! GE 1200 a s 1 i! GE 1200 IL O K m \ E3 ! DOW CORNING 899 \ E3 ! DOW CORNING 899 J 0 N 4 .1n u zM - DOW CORNING 995 DOW CORNING 995 w Q w M f J- 1IT" E 1/4 POINTS ON LtTES W� MS AT 1/4 POINTS ON LITES 3WIR THAN 36" k WIDER THAN 36" o0 W W z_ ai 0 GLASS TYPE 'C' GLASS TYPE `D' 3 O 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS x po w (L.M.I. & S.M.I.) Ld 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS = C O 2 N o .075" Interlayer .075" Interlayer M M ` n Saflex CP With PET Core Saflex CP With PET Core f 3 N o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' z .D OR OR o .090" Interlayer .090" Interlayer w C Z Saflex Clear And Color Glass Saflex Clear And Color Glass N O O a N O By 'Eastman Chemical Co.' By 'Eastman Chemical Co: SILICONE w fk GE 1200 L Q 3/8" AIR SPACE OR 3/8" AIR SPACE DR t O U .090" Interlayer .090" Interlayer z m a DOW CORNING 899 ti SentryGlas SentryGlas g m L-7 ii �I DOW CORNING 995 3/16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' HI .II OR OR 11 !1 .090" Interlayer 3/16" HEAT STREN'D GLASS _ .090" Interlayer M it li ii Trosifol PVB Trosifol PVB !! I! !! w w m m By 'kuraray America, Inc.' By 'kuraray America, Inc.' M4 j� ❑ N 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS o w w o 0 d d SILICONEGE 200 G < a w SILICONE SILICONE DOW CORNING1899 '0 V a5 It z an GE 7200 z m GE 1200 DOW CORNING 995 rn 'I DOW CORNING 899 y II DOW CORNING 899 g II !I DOW CORNING 995 DOW CORNING 995 co Mt ij ij ij \ M1 ii OPTIONAL GLAZING DETAIL h n it li iI ro II ii 11 XL EDGE SPACER i � � XL EDGE SPACER GLASS TYPES 'Cl & D 1' l it iI it it it ' ` CI ry ry ST. STEEL BY 'CARDINAL' �I .I �I ST. STEEL BY 'CARDINAL' E4 !j OR E4 !i OR 1tI Illdtt c o w�LL c DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' �0` t® 7. OR � 7. OR � �... . SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' . . n f4 M5 AT 1/4 PO NTS ALL SIZES H M5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED a .708g2 0 0 W W as complying with the Florida _ = v m GLASS TYPE 'Cl' GLASS TYPE 'D1' Building Code _ _ a z 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS NOA—No. 1 17-0918.07 (L.M.I. ONLY) o� drowing9 no. Expiration Date 09/22/2020 : tea' (S.M.I.) '�,� ORt�?.• '�e�, W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE EXTERIOR P Y OF GLASSTYPE C1 & 'D IMPACT MUST BE TTEMPERED. Miami ade roduct o tr 1 /j �\ t t7111 tttt sheet 3 of 6 i I TYPICAL INSTALLATION DETAILS (� THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 4� o 0 w^ uC 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS z FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE o o SEE ELEV. SHIMS Q W M v 2BY WOOD BUCK FOR SPACING N I OR METAL IL W �xC !I II WOOD STRUCTURE TYPICAL ANCHORS 'v STRUCTURE G: a F LL E3 Ij �j SEE ELEV. > Q �j 'M I' I' M2 FOR SPACING M2 TYPICAL ANCHORS SEE ELEV. G ]M O L LI S2 �' s O 'v vsi © '° FOR SPACING �' 2 IX W o 00. a � 00 �2 O a w p aIII � El a _ {L Z to OE ro MIS S2 Ili Q W mE tW- TYPICAL ANCHORS !I II M2 SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK .a ,o E1 E3 U m v � M Q — N O 1/4" MAX. z N o 3 n SHIMS 0 00 w EQUAL LEG EQUAL LEG EQUAL LEG a ° . EQUAL LEG 4 L ~M2 TI 2BY WOOD BUCK .° METAL II OR B STRUCTURE ¢ O =N o 1 Al WOOD STRUCTURE C 1 o N F r E3 I' x TYPICAL ANCHORS �� j� M2 a _ SEE ELEV. I x _ FOR SPACING z p 3 th rn I I j Ie M3 'j E2J-e _ ° N U o W TYPICAL ANCHORS a M3 52 SEE ELEV. x ° : ,° FOR SPACING 'v n. .° _ n: . j' j l M2 E3 N W W LL LL p '° TYPICAL APJCHORS E3 Ij II - TYPICAL ANCHORS \ ^ I ' SEE ELEV.^ 16Y FOR SPACING II (1 SEE ELEV. FOR SPACING o WOOD BUCK - z o o r o s o PRODUCT REVISED y � � < � < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ^ _ a ^ TYPICAL ANCHORS: SEE ELEV. FOR SPACING By AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) arm-Dado Product Contr I `III11111l Alff/ ' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksp14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) TYPICA EDGE c DIS ANC `�X A /� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MAMI-DADE COUNTY APPROVED MULLIONS � � 1-1 2" MIN. PENETRATION INTO WOOD (HE-AD/SILL/JAMBS) INTO CONCRETE AND MASONRY = 2-1 2" MIN. / / OR METAL STRUCTURES (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE = 3/4" MIN. 8 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. '.. STEEL: ICON THK. MIN. MIN(Fy = 36 KSI MIN.) C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. AYE OF �� DIRECTLY INTO CONCRETE OR BLOCKS I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / r �y� drawing no. •. OR1OP,... i2 � - �� �1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) � � YY 1 0-02 '.. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) !lfl/Ildlllll\ sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL F. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 IL 00Q` 0 0 O FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 x TYPICAL ANCHORS 1/4" MAX. D j LL m 2E1Y WOOD BUCK FOR SPACING SHIMS Q w I� II OR METAL a C C m o I� WOOD STRUCTURE TYPICAL ANCHORS v STRUCTURE m B3 E3 M2 A3 x FOR SPACSEE ING TYPICAL ANCHORS 0 0 ti C d M2 SEE ELEV. N O n 'j S2 y FOR SPACING W j IJi. P Z 0 : v Ez E6 C 3 - v—.. - ¢ w m CIOE E6 �F E2 Ll 1/4...'. v .. S2 MIN. o••° x _ m TYPICAL A4tHORS jj jl M2 v s O I ° SEE ELEV. ` E3 jl jj -v w C BY FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 0 o O O w 2 3 B" MIN. 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K GAP GAP -O N I I C a NOTO BY SCGITRUCTURE 1/2" MIN. 1/2" MIN. n to I- ��l�L_ \� l 0 N M o __� E2 w O M m 2 3/8" MIN. �+ FIN FRAME M2 BACKBED N CD a' CAULKING n U p ¢ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I U IW- 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w BUCK DEPTH SHALL BE 2%". = LL = THE USE OF DEEPER' OR BEVELED WOODBUCKS IS w w olw R PERMITTED. EXTERIOR HOUSE WRAP E5 E3 u o u NOT BY ccl < < a r w U s r N U U Q U Q � 0 a o a o z z BUCK WIDTH BUCK WIDTH --------------- Fr-----------------'1� F---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION I MULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA II _ ----- - __--__-U \>G�NSR PRODUCT REVISED o 1 i I I as complying with the Florida _ N -POs I 11 Building Codeo. TYPICAL ANCHORS �e C e m a a -- I NOA-No. 17-0918.07 - 9 m --- FOR SPACING ExpiratSEE ion Date 09/22/2020 ® ', A4E OP ��y drawing no. B W10-02 #14 X 1" SMS. i Miy4. -Ad- Produc ontr 1 2i/ ///1191111tY\ sheet 5 of 6 �2.505 ITEM PART (7 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U v Et CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - o r.068 E2 CGI-119 4/ WDW. FLUSH FRP.ME/FiN FRAME 6063-T6 - o 1� E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 Z w 1.995 —�2 E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - G M 9 z .995 O65 E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - I- Z g al • E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - O O°. o 0 M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A O w f7 1.335 M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - 0 M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - O N m E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8•) 6063-T5 - () M5 - 2/ LITE SETTING BLOCKS EPDM DUROMEfER M=E5 SHORE A a 0 m o - �-2.505 r 068 SZ #70 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - OIL O ptu `t Y C. HNo � __IT6jj N J 812 aw MLL 6 1A95 .995 065 J 0 ID_ TYP. Q W 7.335--�I N FLUSH FRAME/FIN FRAME J U I C .675 00 .995 .0R5 I 0 ,�J in Ld WELDED JOINT AT ENDS 1.184� ¢ O = N o o2 N Ln O GLAZING BEAD (LAM. GLASS) 3 N rn z o 2 n �.120 z C Z v4Ji � p o w O� .995 -)SO 1.000 125 Q J TYP. ' U r 1.184-�i 0 M4 �G It V t, V E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS IN = P = B h 1.130�j�.065 p 11 w o w,o 1.450 RECT. OR SQUARE WINDOWS a < w < w -�{ I r.1 BG qoo ¢ O ¢ LC � o oaoa 1.550 1.680 550 .050 TYP. CORNER DETAILS 3 C_ 2 .1"1 Ill N V o � o 00 O NAIL FIN ADAPTER E6 FLANGE ADAPTOR �1.395-�{ 1.119 e PRODUCT REVISED as complying with the Florida P r 180 Building Code 21 NOA-No. 17-0918.07 .050 T .050+ 1081 �® ATE065 Expiration Date /22/2020 _ 90 m o s drawing no. BY P 11W, -,, � ., oo.. �0�; W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER Miami ade ro uc Co r IBI ,���A� sheet 6 of 6