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WS-20-504Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-504 N' - w�— - � Permit Type: Windows/Shutters ,Wor 4assification: Window/Door Replacement Permit Status: Approved Issue Date: 06/22/2020 I Expiration: 09/02/2020 Location Address Parcel Number 10110 NE 4TH AVE, Miami Shores, FL 33138 1132060135250 Contacts SHLOMI DINAR Owner 10110 NE 4 AVE, MIAMI SHORES, FL 33138 Home: 7868774266 FOUR BLR DOORS CORP Contractor ISRAEL LA RED 11467 SW 235 ST, MIAMI , FL 33014 Business:3054567460 permitdepartment@fbdoors.com on Requests: ti Ins ec Description: REMOVE AND REPLACE 25 WINDOWS AND 2 Valuation: $ 32,968.12 Inspection 1305-762-4949 DOORS Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $19.80 DBPR Fee $5.55 DCA Fee $3.70 Education Surcharge $6.60 Scanning Fee $15.00 Technology Fee $9.25 Windows/Shutters Fee $320.00 Total: $429.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $429.90 Credit Card 06/22/2020 $429.90 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. cg�i(�'Dn Authorized Signature Owner / Applicant / Contractor / Agent Date June 23, 2020 Page 2 of 2 MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mii mi*A v�anomy,...: CGI Windows & Doors, Inc. 10100 NW 25 Street ...... .. .. ...... Miami, Fl. 33172 .... .... . . COPE: •..• •..• •...• This NOA is being issued under the applicable rules and regulations governing. t4e. jve of cp"truction. , • materials. The documentation submitted has been reviewed and accepted by MiReivIJ'ade Cblwty DER-..... Product Control Section to be used in Miami -Dade County and other areas where ttiltmtad by the Authority Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami-]Qtde County Product• • Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Mianli=Da$e County *reserve• • the right to have this product or material tested for quality assurance purposes. If this product oz'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 : Series "Sentinel 120" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall ear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or 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. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918. MIAMI•DUNTYP i Expiration Date: September 22, 2020 •IM i� Zrf l`I Approval Date: November 02, 2017 P CGI Windows & 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's No.'s 10-0510.12 and 15-0512.05) •.... • •.... ; • • • •; 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. 41iding Wd��.M.I.�•... S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, datedar=/l0 wM:fevisioti•.••• "G" dated 05/02/16, prepared by Al--Farooq Corporation, sigQ .W sealed by Javad • • •; • Ahmad, P.E. • . . .. . ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder previous NOA No.15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(v and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) . . .... ...... 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading � � : FgC TAS V?,94 • • 2) Large Missile Impact Test, per FBC, TAS 2.qt V.� 3) Cyclic Wind Pressure Loading, per FBC, T - 4 .... along with marked -up drawings and installation diagram of a wits aluminnrri fixed • • • • window, to qualify DuPont "Butacite" PVB interlayer, Durasea VAid Sup�f VS acer(i�. •' • insulating glass spacer, prepared by Certified Test Laberatpa'q& Test Deport No CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. l+atel, P.E.. (Submitted under previous NOA No. I5-05I2.05) .. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 " •' •. • 2) Uniform Static Air Pressure Test, Loading per FBC, TA492t2-94 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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) • • ' • • • •' ...... 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemltal Company (NA) •; for their "Saflex CP - Saflex and Saflex HP Composite GlasstnterlayerswitYPET""•' Core" dated 06/19/14, expiring on 12/11/18. .... ;••••; 4. Notice of Acceptance No. 14-0423.17 issued to Eastman ChemIiea} tompaay4MA) ..... for their "Saflex Clear and Color Glass Interlayers" dated 06'?W114• expig*% op • •: • •' .. .. . 05/21/16. . . ...... . . .. ...... F. STATEMENTS ' ' . 1. Statement letter of conformance, of complying with FBC 511 Edition (201.4 -wKi of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signeelld sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.L)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. �.-- orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS • 1. None. ...... .. .. ...... C. CALCULATIONS • • Y • • • •. :' 1. None. •••• •••• Y•••. ...... •••• ..... D. QUALITY ASSURANCE • • """ 1. Miami -Dade Department of Regulatory and Economic Resourtes�WR). „ ,. ••;. • . • • E. MATERIAL CERTIFICATIONS ' • • • • • 0• L Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. follttir "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass InterIayers 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 to FBC 51h Edition (2014) and FBC 6" Edition. (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 FLANGE WIDTH 6 5- MAX. HEAD/SILL TYP.MAXE 5 - 5 MTG. STILE <i! . m ii F it �1 E II 6 8 'I 6 a0 1O � J `,IllfffV 117 � ro � > II it B 1 H 5 6 FALSE MUNINS (SURFACE APPLIED) 1 32 7/B- ADDL ANCHOR REOD. 32 7/8' AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR OPERABLE BOVE7HS D.L. OPG. 8 �FLANGE & FLANGE ADAPTOR FRAME 110' BUCK WIDTH 5 1/2' 13 5/16- MAX. HEAD/SILL MAX. 57' HEAD/SILL TIL A? - MTG. SE 0 -ass �I v III v i FALSE MUNTINS_ 32 7/8• 32 7/8- (SURFACE APPLIED)JJ OPTIONAL D.L OPG. D.L OPG. 36 3/8- VENT WIDTH FIN FRAME EQUAL LEG FRAME SERIES SENTINEL 120 ALUMLNUM HORIZONTAL SLIDING WINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Budding de Noa-tao. 17-0918.09 OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Da a 09/22/2020 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL g y Miami a Product Control WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED(TiON)/2017 (6TH EDITION) FLOPJDA LAMINATED GLASS BUILDING CODE INCLUDING, HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING TAM. GLASS 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT TO THE BUILDING STRUCTURE • • 000 • • SMALL •MWSILTj •IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN QN DEf,tILS • AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBE N AT TO BASE • • • • •- .:.. ' �:•,'•' ! C jim—i \,T I I III1" 7/7j MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • 0 • ♦ I1 ` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS N"WOC4 4W1 • • • �' NSF' ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT _ .7 2 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUDG. CODE & A•DPTED•WAkVDARDS. • a ._ • t • td! THIS PRODUCT APPROVAL IS GENERIC AND DOES NCT PRDIl 114F IRMATISN FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS P D AD�UACY • • :• • • • • • • ® OF• B/. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALt.NG ARD 0 ePEI4,NG FOR* • • • • • • �pPy'��` WATER INFILTRATION RESISTANCE ETC. • E TO BE ANALYZIb SEPARkTELY, • • • .'� • \� • • • 7•y v;�� ANDDTOOBE REVIEWED BYIN BUILDING OFFICIAL. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1"v Z m n 0 % h FLj ;n IL I a sad � OGu'ip voWg a7 �ao08 O oohs 0 Q W D 2O No 16_ o Jima aOE 5 � J C I L n p0 L C LL O n o m In n 3 NM 0 n v 3 cz�� U 22 i r a drawing Inc. W10-18 V FLANGE WIDTH 6" MAX. 5" MAX. HEAD/SILL ryp. A tT W W � OJ O r' II II V > IL___ - n r I I 5 5 ; FALSE MUNTINS (SURFACE APPUED)5/8" i -ADDL. ANCHOR REOD. AT CENTER OF ALL PANES OPTIONAL D.L OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS D.L. OPG. 28" AT HFAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110' j� BUCK WIDTH 5 1/2-1 MAX. HEAD/SILL 13 5/16' MA 5• MAX X. T.P. HEAD/SILL A2 MTG. STILE h �o 11 11 II F II II II F 6 II 6 11 N I I I II II II II B B II II n n 19 FALSE MUNTINS ^ (SURFACE APPLIED) 24 1/2" 49 518 OPTIONAL D_L OPG. D.L OPG. 28" VENIF WIDTH FIN FRAME FLANGE WIDTH 5 1/2" x MAX. 5" MAX. E HEAD/SILL TIP. 5 I n El II II II F I I II a II F II II 6 II 6 I II II 6 II II tD FALSE MUNTINADDL. (SURFACE APPLIEDAT OPTIONAG. ANCHOR READ. CENTER OF ALL PANELS D.L. OPG. FlXID OR OPERABLABOVE 30" PANEL WIDTHS AT HEAD/SILL EQUAL LEG FRAME • • • • • • PRODUCT REVISED complying with the Florida Builtling lode Na1�lo0 • • 17.09'10.09 • 41292 fcpiltloniate 9 • • • ���+ M I-0a roduct«trol ♦ •• 70592 �, a Ti I • _ Li a 5 • [G` O OF• ft�? dr^wing no. W 10-18 ••• • • • • ••• • • • • • • • • • • • • ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FIANCE DIMS. BUCK DIMS. BTD. MTG. RAIL H.D. MTG. HAD. GLASS TYPES 'A'&'AS', 'B'&•BI' GLASS TYPES .1, & .11, WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT-(+) INT.(-) 26-1/2- 37' 53-1/e' 74' 26" 25-1/2' M. 52-1/8" 73' 25• 65.0 65.0 SOD B0.0 90.0 90.0 65.0 65.0 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' -1 25-1/2' 36" _2-1/8' 73• 37-3/8" 65.0 65.0 80.0 90.0 3B-3 B' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 80.0 65.0 80.0 90.0 90.0 74' 26-1 Z 25-1/2" 36' 52-i/8• 73' 49-5/8" 80A 90.0 37 50-5/8" 80.0 90.0 65.0 65.0 So.O 90.0 65.0 65,0 1 80.0 1 90.0 25-1/2" 36" 52-1/8" 73' 62' 65.0 -9,9--01 80.0 1 90.0 90.0 65.0 65.0 80.0 63" - 65.0 65.01 80.0 90.0 6G.2 60.2 80.0 9C.0 (1/2W) li (1/2W) :i v OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH ' 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL CLASS TYPES 'A'&'AI', 'B'&'B1' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4' e-15/16 83-1/2- 26' 54-3/4' 7-15/1G 82-1/2' 25 65.0 65.0 80.0 90.0 65.0 65.0 65.0 85.0 B0.0 90.0 65.0 65.0 65.0 65.0 80.0 ' 90.0 65.0 65.0 55-3/4• 8-15/16 83-1/2" 38-3/8' 54-3/4" 7-15116' 82-1/2' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2" 50-5/8' 54-3/4" -15/16 62-1/2" 49-5/8- 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 55.0 - - - 65.0 65.0 55-3/4' 8-15/16 83-1/2' 63' 54-3/4" 7-15/16 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - I - 65.0 65.0 (1/3W) (2/3w) r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Yz" TYP. BUCK DIMS Yi' TYP. DIMS FLANGE FRAME FOUAL LFG FRAME FLANGE DIMS _ Es E41 STD. MTG RAiL: E4I H.D. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlam -Da ro uct Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL AEG FRAM. .. • • • • • • • • • 111111111/ • • • • • • • • • • 000 • • • • • V •'r •' VOA••••• • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • •3 EoF BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • �• �;' AND FLORIDA BUILDING COMMISSION • • • • • • • • • • %C' °RioP•'�C1�; DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • T717 iVAa! �N`\ • • • • • • • • 1/,, ,,,1\\A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � N � C I N n 00 w g v� _ c � N 0 3 cz�^ off.. 0 - M - drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG, RAH, H.D. MTG. RAIL GLASS TYPES 'A"k'AL', 'B'k'Bl' GLA85 TYPES '9' k 'BS' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111' 26" 73" 105-1/4" 110' 25' 55.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 65.0 65.0 8CA 90.0 74' 106-1/4" 111" 38-3/8' 73" 105-1/4" 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 BOX 90.0 55.0 65.0 80.0 90.0 74• 108-1/4' 111" 50-5/8' 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 9C.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 • 73.. 105-1/4' 1104 62- 65.0 65.0 80.0 90.D 106 -1/4' 63" 61.fi 60.0 61.6 60.0 80.0 80.0 90.0 90.0 (11M) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 GF THE WINDOW WIDTH ' OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RIM H.D. MTG. RAM, GLASS TYPES 'A'k'Al', 'H'k'Bl' GLASS TYPES 'B" k 'BP GLASS TYPES 'C' k 'Cl. WIDTH HEIGHT WIDTH HEGHT FXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(- 74" 106-1/4' 111" 26' 73" 105-1 /4' 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 65.0 solo 90.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111• 38-3/8' 73' 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 solo 90.0 65.0 65.0 74' 106-1/4' 111' 50-5/8' 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65-0 - - - - 65.0 55.0 F741' 1' 73' 65.0 650 80.0 9C.0 65.0 65.0 650 65.0 65.0 65.0 E (1/2W) (1/4W) i / OPERATNG VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' Y5' TYP. BUCK DIMS }i" TYP. BUCK DIMS FFLANGE FRAME EQUAL LEG FRAME P FLANGE DIMS _ ES E4 STD. MTG. RAIL: 44 c4 H.D. MTG RAIL: PRODUCT REVISED s eomply�ng with the Fiorlda BuHding Code Non -No. 17-0918.09 Expiration Date 09/22/2020 BY / Miami-Da�roduct Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _I FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME . • ... . . • . . • • • • • • • • • • • • `�•` �®.AFL '�i� • • • • f • •,. CEPI • • • • •• '•K� f ; • c,: p� • : i i • J sf NOTE: • • • • • • GLASS CAPACITIES ON TH'S SHEET ARE • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05- DEC-219 • • • • • • • ' N .70592 C� • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • roy'y. ZS n m Z N w as O 0 O m N V U N D 2: d O Z 7 0 Oa000 O�N� Q�ZON LL ZWinLL wO (7m� Q WME N L N Qo W v 0_ C O mN O W Lo N 3 N- 3o ES drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) RUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL GLASS TYPES 'A'&'Al', 'H'&'H1' GLASS TYPES 'H' k $I' WIDTH HEIGHT EXT_(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/B" 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 00.0 80.0 65.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 25-1 /2" 36' 52-1/8' 73" 37-3/8" 1 65.0 65.0 80.0 80.0 65'a 65.0 80.0 80.0 55.0 1 65.0 8D.0 80.0 55.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 B0.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73• 62. 65.0 65.0 65.0 65.0 65.0 65.0 M---O b0.2 60.2 (1/2W) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E3 E4 STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. M. NTG. 3AR. H.D. MTG. RAM H.D. MTG. RAH. GLASS TYPES T&'Al', $'8'Bl' GLASS TYPES T, k $1' CLASS TYPES 'C' A. 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INi.(-) EXT.(+) 54-3/4' -15/16 82-1/2' 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 fi5D 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2' 37-3/8' 65.0 65.0 80.0 80.0 65.0 wo 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65-0 65.0 54-3/4' 7-15/1 82-1/2' 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' -15/15 82_1/2• 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 1 65.0 Buck aus� FIN FRAME E2 E4 H.D.IL: MTG. RA (I/3W) �J OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED a. plying with the Florida Lqt-1- Building Code NOA-No. 17.0918.09 Z �n Expiration Date 09122/2020 Q k � By Qfit f Zvi d0 7 c Miami -Dad roduct Control cq dot 0 U1 Nh o>m m ao Q Co y Ii XZ J0J H Q WoLL p ��Zo L1 iaw02 B FIN FRAME ° • • •• • • • • • 11N1111lilhrr 09 C No. 70592 • ••• • • ^� . : 1 O • • • • • • • i •• '�y�/\ drawing no. • • •• • ••• 272ffi.. �. P� r': �e111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD, MTG. RAIL IT. MTG. BAIL GL.iSS 'TYPES 'A'Y'AI', 'B'Y'BI. GL155 TYPES 'B' Y 'BI' WIDTH HEIGHT EXT-(+) INT-(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25" 55.0 65.0 80.0 80.G 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 73- 105-1/4" 110' 37-3/8- 55.0 65.0 80.0 80.0 65.D 65.0 80.0 80.0 65-0 65.0 80.0 80.0 73' 105-1/4' 110" 49-5/8" 65-0 65.0 65.0 80.0 80.0 65.0 80.0 80.0 80.0 65.0 65A 80.0 1 �110" 62' 65.0 65.0 80.0 80.0 80.0 61.6 61.6 80.0 60.0 60.0 00.0 80.0 0/3W) i 0 W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' ES E4 STD MTG RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL B.➢. DiTG. RAM H.D. MTG. BAIL GMSS TYPES 'A'Y'AA', 'B'8'BI'r8010 GLASS TYPES '''C'k'cl' G= TYPES WIDTH HEIGHTEXi.(+) INT.(-) INT.(-) ENT.(+) I73' 105-1/4' 110' 25' 65.0 55.0 80.D 65.0 65.0 65.0 65.080.0 65.0 65.0 65.0 650 80.0 65.0 65.0 73' 105-1/4- 110' 37-3/8" 65.0 65.0 80.0 65.0 65.0 65.0 65.0 80.0 65.D 65.0 65.0 I 65.0 80.0 65-0 65.0 73' 105-1/4" 49-5/8' 65.0 65.0 80.0 80.0 65.0 63.0 - 73" 105-1/4' 110" 62" 65.0 65.0 80.0 80-0 65.0 65.0 - - BUCK DIMS FIN FRAME 4H. D. MTG. RAIL: (i/4W) (I OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida �gsav Building Code NOA-No. 17-0918.09 Z r Expiration Date 09/22/2020 � Q 1- m Z. By 2 O � Miami- ad roduct Control o O N wN T. MOT. OGolti V � Oj ei �O-m o' a poo Q a3�C XP25 LL w N - o 2oi m Q W M FIN FRAMEAH s I to s se No. 70592 • • • • • • • • OF 'ty'`� drawing na. • • • • • • ,q•� 1w.•�� W10_18 ••• ••• ••• ••• (sheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8' ANN. GLASS 1/8" HEAT STREWD GLASS U O PRODUCT REVISED ' .075' InteNayer .07� Interloyer s eomplying with tha Florida Saflex CP With PET Care Saflex CP With PET Core Building Code o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' MOA-Mo. 17-0918.09 OR OR Expiration Oate 09/22l2020 z _ .090' Interloyer .090" Interloyer 1/8- HEAT STREN'D GLASS Z m Saflex Clear And Color Gloss San— Clear And Color Glass f. W I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By Q i Z N OR OR .075' Interloyer Miam' a roduet Control ao ti o 090' Interloyer .090" Interlcyer Saflex CP With PET Core 0 m IN `' 6 SentryGlas SentryGlaa By 'Eastman Chemical Co.' By Kuraroy America, Inc.' By Kuraray America, Inc.' OR OR OR ,0i 0• Intsrlayer O N n7 090" Interlayer 090' )nterlayer I SentryGla 1• Trosifol PVB Tmsifol PVB By 'Kuraray America, Inc.' 0 By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' Cr O Z m 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS I -1/8" HEAT STREWD GLASS 0 m Z SILICONE t It SILCONE t I SILICONE Q LL D in m GE 1200 m GE 1200 GE 1200 i m W y _ o m DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 J M1 .I DOW CORNING 995 \ M1 .i i. \ Ml I. Q w m i r / I O i m a x i u " 0 o S c i W Es El W yr �C AT 1/4 POINTS ON LITES AT 7/4 f _ POINTS ON L5 M7 AT 1/4 POINTS ON LRES i W M7 WIDER THAN 36' W M7 WADER THAN 36' W WIDER THAN 36" 0 „1 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 5/16- NOMINAL LAM. GLASS 5/16" NOMINAL LAM. CLASS 5/16- NOMINAL LAM. GLASS N C r-1/8" ANN. GLASS 1/8- HEAT STREN'D GLASS p raj n .075' Interloyer 075' Interiayer Z 4 Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co: 'Eastman Chemical Co.' 3 OR OR .090' Interloyer .090' Interloyer 1/6' HEAT STREN'D GLASS U o Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co,' By 'Eastman Chemical Co.' OR OR .075' Interloyer 1/4-:R(;SPACE .090' Interloyer 1/4- AIR SPACE .090" Interloyer 1/4- AIR SPACE I Saflex CP With PET Gore / Eastman Chemical Co.' SentryGlas SentryGlas ORBy K raray Ameri a, Inc' By Kuraray America, Inc.'1/8" ANLASSI OR OR 090, Interlayer >< q >! \ .090' Interlcyer c 1/B" HEAT STREWO GLASS-1 .090' Interloyer 1/8- HEAT STREN'D GLASS Sent=Irl Trosifol PVB Trasifol PVB ' By Kuraray America, Inc.' By 'Kuroray America, Inc.' \ , By 'Ku raroy America. Inc.' r-1/e" ANN. GLASS 1/8' HEAT STREN'D GLASS 1/8" HEAT STFLcN'D CUSS 0 o a SILICONE t SILICONE Z t I SILICONE ca GE 1200 z m GE 1200 z m GE 1200 DOW CORNING 899 m DOW CORNING 899 !n DOW CORNING 899 r ( r n \ M1 DOW CORNNG 995 , Mt 1 DOW CORNNG 995 \ u Mt j DOW CORNING 995 !-!+ c m c - XL EDGE SPACER j �.i XL EDGE SPACER X• W •DGRO CER* • • • • • • .m ST. STEEL BY 'CARDINAL' j ST. STEEL BY 'CARDINAL' II 1ST. STEEL B• 'C•IDIWI, • • • • • ` �� W ,� a OR •OR • • • • • • • • t111111 t l l! yr OR /r , Y, DURASEAL BY 'QUANEX' a DURASEAL BY 'DUANIX' tti DNMSEALC. 'QWN ' • • t • ♦ �� y7i, m O O pR O OR • • • • • • • `� y`•1� a r 7. E9 SUPER SPACER BY 'DUANE)(' W E9 SUPER SPACER BY 'QUANEX' W Eg / .1ER •F/OER BY�i•IANEyj • •,•.•'' VOENSF'••_ N \ x M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES k M7 AT 1/4 POINTS ALL SIZES _ 70532 _t ,GiLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C1• ••• • • ice` a U 0,70' OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL LAC GI�55 • • • • • P •�(y` fdrowing no. • • • • • y (S.M.I.) • • • • •• e • • 1fl. "G. W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING A • • • • • • • • 7 �� DRERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl' MUST BE TEMPERED. • • • • • • • • 7yyYr*f f l Ij,111t1Vx Sheet 4 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IBY WOCO BUCK a ed �a A 2 f wl ' O 2 a EDGE WOOD BUCK ANCHORS METAL FLANGE & FLANGE ADAPTOR FRAME V. CNG TYPICAL ANCHORS Y SEE ELEV. __________ _________ FOR SPACING m Fr- --------- -------�� 11 MIAMI-DARE COUKOTY APPROVED 1I Iz a j I MUWON h MUWDN ANCHORS �j ' N EDGE DIST. a '^ o `^ I1 SEE SEPARATE NOA I N \ \ m ¢ o ST. I I EDGE DIST. I W3 s ' N TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 TYPICAL ANCHORS TYPICAL ANCHORS SPACING SEE ELEV. FOR S SEE PACUEV_ FOR SPACING 2 3/8 �.,MI'v. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I' AND TRANSFER STRUCTURE. ICAL ANCHORS: SEE ELEV. FOR SPACING 'F 2-3/tea' MIN.Z /4" DIA. ULTRACON BY 'ELCO' (Fu=177 K5), Fy-I55 K5Q TO 29Y WOOD BUCKS OR WOOD STRUCTURES -1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) \ HRU 1BY BUCKS INTO CONC. OR BLOCKS -� -1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) -1/4" MIN. EMBED INTO BLOCKS (JAMBS) WHEN USED THE MIN. wGODDEPTH SHALL BE 276" THE USIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUC-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB PERMITTED.- N. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY A?PROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL.: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2- MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-D� a Product Control INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'C - 3000 PSI MIN. C-90 U%LO`&/416LE),81_%CK AT JAMBS f'r - :00 PSI MIN. WEEPHOLE9: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1`r FRSMEACH• • • • `\\Nt11uUyY,y �v Q F " r Z n Op`o q�y W N O�iw'm rJQW� O'O'M o 0iing O O S �m� END WITH PLASTIC COVER • • • • • • • • � ' AH ,, ' t W2 = 1/8" X 1/2" WEEP SLOT At•3-1�•fROM•BiCH ON'D • •�.• VOENSF n W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END - _�t • • • • • ••• OF :.� drawing • • • • •. ,• . = D�.• G W10-18 • • • • � . • • .. '�,,`�' rye`. • • "•• • ••• yl•1 I��7N`� �heet 5 af11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. BUCK WIDTH SHIMS VENT WIDTH I TYPICAL ANCHORS FDR�SPAGa NC OO FO FO < v 'IT L L.-SCREENS OPTIONAL .._..Q—J� i 1BY WOOD BUCKS XOX LAYOUT EXTERIOR C.L. CPG. MIA.MI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA e BUCK WIDTH � BUCK WIDTH IIF I jI J1 — r I 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING L TYPICAL ANCHORS SEE ELEV. FOR SPACING BI 1 VENT WIDTH O 1 � - - SCREENS OPTIONAL- - FLANGE E 1/4" MAX. SHIMS 1 1/2 xo 2 WOOD B K R W000 STRVCTUR TYPICAL ANCHORS OALTERNATE ADTH 1/4- MAX. SHIMS OO TYPICAL ANCHORS XO LAYOUT EXTERIOR OCK L TO LOCK c FLANGE ADAPTOR FRAME �4mu o a 3 i al o Z m m 01 4 eI-W ZN 7 IL Z n 110 FLANGE ADAPTOR FRAME 1/2' TYP. JOO�.o �• U IL {N{uu O C 0=wa paoo� ONN�� OJ Q w O LL 0 Z 0- c N O � U N L s O W w O C� a c w O a R 0 NM 1 p n I8���. O SEE ELEV. I FOR SPACING I„ c " INITALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND 0 0 0 /a_ FLANGE ADAPTOR FRAMES. � � o 9 -�- • • • • • - • • • • • • • • j1111 IIlll/ • • •• • • • W•'4N • • • • • • • • • •�� .�I''� i • • • • • • • cENSF • . a�' •• ••• •• • • j ••• PRODUCT RED w as cum lyy1 g IEVISith the Florida lay Building Code:1 WOOD BUCKS NOA-No.• -Q9�8.09•' Explra'on ate 112/20�0 • • • • OF .' !y�'; drawing no. Miami-U�d 'Ic Contr� • • • • • • r f �L 1����� sheei 6 of 1 1 ••• • • • • ••• • • • •• •• • • • ••••• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. m FOR SPACING 8 3 TYPICAL ANCHORS EQUAL LEG FRAME j r-_---`- __---_ ===i� m I MIAMI-DADE COUNTYAPPROVED Z II MULDON & MULLION ANCHORS I1 O n £ ,i �i SEE SEPARATE NDA EDGE \ h I GIST. I p, C 1 i o ry :, n L--_________ ______�J �11 CL OQ C� pwm O'Ozam o TYPICAL ANCHORS O It a 9 '� TYPICAL ANCHORS SEE ELEV. OR �ING FOR SPACING M m SEE O n Q w 6 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY j t7 $ < W INTO WOOD, CONCRETE 6R METAL STRUCTURES Q w m f r ""UT THE NEED OF A WOCD BUCK. r 2 3/B' MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236'. THE USE OF DEEPER OR BEVELED WDODBUCKS IS PERMUTED. TYPICAL ANCHORS SEE ELEV. FOR SPACNG d PRODUCT REVISED S M as complying with the Florida Building Code HOA-wo. 17-0918.09 a g 0 Expiration Date09/22/2020 N By Miam �s� rode'�ucttrol p 7 N = m to I 0 v3 MIAMI-DARE COUNTY APPROVED MULLION & MULUON ANCHORS " SEE SEPARATE NOA o_ o_ I I I I O a o E o ova �� • • • • • • • • • • • • m 0 w v H : : • • • • • • • \\\II1111 /LEA '. 0582 ,TYPICAL ANCHORS • • • • �� ! ' p G •� i I I `SEE ELEv. • • • • • • • OF i a I FOR SPACING ____] • • • • • • • • • �' • �OP•'••CO��` W 0— H • •• • • • EDCE DIST. • • • • • • • • • • • • • • /® I AL,,\�\` sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • •• •• ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS FIN FRAME �.V o EXT. OR INT. FINISHES FOR SPACING a, NOT BY CGI i z m m 3 m a E, , 1/2" �PRODUC gRwEith the FVISlorida O Building Code HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOA-No. 17-0913.09 O NOT BY CGIN #8 SMS (Fu = 74 Ks; MIN.) Expiration Date09/22/2020 AL 2 + INTO 23Y WOOD BUCKS OR WOOD STRUCTURES By C BAULKED y m a 1-1/2" MIN. PENETRATION INTO WOOD Miam' roductCoRrol OOo�� > !h E3 CAULKING of C 2 t7 m pacoa D��a� m C� W D N i J um� Qwol",ErW- ii p I� m ku 0 O W v O WOOD STRUCTURE I/4' MAX. BUCK WIDTH 1/4- MAX. NOT BY CGI GAP C c \ GAP 3 O w n rn c I. 1/2' MN. 1/2' MIN. 01 N 3 O i� i� � I� p Q+ Ii C z EW m F9 ES 3 g= h g i 1 BAULKED i. CAULKING i r i � _ u I I ii s��n �3 w 1 I' E7_SCREENS W2 M9 ES HOUSE WRAP +, I 1 NOT er CGI o J EXTERIOR I. W1 o ` - E, i �- O c 1 � . • • • • • • • • • • • W3 • • • • • • • • • \\}Ill tl l///7 B 2 E2 • • • • • • • • ��\ 7�ii o BAULKED • • • • • • • • • • �p�, ;,�qp�, i N `e CAULKING • • • • • • • � Y,i UOEN3 ••;V � "' 7 = a HOUSE WRAP - NOT BY CGI 1 1/2• =� • ; �` '� v • • • •�• •'•• TE OF.�/�� drawing no. SEE EALEVANCHORS • • • • • • • • • • • • ,'��7 AL FOR SPACING • • • • /I/ III1, 1\ sheet 8 of 11 ••• • • • • ••• • • ••• • • • •• •• PRODUCT REVISED as cam Iying with the Fioritla Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-0Da duet Control • • • • • • • • • • • • ••• • • • s••t i1AH • •• • • • • ••• �\ ��""' �i • • • • • • s • SA"•VCF='ISF • • �'' • •._••♦•`'J•' •� • EOF � Ey�� .• • • • • • tot,• • • • ••• ••• • • �� rilAiLlLt�` �v ¢ m Z „ n• z N H22 zr O o N ` °y ao CG'nnLL V'Oin M Q ti C10 ¢Zn a Q W LL M LLiN=°a JOmG_rr Q W S F O U n 0 o 3 T�� a 0 iTE3{ PART $ QUAI`71TTY DESCRIPTION I= J � r� - 0 U m C n rn O O W v K tnC LL O FI- N o N N 3 rn I V 3 J C z O n p � U' p ¢ J U a da -D H �u 33 jj� U V c a o 0 o c m W •t drawing no. W10-18 sheet 9 of 11 MATERIAL MANE./SUPPLIER/REAfdRKS Et CGI-100 - FRAME JAMB ® FIXED GLASS fi063-T6 CGI EXTRUDER E2 CGI-it3 - FRAME SILL 6063-Tb CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6D63-T6 CGI EXTRUDER E4 CGI-103 MEETING RAIL 6063-TB C61 IXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL fi063-T6 CGI EXTRUDER EB CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - OJ00' GLAZING BEAD 6063-T5 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-i6 CGI EXTRUDER E71 CGI-1 10 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER E72 CCI-135 - TF FRAME JAMB O FIXED GLASS 806}-T6 CGI EXTRUDER E13 CGI-13b - TF FRAME HEAD 6063-Tfi CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6083-T6 Cq EXTRUDER E15 CGI-140 - 1" MUNIIN 6063-TS CGI EXTRUDER E16 CGI-141 - 2.5' MUWON 6063-T6 CGI EXTRUDER Ef7 CG1-605 - SCREEN FRAME fi063-75 l�l EXTRUDER E18 Cq-114 - SILL SNAP IN 60fi3-T6 CCI EXIRUOER E19 Cq-115 - SILL FILLER 5063-T6 CGI EXTRUDER - E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDED. E22 CGI-t3B - TF FRAME SILL 60E3-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EX -RUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL)- M3 CGI-112 3" ® ANCHORS EQUAL LEG COVER/ShOM PVC - M4 - 0.7C0' X 0.040" BEAD GE1200 ••• • • • • ••• • • •• •• • • • • • • ••• • • • • •• •• 1.0152.4w[--2,4411 2.113 .490 r.065 5 .7--�0� IYP L 2.101 2.846 65 T 1. .22 1.550 1.680 864 3 YP t 1.155- 2.46 � 100 7 Ee, .OSo 5/16" GLAZING BEAD 700" GLAZNG BEAD 1.395- NNCi�Wil 065 r(P. L1.368 FLANGE 1.015 FRAME HEAD 0FLUSH 1.015 FRAME HEAD .745 E4 MEETING RAIL 1449 3 OE11 NAIL FIN ADAPTER F1.395� 1.496 C50J .060 '�5 1.413- � 2264 N'3 FLUSH FRAME COVER M2 SCREW COVER 1.255 a0�FQdaZ0"' SmDUpd� Q C O ~ N N 0 x Z L W 0 LL\ Z o f ^ J D� 0 ¢ U Q 47 T f 1.015 I-1.1 w 1.015 j- 1.140 1.7� lYP [F1 1.015 � YP 4.430 3.685 .065TYR TYP. 2.885 ( 3.930 L85 .065 2.885 1.043 E5 LOCK RAIL °19 SILL FILLER g I U L N n p v 0 W of 1.786 .450 N LL �2.<40 80 U U �N O f--2.440 .550 .050 y1 N e 30 NM .065 1.Ot5 .066 E22 FLANGE FRAME SILL O FLUSH FRAME SILL 2.310 1.220 E23 RANGE ADAPTOR r LiU = Z ti N 3 - n 0 g o R5 0 2.737 [-2737 .065 ro, 1.043 2.505 _ _.065 2.613 ` F 2.505 2.613 �1 ALT. LOCK RAIL 1.892 I r � 6 � m .065 2.195 PRODUCT REVISED as 9u d ng Cod With the Florida NOA-No. 17-0918.09 o y 1.000 991 �3.25! .500 .991 2.737 1.015 U Exp(ration Date /22/2020 Eu FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) By Mlaml-Datl roduct Control 1 043 811 j^- �j 811 I .R I E6 HANDLE RAIL • • • • • c "' yo " �I 1+025 . 2.5052.505 •• \• • • • •• •- 1.015 1.015 9 5 -_-••• � 1.7415..000 01024 . 1.515 ••• '••• i•�••••. _•4••.. •••^•• _ • •• • • • • • • • •i R1OP,.�`G�� • • !Oadom raw$/i ng no`su. ! yy10-18 E2 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED)E7 SASH RAIL • • • • • • • •+ • • • • //^ 1f 11�1,1�11�\\\\\ isheet 0 of 7 I ••• • • • • ••• • l�t,r-, PRODUCT REVISED `yvv 0 III `a as complying with the Florida ,Y . Bj W Building Code a NOA-No. 17-0918.09 z . c J /- Expiration Date09/22/2020 0 9 a N / By /• /� S2 Miam ail roduct Control a U i 0 t'. M � W H l C m o y O LL p H N W ON a W j LL L4ZN o m zM w Q W O rG F i O �I o FRAME TOP CORNER _, c 0 0 VENT TOP/BOTTOM CORNERS �l O �J o a v U) s c � °ono 0 ° 3 n n I� CZLL N O i - B I 000 ••• ••• . • • • • •• FRAME BOTTOM CORNER • • • • • P.M. w 'e 1 • • • • • • .•. • :'��� drawing no. FIXED MTG. RAIL CORNER • •• ••• ••• ,%% sheet11of113 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7$61.315-2599 NOTICE OF ACCEPTANCE (NOA) www.nAamidade g@W9conomy• • • • • • 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• ttv ta:e of Vote;traction• • � • • materials. The documentation submitted has been reviewed and accepted by Mid'rfii-T7ade Coififiy RER -• • • •; • Product Control Section to be used in Miami Dade County and other areas where *=Ved by the [authority . .. . ...... Having Jurisdiction (AHJ). . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade "dk ry Proclwi control: • • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reselwg, jU8 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 DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. MISSILE IMPACT ELATING: Large and Small Missile Impact Resistant 1 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's •""• A. DRAWINGS • ...... .. .. 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) • • • • • • • • 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Dttfflls", sheemolo, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/ti,:repared•6Y:�4- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. ...... • B. TESTS • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 •' "" 2) Uniform Static Air Pressure Test, Loading per FBC, TA9 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mullet using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc. Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2 signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixec window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mullec using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed b3 Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuef Pere P . Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE . . .... ...... 1. Miami -Dade Department of Regulatory and Economic ResourWA.=R). • • • .. .. ...... E. MATERIAL CERTIFICATIONS • • • • • • .... .... . . .... .... ..... 1. None. ...... .... ..:..' .. .. .. . ...... F. STATEMENTS . • .... .' 1. Statement letter of conformance, complying with FBC 5th Edition (201t-, arrd• of no • • •: • financial interest, dated April 13, 2015, issued by Al-Farooq Corporation' sighed and....; sealed by Javad Ahmad, P.E. • • • • • • ' 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, P.E. Product ControlExaWner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E - 2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED •" A. DRAWINGS • ...... .. .. 1. Drawing No. M95-13A, titled Series Clipped, Extruded Alumiau".Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, w,tl2reyisionm•dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed bZJddad Ahn A?,•P.E, B. TESTS ...... 1. None . . 00 .. . ... . C. CALCULATIONS 41 0000 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a ' er NOA No. 18-OT29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 F 5 2.000 LO Is = .332 IN\4 Ss = .332 IN\3 1X2 MULLION 6063-T6 j�1.000 3.000 125 L u � 4. 125 2.000 3' 2.000 CLIP ANGLE 6063-T6 Iz = .9502 IN\4 Sa = .6335 IN\3 Ia 2.9762 IN\4 $% = 1.4881 IN\3 1X3 MULLION 6063-T6 1.000 I �.12s 125 4.000 Ia = 2.0374 IN\4 Ss = 1.0187 IN\3 "Noly'Dom •\ 6. 2X4 MULLION f 6063-T6 25 Is = 8.2757 IN\4 Ss = 2.7586 IN\3 k• h• 3' 3' 'W' DIMENSION MULLION 'W' - IN. 2" 1.688 3" 2.688 4" 3.688 6" 5.688 715 1.875 .125 k-4.000�1 MULLION CLIP FOR 18Y TUBES CGI_383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION CGI-395 6063-T6 6063-T5 6,000 2.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RF$�AIJT,E= C.'.• INSTRUCTIONS: CONDITIONS NOT SH N I RAIN. RE•T&aE AAAIY� D:E�APATELY, USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVI BY BUILDIN 0 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • s �VV .. FOR PARTICULAR OPENING. PROWCT fty/g�• • • • `� ,;lI P. .••• STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING � ��dYmg with LLe F4rida err. ENS, ABOVE LOAD REQUIREMENTS. 8wding STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT ACOL�°CO*b�& DI D8 .7 2 APPROVAL Kaa3 r1 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By • • �•�.) 20 jam: STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Mia C a P ucl • • •((/` IN STEP 1 ABOVE. "� • • T OF • USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS • • • • • • • • pp, •� STEP 5 ON SHEETS 3 & 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING i� s • • ��%\� MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � t 0 i - ^I drawing no. v195-13A 1 X 2 X 1/8" MULLION 130 120 110 100 38-3 ' MULL SPAN a 90 1 0 80 0 070 60 50 56' 50-5/8' 40 63" 30 25 35 45 55 65 75 E TRIBUTARY WID-H - INCHES 12 11 10 a9 08 z 0 w7 0 6 5 4 2 X 4 X 1/8" MULLION 0 50-5/8' 0 56' 0 63' 0 74-1/4 MULL S)NN 0 84' 0 0 0 96° 0 10 " 0 120' 132' 3 25 35 45 55 65 75 8 TRIBUTARY WIDTH - INCHES 1 X 3 X 1/8" MULLION 1 X 4 X 1/8" MULLION 130 120 110 100 LL a 90 I 0 Qo 80 u 0 70 60 50 40 30 130- 120 110 56" 51 100 63' a 90 I 0 Qo 80 0 70 60 84" 50 96 40 108' 30 5 25 35 45 55 65 75 85 25 35 L 45 55 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - 2 X 6 X 1/8" MULUON 130 120 74-1 4' 110 84' 100 60 50 144' 40 30 i 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES MULL VERTICAL MUWON GLAZING GLAZING O PRODUCT PRODUCT � W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HOR120NTAL MULLION %' GIAZING PRODUCT �� m V tWeri 0'O>m o O 0. O G H O y O m Q W ji y _ M Joma_ i a W O E C---� � i N _ U 3 C PRODUCT PRODUCT GLAZING GLAZINGLi a E ui !a0 w Of 75 85 Iry MULLION SPAN I C 0 HN o �^ m rn � NM r7 O TYPICAL MULLION ARRANGEMENTS 0 z WIDTH (W) = W1 + W2 _ o 2 _ L pQ J U U U U NOTE: m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o o�8 VERTICALi4Y *0 % " IZ9NTA9LLY. (INTERP6LA7rION BQWF.EN •WI19Ils AL:o4D)• • • c o W LL . I � PRODUCT REVISED 2 as cadmqpql1g w lb d. Fkfoda o o a A�i�bt29.q�• try '. • �•' 0 °O • OFa •(y�', drawing no. • MULLIONS Mai Prod ••• ••`',,ss�p���`°, M95-13A �/////11111111\` sheet 2 of 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • a I 0 0 S2 130 120 110 too N o_ 90 0 0 80 z 70 w 0 60 50 40 30 2 ANCHORS TYPE 'A' 25 35 45 55 65 75 8 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'B' 130 38 3/8" ULUON PAN 120 110 100 W a 90 a 80 0 z 70 0 60 50 1 1 " 40 1 30 5 25 35 45 55 65 75 8 TRIBUTARY WIDTH - INCHES 130 2 ANCHORS TYPE 'C' 120 110 100 LL a 90 I a 80 2 0 70 w 0 60 50 40 30 2 ANCHORS TYPE 'BH' 130 120 110 100 tl a 90 I 0 60 J 38 3/8" UUJON PAN 70 60 50 " 5 50 5" 6" 40 74 30 5 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CUP ( , ANCHORS �v 7 N m VERTICAL Z q m 0 MULLION z C F 2 J El u H W Z m 5 GLAZING GLAZING N PRODUCT PRODUCT a0 c4i CUP ANCHORS O a 0N`� j C t O �Hr ��CUP ANCHORS U =O �1 W2 a .0 8 HORIZONTAL MULLION Paco 0 y W K ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE Do:Z Q w a o N Jof^ O0 � GLAZIN PRODUCT 3 ANCHOR ETaL /1 3 GLAZING GLAZING CUP PRODUCT PRODUCT ANCHORS MULLION SPAN _I TYPICAL MULLION ARRANGEMENTS W1 + 12 WIDTH (W) 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE 'B' ANCHORS APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' •• ••• • • • • • •• APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES • • • • • • • • • •f • • • • MllllyT 25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCTREVISM- TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES as comply" withftFr,& • =� Bu ldm Cb NOTE: ANCHOR LOAD CHARTS A" "" r8-a29.o '• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ;0 • Opp LOCATIONS AT HEAD, SILL OR JAMB ENDS. By • • ' ! OP! FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS MI�aI Product (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) �IIIIII IL1t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s � (3 c 0 O E Oof C p w O ~ C O v 0) h w ;O N r -0 3 J N 3 0 n 0 i.mop i drawing no. M95-13AII 4 ANCHORS TYPE 'A' 130. 38 /8" 120 50-5/ " 63" 110 74- 4" 100 LL N a 90 I 0 J 80 Z N 70 0 60 50 40 30 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 4 ANCHORS TYPE 'B' 130 38 120 50-5 8" 110 100 LL N a 90 I 0 p 80 z 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 a 90 I 0 0 80 z vU 70 0 60 50 40 30 5 25 35 45 55 65 75 8 TRIBUTARY WIDTH - INCHES ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS TYPE 'BH' 130 120 110 100 N 50-5 8 MU SPAN o g0 I 0 5 0 80 � �1\-l In70 77 60 ON�\► 0 CUP - ANCHORS VERTICAL Z r MU WON z O F b Z w GLAZING GLAZING PRODUCT PRODUCT a WE fY O p o d W ry j CLIP �Ot 0'1 N r ANCHORS u 5 ty � C W1 W2 > M a0-R o 0 m 0< HORIZONTAL MULLION C -3 tj E ANCHORS ARCHES TO BE INSCRIBED Ir z � K Z INSIDE RECTANGULAR SHAPE Q w LL U.z(n 'O ism m �Izm¢� GLAZING -DETAIL /1 3 GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 ANCHORS 'A' 5 ` APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS *BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 18Y WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURE� • • • • • • • • • • • • • • • • 11111 PROMICI'RBVISH7 - . —noyi% with the Fbrida Z . ' 0 70 ANCHOR LOAD CHARTS B.W.g C = TF*w4- 4-0142 ANCHORS AT MULLION ENDSN1• • • fO�yp ��h1III ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • of Z-A 06 lu�� drawing no. 2x2X 1/8'_ ALUM ANGLE jj 14 S.M.S. 2/ ANGLE ° 4/4' f ULTRACON /-1/ ANGLE 4 .. � G n z ° q � 1BY OR 2BY WOOD BUCK MUWON d 2 X 2 X 1/8- ° ALUM ANGLE 2-5/8" LONG e d I I i 1 I void - I � � 1 1 ° 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 2 x 2 X 1/8" i ALUM ANGLE I I 2 14 S.M.S. ____________�i 2/ ANGLE I 2" MIN. I II NOTCH ANGLES TO II MISS MARBLE SILL o II OR TRIM voi < I I I � I ° d a da ° °PRECAST CONC.° \8 e a SILL e - 1/4" DIA. ULTRACON ° 1/ ANGLE f ULTRACON 2/ ANGLE 2 x 2 x 1/8• ALUM ANGLE 14 S.M.S. _ ° zd 4ANGLE iBY OR 2BY MULLION WOOD BUCK 2 X 2 X 1/8- ° ALUM ANGLE 'O 2-5/8' LONG I I I I 1 I id° � N O i 1.500 MAX. A 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL UM NOTCH- WOOD BUCK m TO ACCOMODATE CLN'.ANGLE TO MASONRY Z OZ 2 X 2 X 1/8- F W m ALUM ANGLE 1101 a 14 S.M.S. _ _ O 3/ ANGLE IL 1NWu O fm C FF 7 O ULTRACON ? 0 r V ^' .2/ ANGLE oo i riz G > M py0—f1 0 ----�-- -- O a o c ° in m p 0 MUWONd - - ° QmZsw Z o f M ° CONCRETE OR NASONRY BLOCKS J (70Q w Q W m P r O � I - N N U C � N 2X 2X 1/8" ALUM ANGLE pj ,� 3-5/8" LONG r= E 0 0 rl O w �N C I o Z O o z 0 M 0 3 n O n 30Q� ° t Z.) 0 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS •• ••• • • • • • •• • • •• • • • • till •• ••• •• • y; •' CEN PRODUCT REVISED n` °`°fie P�! � �' a� i • • %^^•y •! xe Die • • • i•s TA Ry • • • QI Mi Dade Product (:dMr • • • dd� ���� ,Y��111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawi0 ®: M95-13A sheet 4 Of 5 d/4- 0 ULTRACON 1/ ANGLE d 9 1BY OR 2BY WOOD BUCK MULLION a a I I I I I I e I I I I I I _ I I I I I I I I I I I � I I I I I I I I I I I I I I I it II II NOTCH CUPS TO II II MISS MARBLE SILL jl II OR TRIM I II II e a < < d q e PRECAST CONC.' 8 e SILL e 1/4" DIA. ULTRACON ^ / ANGLE ILTRACON SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS UM NOTCH WOOD BUCK TO ACCOMODATE CLBP,ANGLE TO MASONRY Z i 0J m 0 H N Q � f p v b 0 IL ItWHW C ____ __ �1'/4* 0 j r 0 ULTRACON o 2/ ANGLE � L------ M o o °ag ---- 0 IL o 0avj 3 - - O W Q - MULLION a e LLZIn_o 0 CONCRETE OR NASONRY BLOCKS J Q j Q W T F r � �c 0 N N N o E U i O � Vi vi 1 h O r ----ram----- � - � N I I I I n O a r o I I I I 0 ZIJi I I ^ ✓i n 3 •• ••• •• • . P- , II •,q .. EN PRUDucr RBMSED 2rt ' Acc'eptld+ce 1" Fizq. a • • • c E' imAbn Bible rrLLLLLu.....�����• • • •• �!/` O • 2 • • •F �/� drawingI Minn D : Produ• ContrgN� • �� � • /Y111111 9.1\\\\``` ••• • • • • ••• • • • • • • • • ••••• • • • •• •• ••• • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. O� w 19 of ZN a 6 0N a�wW M a rw- O G 'w m C1'oW`' ACCESS HOLE (' C > M p 2 OR 4 ANCHORS TYPE 'C' O a G Q SEE SHEETS 3 & 3.1 OR AL STRUCTURE O �D FOR CAPACITY TUBE MULLION to K Ln N Q W 7 LL y a - - - - - - - - LL z JZ Qw0a mi�' _ 0 U 75 0 n THIS SCREW CAN BE X 3/4 FH SMS r 2 1 INSTALLED IN EITHER I P 1 PER CLIP AT 1X2 & 1X3 MULLION DIRECTION �p 1. 2 PER CLIP AT LARGER MUWONS E a j W jcl O a v) —MULLION 0 = 1/8" THICK ALUM CHANNEL 1BY OR 2BY TUBES LENGTH TO FIT SNUG I = H n 1n 'n .- N INTO MULLION I Ti 3 n r O U ? n cz_j 3 O o ANCHORS DETAIL #1 v o< F METAL TO METAL CONNECTION O •• ••: : • • • • •• d o . _ • • • • • • • �•' E�NSF'•• � PRODUCT REVISED 70592 s si f ..rbq`Wift Florida Buil• • _ 4. = 0 3 L� ??a• • • 0: Qy�� drawing no. B^ ' ' 1D,'`�` M95-13A .•.. • ...... . • • . • . • . : . : • •• .• . . . •. .• .•. . . . ... . • MIAMI•DA©E MIAMI-DADS COUNTY o ring 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) wvw.miamidade.�ew'economv . .... ...... CGI Windows and Doors, Inc. • • • • •. 10100 NW 25' Street • ...... .. .. ...... Miami, FL 33172 ...:.. COPE: .... .... . . This NOA is being issued under the applicable rules and regulations governing T11C *use of eMIt action• •; • • • materials. The documentation submitted has been reviewed and accepted by MiMl-003de Catld lER 0006• Product Control Section to be used in Miami -Dade County and other areas wherello fed by the Aufhority •. Having Jurisdiction (AHJ). . . .. . .....• . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prc:1_i1CJPontrol• • Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami-Dade•Gaunl�) reserwe.the right... •; to have this product or material tested for quality assurance purposes. If this product or mata6ai.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 ON: Series "Sentinel 130" Aluminum Fixed Window - APPROVAL DOCUMENT: Drawing No. -02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.1.)", 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 IMPACT RATING: Large and Small Missile Impact LABEL a=mf slial, Ma, a PVF111WIUIIL T7ffUF`W`rffi 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. t: NOA No. 17-0918.07 KAK;RA, E COUNTY Expiration Date: September 22, 2020 j r7 Approval Date: November 22, 2017 Pagel CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • 0000 • . . .... ...... A. DRAWINGS • 1. Manufacturer's die drawings and sections. • • • • • • •. •.: ...... • (Submitted under NOA No.10-0510.13) • • • • • • 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.11M77•. • S.M.I. sheets 1 1.1 2 3 4 5 and 6 of 6 dated 01/3 0/10 wit • • • ion F •4 ted • •: • •. 04/10/15, prepared by Al-Farooq Corporation, signed and sealed b�,.ravad %ht'i1z-v, ***Soo B. TESTS •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA$94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per .FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacerg 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. Abraham, P.E. (Submitted under NOA No.10-0510.13) _)) el I P.E. Product Contranug9 Exa iner NOA NoR 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 • 0000 • • o 1. Anchor verification calculations and structural analysis, c(12WIy=ng with Fj3C-51 • Edition (2014), dated July 18, 2014, prepared by Al-Farooq C rpvration; OiN;d and...:. sealed by Javad Ahmad, P.E. .... 0 ; . . . (Submitted under NOA No.14-0731.05) .... . . .... .... ..... 2. Glazing complies with ASTM E1300-09. 000000 0, • �; • • . . .. .. .. . ...... D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RJR) : % % •' •"• . .. 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-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 Exw, nin r NOA No. 17-OqW.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 Wj1 aoyti (L.1VF.0 0 (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, wit4salicion G, dated •+•��• • 08/29/17, prepared by Al-Farooq Corporation, signed and sealibrf pad A fA d, :'•". P •••••• •••• • • ••••• B. •• TESTS •. +• • •...•• • • . • • • • 1. None. • . . .. . ...... C. 0. CALCULATIONS ' ' • • • • • • 1. Anchor verification calculations and structural analysis, complying with.VVC 6`' • Edition (2017), dated July 15, 20117, prepared by AI-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 6th 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 — L.41 approved on 6/25/15 and expiring on 09/22/20. - Manuel P "e , P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 49' 48, 49" TYPICAL ELEVATIONS FLANGE WIDTH BUCK WIDTH RANGE WIDTH D.L. OPG. mW D.L. OPG. D.L OPG. 16• MAX. A 3 sHDR ER N SdW "O, /g• Al CL MM CEO y SHOWN HEREIN APPLICABLE sloes ��S ANCHOR SPACING TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. lI I II I II -� II II m'U II II II II C1 it II *" II jl II II It II II II II II II 11 _ IL_____11___- _—=r______rr____ I � II II ___ IL_____1L___ ___=7______rr____ II II __ _ IL_____11____ __¶______n.____ II II 96" BUCK HEIGHT II II II II D.L OPG. ----1r-----Tr-___ -�r-___-�I----_ m W _.T"_-_--T-____ n ON �B• II 11 mo,., I U j .y u u h 11 II � II 11 5 � ii ii scG'Pi�-Th °Fr II u " n II u u ll n .11------ LL____ w Oy� n u _ _ 11______LL II II it II II OVI II II DN II II II II II —==ter�- II II O II II It itII II II II 11 � III m j ii li 'I C / (CAI8��= FALSE MUNr,NS_/ RFACE APPLIED) 18' MAX. LARGE & F GE ADAPTOR FRAME OPTIONAL sSIIDEESER EQUAL LEG FRAME SERIFS 130 SENTINEL ALUMINUM FIXED WINDOW SIDES DAYLITE OPENINGS, D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER DTH �WWDTM�I CHARTS SHOWN ON SHEET 2. WINDOW WIDTH WINDOW WIDTH WIND01,=WIDTH WIND.{ WINDOW I f- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTDONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 7" MAX. rRAjc T SIDES x l 1 I w � � . �� W I I 3 � J I 1 S 3 3 ; 3 r 3 L J L— —J = WINDO, _ W WIDTH W:NDLON'_K7Dti�_ WINDOW WIDTH W. WIDTH LAM. GLASS II( '- Ir -II INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT W •• ••• • • • • 1uI1 II • • • • • • \\1j ` I A yftU z h 0 q� Qi z� a zg 0 opa M H 0t"MM VI� y� U. n Gl Q 6Op Q y N m O It z N Q W V � 0 W y � J pm_Q J Q W W F I I �1 �� �C!I% �� GFJI"6• I a 3 • • �l` :" 1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPA.^T. PRODUCT REVISED as complying with the Florida .7 SHUTTERS ARE NOT REQUIRED. Building Code _ o Y (J Non-Np. • 1T•0618.07 a •""�T-i • 1� �= • �/� drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE E�rplrati•n p•te oY 2ozq • VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • • • � �i�}Ss+� p�pl! •' � � .... �\ W� O—Q2 • • SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. gy • • • CIA A!.*\\ ProddGt Con • • I I sheet 1 of 6 Mlam Is ' a ••• • • • • ••• • • ••• • • • ••• • • 48 48' 1. le V V BUCK WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS O D.L OPG. D.L. OPG. D.L OPG. o 6' MAX. 16" MAX. m i /5. Z a -/ HEAD/SILL 2 STRAIGHTo C[,i o CORNERS SIDES O 0 � e 0 N � o V o O fV UIL lWu ,i 1 it � I II �mw I h �r FC d I I II I I II U II II V� M u ii n u u u `� a 0 aOp u u ii ii ii ii LI... I 11_ 96' O W BUCK WIDTH mm Z O n e u u a LE u u p g II II = b D.L OPC. J f7 f0 Q J / ,o x o ____JL_____�L____ ,p x o ____JL_____1L____ ,px m � J II •I m U J m II I m II II m 11 II II II .I II it 11 --- --=JIIIIlIII ______lIi'JIIt ____ �•e,_�c�N �N _-_-_- _JIIIIIII _____IIIIII aFN iI1IIlI1II 4IIIIIIII _ Ir-----=-------n -_-_- _ -T—--JIIY--=--IItI v _C-IT -----r--- o r II � o '� a II II II /. II II z Vi I I It 'm i O II II 0// II q - p J II II II O h -II II II II II V II II JLII II O w v �I w a n II u n 2 -o 3 c ¢ O 2 N 4 m ' 1 n FALSE MUNi1N5 6' MA I� 16" MAX. 3 (SURFACE APPLIED) 16' MAX. 6" MAX. 16' MAX. fffk�o-o- OPTIONAL STRAIGHT HEAD/SILL STRAIGHT CORNERS STRAIGHT z -p 3 SIDES CORNERS SIDES SIDES Fr C Z g U -M d y FIN FRAMES a�Tl' ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILAB:_E FOR FINESN FRAMc S 12 mo �S .n L U a O cmi •• ••• • • • • • •• > • o • a •p�4♦ • • U O 0 PR0OULAV1tEVft4 •• ' O • as complying with the Florida = Building Code .Oa -No. 17-0918.07 Expire'A atf "2 1120• •'• • �; '° ' u • AR OF* drawing ` no. Nlia p a� ncrol i i ",'!t�mOM►' W10-02 NAL• • //•AA11111 sheet �.�of 6 ••• • • • ••• • • DESIGN WAD CAPACITY - PSF FLANGE DIMS. I BUCK DIMS. &.cI' GLASS TYPES WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (LT.(-) EXT.(+) INT.(-) 24" ' 36. 23' 29• S. 41" 47' 53'.080.aBG.O0'59'olo 60' 0.0 80.0 80.0 80.0 0.0 80.0 80.0 80.0 80.0 36' 42" 48" ii 80.0 80.0 0.0 80.0 80.o olo 61" 8D.0 80.0 80.0 80.0 24' 30" 36, 42' 4B" 54' 60" 61" 48. 23" 29" 35 41" 47" 53" 59" 60, 47. 80.0 80.0 80.0 80.0 BO.0 80.0 50.0 80.0 80.0 80.0 8D.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 BD.O 80.0 61.3 61.3 80.0 80.0 61.3 61.3 5D.0 80.0 61.3 61.3 80.0 80.0 24' 30' 35" 42' 48" 54' 60. 61" 60" 23" 29' 35' 41" 47' 53' 59" 60" 59. 80.0 80.0 80.0 80.0 80.0 30.0 80.0 80.0 B0.0 80.0 BO.0 50.0 70.2 70.2 80.0 80.0 61.3 61-5 80.0 Bolo 54.3 54.3 72.5 72.5 48.8 48.8 55.1 65.1 48.8 48.8 55.1 65.1 24' 30' 36' 42' 45' 54" 6D" 61, 72, 23" 29' 35" 41' 47' 53' 59" 60" 71' 80.0 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 702 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.5 48.8 65.1 65.1 48-0 48.0 64.0 64.0 24' 30• 36' 42, 4E' 54' 56, �. 23" 29" 35' 41' 47" 53' 55' �. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 782 78.2 Bolo 80.0 70.0 70.0 80.0. 80.0 613 61.3 BOO 80.0 54.3 54.3 72.5 72.5 524 52.4 69.8 69.8 24" 30' 36 42 48' 49' 97. 23" 29' 35' 41' 47' 48' 95" 80.0 Bolo Bolo BOA B0.0 Bolo 75.6 65.2 75.6 65.2 80.0 BO.0 BO.D 80.0 60.6 60.6 Bolo 80.0 S9.6 59.6 80.0 B0.0 24" 30' 36" 42' 45' 102' 23' 29' 35" 41' 45" 101' 80.0 30.0 SO.0 BOU 80.0 80.0 Bolo BD.O 74.6 74.6 Bolo 80.0 65.7 65.7 B0.0 B0.0 593 59.3 80.0 60.0 24' 30' 36" 42' 44' 1 108' 1 23' 29" 35" 41' 43' 1 107' BOX 80.0 80.0 80.0 80.0 80.0 80.0 fl0.a 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 Solo BO.O DESIGN LOAD CAPACITY - PSF FLANGE DINS. BIICK DINS. GLASS TYPES `C'&'C I' GLASS TYPES 'D'&'DI' WOTH (Vn LENGTH (L) WIDTH (W) LENGTH (L) EXT. (+) 1NT.(-) EXT.(+) 1 1NT.(-) 24' M. 36" 41' 114" 23" 29" 35' 40' 113• 80.0 80.0 80.0 SO.D Bolo 80.0 80.0 80.0 73.0 73.0 Bolo B0.0 61.4 61.4 80.0 8acO 24• 30' 36" 39, 120" 23' 29' 35' 38" 119" 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24' 30' 36' 39, 121' 23" 29' 35" 38" 120' 50.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 723 72.3 80.0 80.0 65.8 1 65.8 80.0 80.0 DESIGN WAD CAPACITY - PSF F'UNGE DIPS. BUCK DIMS. GLASS TYPES 'C'&'Cl' I GLASS TYPES 'Dvol, WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 114T.(-) EXT.(+) 1NT.(-) 26-1/2' 37" ,18, 53-1/8" 61" 18-1/8" 25-1/2" 26• 36" 47' 52-1/8• 60" L5" Bolo Bolo 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 BO.O 80.0 Bolo Bolo 80.0 80.0 80.0 BD.O 80.0 80.0 19-1/5" 26-1/2' 37• 48" 53-1/8" 61, 38-3/8" 18-1/8" 25-1/2' 38' 47' 52-1/8' 60• 37-3/8' 80.0 80.0 80.0 S0.0 SO.D 80.0 BD.O 50.0 60.0 80.0 80.0 BO.0 77.1 77.1 80.0 80.0 77.1 77.1 BO.D 80.0 77.1 77-1 BO.D 80.0 19-1/8, 26-1/2' 37" 0. 53-1/8' 61' 75-1/4- 93-3/4' - 505/8' 18-1/8• 25-1/2" 36' 47' 52-1/8' 60' 74-1/4- 92-3/4" 48-5/8" S0.0 80-0 BO.D 80.0 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 61.3 61.3 50.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 SB.O 58.0 77.4 77.4 1B.G 58.0 76.5 76.5 19-1/8" 26-1/2" 37' 63, 48' 53-1/8' I 61" 75-1/4' 18-1/a. 25-1/2" 35, 47' 52-1/8' 60' 74-1/4" S2, 80.0 80.0 80.0 SO.D 80.0 SOX 80.0 SOA 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 5 1 A 19-1/8' 26-1/2- 37" 48' 53-1/8" 61' 7C 18-1/8• 25-1/2• 36' 47' 52-1/8' 60" 75" 80.0 80.D 1 80.0 1 80.D 80.0 BO.D 50.0 j 80.0 78.9 78.9 80.0 80.0 61.3 61.3 80.0 1 80.0 55.3 55.3 73.7 73.7 48.D 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 p W y�U I I I!1 0 �Y o_ Z m n 3 L 0 g p z R a Qa N0 03A U IL E i IL fV 0 V otiti NOE a&� a WIDTH AND LENGTH DIMENSIONS CAN ORIENTED VcXOCALLY OR HORIZONTALLY AS SHOWN N ABOVE O QO =0 Z�6 Typ. BUCK DIMS Yf, TYP. j Z Q w W f FLANGE FRAME � N h FLANGE DIMS -I U C n c BUCK DIMS z i 3 O i � v 8 0 K U EGUAL LEG FRAME ;;e O = N o n 0 N n BUCK DIMS 03 M I z O 3 C Z C g U p FIN FRAME H U � � � BUCK DIMS FLANGE ADAPTOR FRAME w P Qr FLANGE DIMS H - U m B w e S = g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) �oo - 6 C 5 m AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 E S 312 o o` o •• ••• • • 111M[! L •• • • • • �N` •A �7y� PRODUCT REVISED • • • J .•) ' • * _ i as complying with the Florida -,v Building Coda NOA-No. 17-0918.07 - a drawing no. Fx Iran n Date 0 0�0• • • ATE OF • '.� • Fcortlo+: �a�: • • W10-02 By • • • r ®Pi6tt ��`� • � sheet 2 of 6 Mi. de Mim" arodu•t nt • • • I/1111 1 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' ANN. GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR '090' Intedayer SentryGlas BByR 'Kuraray America, Inc.' .090" Intedayer Trosifol PVB By 'kuraroy Americo, Inc.' p: m 3/16' HEAT STREN'D CLASS i SILICONE GE 120E U DOW CORNING 899 it li .. .. DOW CORNING 995 O C ?7 M5 AT 1/4 POINTS ON LI1'ES WIDER THAN 36' W G TYPE ' 7/16' OVERALL LAM. G (L.M.I. & 3/16' ANN. GLASS .075" Intercyer SoHex CP With PET Core By 'Eastman Chemical Co.' OR .090' Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 6 3/8" AIR SPACE OR 3/8' AIR 1 .090' Intedayer Ssntryolas 3/16' HEAT STREN'D GLASS By 'Kuromy America, Inc.' OR .090' Interlayer 3/16' HEAT STREWD G! Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE 5 GE 12CO n 'I DOW CORNING 899 M1 Ij .I II it DOW CORNING 995 I II XL EDGE SPACER ! 1 I! I! I! ST. STEEL BY 'CARDINAL' E4 !� I! I! OR DURASEAL BY 'OUANEX' x OR 0 SUPER SPACER BY 'OU.ANEX' A iwFC AT 1/4 FONTS ALL SIZES 4 GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) ( S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'Dl' MUST BE TEMPERED. HEAT STREN'D GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuramy America, Inc.' OR 09D' Interlayer Trosifol PVB By 'kuroray America, Inc.' f-3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 MS AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'D' 7/16" OVERALL LAIR. CLASS 3/16' HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Cora 'Eastman Chemical Co.' OR .090" Intedayer Saflex Clear And Color Glass SILICONE By 'Eastman Chemical Co. GE 1200 OR .090' Intedayer;i 0 DOW CORNING 899 :I DOW CORNING 995 a ntryGlas By 'Kumry America, Inc.'OR Fjk A90" Intedayer 'nTros'dol PVBBy 'kummy America, InaM4 3/16' HEAT STREN-D GLASS SIL CONE SILICONE GE 120E DOW CORNING 899 GE 120E DOW CORNING 899 DOW CORNING 995 1i d DOW CORNING 995 OPTIONAL GLAZING DETAn XL EDGE SPACER GLOSS TYPES 'Cl & 'Dl' ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' • • • • • • • 111ld11 V • • • • 'DUANE(' �ht, AC SUPER SPACER BY ;T �f� • •�.� "A MS AT 1/4 PONTS ALL SIZES PRODUCT REVISED • • • • • • , 701% as complying with the Florida = GLASS TYPE '111' Building Code 1' OVERALL INSUL LAM. GLASS NOA—No. 17-0918.07 '. Ex Lrati n Date 09 tft • • • • \:_�• W • 0 • • • • • By • • •• miarri de roduct t • • • y„v z x IN 0�0�� CL IkNL� OG�� O�m m ppaoo Oet'28 N V)p Q W Z. tL e LLzL4 -0 Q W Oml J U I 0 3 LIn O n 0w a K 84 v N � C h N nN b r7 0 I w C) H U o > w •• UL�I-I- I I I r 7 L � :ram dmWing ` no�. 3� !I W10-02j • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • C TYPICAL INSTALLATION DETAILS (� 0 THESE D ICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL m 3 0 m m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MUWONS F GE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE c c g SEE ELEV. FOR SPACING SHIMS NN a . 28Y WOOD BUCK OR METAL ry µµ1 O: C jj jj WOOD STRUCTUR TYPICAL ANCHORS SEE ELEV. - p �j Nj. j M2 II 11 \ I - � FOR SPACING M2 TYPICAL ANCHORS �STRUCTURE SEE ELEY, a Rl O © FOR SPACING ¢ g p o o •- p�dp yya El - - V Z �d C W E1 L6 Z H tq S2 � , �I M2 v MIN., `a <_ j a W Qi � f v TYPICAL ADiCHORS ^ ' 1 SEE ELI'. 1BY FOR SPACING I' a 01 WOOD BUCK .a El E3 '� � U I I C n 0 SHIMS d 00 w EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG x a C q 2Bf WOOD BUCK OWOOD STRUCTURE R M2 C� METAL STRUCTURE < N O 2 N o M2 jl I� a i _ TYPICAL ANCHORS SEE ELEV. FOR SPACING d 3 N`- e O M n S2 I \N ' x n ______-PZ - _ - _ E2 I - M3° ° - w N U M3 - S2 `i TYPICAL ANCHORS c SEE ELEV. FOR SPACING '3 v.o TYPICAL ANCHORS ;1 j� M2 rn U W i " SEE ELEvi FOR SPACING I TYPICAL ANCHORS II I I SEE ELEV. o - " S WOOD BUCK FOR SPACING o. B'IN B, PRODUCT REVISED S� as complying with the Florida mi z Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GIA2ING SYSTEM .. _ _ ^ ^ j AND TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. By ag d S 1 4" ON 1 HI TI' Fir-163 KSI, Fy=157 KSQ Nllami-0a roduct Cont 1 u o c o W 4 • • • • • LL1 y 11 �T • • N ' (F-1Ti 7 Ksl, y= J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r • • • • �,,4yy)�� I • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 MAMI-DARE COUNTY APPROVED MULLIONS INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • • • • � 'Ui�ivV���Q�'' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O INTO WOOD STRUCTURE = 1" MIN. G""� y • r • •, • t• L ��3r be 1 iv �� INT MEAL STRUCTURES (HEAD/SILL/JAMBS) •.it • • ` THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4" MIN. o THREADS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS ALUMINUM: 1/8" THK. MIN. (6053-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 1- INTO BLOCKS J CONCRETE AT HEAD, SILL OR JAMBS I,c = 3DOO PSI MIN. STEEL 1/8" THK. MIN. (Fy = 36 KS) MIN.) [U, DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI Mild. • • • • 7E OF• 6y+ �' drawing no. • DFn�.•�� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • •• r W10-02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • • • • •� •,�'ifrrllAi`11• sheet 4 of 6 • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION_ DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE B3 E3 i M2 A3 1 S2 � s F�,>T <y TYPICAL AtkC i RS ^ ' 1 SEE ELEV. 1 BY FOR SPACING WOOD BUCK 2 3/5- MIN. �F�\n 2 3/8, MIN. �I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPEROR BEVELED WOODBUCKS IS PERMITTED. FIN FRAME INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR 1/4- MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING < :� C3 v' L MIN A aTCE D I WOOD STRUC NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 418 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. PENETRATION INTO WOOD Im 0 Z �m J m INSTALLATION DETAILS INTO METAL P W m STRUCTURES OR INTO APPROVED MULUONS S z ^ 00 � 6 0 0� o U FLANGE ADAPTOR a x �o� 4 0 b R m 0 p uT N METAL 0' ¢ K M 8 STRUCTURE 0 a 0 Q N TYPICAL ANCHORS 0SEE AT N K FOR SPACING C = OJ Q � � o N a 6 0) d -7 U C O h � LO 8 C) K v) 1- N o 3 N M is � O M n € c 2 3o 2,EI Fr=- ------ --- ------'t IE COUNTY I I MIAW-DADE COUNTY APPROVED MUUJON MULLION & MULLION ANCHORS I o o %t V ANCHORS II SEE SEPARATE NOA II t0 1618161919 a iATE NOA I I y.• • S I:, �IV ♦j Ij jl •••r+�l, A `��T��tT��M}}I IINt�Y�ee v °0 0 PRODUCT 1111#1SE19 • • • N T • • o as complying with the Florida Building Code TYPICAL ANCHORS NOA-No. 97-0918.07 v 1 ? ME: SEE ELEV.FOR SPACING Expiration OAle 091QSIS020 • OFj • : drawing no. W10-02 mi4-- d•PA ntr •• i� Al- ��• sheet g of 6 • • • lnulrl • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 r.O6B 1.995 812 .995 065 TYP. 1.335 E1 FLANGE FRAME p-2505 q�06"' e2 t.a9s 995 TOPS TYP. 1.331, OFLUSH FRAME/FIN FRAME 675 .50 995 ttP:1.5 1 1.184- OGLAZING BEAD (LAM. GLASS) -j r.120 .995 I "TOSOp �.125 1 1B4--i .500-i----i� E4 GLAZING BEAD (IAM. INNSUL GLASS) GLA2ING ANGLE (LAM. INSUL -1.130-{�.065 L450 180 1-550 1.6BO .55D osD .oso 1.395 ONAIL FIN ADAPTER E6 FLANGE ADAPTOR j^ 1-395� 1.119 180 291 0 050 50 TOPS i.OB1- M3 FLUSH FRAME COVER � SCREW COVER ITEM PART 6 QUAN= DESCRUMON MATERIAL MANF./SGFFLffit/RMUIM E1 CGI-118 4/ WOW. FLANGE FRAME 6053-76 - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-76 - E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 C0I-109 4/ WDW. FRONT FLANGE ADAPTOR B063-T6 - M1 CGI-352V AS REOD. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A M2 CGI-124 AS REOD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REOD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8' 6053-T5 - M5 - 2/ LTTE SETTING BLOCKS EPDM DUROMETER 85f5 SHORE A S2 #10 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS JOINT T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS • PRODUCT REVISED • • • • T as complYing with the Florida _ Building Code NOA-No. 17_0918.07 .fl Expiration Date409/0 • o BY • • �� Miam ade Io r I • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U �+ N L 00 Li Ln C 6 O F N c 0 7 Z 0 b 0 o- U oQ W � � SIR ECrOUN��o DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.wF"onomy . . .... ...... ...... .. .. ...... ..... . COPE: �....� .... This NOA is being issued under the applicable rules and regulations governing the use of constmetion ma?or"@.*The ..... documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodt1r&:ntrol �ttf en to • • : • • be used in Miami Dade County and other areas where allowed by the Authority Having JurisdittiM (AHJ)." ' ' •' •; • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyooProcluct ControrSection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reser a the'right V $a7 a this � " 0 0 * product or material tested for quality assurance purposes. If this product or material fails to'xiexfoi:n in t%e,Zepted • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke' j49d?fy, 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, ON: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo 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 MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of A1,;6the Miami —made County Product Control Section. IMPACT RATING: Large and Small Missile Impact Resistant l . 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''/z" at Head/jambs & %" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Units containing 90' & 135' exterior 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 MIAMI DAD; COUNTY Expiration Date: September 22, 2020 Approval Date: April 12, 2018 �b�\-6 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals 0000 A. DRAWINGS • • • • 1. Manufacturer's die drawings and sections. " • • • • 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glas sVoor", sheets' 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and l"tievised 41�• • 01/11/16, signed and sealed by Javad Ahmad, P. E. .00* 000 .... 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 102-9•q►• • • 3) Water Resistance Test, per FBC, TAS 202-94 •. . •• • .... 4) Small Missile Impact Test per FBC, TAS 201-94 • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) .'. .... ...... 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ""' • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBeTX9202-94 ' • •..•••. ...0 .... 3) Water Resistance Test, per FBC, TAS 202-94 •0 so** • • • o o o 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • . 0000 • • 0 • • 0 0:0 0 • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • * • • 0 : • • • • •. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-SV':0: • alongwith marked —up drawings and installation diagram of Alum SGD, pre1are .b Hu -cane test .. "0"' Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2019psigked "iea.led ; • • • •; by Vinu J. Abraham, P. E. (submitted under files # 12-0119.04/11-1031.05) 000000 along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 51h Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5` 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. Lab Compliance statement, part of above referenced test report. �-4C-g \ . ��-.%--:�4e. 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 SUBAZTTF.p • • • • • • • • • • • • G. OTHER " • • • • • 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. ."". . •' • •. • 2. Test proposal for the qualification of Butacite® PVB lass interla er b • • America, Inc.,o p p q g Y Y l�Y .... 0: •'. as well as Duraseal® and Super Spacer® Standard warm -edge flexible iflsul'ating Wags: ..... � � � • spacers, dated December 16, 2014, issued by RER, Product Control Sects-�gned by Jaime .' . Gascon, P.E. . .. . ...... 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Ch;nda0P.E. • " :....: 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, sl"eby • Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (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. 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-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS Ec BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. �y,V z m� n R a Q N 0 00`0 W N IL N xx 0 uym 0 O 0 In a 00 O Occ z yyo$ QW I,M LL N Of Q Q W 0 E F a c— V h C I n � n o 0 Li " 3 0 L N OV~ C W Nl 0 YJ � 2E 3 R o -n •R•DUCf AEVINO C) I- "� pOpjTII1`1eL Witt dw F"'j s O beNinC Cells Aaep:eem No "I-12j •2.o ;� redsK Coa•o! o o � o LAMINATED GLASS AND • L"INATE10 IN9ULACING GLASS s g o LAR*/`§j4L): MISILI: I4PACT • MAR 5 2016• s�2 ,f•J • • • • • • • � '•.t/s of •�� drawing no. • .. a Q"• W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• i • • •• •• ••• • • • ••• • • 1 13/16" MIN. F 3 TRACK JAMB ANCHORS 6" 3" (8) ANCHORS �I T.P CLUSTER SHOWN 1$ -� 3 TRACK n � 282 13/16" MAX. HEAD ANCHORS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX 48 1/g^ NOM. PANEL WIDTH ANCHORS IN PAIRS 2, 3 OR 4 PAIRS AT HEAD/SILL/JAMBS AT STILE ENDS AT 3" O.C. HEAD/SILL SEE SHEET 15 FALSE MUNtIN OPTIONAL` SEE CHART ON SHEET 'FOR CAPACITY 15 HEAD/SILL CORNERS I -- REINFORCING AT INTERLOCKS OPTIONAL G H J SEES13 HEET M ii I,H j OR CAPACITY I 2 1/8�I _ e 2 POINT SINGLE LOCK 42 1/8" - yI.L OPG,I� -7i -iT D.L OPG. n w x a o SEE SHEET 24 FOR DESCRIPTION II II II 11 II II 1 LIN ___Y� w O Z U B ll� 4, �Y 0 n O Z b mn J Q f @ n a O 0 c •o ` 0 O U O N N xx � m Ink: LL 0um'm (J pluH Q O��o G IL 0¢ ° O K aW=° {L _-wz J0�a� aWm€� N d U 1 c C 11 Z I g 1 X � 0 2� iZ iN U 4a o io, �pl a 3 O 3 C S N >' Zw I I w 3 V M I O3rOn 'O Um I 00 l � ut C Z -I � ati I N 3 C, n / I i , ---- ---- U - 1- POCKET JAMB F' 1 r O SILL TYPE 82 ANCHORS (SEE SHEET 6, S. 11 2, 3 OR 4 PAIRS " 48 1/8 qg 7/g^ h 12 POCKET ANCHORS AT STILE ENDS INTO CONC. 0.(6) C. JJ PANEL WIDTH PANEL WIDTH & DETAIL M ON JAMB ANCHORS SHEET 23 SHEET 23 ) (TYP. G CLUSTER SHOWN SEE CHART ONASHEET 15 INSTALLATIOSEE N) FOR CAPACITY - - 6 i 6" 14" 3" PRODUCTREVISF11) °C �pb'k ith t!r Fldi& dug z i MAX. 7YP. 3 TRACK SILL ANCHORS INtdmWC k g n Aoecpnmcr No �7^12/ •ZU E>.pin•mm Dmtc - P,aWrt e•.twi g• g• g" 8• 8• 8• 6• g• 8. 8• 8• • g. • • • • • • • • • • i d O Feel (1) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP a11STER •� Fffi a�"I�i i • i . `.����tA� I I•I,,�,'' o _i S • oi TYPICAL ELEVATION TESTED UNET ' TD592 Y ND' 1 m o 0 e . nit o zoo$ l c drawing no. Wl0-31 • D.L. OPENING • • • • • • , i I�p� P • : ��� D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" • • • • • • '•11 I0.•• \�� D.L.O. WIDTH = NOM. PANEL WIDTH - 6" • • • • •• • - '• PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" • • • • • • • • • • • •,��,J.,4VAL G}� IM•tt T1 • sheet 2 of 2g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• -I FALSE MUNTIN OPTIONAL SEE SHEETS 1 13/16" 17, 19 & 21 MIN. FOR FIX. PANEL ATTACHMENT mw 2 TRACK JAMB ANCHORS o 6" 3" IYP. ��- 190 9/16" MAX. (8) ANCHORS CLUSTER SHOWN 2 TRACK HEAD ANCHORS UUUK FKAMt WIUIH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS Al C1 HEAD ANCHORS 14" MAX_ 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY - 6"' HEAD/SIL CORNER; REINFORCING AT INTERLOCKS G 1 i it H J 1 OPTIONAL SEE SHEET 13 II 11 FOR CAPACITY 11 II II 2 POINT 42 1/8" 42 1/8" i i = o �° 6 __ II = _--- __= SINGLE LOCK SEE SHEET 24 D.L. OPG. D.L OPG. a n i o li II FOR DESCRIPTION O p 11 I I II II I i B1 D1 = SILL TYPE 82 ANCHORS 48 1/8" 2, 3 OR 4 PAIRS 48 1/8" AT STILE ENDS PANEL WIDTH PANEL WIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 61 D1 �p �^1 p) •s aimm (2) raP mmu (2) ■ID mrsaa (2) mmm (q aixlu (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. i i I I I i I I I O Z 4 N I XO SS I ~Q MZ OU �N . rnQ �U O}I ml JO m awl O 3 Z� I I 1 Yml d OF POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS MoDUCI "� °IrWY•K �� tkYr 7erW g°�a8 Cade �I a1f•a 11s� fO`(' � rodur/ Coataal D.L. OPENING I� D.4•4EI"F Q.0OQe FRAI.4f HEIGHT` 9 it f,16" DIL..O. WIDTH. N&M.IPAIjVL WIDT+I y6"9 - FIINEL HEIGHT= DGM FlAM. HIGHI-193/16" • •• • • • • ••• • O • • • • • •q/•9 • ``� 1s1 111L1u//Q//A/' � •i O 2018 ``` �pJrnCENA�PsFO '• V MAR 5 • • • • •• a • �� &OP .. ,jfJ, draWing no. • •• W10-31 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 11 �6" 3 CL UST)ER SHOWS - BANCHORS (SEE SHEET 22) CLUSTER SHOWN H . � in 14 EXTERIOR EXTERIOR N ? MAX. / 3 TRACK n 149 5/16" 146 9/16" HEAD ANCHORS 97 3/4" FALSE MUNTIN OPTIONAL i � 1 48 1/8- ANCHORS IN PAIRS -� �AT HEAD/SILL/JAMBS i''i M H I I H 0 __JY___HL__ 2 1/8.,1 L OPOI II II I' h III- I� w B D F x HEAD ANCHORS 14" MAX. HEAD ANCHORS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS AT SDLE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6" MAX. AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 1 SEE CHART ON SHEET 15 FOR CAPACITY HEAD SILL 1 CORNERS REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 P FOR CAPACITY H No- 2 POINT DOUBLE LOC 5 SEE SHEET 2 O FOR DESCRIPTION 42 1/8" 42 1/8" f I 2 OINT DOUBLELOCKS D.L OPG. D.L. OPG. SEE SHEET 24 FOR m DESCRIPTION ozd ---1 r I-*� POCKET ET JAMB ANCHORS `_ _ `` '' SILL TYPE B2 ANCHORS SILL TYPE 82 ANCHORS 2 �` --_/ �` I 1/8 48 1 8" - / -'1/8- 48 1/8` 48 a� 2 OR 4 PAIRS 2. 3 4 PAIRS AT CORNER STILE ENDS. AT STILE ENDS JJJ PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH �o U SEE CHART SHEET 15 A 3 TRACK FOR Y SEE CHART ON SHEET 5 FOR CAPACff JAMB ANCHORS FOR CAPACITY m 6" z 14" 3" EXTERIOR (4) ANCHORS /r> ANCHORS EXTERIOR n MAX. TYP. CLUSTER SHOWN) (6) 3 TRACK n (SEE SHEET 22) CLUSTER SHOWN SILL ANCHORS (TESTED UNIT) TYPICAL ATION •• ••• • • • • • •• fi+ODVCI REVS • • .6 • •• • • • • • • • • • • • ••• of ` Aoegltaoce No 1-7-(a11-tv •'MAR 1/4J 7rirk ,.ti ��1i EaPlrod.• Rote '�./'� ��a`.' �'' G//ENSF'• :®� I n l70592 48T4d Brdr v rgrUof • • • • • =,iz �. /i i � • : tr = - • • • • • • • • ATEQF • (y�� drawing no. �..ORN ,10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME W. x H L K 0 XXX (SHOWN) OXX XXO XXX (REVERSE) XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH CC H H K 0 K XXXXXX (SHOWN) FRAME WIDTH ��ANEL WIDTH I ANON-REINF. INTERLOCKS Mpg T w .w Mims EXTERIOR `'V cf/ LJ FRAME N NON-REINF. INTERLOCKS SEE CHART ON SHEET 13�\ DOOR FRAME WIDTH Is [oil L _. • - Ae IA f1• A C iw OXXXXID EXTERIOR O I O EXTERIOR O I_ PANEL WIDTH CAIGKIVK v v �� u 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 0 1I 90 CORNER DETAIL '0' ON SHEEP 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF Jl THIS APPROVAL QUALIFIES DOORS WITH APPROVED U �' U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 11�� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y I 0 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES Z h m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF " N a W d Q m 0 0 j N O 0 t In Ohm 0 IL N N p • N Q W j IJL N (L ZN_ o J cm< Qwm O c i - n H H NOM. PANEL WIDTH © O r " z p W 0 H T] L C N � OHNo y, 3 N K7 n 0 K n � 3 � r � O OH OH OK PRODUCE REYIMP 90' CORNER DETAIL '0', ON SHEET 22 135' CORNER DETAIL 'J ON SHEET 22 OPTIONALIN U E IL J NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 TtcTdin CC wiK the Rle�Yt Al mi,.No (71Zlk. P FRAME WIDTH E'pLna DM1°�10 6 hk.-' Piode C••41•I • • • • • N• • • •1�11I III. VNON-REINF. 1•T•RLOC•E• • • • • +fl •��a �i� I SEE CHART ON SHEET 13 .`�.Oa .�- ,^T•Q NOTE: MAlLRT� APPROVED CON ETF ORATION 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • •N 0 ®Ji ��6 • J NON —POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHE • 13 SEE SHEET 13 FOR DP AND REINFORCING OPTIONS ET• • • • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • F�>� !�kT\ drawing a no. °R!a- W10-" 1l • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PXXX(SHOWN) XXXP PXXXXXXP (SHOWN) d DOOR FRAME WIDTH = I H ll H I e U W ¢ I o M K I PXXXXXX(SHOWN) XXXXXXP cc c DOOR FRAME WIDTH r-- LI I z, � H H J H H 0 mo v I I M I N UUOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED L ANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS Aa SEE CHART ON SHEEP 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V r-- I ARE PRESENT. Fmt: FOR DOORS USING 90' & 135' CORNER STILESLIMIT MAX. DESIGN LOADS TO ±60.0 PSF 10L MO OH EX RIOR HO © 9 p m H n DOOR FRAME WIDTH p' 0 07 °o -- NpILOQNEL WIDTH NON-REINF. INTERLOCKS p 0 E r— I I I I Y OI 10 ai Ia I I I I I I Elm N IN0 mz V Q W LL N - o J 0 (D n Q W m f EXTERIOR v �o 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON-R EJ NF. INTERLOCKS -F SEE CHART ON SHEET 13 O I O EXTERIOR O O ' OCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 OT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J I I 1� I 0 1 la i PXXXXXO(SHOWN) O OXXXXXP APPROVED CONFIGURATIONc POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. rNON-REINF. INTERLOCKS �1 SEE CHART ON SHEET 13 u 0 U lMJ O ARODUC I REVIBGp `-' BP B h the Fl." A—pt-o a No I ^ Z/$• E.V&* - Date .t /... c d • A •• • • EL WIDTH •� • • • '11111I • • • • • • �` .i PIO� MAR ,r • ••� �5 ?018• • • • • •h:e�'•H 3 i • • •• •'%'s'S • • • • �....I0 ` sheet 6 of 28 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LJ EXTERIOR l^_J U �� 90 CORNER DETAIL '0' ON SHEET 22 U PAN 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 3. :3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • oo� - drawing no. oF� :•�� W10-31 5 a C DOOR R FRAME W., MAX. FRAME WIDTH �� REINF. INTERLOCKS SEE CHART ON SHEET 13 = K w H w � 0 O O K7 Q EXTERIOR ct XO (SHOWN) OX XX DOOR FRAME WIDTH Ir AT 24" O.C. MAX. FRAME WIDTH ��� ��� OXO (SHOWN) OXO (REVERSE) OXXO XXXX (SIMILAR) NO Jt 7O EXTERIO G1 90' CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl Z `r .... .... _.. v U ct 90' CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J7 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF PRODUC f'REVIRED to —pbug with thw Flo" Tsddiwg Eede Ac pt.w N. % %Z(k•ZU Ex*6w. Dwte .. . . . . . . • .. . . • . . • • . • . .• . • . • • • • • • • • • • ••• •• • •P9.��. APPROVED CONFIGURATION NOTE: MAR O 5 2O1H NON —POCKETED DOORS (NON —REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • • • SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SH=ET .13.•• • ••: TWO U TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ro4ftU Z mn 0, h m � N 1.w W Z b Q jL N Q: 001 o 0 N m 0 N n V Ow.l CO2- o 0 E a owp ao Z N LL �2J ry Q W 7 N _ m J00a Q wmf r U � C I n ca 00 L F C 3E N o 0 M n OZ� 30 _o C)Q CD rpJ t' o I • :�= v m e r irowing no. W10-31 DOOR POCKET CAVITY NOT 13Y CGI FRAME r NOT PART OF THIS NOA WIDTH -I iIII I DOOR FRAME WIDTH r-- L I 1 I < 4 IU O IU 0 la M io a Ki O I L__ L---- O EXTERIOR K1 PX (SHOWN) XP D00�� I � I I I I J7 tjl IU O C YI la a a 0 ---- PXXP DOOR FRAME WIDTH I H H I J g y }, � la I PXXXXP DOOR FRAME i I iI I I I H K U O I � la I o I M I L7 L PXX (SHOWN) XXP DOOR FRAME WIDTH I 1 I ly �' UO y' I pl la a� O EXTERIOR J1 Q 90' CORNER DETAIL 'a' ON SHEEP 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 r I I I ly U la DOOR FRAME WIDTH r-- I 1 I� < IYrnU ¢ Ojo J y 0 I Y io L K a 0 M K1 PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ........... v v 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS I SEE CHART ON SHEET 13 HO EXTERIOR'' O —b 1 90' CORNER DETAIL '0' ON SHEET 22 13S CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH ��U NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 m 1-- OH �n q I IIL Cw��^ 14 L O EXTERIOR O 10 � H L1 0 t J') v Cae arcz", o THIS APPROVAL QUALIFIES DOORS WITH APPROVED C a. O o CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS O m y O ro WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q W j I N ARE PRESENT. "I rn _ o m FOR DOORS USING 90' & 135' CORNER STILES .j u m < j LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q w m f NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. lH) V 'RonucrREyOM T%.1Li.g E. AcgpTgpce NO ZJ ! ao bgL�u �-o � 33w U z d o � • • • PCC TQ BARE2J bOT ?ARTb OF•THIS APPROVAL m c o G "W AHJ. • • • • • • • ``•111�1•11y //// �:'••JCEN___Tit i�i I • • • • • • •'A •• �� drawing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH s o 0 XXXXXXXX (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED v CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSITEm� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. m FOR DOORS USING 90' & 135' CORNER STILES 0 F m W LIMIT MAX. DESIGN LOADS TO ±60.0 PSF z a W O O p " IL � 00U /�y00WH V � It O 0ILca', al ° oopp �y0O � Q w j LL Z N O �to<n Q wmi " FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SH ET 13 J7 7 © HO EXTERIOR 13Y CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J7 M20DLIGCREVf6FQ Y—plyin with Mt fbnif9 t..ding Code A„eptsn„No 17-12lX •2v E�P-b o pot, I 2—P- �s 6ep. • 11111 I i�,' • • • .. MARro 5'1ri8 • • `�•, ;''��'�°'. NOTE: : % 705W . APPROVED CONFIGURATION • • • • • • �t : 1'I i • ; {7 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • . • •: NON —POCKETED DOORS (NON -REINFORCED SHOWN) S SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET013. • • • • L • • • • • • • • �TpTE �!/� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • OR10�• •• `�` FOUR 4 4. DOOR SHALL MEET EGRESS • • • • • SS REQUIREMENTS AS APPU• • • • CABLE PER FBC. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lii: drawing no. W10-31 DOOR FRAME WIDTH w 0 O I.- FE I 11 611LIO 1 I L XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH XXXXXXXO (SHOWN) OXXXXXXO 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P. ON SHEET 22 OPTIONAL IN LIEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVEDU CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS !!f WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V ARE PRESENT. .� • Z FOR DOORS USING 90' & 135' CORNER STILES m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF w " n G: O c N O J N ` 0 d N xx 0 �WJm voW� cy0sm, 0 D L a °a O OyNo- W Q J LL N Z n o _ n c1\ J °t0Q w Q wmf EXTERIOR U ►RODUC f REVMD as occpwtF with the Fled& i mdint Q.& w 00 A-glb -No 1'7-17-lk"Za € '0 C 2 � Eapintiaa Ote 4�2Z r� 3' o n o _ 99 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 • • • • • • • • • • • • o o e - OPTIONAL IN LIEU OF J • • • • • • • • • 01 • • • • • • • • • o i • ` •• • • • • ••• • c z o •• ••• •• • •``` 11A tttT'' o R0� MA 20t8, n NOTE: • • • • • •' �.tdA. 7592 • s APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • : �lf1 ' • •' _ o • • • • • • • A"a i ,% NON—POCKETEn DOORS (NON-RE)NFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET M3.• • • • • /�iA O' � � drowing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. i FOUR 4`` TRACKS • • •• • '%�'$.� �1o""•C9�¢? W10-31 1 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. _ '�4l011�`�� sheet 10 01 2A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH I H I � jpa H o I M PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH I I� Y O� O � la O o I M I r I I I I IY 10 I la DOOR FRAME WIDTH NOM PANEL WIDTH NON—REINF. INTERLOCKS LJ LJ EXTERIOR LJ I I I I I I� l yi0 10 01 ILL ai I I I I 1 1 I PXXXXXXXXP (SHOWN) O to THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS /10 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. Z � m FOR DOORS USING 90' & 135' CORNER STILES n LIMIT MAX. DESIGN LOADS TO f60.0 PSF � i O U p p O W `xxr Ooy� V G of .a O Q aoo.�+ O-a �CI aN VIp m �Z�� W ] LL N Z N o 0Q J Z5 w ammi� f5 [if INTERLOCKS ON SHEET 13 U �� U EXTERIOR U 9T CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J IµODUC C _Vmm u—piynswar a«+4 _'-,inp CoAe_� Zo Axepaece Nu ( � �11 �1pp pam A Lttn k$•✓ �r roiect Ca••d •• ••• • • • • • •• • •• • • • • ••• • 9 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) NOTE: I00'Ib592 / SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • • � �j : . �' • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. : : • • : : : j �:�� • •; � FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SFIEQ 14. • • • • s�•:1 ,ttgtA�pp •Ly', 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • • • • o •"zIDT!.' POCKETS ARE NOT PART OF THIS APPROVAL '�s •`•�• AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ... . . • . .•. • . • • . . • • . . • • . .• .. • . . .. .• .•. • . . ... . • rawmg no. W10-31 cmr�_ DOOR FRAME WIDTH I I = I I a IY K Om O � la o � M I L--. PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH Irl jt H H J H H to 0 H H Ia I b I M I PXXXXXXXO (SHOWN) THIS APPROVAL QUALIFIES DOORS WITH APPROVEDJW81, CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSWHERE STILE CONFIGURATIONS SHOWN ON SHEET 22ARE PRESENT.FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF ID IL n V O Wei Q' O>M O Ir o, 0 c O FRAME WIDTH N o m Q W Lq LL NOM. PANEL WIDTH NON-RE1NF. INTERLOCKS W N N :L Z G 2 SEE CHART ON SHEET 13 J p Ip Q Q ZMEW O � U N c w 0 ^ p n z Q O O O O O EXTERIOR 90' CORNER DETAIL •0' ON SHEET 135' CORNER DETAIL 'P' ON SHEET 22 22 O H o OPTIONAL IN LIEU OF J y V) n •RODUC f REVMM — 3 r � o 3 � n 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J •• ••• • • • • • •• ••• impk]* 5•701 J_kL I", APPROVED CONFI nTlnnw ` POCKETED DOORS (NON -REINFORCED SHOWN) NOTE: "7g592 SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • ��? • • • • i • • :•• l�� i • • FOUR _(4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE Si1EEi 13.• • • • Ste••..-�TA�pp• POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • •• • • �pRipP!•' (�� • • • • • • •����"s �y AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ,L```` ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i i o I T S a drawing no. W10-31 DESIGN LOAD CAPACITY - PSF (GLASS) NOLL PANEL W®LN MG1NL5 DOOR FAME N B1C„ES NUMBER OF PANELS ALLOWED GLASS TYPES 'A' & 'Al' GLASS TYPES 'B. & 111. INTERLOCKS W/o REINF. INTERLOCKS WITH REINF. EXT.(+) IM.(-) EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 B2 10 60.0 $0.0 80.0 80.0 10 60.0 60.0 80.0 50.0 10 60.0 60.0 80.0 80.0 42-1 8 48-1/8 54-1/8 10 60.0 60.0 50.0 80.0 10 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1 /8 48-1/8 54-1/8 84 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 Boo 10 60.0 BOX 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 BO.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/B 42-1,160.0 48-1/8 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 B0.0 80.0 60.0 80.0 80.0 ��O60.0 60.0 Boo 80.0 9 60.0 60.0 80.0 80.0 24-1/8 30-1/B 36-1/B 42-1/8 48-1/B 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 ""0 10 60.0 ..0 B0.0 9 60.0 60.0 BOA 80.0 GLASS TYPES 'A',B', 'H1 INTERLOCKS WITH RELNF. EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - 60.0 60.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 108P-E 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 80.0 60.0 - - 60.0 60.0 - - 60.0 60.0 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/B 48-1/B 114 10 - - 60.0 60.0 10 - 60.0 60.0 10 - 80.0 60.0 10 - 60.0 60.0 9 - - 60.0 60.0 24-1/8 30-1/B 36-1/8 42-1/8 48-1/8 120 10 - - 60.0 60.0 10 60.0 60.0 10 60.0 60.0 10 - - 60.0 1 60.0 9 - - 60.0 60.0 INTERLOCKS INTERLOCKS W/n RF.1NF. WITH RFTNF GLASS CAPACITY CHARTS _ NOM. PANEL WIDTH _ NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. EB E8.1 N SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. •RODUC I REVZW,, °� -gyi.g ri W lye RferiiE tr+•'lGing CWG A�PIWece EApiry,jM o.,� y s. tsti � MkAW lip ry4rf C4r11.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION •6EtLA'MpRj StTV4T QCA:5-MR-219 0592 : it • .. ATE 18: w, • • • • • • • • � R` '•�owP°:• ems.` Zm 0 w m h N Q (L Z ry a 1 o O W lV M IL N m Cl H O U N m u G a ei a0�n O a 0 -a L m O !V Q W LL N LLZU)--o �mf Q W Tf H bowing no. W10-31 3/16" ANN. GLASS 3/16" ANN. GLASS .075' Intedoyer -075' Intedayer U Soflex CP With PET Core Saflex CP With PET Core Eastman Chemical Co.' By 'Eastman Chemical Co.' of Z OR OR .090" Intedayer .090" Intedayer n m Soflex Clear And Color Glass Saflex Clear And Color Glass 0 F- W z By Eastman Chemical Co.' OR By 'Eastman Chemical Co.' ~ f 2 N I .090" Interoyer SentryGlas 3 8" AIR SPACE / R .090' me 090" Intedayer Oa n p �- M U By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' w N 0 w N OR 090" Intedoyer Trosifol 3/16' TEMP. GLASS OR .090" Interayer p H H j n PVB By 'Kuraray America, Inc.' Trosifol PVB By 'Kuraray America, Inc-' p m 3/16" HEAT STREWD GLASS 3/16" HEAT STREWD GLASS p 0 d p Q ,0� w tm SILICONE GE SCS 1200 F SILICONE GE SCS 1200 0 • Z K N ? v, DOW CORNING 899 DOW CORNING 995 m z DOW CORNING 899 DOW CORNING 995 Q W w N �:. Z 4 6 = o w M1 i N < Mi 'j y XL EDGE SPACER 02 Q w m f \ I. ST. STEEL BY 'CARDINAL' OR O DURASEAL BY 'QUANEX' P� SETTING BLOCKS OR r O AT 1/4 POINTS ON LITES p SUPER SPACER BY 'QUANEX' ,� 1 WIDER THAN 36' () o C 11 W EPDM 1 SETTING BLOCKS g F DUROMETER 85t5 F AT 1/4 POINTS ALL SIZES n iC SS EPDM W W DUROMETER 85±5 00 ri GLASS TYPE 'A' GLASS TYPE 'Al z O N wl 7/16" OVERALL LAM. GLASS 1' OVERALL INSUL LAM. CLASS = 0 = N o N 3/16' HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS 3. N � .075" Intedayer .075" Inteda er Ed n Saflex CP With PET Core Soflex CP With PET Core cF Z -uj By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090' Inteder a Y .090" Intedoyer Clear And Color Glass Soflex Clear And Color Glass (J By 'E By 'Eastman Chemical Co.' BByR 'Eastman Chemical Co.' O OR O 090" Intedayer SentryGlos 3/8' AIR SPACE 090"I tedayer 'Kuraray America, Inc.' Sen los B0R 'Kuraroy America, Inc.' u G p R .09D" Intedayer 3/16" TEMP. GLASS .090" Intedoyer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' PRODUCCREp=® o o " w 3/16' HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS a<aomplY•� klike B4l� u w i i bow:a=c.aa SILICONE SW CONE Aacpdnm No 7 C GE SCS F GE SCS 1200 E>WK1i•e Ore q l.�o 'L CORNING Z m DOW CORNING 899 m DOW CORNING 899 � N DOW CORNING 995 z N DOW CORNING 995 6 SL, c o � rt:% ma,n caul 1. M7 XL n ii SETTING BLOCKS v \ � M7 - EDGE SPACER i. L ST. STEEL BY 'CARDINAL' • • • • • • • • • • • • m o B o c z o I i- I AT 1/4 POINTS ON LTTES Ij !j ! OR • • • • • • • • • ij WIDER THAN 36" j i' r DURASEAL BY 'QUANEX' • • • • t • • • • 0 ai EPDM OR • • • • • • • • • • 0 DUROMETER 85t5 p PER SUPER SPACER BY 'QUANEX' • • • • • • • ` II1111L•T� o SETTING ^� 05 � AT 1/4 POINTS k K ALL SIZES EPDM i7p592 •�F' W W DUROMETER 85±5 • ••• • Ny •'�{y t.• • = _ • • • • • • Y • •'— v° 9 GLASS TYPE 'B' GLASS TYPE 'Bl' • • �7E 7/16' OVERALL LAM. GLASS 1' OVERALL INSUL LAM. GLASS • • • i • • • • • • o•A. %e • % �!20RID� ''.,sMAl1t;`�`� drawing no. W10-31 GLAZING OPTIONS • • • • � sheet 14 of 28 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE &.INTERLOCK ENDS EDGE e.' .SEE CHART TIE . F'()R O.UAVUT1ES ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS 2BY WOOD BUCKS IN CLUSTERS SEE NOTE SHEET 1 AT MTG. STILE & INTERLOCK ENDS 3 KSI SEE CHART CONCRETE FOR QUANTITIES EDG DIST. I G U m=� ' ors J w m ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE DESIGN LOAD CAPACITY - PSF (ANCHORS) NCIL PMIEL AArE]CHI HEAD ANCHORS (TYPE A, B & C) SILL ANCHORS (TYPE B2) CLUSTER AT STWWEAIDCK INDS CLUSTER AT 5T0. WrEM= MDS 4 1 6 e 4 EXT.(+) 6 EXT.(+) B EXT.(+) INT.C- 24-1/8 30-1/B 6- 8 82 80.0 80.0 80.0 80.0 60.0 - - ]6.2 80.0 - 42-1 8 46-1/8 54-1/6 72.4 80.0 - 68.7 80.0 - 80.0 - 63.4 80.0 - 62.8 71.1 59.5 71.1 71.1 24-1/8 30-1/8 36-1/5 42-1/8 48-1/8 54-1/8 84 80.0 BO.0 80.0 _ - 80.0 - - 75.5 80.0 - 71.8 80.0 - 67.8 80.0 64.3 80.0 62.3 80.0 - 59.1 80.0 50.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 80.0 - - 80.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 65.6 50.0 61.9 80.0 - 58.7 BOO SO.O 56.7 80.0 BO.0 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 46-1/e 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 63.9 50.0 60.6 80.0 57.0 80.0 80.0 54.0 80.0 B0.0 51.9 77.9 80.0 49.3 73.9 80.0 24-1/5 30-1/8 36-1/8 42-1/8 48-1/8 54-1/B 102 60.0 60.0 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 54.4 54.4 42.0 54.4 54.4 24-1/8 30-1/B 36-1/8 42-1/8 48-1/8 53-1/6 108 60.0 - - 60.0 - - 60.0 - .0 - - 55.3 60.0 .5 60.0 60.0 60.0 .6 60.0 60.0 44.5 60.0 .2 MLO 60.0 41.6 54.4.4 54.4 54.4 24-1/8 36-1/8 42-1/8 114 60.0.030-1/B C60.052.5 60.0.2 SOO 60.0 51.9 60.09.2 60.0 60.0 45.9 60.03.6 60.0 60.0 41.5 60.09.4 59.1 60.0 24-1/8 30-1/8 38-1/B 42-1/8 48-1/B 120 60.00.0 - - 56.9 60.0 60.0 54.0 60.0 60.0 48.8 60.0 60.0 46.3 60.0 60.0 43.1 60.0 60.0 40.9 60.0 60.0 38.9 58.4 60.0 36.9 55.4 60.0 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE AT 18Y WOOD BUCKS & ENDS SEE NOTE SHEET 1 SEE CHART FOR QUANTITIES EDGE alST. '3 ' 3 KSI .5 CONCRETE 1ImJJ X 1ImJJ N vsi ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE N I=/1 a TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE METAL STRUCTURES & INTERLOCK ENDS SEE SPEC BELOW 4 U � o Z n SEE CHART FOR QUANTITIES q O Z `�' i N Q R 3 5/8" ? a ? m 0 O W N POv U ? O U N r V c>m ANCHOR TYPE C < ms 0 a¢¢ O o O a a i INTO METAL STRUCTURES o o OR APPROVED MULLIONS 0 y w O WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT JAMBS- F_,PE 'A'- 'ELCO' D OR PAINTED (STEEL mzj Z y u. n I O E .- J Z M c w Q w 01 i 0 'A' 1,/4" X 3-1/4" ULTRACON BY 'ELCO' Fu=177 KSI, Fy-155 KSI) TYPE _7,/4' DIA. ULTRACO4 BY (Fu-177 KSI, Fy=155 KSI) � N RiETE� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ti n 1-1/4" MIN. EMBED INTO CONCRETE I 1-1/2" MIN. PENETRATION INTO WOOD I c m THRU 2BY BUCKS INTO CONCRETE THRU TBY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 'ELCO' o 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 (Fu-177 KSI, Fy-155 KSI) z C) DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC. OR MASONRY 25 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c I I 7 I TYPE 'C'- 1/4" DIA F DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) In I j r m INTO MLAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS 30 OR OR I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) w € 'D 3 C Z N (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE h 3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (5063-T5 MIN.) v� 0 :2 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N U O � _j - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATE ) � - Lam- - - - - -AT SILL - - �JJ ANCHOR EDGE DISTANCES NPE 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=m KSI, Fy=155 KSI) INTO CONCRETE oR MASONRY - 2-1/2" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN.-WODUCt REl7LCE• 1-3/4_MIN. EMBED INTO CONCRETE- _ WOOD AT HEAD OR JAMBS SG = 0.55 MIN. " ­tPI7TR8 w$h t1w FT6da -' CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN, beldl8g C•tk Acerptaece Ne � NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS V. = 2000 PSI MIN. E-!PtR �e m1 ANCHOR CAPACITIES LISTED ON THIS SILL RISERS a SHEET TO BE USED IN CONJUNCTION SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS k. WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITYbt =✓A+MP Cdya LOWER APPLICABLE VALUES CONTROL i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B z TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m N w 0 0 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES UMTT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMR EXi.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. PO ED & HARDENED NO-METALLI /NON -SHRINKAGE HIGH STRENGTH GROUT Vc = 5000 PSI MIN.' NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE . � I •1• ..3 �•�' / 1 s TYPICAL ANCHORS • 000 • • IN CLUSTERS • • • • • • ' AT MTG. STILE • • • • • • & INTERLOCK ENDS • • • ! • • • • SEE CHART • • • • • • • FOR QUANTITIES • • • • • �••1-QI A*,III//7', o `' � �P uGENBF� j 0592 a - r ATE F •: (U�� drawing no. W10-31 ••• • • • ••• • • TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT VTG. STILE &.INTERLOCK ENDS EDGE LSi.4 .SEE CHART F'OR" QUAffTJTIES wU " U ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRLIT:TIIRFS 2BY WOOD BUCKS TYPICAL ANCHORS SEE NOTE SHEET 1 IN CLUSTERS AT MTG. STILE 3 KSI &INTERLOCK ENDS PONCRSEE CHART pUES3 5/A" DESIGN LOAD CAPACITY - PSF (ANCHORS) NOM. PANEL. WIDTH FICHES DOOR HEICNT INDH6 HEAD ANCHORS (TYPE A, B k C) SILL ANCHORS (TYPE B2) CLUSTER AT SNLFANIERLOCK ENDS CWSIER AT sRE/INIERlOCK DDs 4 EXT.(+) TNT.(-) 8 EXT.(+) w.(-) 8 EXT.(+) INT. - 4 EM.(+) INT.(-) 8 EXT.(+) INT.(-) 8 EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 4B-1/B 54-1/8 B2 80.0 80.0 Bo.O BO.a 80.0 - - 76.2 80.0 - 72.4 80.0 - 68.7 80.0 - 66.B 80.0 - 63.4 80.0 - 62.8 80.0 - 59.5 80.0 80.0 24-1/8 30-1/8 36-1/B 42-1/8 48-1/8 54-1/8 B4 80.0 - - 80.0 - - 80.0 - - 80.0 - - 75.5 80.0 - 71.6 80.0 - 67.8 80.0 - 64.3 80.0 - SZ3 $0.0 - 59.1 80.0 80.0 58.4 80.0 80.0 55.3 80.0 80.0 24-1/8 30-1/B 36-1/8 42-1/8 48-1/B 54-1/8 90 80.0 80.0 79.7 60.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 61.9 80.0 - 58.7 8..0 80.0 56.7 80.0 80.0 53.7 80.0 80.0 52.8 1 79.2 80.0 50E78' 80.0 24-1/8 30-1/8 42-1/8 48-1/8 54-1/8 9657.0 80.0 - - 73.8 80.0 6936-1/8 63.9 80.0 - 60. - 80.0 Soo 54 80.0 51.9 77.9 80.0 49.BO.O 48.2 72.3 B0.0 45.80.0 24-1/B /8 36-1/8 42-1/e 48-1/8 54-1/8 102 60.30-1 60. W".3.._. 60.0 56.2 6D.0 60.0 60.0 50.0 60.0 60.0 60.0 45.5 60.0 60.0 60.0 42.0 60.0 60.0 24-1/e 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 lOB 60.0 - - 60.0 - - 60.0 - - 60.0 - - 55.3 60.0 60.0 52.5 60,0 60.0 49,1 60.0 60.0 46.6 60.0 60.0 44.5 60.0 60.0 42.2 60.0 60.0 41.6 .0.0 60.0 1 39.4 59.1 60.0 24-1/8 30-1/8 36-1/8 42-1/8 46-1/8 114 .0.0 60.0 60.0 - - 57.2 60.0 60.0 51.9 60.0 60.0 49.2 60.0 60.0 45.9 60.0 60.0 43.6 60.0 60.0 1 41.5 60.0 60.0 39.4 59.1 60.0 , 24-1/8 30-1/8 36-1/8 42-1 8 / 48-1/B 120 60.0 - - 60.0 - - 56.9 60.0 60.0 54.0 6D.D 60.0 48.8 60.0 60.0 46.3 60.0 60.0 43.1 60.0 60.0 40.9 60.0 60.0 ; 38.9 58.4 60.0 36.9 55.4 60.0 TYPICAL ANCHORS IN CLUSTERS 1 BY WOOD BUCKS AT MTG. STILE k INTERLOCK ENDS SEE NOTE SHEET 7 SEE CHART FOR QUANTITIES EDGE' 11151' _ °3 5/8 ' 3 K; CON TYPICAL ANCHORS �lU IN CLUSTERS METAL STRUCTURES AT MTG. STILE SEE SPEC BELOW & INTERLOCK ENDS SEE CHART Z m po FOR QUANTITIES 0 F 3 5/8" Q f Z n zoQ�o OWH`" 0: 0 u In ANCHOR TYPE A THRU 18Y WOOD BUCKS cT m ai ¢ ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE m x rn a ANCHOR TYPE C INTO METAL STRUCTURES m N O? O a M o IL a o 0 a o p INTO 3 KSI CONCRETE o J OR APPROVED MULLIONS C. I.q4 O N N'¢ O . WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q W y LL c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH Z o i '3 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. J t9 U Q Z 17 - Q W Of F F - - AT HEAD - - - - - - - AT JAMBS - TYPE 'A'- 1 /4" % 3-1/4" ULTRACON BY O' (Fu=177 KSi. Fy=t55 KSI) -1 � E 'A'- 1 /4" DLA. UI TRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) THRU 1BY BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" X 31 X 31/4u���CON�' OUL�eCON�' O' (Fu=m KSI, Fy=155 KSI) I TYPE 'B'- 1/4" DIA. UL��CON��' (F-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INTO CONIC. OR MASONRY I 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA SELF DRIIIING SCREWS (GRADE 5 CRS) I I TYPE 'C'- 1 /4" DIA. SELF DRI I IN • SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - --- --AT SILL ---- J �GHOR�E TYPE '82'- �4" DIA UL�CON��CO' (F.-177 KSI, Fy=155 KSI) INTO CONCRETE OR MASONRY = 2-1/2" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. 13/4=- - - MIN. EMBED INTO CONCRETE INTO METAL STRUCTURE 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 30DO PSI MIN. NOTE: ANCHOR CAPACITIES LISTED ON THIS C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2DDD PSI MIN. SHEET BE USED IN CONJUNCTION SILL RISERS •R.ODUCF REVID® At,g, Plvingwi141116Fi91w 3 WITH GLASS CHARTS ON SHEET 13 SEE SHEETS 15, & 18 FOR OPTIONAL SILL DETAILS BMIeing Code AND SHEEP 1FOR CAPACITY 1'zl i LOWER APPLICABLE VALUES CONTROL. hcccp166ce No k 3 TRACK SYSTEM SHOWN ALSO APPLICABLE D°te ' T �' t ANCHOR TYPE B ? ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE 6� IRECTLY INTO 3 KSI CONCRETE � PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m x • • • • • • • • • Mrq-� Umll GAI.(+) LUAUS 10 60-0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. • • • • • / 5117P592 �. PO ED h HARDENED TYPICAL ANCHORS • • • • • • �+{7 j • IN CLUSTERS • • • • • J+ NO-METALU /NON -SHRINKAGE AT WTG STILL • • # •® �' HIGH STRENGTH GROUT &INTERLOCK ENDS • • • • • • / 37OF :•[yam• Yc = NOT PSI MIN. Y NOT BY C.G.I. SEE CHART • • • • e •t 1018 •� �''•. • ORIDP.••' e�: MUST TRANSFER SHEAR FOR QUANTITIES LOADS TO STRUCTURE /I1/111111\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • uP:15 ITawing no. W10-31 z mm Q F h m Z N F' W 2 0 a O 0 N n IL " 0 GHQ V WEEP SIZE 1/4" X 1/8" cy o?m o 0 a 0 o N REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. Q i o W Z W N Z N o m OPTIONAL SLANT SILL ADAPTORS '� z m m 5 r < w Q W d c � S n O z 0 w W DECORATIVE SILL COVER — v�i Of OPTIONAL C l� 0 n v 3 C, On O '"OLUC T REV1RM vvoVM-B with the "I , Is 6udiv; & Acceptvv�x Nv 1 -(2/ . 2, E'Wrvwv Ovm A 2.L2 • SILL RISER ILL RISER EOD. FOR LOADS 90VE +60 PSF THREE (3)TRACK DOOR DETAILSDOOR DETAILS • •• • •• E6.1 REOD. FOR LOADS ABOVE +60 PSF �J111111111 /// ' o 1� P® !i o y,J'•3GE 1p �1 Z 3 ter, .��� /4AOF drawing no. R• RID, \ ••• • • • •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2' MAX. LOAD BEARING TYPICAL FOF �z U O UO� LOCK STILE IX6 OR LARGER WOOD BUCKS Oaeucl unnru WOOD STRUCTURE O REINF. AS REDD. SEE CHART ON SHEET 13 FOR CAPACITY Emus O EXTERIOR INTERLOCK (REINFORCED) DOOR FRAME O 1/2" MAX. LOAD BEARING SHIM z z Z O II $ TYPICAL ANCHORS SEE ELEV. u II FOR SPACING c w�j 0 II O INITERLOCK (REINFORCED) #10 X 1-1/4" SS PH 1 PER O 3 PER PANEL AT 18' FROM EACH END AND AT MIDSPAN 3/4SS FH SMS 1 PER CLIP ,emu c O Z q OZ %N W a� "s �O0 "gym L a " m°F~ O U N 0 rt 0 K C O aG� O N N p a W z LL N ZVi_ a �a0Q m aW0 f w 1.0-2 n 6 ASTRAGAL �RODUCi'QEYYO► z u mmpiyl.at.ri6 HeFWY. v V 4 C Accra case Nc, —(Zf Zp O F N o Eepiratise Datc N � n n 3NM 0 h AA n" i✓b�dr rydy G 1 Ce." ` Z 1f v 30 _n 1/4' MAX. �_� " \LOAD SHIM STRA U O: w SHIM STRUCTURE ••. 000 . • • • EXTERIOR W • • FI P NLt: . : :.T. • DOOR FRAME WIDTH • • • • • • • • • • • • . • • �J DOOR FRAME WIDTH • • • MAR p 5 201B f; THREE (3) TRACK DOOR DETAILS • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. 9`� W10 931 SEE SHEET 15 FOR ANCHORS rc EDGE DIST. 1 3/4" E 3 HSI CONC. W O �i W r4 W & HARDENED RENGTH GROUTIRIN II MET NON C SILL RISER D00 N. 000 PSI MI E8 REOD FOR LOADS CGI WINDOWS ® ABO +60 PSF ZANSFER SHEAR 'O STRUCTURE D1 ® 1 O = 1 x • '�� 3 KSI CONC. _ EDGE DIST. 1. 3/4' WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL F`r 4 I l u JI II II J SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF II w ooepyy `"�I Ong Ca II A°ttPrartt • • • "iF'�•® yr" ��' • • • • • 2 . ••FC •.. . • • . .•• . . . . . • . . . . • . • .• .. . • • .. •. •.. . . . •.. . . u a V x i 1181 ag .1 Z l F.7 592N'l _ OF : •v� drawing o no. TYPICAL FOR TYPICAL ANCHORS SEE NOTE SHEET 1 SEE NOTE SHEET 1 m�U Z mm OZ °w W is 00ti0 O W I n a " Q; O w VoW.1 O`o'-m Oaco°1 OOLF M 2 0 JO N Q W D LL y^ �2U1 o FOE Q w m S h d V n g C 1 n SIM 00 the "ww p w r-t� � 1 O 2 N p Afear w.k roi•et Coa•el � ; N n � L1O } #10 X 1-1/4" SS PH SMS 1 PER CUP EE 3 n �o ¢ 3 PER PANEL 1 /4' MAX. N 1 /2" MAX o o AT 18" FROM EACH END M2 LOAD BEARING METAL O LOAD BEARING TYPICAL ANCHORS AND AT MIDSPAN SHIM SEE ELEV. STRUCTURE U p Q SHIM "FOR SPACING #8 X 3/4" SS FH SMS U i PER CUP (O ('TYPICAL ANCHORS I FOR SP CING c A •+ I d N W 0 f � C • u Fyr U W DDeR FRAML•wil p • `• ••• • • • • W - . , k • c EXTERIOR DOOR FRAME WIDTH „ ' � p FIXED PAN •• • • • • ••• • p • • • • • • • • y11111Ii11/�� • • • • • 1'1�Q yl 12118. i s YEOF �lf,`V� drawing no. TWO (2) TRACK DOOR DETAILS • • • • • • i`'�}�qL ���`�� "' I I111111` sheet 19 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C HARDENED NGTH GROUT JK, NON-METALUC 0 PSI MIN. - .I VANDOWS RFER SHEAR STRUMRE �O REFER TO SHEET 1FOR VARIOUS INSTALLATION CONDITION! IONS. II v Z �m O h . 2 ry �. OOap d d (4 x 0 b'm m WEEP SIZE 1/4" X 1/8" V 5,zm 0 mmm°i 0 a W 7 LL N {I' Z Jzmaw aWmf� o C I — n N h M OPTIONAL o u SLANT SILL ADAPTORS N c U) N r` O v DEC�=NO SILL C THE SILL COVER OPTIONAL f��F � U C Z ' .� 3 0 0 II (�0Q J U n F nCC 20 d nu., RISER E8.1 REQD. FOR LOADS ABOVE +60 PSF SILL RISER ES REQD. FOR LOADS ABOVE +60 PSF I" 51i I� II II 1 II II • • 141 • II •• • • \1 111111111/I ' EDGE DIST. •..• 3•5/4 i •VAl 0:5 FOUR (4) TRACK DOOR DETAILS • �T/ •,� 0 •'STATE OF ••• • • • • ••• • • • • • • • • • • • • o n i drawing no. W10-31 TYPICAL ANCHORS SEE ELEV. U o FOR SPACING PANEL WIDTH 1/2' MAX. G2 o E6 LOAD BEARING 1/4" MAX. Z m 3 SHIM M15A 1 LOADSHITMRING METAL 0 M 1 D.L.O. L3 STRUCTURELa TYPICAL ANCHORS 0 W N SEE t].EV. IL u �d - - - - - - - - FOR SPACING 0 N r q�vyom.4 y v C K< C aca ti u w013�u�� II IL Z p N N 1 Al 1 O II N LL W N� o N RRRII � Z p � IVl M14A M16A II Q Q W mm n O o II I - Q II co C I G E27) EXTERIOR w EXTERIOR O 3 #10 X 1-1/4" SS PH SMS o U 1 PER CLIP DOOR FRAME WIDTH C 1X8 OR LARGER L2 3 PER PANEL G 1 O = N WOOD BUCKS AT 18" FROM EACH END M2 < to N m 1/2" MAX. AND AT MIDSPAN 1/4- MAX. LOAD BEARING #8 X 3/4" SS FH SMS LOAD BEARING �+ O M '� SHIM MErAl- 1 PER CLIP SHIM STRUCTURE E L Z 1/2" MAX. z 0 �i 3 0 - n 0z TYPICAL ANCHORS LOAD BEARING IA p SEE SPACING TYPICAL ANCHORS U f r SHIM jL�-I FOR SPACING N SEE ELEV..... O II II FOR SPACING TYPICAL ANC RS II SEE FOR SPACI G it m II o w --_ - _ --_ 'RODUCf REV7�p - - o 0 t. o r ocmM7V8 MH tie • • � • • • • " o f �1eS 6ed� • w f o - o A�Pteacc No%-/ZI • • �+ a z o Fa • • • • • • � EXTERIOR IBgce ;XT EM•CTR • • • • • UnIIIT� O err' aay i• "`'1� • • • • • • • • • +i` pp; ,qp{ �'''•, o c•orq PJ• '�' �. DOOR FRAME WIDTH DOOR FRAME WIDTH 2X8 OR LARGER WOOD BUCK OR • • • • • • : • •••• trt .,Y • / .'i7 •� o w - v • • • • WOOD STRUCTURE • • • •• g • • + >• I�F drawing no. • • • r�i�t•o ¢ �1� • - R•�nin.• Go2� W10-31 FOUR (4) TRACK DOOR DETAILS • •• • • ,`r!bAIAL��` TT 1111111 sheet 2� of 2g ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •f• • 9 DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY l. V �o �i ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF 1ft ,I :I #10-16 X 1/2m 3 rr HH SELF DRILLING SCREWS Z g m u I AT 6" FROM ENDS & 12" D.C. z O f � � o i O 90' CORNER © 135• CORNER F W N a Qa �0 0 �c o 3 '! #10-24 X 1/2' 10-24 X 1/2' O w N m y FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 1 II N -' AT 6' FROM ENDS & 12' O.C. AT 6' FROM ENDS & 12' O.C. w z li i � OGpr ymLL O0rlg N o MITERED WELDED JOINTS Q W LL w AT HEAD/SILL E32 w N _ o LL Z 2 JaMaw t Q W m f H 1 � -_.:_:.-..--_ _ ___-- - PTA •-• Q � w 2 7-�7 pOEXTERIOR N -0EXTERIORD.L OPG. MITERED WELDED JOINTS HAT HEAD/SILL M 6PANEL WIDTH PANEL WIDTH 0NDOOR FRAME WIDTH DOOR FRAME WIDTHZ30. IWNG SCREWS _ o AT 6" FROM ENDS & 12' O.C. 0 O 1 3/4' 3 5/8- 3 5/8" / i G p Y. N Z N (4) ANCHORS pAODUCCYE (4) ANCHORS e�oumpiydeg nit�6 WdUing Cede c, 6" 6" 8- 6" 6' E-10-a, No -121 x` C • (6) ANCHORS � � � Z _ "�— (6) ANCHORS j— j—•• ••• • • • • • •• 6' 3' 6' 3' 8' 3" g• 3• 6" 3" • • • • • • • • • y0 • •• • • • • ••• x, �R (8) ANCHORS - _ (8) ANCHORS .No. NP2 g• 3• 8" 3. 6•s t �• • • • • • • _ � i• IT�1 i i7 _ o' $ a < drawingno. TWO 2 TRACK THR (31 a FOUR 4 TRV • • eB•,mT0 * • • W 10-31 () �� FOUR (4 TRACK TWO (2) TRACK THREE (3) TRACK ()• • • `•� � �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MOUNTED U POCKETED JAMB 0 TYPICAL ANCHORS m 3 TYPE A, B OR C Z q m O AT 6' FROM ENDS AND O Z n tp Z 9' O.C. INTO WOOD/CONC./METAL 1-1/8" MIN. 6" O.C. INTO BLOCK ONLY Q C a o 1-1/2" MIN. WOOD EMBED 0 0` 0 0 SEALANT EDGE DIST. 1-1/4" MIN. BLOCK EMBED O w N TYPICAL PAD PILE INSTALATION LOCATION 1-3/4' MIN. CONC. EMBED a w 1/8' MIN. METAL THICKNESS O t CONC. i O ED m r 1 BLOCK 2 WOOD O _ METAL O d C Q O mz"o " i Q'KZjN mx J �ma IOIYY W m f F I rtn ll' EXTERIOR �' O z ® O N O a c N 0 0 L5 " Q W TYPICAL AT PANEL 4 CORNERS c POCKET CAVITY NOT BY CGI L�—i o NOT PART OF THIS NOA TO BE REVIEWED BY AHJDOOR FRAME WIDTH2 NOM. PANEL WIDTH H C1 OO O p p KtoaucrrEVAIM _ O O O O °'+•ePtpF•g with the Ffs+ijq o II Acc�eplancae Npc ".••.••.•• � - - _ _ _ _ _ _ �+P�rnfbe Dot m i II n O O O O p p�r— . ... - ...... � d ..... :.. ...... .. ....... m • • • • • • • • • • • EXTERIOR 2 ' • • • ' • • ' •' • ' �J�11 Vt Iw`. tt ,' _ , � y•.•' J4ENSE'• ;Y7 �' I � Noy) t - LIAR :: . / 9 y • • • • • • • • • :t0 •' Isiq iF � (y�� drawing no. • . • • . IW10-31 .. / 1111 11 sheet 23 of 2g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-TS CGI EXTRUDER - E3 CGI-186 FRAME HEAD 2 TRACK 5063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 AWN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CCI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPIIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-76 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E73 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) CGI EXTRUDERf30 CGI-155A MPJN STILE (OPTIONAL)63-T6 �6063-T6 CGI EXTRUDER - E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 63-T6 CGI EXTRUDER - E22CGI-158A ASTRRAGAL (OPTIONAL) 63-T6 CGI EXTRUDER - E23 CGI- 168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI-1B8 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (9T) 6063-TB CGI EXTRUDER - E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI-176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - M12 - BOTTOM RAIL SRFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-5I-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #IOX3/4" PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #IOX3/4" PH M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH M16A P501-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #'10X3/4" FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - 019 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/FNC SULLIVAN OR EQUN. 4 PER PANEL M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 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 Z m r 0 �m q ry Q 2 Z N 0' JOB O WI`mx IL G 1W LL 0$n� SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS V c W m TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT c 0 MAIN STILE AT 40" FROM BOTTOM 0 d7 ti g SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) rc z o n ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) W H W ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) , _ 0 2 m „ ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) J Z 05 w Q W 01 2 F DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SFr SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED5CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET iSECURED WITH (2) 6-32 X 1-1/2" OH MS � STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS o m N 0 7 n i U 3O=n O Uo�_j H e'RODUC C REVIfiIIII, to u mPbieg wit the Fbdit U h1e01Rg Qbe i Axepdw:e No 17-121 i Afe. ti.a4 P �uct rCooNd"'"i'�- y C U MAR 0 5 2018 •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • = ( drawing no. �i1(1 0-31 4.735 _� 070 .860 .847 1.250 E3 FRAME HEAD (2 TRACK) 5.921 .070 � 847 Ln 250 3. 0 FRAME HEAD 075 .075 2.600 .070 � 070 2.600 O TOP/BOTTOM HORIZ '67�- I .753 3.000--y i f=----4.735 -�i �5.921�1 v. 070 995 - O 1.41 Et FRAME SILL (2 TRACK) � FRAME SILL (3 TRACK) 1.490 -3 76n 3.750 2.005 m OUTER TRACK ASTRAGAL STILE I @ INTERIOR TRACK ASTRAGAL STILE E6 MAIN STILE 5 3.000 995 .095 F 1.770 � 5 O60 h L�j' 2.005 E5 INTERIOR INTERLOCK �{ 1.1116 m 71 � r.s-75 .995 .050 975 1.184 GLAZING BEAD LAM. GLASS 4 V 1 O I .995 .050 975 Z r pZ 0 e 3.255 w N Q 1.184 I� 2 Q a Ld 4.250 IL Q n 0 0 .3 0 0 GLAZING BEAD INSUL LAM. GLASS .070 O W N � W C7 f LL 995 O UNM 4508- O. M C m 0 7E-l TOP/BOTTOM HORIZ (OPTIONAL) O G p 0725 .664 � O ti ¢1.501 1.831 3.000 Q w Z 0 LL .070 �i z o i .125 J E 0 Q J _ .156 Q W T i M2 FIX. PANEL CLIP 3.000 1.490 1,415 O .120 w 2.005 O o EXTERIOR INTERLOCK (OPTIONAL) c n .070 1.366 ® v°ii .695 3.750 MAIN STILE (OPTIONAL) u) y 2.755 00 Li n 265 125 3.000 r m O SILL RISER (OPTIONAL) �3.188 .070 1.625 582 �t 2.120 POCKET HOOK E4 EXTERIOR INTERLOCK r1.825 1255 1- .125 � 1.310 _ i LU) dF 1.610 1.870 60 !n b 1.770 1.415 3 N M 3.572 .060 z -O � n Z� 070 I 3 O n f=--2.005 O_ 1® H V O r 1.255 INTERIOR INTERLOCK (OPTIONAL) ® INTERIOR I--2.U05--i TRACK ASTRAGAL (OPTIONAL) 741 .625 2.591 1.920 2.670 • • • • • • �• kISEF 3.510 SILL OVEIZ(aPTI�NAy) 0 ssstplyiq vith the NW& pmste Ns L;!-' �rireGs :Wte • � fi "l- - W-ef 1® E23 • • • • • f �' INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • •• ••• 0 0 L� o drawing a no. W 10-31 IN 4 FEMALE CORNER ADAPTOR (90') 1101J FEMALE CORNER ADAPTOR (135') 1 F3) MALE CORNER ADAPTOR 1.375 510 U o 1.650 .260 �.640 Z M 4.765 .06f70 FRAME HEAD COVER Q i ? n a 1.621 1 r.640 Q w N •.. �°�I V .344 � .060 () O ui erl II>m EY FRAME SILL COVER 0 0 d1 ¢o O FRAME JAMB (2 TRACK) a' VI m O lmv .243 Q w 7 �i -�{ 1.375 I o i `✓ a� 1.791 Q w om, i 1= O 1.620 60-q � N FRAME JAMB COVER o c c 5.951 .060 1.620 725 i b .065 —�—r -�i F.125 " O .545 ILi I o .090 1.620 1.505 ? to .065 O N o y N ^ h M I .664--i k- O "1 n .625� 0 FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP o� •RODVCLREVOW c I "ooanabl■s with dw Florid[ w WMing aoda Aoceptyym No Eipiryl{yy pyre c ,,.-, 1-,� y o o cde o o = - • •• • • • • ••• • MAR 0 5 2018 I ; • • • • • • • • • t - g��� drawing no. .•.. ... •... • . . . . • . • • . . • •• .. . • • .. .. ..• . . . ... • . jam---7,7. 0 O60 rL.925 .857 1.250 FRAME HEAD (4 TRACK) '080 2.600 .753 I� �L 7.730 �{ Ezs FRAME SILL (4 TRACK) 7 FRAME JAMB (4 TRACK) WE 4 TRA, FRAME BOTTOM CORNER 4 TRACK SHOWN IE I. V Z �m O N m W � a Q 1r O p U 0 OWN``r OC OGym V Qi' 11 O'o-m o Oao<o � O Omom Q Ir zr5 W 7Y, ^p W V) o m J 2 tqa w Q W 0 f t sz / °1RODVCC REV*" / n o aFtyk9 wm t:e Fkluh ow -a c.e< A'W4uceNo �7 121�•20 / � Fiprati�• O�tc q �wfr t°r"a Co•Nd • ••• • • • • • •• •• • • • • ••• • {�gypp i • • • • • • �r'� F • • •+oF drawing no.. • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • FRAME TOP Ci 3 TRACK SH( FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN ME Jllf/J U n $ c PANEL TOP/BOTTOM CORNER 8 m MITERED BEAD CORNER O PICAL) Ol 0 o 0 r " Z Q W Of 52 y C N F- N M 0 o M cz� 3 0 o - c�oa_j IK52 Or co 0 lz c � 4 0 • •PA 0 M CORNZR • • • � • • • °� EVE • SQUARE BEAD NE%(O O L) • • with t►e.Flwi•t • • • • • • • • • • o • • • • • • • • \\\ II IIII�T� 0592 _ • • • • • • • 40 ATE�E drawing no. • • • • • • • orP.• �ya�; W10-31 IIII\\ sheet 28 °f 2g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIA.MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors Inc. • 10100 NW 25`h Street '760. Miami, FL 33172 • • • • • .. .. SCOPE: 006"' ' This NOA is being issued under the applicable rules and regulations governing the, V$ a of core �truclion materials. The documentation submitted has been reviewed and accepted by Miami<vay.County XCR - Product Control Section to be used in Miami Dade County and other areas where allawW^ the Wo fty Having Jurisdiction (AFU). . • • ... . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produat*Coatrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CountX)'reserv; tha tight to have this product or material tested for quality assurance purposes. If this product for 1Yiaterig? f % to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 4fI74nay 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 : Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. - titled eries Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets I 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., bearing the Miami -Dade .County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each um s a nu ac urer 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 MIAMI•DADE COUNTY 1111,21, Expiration Date: September 22, 2020 ug uffilmy Approval Date: December 21, 2017 1 Page1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's .... A. DRAWINGS • 1. Manufacturers die drawings and sections. • • • • • • . • • . • (Submitted under NOA No.10-0510.11) 000000 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw.(LI\41/S.14L", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04%14i i, prep" by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •; . • •; • • TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per,FB( 'TAS 10244 2) Large Missile Impact Test per FBC, TAS 201 %* 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '....' along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No, CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(I 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® 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) Manue P ez, X. Product Control xa iner NSA 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 0060 1. Anchor verification calculations and structural analysis, complying with.FBC-51k• •' Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporatio .,� �iAed aQtl� . 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.z=B ;. • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc` for tk* l*>; • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 Butacite© PVB glass interlayer by DuPont as well as Duraseal@ and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum. Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. 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 • • • • • A. DRAWINGS ""' Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw,,(;1V;.1./S.➢1�.I.) "'"•' 1. sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/294ZI oprepare%b • Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E....... 00.0. :' • • •; .... •r•• ..... B. TESTS ..�..� �a0: ..:..' 1. None •• •• •• •••••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyir; yyAT4 FB C' 6th ...... Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed a%d . • • 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 12/11/1 S. 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 51h 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 Contr Einer NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 201'7 E-3 6" MAX. HEAD/SILL CORNERS FALSE MUNTINS `(SURFACE APPLIED) OPTIONAL m N 47 7/16" z D.LO. (VENT) 5D 1/4" VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. FLANGE WIDTH 47 7/16" D.LO. (FIX. LITE) 20 9/16" ** MAX. 4 A HEAD/SIif II li II II II II II II u / D B II II II 4 �I I II / II II II II II C II II 4 ii l APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDR10N)/2017 (6TH EDITION) FLORIDA BUILDING, CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" (TINS APPLIED) (Su FIN FRAME p'l�[N:1��J�a�I:tlNI►1 Z Oqn - 'W ►< w z m N � oo a" 0�1'rm 00Pei Q'�L¢rl c 0 ac¢ + NN'0 It z �ZN�o Stlm¢; Q�7rnS�' LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT • • + • • • • Si I )9SS4F, IMPACT d o < • + • • • • • • 1r•11111111 /T// • • • • • • • • • ` �t1 /�� o f \ N .70M — s: PRODUCT REVISM • Building Cod • • • = �` 0 •Ac cPm"'•Fi°17,e B • 7E aF �{/; drawing no. • %� (�r •! �, W10-03 4010 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LTTES WINDOWS DESIGN LOAD CAPACITY - P FLANGE DINS. SUCK DTMS. GLASS TYPES 'A'&'A1' 4&SS TYPES '8'A'B1' WIDTH HEIGHT WIDTH HEIGHT Exr.(+) 1NT.(-) 19-1/8' 26-1/2" 37' 49' 53-1/8" 26' 18-1/8' 25-1/2' 36" 48" 52-1/8' 25' 75.0 75.D 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 8.5.0 75.0 75.0 8110 65.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37" 49" 53-1 8" 38-3/8" 18-1/8' 25-1/2' 36" 48' 52-1/8' 37-3/0' 75A 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 BD.O 85.0 75.0 75.0 80.0 85.0 75 0 80.0 85.0 WB-1/e 2 37' 49" 53-1/e' S0-5/8' 18-1/8' 25-1/2' 36" 48" 52-1/8" 49-5/8' 75.0 75.0 80.0 85.0 750 75.0 60.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.D 85.0 75.0 75.0 80.0 85.0 r37' 63"36' 18-1/8' 25-1/2' 48' 52-1/B' 62" 75.0 75.0 80.085.0 50 75 80.9 85.0 75. 75.0 80.0 B5.0 75.0 75.0 80.D 85.0 75A 75.0 8MD 85.0 49" 53-1/e' 76' 18-1/8' 25-1/2" IS' 48" S2-1/8" 75" 75.0 75.0 80.0 65.0 75.0 75.0 80.0 85.0 71.11 75.0 80.0 85.0 75.D 75.0 80.D 85.0 75.0 1 75.0 80.0 B5.0 19-1/8' 26-1/2" 37' 46-1/2' 85' 18-1/8. 25-1/2" 36" 411/2' 84' I 75.0 75.0 60.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 BO.0 B5.0 75.0 SO.O B.5.0 WIDTH i x U u EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL ITTES WINDOWS DESIGN LOAD CAPACITY - PSP FLNGE ➢IVS. BDGE DINS. LAA7LTOP INS GLASS TYPES 'A'&'Al' GIA.SS TYPES VVIll' WIDTH HEIGHT WIOLH HEIGHT 'A' DIM. EXT.(+) INT.(-) ELT.(+) TNT.(-) 53-1/8" 76' 52-1/8" 75" 36-1/4' 75.0 75.0 80.0 8.5.0 49" 79' 48. 78" 39-1/4' 75.0 75.0 50.D 85.0 26-1/2' 31" 33' 37" 43" &5' 25-1/2" 30" 32' 36" 42' B4' 70-5/8' 75.0 75.0 60.D 85.0 63-5/8" 75.0 75.0 80.0 85.0 So. 75.0 75.0 BO.0 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1 /4" 75.0 F75.0 1 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) )i' TYP. BUCK DIMS )i" TYP. FLANGE FRAME GE DIM BUCK DIMS EQUAL LEG FRAME BUCK DIMS •• ••• • • • • • •• FIN FRAME • • • • • • • • • ,,.,� • • • • • y •::•:: 00jj. • • `ru a ulIr777 BUCK DIMS • • • • • • • •SF ��� .._ •., PRODUCT REVISED s cog�c1Y with the Fk%ib • ° h1Gt • • _ 7 2 �'® ' FLANGE ADAPTOR FRAME • • 0�� f • FIANCE DIMS �� w p y e�� • ra ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rle H � S', a drowing no. W10-03 1/8" ANN .075' Intedayer Saflex CP With PET e By 'Eastman Chemical OR .090' Intedayer Saflex Clear And Color Gla! 'Eastman Chemical Co.' OR .090' Intedayer SentryGlas Kuraray America, Inc.' OR .090" Intedayer Trosifol PVB By 'Kuroray America, Inc.' C 1/8" ANN. GLASS SILICONE M1 GE 1200 DOW CORNING B, DOW CORNING 995 O / 7. E8 w 7/4 POINTS ON UfES w M4 WIDER THAN 36 GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) 1/ N. GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co: OR .090' Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090' Intedayer SentryGlas 1/8" ANN, GLASS By 'Kuraray America, Inc.' OR .090' Intedayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS d C m SILICONE GE 1200 DOW CORNING 899 \ U M7 DOW CORNING 995 I XL EDGE SPACER II S-T. STEEL BY 'CARDINAL' OR a O DURASEAL BY 'QUANEX' a' E9 OR SUPER SPACER BY 'DUANE W M4 AT 1/4 POINTS ALL SIZES a'a GLASS TYPE 'Al' ( S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' do 'B7' MUST BE TEMPERED. HEAT STREN'D GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Intedayer SeniryGlos By 'Kuraray Americo, Inc.' OR 090" Intedayer Trosifol PVB By 'Kuraray America, Inc.' 1/B' HEAT STREN'D GLASS SIUCONE GE 12DO i DOW CORNING 899 DOW CORNNG 995 2 O a � y� AT 1/4 POINTS ON LTTES w M4 WIDER THAN 36" GLASS TYPE 'B' 5/16' OVERALL LAM. GLASS 1/8" HEAT STREN'D GLASS .075" Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR 1/4" AIR SPACE .090" Intedayer SentryGlas BR'Kuramy America, Inc.' 1/8" HEAT STREN'D GLASS .090' Intedayer (L.M.I ONLY) Trosifol PVB By 'Kuraray America, Inc.' a 7/8' HEAT STREN'D GLASS z SILICONE g GE 1200 rn DOW CORNING 899 M1 i DOW CORNING 995 I II XL EDGE SPACER ST. STEEL BY 'CARDINAL' a OR DURASEAL BY 'QUANEX' 0 OR w E9 SUPER SPACER BY 'QUANDC X w M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bl' 0.70" OVERALL INSUL LAM. GLASS PRODUCT UVLSM as camply* with *A Fkdft Building Code .Av4tao . Of .0 =xpiraaon • • F, ade00 • • • J6 • • •��`.• • ••• • • fit• • • • • • • • • '� S`j 1 �iFi�g A�ii o fiNSF'••'g® �� o •° i ••F �(y�� drawing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YPIGAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME S 1BY FOR SPACING WOOD BUCK METAL STRUCTURE e • " 'EDGF.DIST. x TYPICAL ANCHORS p F_____________________ a G..". a .' _ I� SEE ELEV. m chi r___________________� "v N FDR SPACING o j l MIAMI—DADE COUNTY APPROVED I j \ J p vl I MULLION k MULLION ANCHORS I EDGE DIST. 3 0 DIST. a I I SEE SEPARATE NOA I I I DIST O � \ IIEDGE... __ _____ II AIr f II II 1 _ L______ T _— � ____ __ — 1BY WOOD BUCK SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE .. FOR SPACING �J x \ n TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV- FOR SPACING FOR SPACING 2 3/B' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING " —100 KSI) /4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, FY-155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES " MIN. PENETRATION INTO WOOD HEA S) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 H0�1LOA/FlIftfIBL&CK 'AT IAMBS M 2009 VSI MIN. PRODUCTftEVS ED 0 • • • • • • }1 1111111//j7 ° Boildimc Code * _ 0• • • • •\\J ��Ye"•...•.. i `n P L nn Acc<ptaaoA�1• / O • •�. i*DEN '• . d Ezpi�,tion Date 9 a _gi:2!rii4G°L1C[ _ W_ o u n 9 TYPICAL ANCHORS •J `J :743 • • • • (�` 0 SEE ELEV. • • • • • • • • ATE QF Iff drawing no. FOR SPACING 00 • • , GxIdP.•• �\ W 10-03 • • • • • ,' 3N ®dV/111sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• MAX. BUCK WIDTH ,/+• MA.. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS o O 1 Z m 3 TYPICAL SEE ELEV. S6 S5 SHORS SEEICAL EELrV.CHORS p y. ¢ FOR SPACING 1 - FOR SPACING f w Z N a ®1 Me FLANGE ADAPTOR FRAME Qa 0 m Do o Ow� METAL ao SIRUCTU E G — —11/+• __ po�ro o w pNNom O Q . I won _ o EXTERIOR 1 WOOD BUCKS i =_= J o m a j 1 m D.L.D.L.OPG. O � m 1/4• MAX. BUCK WIDTH .I I SHIMS USHIMS � � C � TYPICAL ANCHORS O Grj ! p SEE ELEV, TYPICAL ANCHORS I 3 i n FOR SPACING SEE ELEV. j O FFa v FOR SPACING i v='i QO W s I of I- 0 ri Y WD00 BU z 3 WOOD STRUCTUR O W 1BY a w C7 O WOOD BUCKS 10 w U r N v � O MIAMI-DADE COUNTY $ Y APPROVED MULLION `o_ g R SIP do MULLION ANCHORS 1/2' TYP. - SEE SEPARATE NOA O � a � g BUCK WIDTH BUCK WIDTH °1 g g 2 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. m o I I m 8 S o I YFOQUU3' 12EVLS19 I I 3s SipT Acc -1 rio ig lOri 8. • • 1�L ///� o _ I I • • • Q`.•"GlN@ -� � n I ,y I I O • • • • • • • • ?�R'. drawing no. >p14 K 1" FH. SMS. i i • • ••i •C, �• �?�� W10-03 • • • • • /'�/ g0�q�111�� sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. 1 H1' FOR SPACING WOOD BUCK ,.\ ° G ° EDGF-DLST. as v < nQ v d 4 s. d d a Al 113 i y E, O O E4 W w 1 I W I © /�MEW- WE �1 ■B.LiH�JL]E77 SWEEP LOCK OPT ONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS N SEE ELEV. FOR SPACING Y TYPICAL ANCHORS m SEE ELEV. FOR SPACING g 3 TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8* MIN. III WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAME Fr -----------------i� j I MIAMI-DADE COUNTY APPROVED I j EDGE I MULLION & MULLION ANCHORS 11 SEE SEPARATE NDA I l mrc Ivor � I TYPICAL ANCHORS " \_TYPICAL ANCHORS SEE ELEV. SEE ELEV, FOR SPACING FOR SPACING MIAMI-DADE COUNTY AVFRnWr) MI II IInN I � ANCHORS ELEV. FOT.SFkIgQ• °RODUCT REVI" • • i • • • • , W1, og Code• •• • • • �V r/ Acceptsnsa No i 1D18. • • • • • J��p,� AL{ ��i a • • • • • • • •Z:':vFNsE •Yi s" Product D592 = a a • • • • • • ST/¢E0 Qy"�, drawing no. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE TYPICAL FIN FRAME DIONLY EXT. OR INT. FINISHES El R EL INGHORS NOT BY CGI i o m 0H �01 4g z Z n j� U, 4 < a TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q o aa! q CO i NHOUSE OT BY C� NO w v /{2 El 48 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N y n Ee _ __= BACKBED 1-1/2" MIN. PENETRATION INTO WOOD M 01 CAULKING > Incy i M2 Q C G D QNyC oespi O a W I. I WA LL 6 o N9 JamgJ O j f� Q wmit— O I I I SWEEP LOCK N � � j it 1 OPTIONAL TO _, U Ee EGRESS LOCK AT SILL 0 3 i n O WOOD NOT BY CGICTURE 1/ GAP MAX. BUCK HEIGHT 1/4G'�MAX = v Q a OE4 1/2" MIN. 1/2' MIN. C M F 1 i w p uu 2 n w !2-:a . BACKBED CAULKING h os� U " z o O 0 O I uG� , 3 m W W G O o € e $ y E1 _ u � s4 m m� a �2 3 1 HOUSE WRAP E6 NOT BY CGI ' 0 ° o o.6 ~ i = Ea Ea EXTERIOR M9 _ m 2 D.L. OPG. • • 000 • • • •,R6CaUCT'VIf• • • • • • • • • • O < m 14 BACKBED •j� cvmpt mast • • • \\111111 ((( CAULKING li • • • • 7a'.dpS • U,.pimt�dL�te •• �� •® A� 1'+ i •' .. 20 • � • � 'NOENSg "' , HOUSE WRAP NOT BY CGI 1 1/2° It ..mi PeuAucUC, No. 7 2 _ _ o .. — a • • •!•�'�� • • ((A� drawing no. 1t SEE EL ANCHORS • • • • • • • • • • i 4AT�pF •'% 4ORpP,.•' ®�� � �I IN 10-03 FOR SPACING • • • • • ®}I��L �11111111I\\\ sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IM O Z g m i O Iq z Q� z" V U O W N �aF U m ~ v O� 0 �aG�a O3�K� N Q w�fi'a o w <zcmog Q w m i r O V N N C n o 3 i n = N O XvX Q 4 N o O =N o m W N M Q M M z Z •0 3 C J N Z i O n O v to O u c o � P oO U g ;gaga oohgo • l'ROIXICT R�VZST� i IL f • 71111111 // s C•l*1YLL� WI�l DuIIa�C•dc ► • �1 � 4 • • • by �� .1�ppJ,�..`..°.%'•/pZ����� o .'Rclpficc •Y,� GEPI,SF'•. G7 cxpiraticn Date r By 70592 ;_ S Xlimni Pecdact 77 = o " 'i '•f E?• • TE OF �i drawing :jno�].•• • �\•ANAL �``o ITEM PART / gUANTITY DESCRIPTION MATI':RTAL 1fANF,/SUPPI.IIIi/xxuetzxc Et CGI-1D0 t FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IL---2.505� 2.505 -1[—.065 1.7I45 .811 .811 1.550 1.680 .745 O65 1.245 TYP 745 065 a TYP. 050 1.015 I— 1.015 F-- 1�1.395 E72 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER eta FLANGE FRAME SILL 15 E13 FLANGE FRAME JAMB .490 ]-1 I .70T5 .050 TYP. 1 O5/16" .1164 - GLAZING BEAD 1.395 .050 T .065 M3 FLUSH FRAME COVER FLUSH FRAME SILL E3 FLUSH FRAME JAMB dIM TP. - .864 - O.700" GLAZING BEAD 1.449 293 .060 b- I� 1.413�1 79 SCREW COVER Ea MEEllNG RAIL rl,22,, 1.043 1.788 O65 TYR t.o15 e0 LOCK RAIL 2.195 1.892 065 1.043 7Yp, 1.0]5 E6 HAND RAIL 1.395 74� tozs 7 tots E0 SASH RAIL FRAME TOP CORNER 1.450 180 .550 .050 . 9 FLANGE ADAPTOR • • ns • Bi •F," VENT TOP CORNER VENT BOTTOM CORNER y�U M o I o_ Z 3 N q Z 0 M Q Z Z q g Z n a 0-'�`� x° v'o m 0ILa<o o a Q W W LL �ZO -o OmE Q w m in s d o n � N s 00 r vi p w 0_ o o mN o �n m G 00 M 3o N O�vl �0 N � • ] �\g1�11 t1t/// / O N .7 2 8 OF ��ly�` drawly '• �'//ti�t1111` sheet 9 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ct3UNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106' Street, Medley, FL 33178 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy . . .... ...... COPE: This NOA is being issued under the applicable rules and regulations governing the use oftthlMction matQrials. Tqe,•••: documentation submitted has been reviewed and accepted by Miami -Dade County RER-1?ro4u*ot Conlror SLction to • be used in Miami Dade County and other areas where allowed by the Authority Havin J r • io jion (AAA * • • •: • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CouiaV• ;dduct 0gVotSectio ; • • •. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reswc.the right tQ have this • • product or material tested for quality assurance purposes. If this product or material fails:to pejtorm in•the•acceptad..:. manner, the manufacturer will incur the expense of such testing and the AHJ may imm;dia4ely revoke, qNodify, or suspend the use of such product or material within their jurisdiction. RER reserves' the *right jc tvpke tlns •. • acceptance, if it is determined by Miami -Dade County Product Control Section that this product or ms't2tial 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, DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY NOA No. 18J17,2019 Expiration Date: March [Approval Date: January ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) ."". 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (ir„.I.j", sheers i througir';:' 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last re.w,ed on•j];P.(�, • • 2015, signed and sealed by Javad Ahmad, P.E. • • • : • • .... . . B. TESTS (submitted under file #12-0402.03) • .... ............ 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . ...... ..:..' 2) Uniform Static Air Pressure Test, Loading per FBC i4S402-9,�.•• ...... 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS l . Statement letter of conformance to FBC 2014 (5tb Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 andift9f revised . . .... ...... on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. • B. TESTS �••�•� '� '•"" 1. None. .... •.•. ...... C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6t" Edition), �rapa'rgd by ArFUooq • • • • • • Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sigj�4 sealed*by �avad Ahmad, P.E.(submitted under file #17-1102.18) ' . . .. . ...... D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 611 Edition (2017) & of no financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java 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 (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 090" Interlayer .090" Interlayer Trosifol PVB By 'Kumray America, Inc.' Trosifol PVB By 'Kuramy America, Inc.' Z • 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS w �' m a SILICONE a a z m DOWSIL 899 z t- m SILICONE DOWSIL 899 a -.mr O W N is 26 iv y ] 26 IL N LL 14 8 I'P I.g V OWei R C N o I I IL OILDO ~ o:� m1 34 a z° SETTING BLOCKS AT LAM. GLASS Q w yl - 0 4' _ REQD. FOR WIDTHS EXCEEDING 36 ONLY. NOTCH GLAZIS BEAD LEG TO EAR BLOCK Z_ 0 2 m J 0 ID • a w ANG f GLASS TYPE 'G1' GLASS TYPE 'G2' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' r1/8"HEAT GLASS DOWSIL 'i'�"'F MwMM 53 c m*iln with ttp Lp.'w _ N. I A-IZZ0 4 k sip.', l . H, I, za CARDINAL XL EDGE SPACER 15 ;I 8 ST. STEEL I i � i\ I 35 SILICONE D \ / / SETTING BLOCKS AT INSUL. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' BRODDCf REV1&e0 r easptyin with the R riY baWiaa Lads A—phece No f -03 /9•/3 Er.ldtaor• Wlia rJA/L2v. ?�I�j �oui�ei(PtsretC'e�dia! 1 • • • • • • • • • • • • • • • • • • • •• • • • • l • • • • • '•00 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • • • • SHUTTERS ARE :NOT REQUIRED. • • • • • • • • (3 0 U) m M n W tj U) to Df 0_ 3 N In,a oO o"1 u� co J N Q Z 3lL � 000 bi LLLI m: W tEN n n o.7Q592 =_ t7= — 1 201B'�; TA bF•�Cy� drawing no. 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m = r �' w � 4 o 39 3/4' MAX. FRAME WIDTH 12' 5' MAX. MAX. HEAD/SILL A SILL CORNERS I I II / II II / II C ---r7. II / I I II Z r 0 II � � J II � • \ II \ II II \n II\ II \ B II \ I \ SURFACE APPLIED FALSE MUI MNS OR DECORATIVE GRILL MAY BE USED LOCK OPTIONS #1 OR J2 (OPTION�2 SHOWN) SEES SEE SHEET 7.1 FOR DESCRIPTION xx — ¢ m ACTIVE 1 rn mw 26 15/16' < D.L. OPG. 'S 37" MAX, LEAF WIDTH 75 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME HEIGHT EXT( 39-3/4' 37" 96. 70.0 75.0 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12" 5" MAX. MAX. IEAD/SILL EAD H :ORNERS Q SILL II LL _ \ LOCK OPTIONS M co = co / II --� '- Y #1 OR #2 \ (OPTION 2 SHpW SEE SHEET 7.i FOR DESCRIPTION B l INACTIVE SURFACE APPLIED FALSE MUNDNS OR 26 15/16' DECORATIVE GRILL D.L OPG. MAY BE USED I ACTIVE m D.L OPG. 37' MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) 76' 37" 98' 70.0 1 75.0 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 37 3/16' MAX. , ' ' w SURFACE APPLIED J ] FALSE MUNTINS OR 32 3/40 DECORATIVE GRILL D.L OPG. MAY BE USED -RODUCT Stmvgvlw v compigtsg wRlri�• Bhidi. g Code A«cpex�«No lE-t 27p•ll (p) E:"nirxow D. STAND ALONE SINGLE SIDELITE BY Imo. •��.., ..�� SEE SHEET 3 FOR CAPACITY Miaati thdr PmdoU CAI 7 VRODUC t 9EVUED ea 0 moying withb%dtke Fbti4 AAotcptsND (�-031 •/3 �8•tiFH ctCM01 • • • .I�?vf � �}��r�'7_i NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION • • • • • • • • BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • 0 w Jp�o m �V N Z Mm 3 F_O Z m , ro < W I Q OOF ? N a 0 a 1 N 0 '. � O W N G WF O U H m n VOW H O,o>M o O a G < H O 0 � 2 : w 0+ O N Q W LL 0 LLZa_m J ZMEQ m i h O U m C -1 1 ZO 0 W (n V) w Z 0 0 3 In � O '70592 R< Cy drawing no. Pam° ieaca°��` W12-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDELRE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXL(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 99 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 41 SINGLE d DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELTTE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 L24 63.3 63.3 70.0 75.0 57.875. 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART r I I 39-3/4' MAX. (SINGLE) SIDELOE WIDTH 76' MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACMES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELFTE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3- O.C. 6" (4) ANCHORS AT HEAD/SILL 12" 3" MAX. TYP. HEAD - SILL 11 II II ---ter---- II 11 11 I n n II II II II II II II II II II II � G II II I I \ II \ I LO K OP;rlO S #1 OR/#2 I I\ I I (0 N 1 5 0 ) n \ i SE SHEET . 1 II \ I I FO DESCRI 10 I I /� I I INAC7NE =A=CT=Nl SURFACE APPLIED FALSE MUNTINS OR I I I I I 32 3/4" I I I I I 1 I I 26 15/16' 26 DECORATIVE GRILL D.L OPG. D.L OPG. D.L OPG. OPG MAY BE USED 37' .>RADDUC-I rtEREVIls LEAF WIDTH '�' cn.�plyinR wNF I'-i3Oak guiding Cude SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) { Accephnce No IS- 17-2D• 1 MAX. 76' MAX. (DOUBLE) Expi-i.. fMre SEE CHART AT LEFT DOOR FRAME WIDTH 8I, �� (OXXO) "mivae rod¢ci MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 • • 000 • • • • • • • , iDDUC C RE�tSEfi • • • • • • • "qlb.-ply F*� TB.F:nf4 *• • • • 111 1 I I I Il I�''/ �EipGstYa Datt1-•� IILII "i70592 ; ��''•cEN$F''�•9Vw gIG9�K Cqyrw NOTE: • ••• • • _ • �� GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • ' o `.. AND FLORIDA BUILDING COMMISSION • • • • • • • '>t,•a� DECLARATORY STATEMENT DCA05-DEC-219 • • • • • '� • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n p o J e o drawing no W12-08 9/16" MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION PROPERLY SECURED 2BY WOOD BUCK TYPICAL ANCHORS EDGE DIST. IBY WOOD BUCK OR EDGE p15T, SEE ELEVATIONS _ WOOD STRUCTURE r FOR SPACING EDGE DIST. SEE NOTE SHEET 1 EDGE I I a s y a a 25 1 1 N O N g N B I 1 x \ x x \ x I I A 33 i 26 2 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS 1 I FOR SPACING FOR SPACING 7 II ,I �T 1 II GLAZING OPTIONS SEE SHEET 1 o 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER J. W THEM TO THE BUILDING STRUCTURE. X W TYPICAL ANCHORS: SEE ELEV. FOR SPACING /4' DLA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 7A 7qI I II--LI I 1 I I I I ©I I � b 4 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE D K Lu a Sc \ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I I MIAMI—DARE COUNTY APPROVED II II CLIPPED MULLIONII !SEE SEPARATE I I K K w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 3' Amuc T RE"N ® ---pbis6>+iEh0.yPtft OWDUC f BE"Wo 0-OP13.8with otFiw� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) BufdingC de A-gn.n No )g—l2Zd'i( L1in=Co4e 5.13 A—Pb1O"� NOJp�c..«--k v!j DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ftpimtlon Date EapFrYM•D°'e--�t-?(.� By iS 1•��xtl 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 6.— bad Ptodyq ,6•drPa• ocTC•r�r #14 SMS OR SELF DRILLJNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. o � U J '^ m o W v w � W z U) O 0 tD 3 rM r1 0 0 0 m J z Z 3 m 3Z� n n 0 c- C) � J DOOR DETAILS >Ic a m o W • • • • • • • 11� ilIfI1TYT� • • • • • • • • �® AFy+�g ��i� • • • • • • J •• ••• •• • INTO WOOD STRUCTURE = 1" MIN. • • • • • • _� INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. • • • • • • • • • • • •• • • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 692 h OH• Q{/�� drawing9 no. 12 1/4" MAX. © CONCEALED FLUSH BOLTS O 1/4" MAX. SHIM LEVERS AT STILE FACE SHIM 3 TYPICAL ANCHORS SEE SPACING 16 ACTIVE LEAF FOR SPACING _ 26 13 24N�4 t JF EXTERIOR METAL STRUCTURE-1 I 37' MAX. SEE SPEC SHEET 4 LEAF WIDTH 39 3/4" MAX. r SINGLE DOOR FRAME WIDTH 1/4' MAX.. O SHIM CONCEALED FLUSH BOLTS E 3 LEVERS AT INSIDE FACE OFSTILE TYPICAL ANCHORS SEE ELEV.'' 16 INACTIVE LEAF FOR SPACING - - 26 3 26 a 24 N _ 23 1 25 19 9 D.LO. 11 LOCK OPTION M2 2 POINT LOCK ASSEMBLY EXTERIOR O� w m o I 1BY . WOOD BUCK m Q� t � a 00 O � e 0 O m 0 N .o TYPICAL ANCHORS O U N m SEE ELEV. (� O ui FOR SPACING o C > m C IL O10p � 11VV O C Z 0 N W-- N L O f n \ LOCK OPTIONS #1 OR #2 `(OPTION 2 SHOWN) SEE SHEET 7.1 No FOR DESCRIPTION 1/q' MAX_ (j J SHIM � N g m ro CONCEALED FLUSH BOLTS 2BY WOOD B K :2n LEVERS AT STILE FACE OR W WOOD STIR TORE EE NOTE HEET 1 z w ACTIVE LEAF of N m 3 rn O on o W W W n 0 O W N Li j W Il.l no � H TYPICAL ANCHORS O D.L.O. SEE ELEV. FOR SPACING " i s u EXTERIORft p p LEAF WIDTH �PMnB wt &e16 d&# Bo im.0 o -� tom` 11t�tatd 1t—_�•�t—^� 4 POINT LOCK ASSEMBLY PRODUCE REYLVO .+q.a rYeegp �7 Lim comp"g aith the Fle" ACTIVE LEAF Isn1d{ng Cade e !tal4nti t� to - 3l S • 13 • • • • o < m • Eaplrau.e etc l `7, • • • . lS 'LS•�Y xi •• \\ 111 tII IIt�,',/ • • • • • • • ` � 'Q:r�eN wb r ... _ R 2018 • • • • • • • � •• t� ig/ � drawing no. • • • • • o�R\�� W12-08 DOOR DETAILS • • • • • ' �� //jljjjl\\� ��� sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TIONS 1 FOR SPACING 1/4" MAX. O SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w w 1a EXTERIOR 4 D.LO. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. MAX.' , ilm TYPICAL ANCHORS, SEE ELEV. FOR SPACING e� 1/4" MAX. SHIM WOOD BUCK ., b TYPICAL ANCHORS SEE EEV. FOR SPACING H O #12 SMS AT 5" FROM ENDS RECING AS ROR O 1B IN SEE SHEET 3 ^ AND 11' O.C. MAX. 4 15 3 2S 23 4 D.LII 79 0 B D.L.O. EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) SIDFI ITF WInTI4 76" (DOUBLE) MAX. UNIT FRAME WIDTH • • • • • • • • • • #naoucT RENEW10• ro« cepiyide»it b, • • • ���i• wbuuoR8ntgL it••••h��_ • • l-a opc,nreNu 1$-12Zo•lt CYpir,tinn D,te �C� •B,imngCrt C.& • A Wt.. c No ai(r7. f s — Elyir,Oh f1i 12�j� SIDELITE DETAILS o o • ' �i i i '�q z M� 0. N H f ? N Q DO`m wN Q Q'OZt7 0 °i7 ° Q IA N' • 0 N Q W j LL b (iZN-0 Jzm . WMEv O ci J I 2i52 N V) h W V) rW K in m j 0coJ n o z��� M O Wco�oo� I.W tiRSF e All705®2 I S '1818 _= s • 04 drawing no. W12— ••• • • s • ••• • • • • • • • • • • • • • •• •• 004 i •• •• o w �� m N Z m 0 3 m 2 4 Z Q f Z N a a a 0 W " � IL m U got 0.18 m V 0 W i O�tmt 01O<o o 0 �fy� O N aW��� 1L 2�-m J 0a aW�f . ^ O o U d J n o m w o W ~ U) w z V) N 3 o OM 0 J m o Z y O C)0 v Wuj co: O i€m c oW n u 1s SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. - 0 N 40� d o< m o' W • • ♦ • • • • •`Noll 11111T7j' �UC'1` • • • • • • • ..... /' •R4L0�F• • • • ���%' acrompMnS with 916 Pid�@) Q�PN4S with�4e$ri� n n • • Sf'' gWdi.gg cod ip c.a• • •'•.• Accept l l2 Ze • i l No �- Acccpr.aec • • ? a• No / -G3�j. J3 n �tt Lhpi ti D.t Espiratleo Date {7 iS `o 8Y 1.,.•....i— A CU Imo" - �. �t..� l �� O 6?jaml Dade was' itt Card • • • • • • • •qF EU�� • • • • • • drawing no. �De.•'�a� W12-08 sheet 7 of 9 • • • • • • � IIIIiL 7LLt` ITEM � PART $ REQD. DESCRIPTION MATERIAL MANE./SUPPLIER/RELfARES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDEDTE TOP h BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDEIJTE FRAME JAMB 6063-T6 - 6 EG06 - SlDEDTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP &BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6D63-T6 - B E6D8 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-7/4" LONG 13A E613 - HINGE BACK-UP PLATE Li063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/i6" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REDD. SIDELRE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN k ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN k ASSOC. 27 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 j12 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 g12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/B" DIA THREADED ROD STEEL - 25 W71323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E2D61B-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SAMOPRENE ULTRAFAB 28 - - CLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01 WE - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 % 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" % i/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 6035 35 - 2/ LRE SETTING BLOCK, 1/4" % 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 8035 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • LOCKS: OPTION #11 ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM I 1 II II �� II II II II INACTIVE ACTIVE HINGES 3-1/2'. X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION B2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED Td STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS I I \4 ACTIVE INACTIVE ACTIVE "DUC FBEVXMU - ooapl7iq with tic FW" imidcniiCado �—a3 f Atmptance No [el Eapira[ina Mte� i�(G -RD•UCY REMCM � I complyln6 with dmllo tgi guiding Code Mff P oct weUal Acerptonce � - I22Q. E:xpintioo�e • �� • • • • • • • • ,K�, i •• ••• •• i s i••111tylnll�pprIaii' ••• •��` •�•r7�'�': � ��' uGENSF-•• '°�� ... •= '•2018. • • • • • • • • �® OF, • • • • • • • p,� /} \�` ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4ftw Zm 0, E ry F 2 N 00 00 ;N�xm a° GF LL 0UNr V p> Q'O—M o 0 OL 9 0yy�m Q a:ZO n W Z y - n .10m¢ QwmF� h t J " drawing no. W12-08 4.000F. 078 .625 16I 1.625 2.062 DOOR FRAME HEAD SILL / Q 4.031078 7 LEAF t.75o 4.750 -1.507-_ TOP/BOTTOM RAIL 1�.519 I .803 .045 1.047 W- a GLAZING BEAD 5/76" GLASS �1 I�-.394 I I j� I 45 .130 .803 .0 Imo- -�I 1.172 F- BEAD 5 GLAZING BEAD INSUL GLASS 1.500 312 .062 8 LEAF W'STRIP ADAPTER 094 312 q42 2 t.50a�{ LEAF ALIGNMENT BRACKET 750 `�' �.z61 �.375 .125 •K compipt�6 w-8i di'd"G9(1 1.574 125 3.781 eWding Code lcrepbnce No �.�.^i224�� i ,'_%,w'_". / BrD.d LEAF CLAMP iNia m; 13 t•„ayes HINGE BACK-UP PLATE 18 1.250 �'{ 0 07W • DELITF� MU41ON •REVFOR�114G • • • `11t11111l1//// • • • • 9EY�� 4.188 bt pfyi E with tie Fwdk ` .70592 '� 8 Ceda _ LL 3 =.,•� .078 • • • • _!• �' 1 . 20 Lf�--a.000� • • •• • �^ Z`� ��® T DF s SIDELITE SLIP S aN JAM • • • •. • • • • • • • �7�/�r®i 1 i 111�`��` 4 1i '� ep Z n ®w m Q d 0 W p �� tv s O 0 y m LL V p w m4.000 010 am o Dpo t 2 Z O 0�it mmp • Q W LL 6 (� W m _ o J i 0 Q J Q w m z w o i N a O � .803-.p50 bl 1.047 1aA GLAZING 7/16' GLASS 7.531 7A .5D7 �{ L .078 8.250 I I 4.781 L O SIDELITE ajL_ I 1.507 1.750 TOP & 1.625 .078 BOTTOM FRAME 4.719 .078 1.750 1.507L 4.000 -------- 9 LEAF HINGE STILE 3.719 J S "g Z N s 0 N O J vomi _j m tri w V) w v) w N N 3:E N . 0 t'7 n °� W 0� v 5.344� -4.000 y 2.081 1.750 7 078 io LEAF LOCK STILE I 1�1.750 �i BOTTOM RAIL 9" I 329 QI� 01z z FRAME COVER 3.719 L 8281 1.507-1 078 9 00o " 0 " � g W � • 5.344 .078 1.507 1.750 2.081 I 687 .050 1.197 .154 s SNAP COVER f�--- 4.000 --------1 11 LEAF ASTRAGAL STILE r 1.5001 �.625 4.000 .078 z.097xeytaott_No j� 4.000 L1.507 5 SIDELITE 1.5001j -`j .719 L5 FRAME JAMB c d y o olo 0 os c i ^ n iwingo nop. sheet g of 9 SIDELITE 9" BOTTOM FRAME 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 22 22 [i w T�1 m 22 0 N M OWN L O 0 U y N u 0aoo' 0 a 2 Q m W 7 tj V J Q WW Q W W f F O �6 J N z J O � O O V) W Ld h DOOR FRAME CORNER W F w y m SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Q m� Z3� � 3z oI W O o0 w i�yJ W : r O f" a G w u 12 •RODUC f BEYI✓i8Y ° € complyws with theyi-W 4 boding Coda `lu a w u j� i �'� �i a Aseptaece No lC'O l7j v � o � u i� i Et.plratios ate MAO 2prZ0 (� ryr v mnplying with IBa'F6*0 W.W %Ab P to , 0y Cea••t m Baidreg Code 1$�ISZII 40� A Hence No - c • • • i]•I tin t1Ne `ipZ�y • m O a m • ey s •. tN • • \�ttturr • n .7659z = s • • • • • • • • • • • ST E OF Etj�� drowrng no. LEAF CORNER • • • • • • • • • ���i �®r �L t���� sheet g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 . • •. SCOPE' i •'• •• •.••�• This NOA is being issued under the applicable rules and regulations governing the use of cons trubtion • materials. The documentation submitted has been reviewed and accepted by Miamql; sae CountynR - Product Control Section to be used in Miami Dade County and other areas where allpAejd by the•A• V;hority • • • • Having Jurisdiction (AHJ). ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Go Produc4 Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade 0(4aiyl reserve-& right ...... to have this product or material tested for quality assurance purposes. If this pro jttC ; at material -fails to • perform in the accepted manner, the manufacturer will incur the expense of such t4sting And ft*411%may • • • • • • immediately revoke, modify, or suspend the use of such product or material within $heir, jurisdiction' RER :....: reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Prodtoct "ontrol ' 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 VESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. I MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: Each unit shall ear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries, 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. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installatiola Guidelines". 1...... through 11 of 11, dated 04/12/13, with revision C dated 664=7, prepared by .' manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • ; • • • • • • • • • • • • .... .... . . B. TESTS • .... .... ..... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.FBC, TAS.2Q2-94 ..;..' 2) Large Missile Impact Test per FBC, TAS 201.14 • • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TA$*2(V,V4 •, along with marked -up drawings and installation diagram of a I*VC Aiding P% •door, 00 a PVC fixed window and an aluminum sliding glass door, using; Ito4ispace.4$0 TPS; • • • •; spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer sysfemaed XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6tn Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 . . D. QUALITY ASSURANCE ...... .. .. 1. Miami -Dade Department of Regulatory and Economic Resources tR?X). •ems• •..• E. MATERIAL CERTIFICATIONS ...... .... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; We. for %alr "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayev" dair'd 01/19t17, expiring on 07/08/19. 0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameritp. 14. for t$gjr, "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expirin* on' 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , E. Product Control E a I NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. *040 2. Statement letter of no fmancial interest, dated 06/09/17, issued.by m�%utvturer,....,, signed and sealed by Anthony Lynn Miller, P.E. • • • • 3. Proposal No. 16-1372B issued by the Product Control Section, 'dVt:d•11/09/1IS, stgned•••••• by Manuel Perez, RE • � � • • • ` 4. Proposal No. 16-0125 issued by the Product Control Section, de tWx/09/16. �jgped ..... • by Ishaq Chanda, P.E. •�•••• •••• ••�••` 5. Laboratory compliance letter for Test Report No. FTL-7212, fl2tCd 03/217t 3, signed.... • and sealed by Marlin D. Brinson, P.E. . . .. . ...... (Submitted under NOA No. 13-0502.03) • 6. Laboratory compliance letter for Test Reports No. FTL-3835'ax8 ITL-3850, dated:""; 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan-,P.J� (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere , . Product Control Exkner NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 202-94 006* 4) Large Missile Impact Test per FBC, TAS 201-94, •.,..• •.�.,, 5) Cyclic Wind Pressure Loading per FBC, TAS-263:94 •' 6) Forced Entry Test, per FBC 2411.3.2.1, and'?A$*202-94 • • •' • • • •' • 7) Drop Load Test, per CPCS 16 CFR 1201 (Calf III and ANSI Z97.1 �....� (400 foot-pound impact) f • ffff flff ffffW along with marked -up drawings and installation diagram of a sarige• W7620JP.W7720 ..:..' aluminum fixed window, prepared by Fenestration Testing Labmttty, Inc. qes; • • • • • • Report No. FTL-18-7763, dated 03/19/18, signed and sealed b3b*Tl $is Orrtegg, P.E. f • • • ag1*� • • • ff C. CALCULATIONS .. ..ff • • • • • • • • f f 1. Anchor verification calculations and structural analysis, complying with FBC.6:" Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez .E Product Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A - 1 X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE _ FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. I 6) MAX, 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 _ WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY IT OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S1 DO-12 •AISC 360-10 49" TIP -TO -TIP WIDTH 411" BUCK WIDTH - _ 45-1/4" VISIBLE LIGHT WIDTHJ� r-�_B, SHEET 6 - ' 6-12" MAX. 96" BUCK HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT C S1HEET 7 L i1 12" MAX. O.C. 97" I TIP -TO TIP 12" MAX. O.C. 6" MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ............. ..2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A..........8 INSTALLATION, INT. FIN 0...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES .............. .. 10 PARTS LIST ................................... 10 TABLE 1: FIGURE is 1-\- 12" O.C, / MAX. 12" O.C. MAX. MAX. Type Description Sheet 1 7/16" Lami 3116" An - .090" PVB - 3/16" HS) 2 2 7/16" Lami 3/16' HS-.090' PVB -3/16' HS 3 3 1-1/16' Lami. IG(3/16" T-7/16"Air -3/16'An-.D90"PVB -3116"HS) 2 4 1-1116"Lami. IG (3/16" T - 7116" Air - 3/16'HS -.090" PVB - 3116' HS) 3 5 7/16" Lami 3/16" An - .090" SG - 3/16" An 4 6 7/15" Lami (3116" HS -.090" SG - 3/16" HS) 5 7 1-1/16"Lam1.IG(3/16"T-7/16"Air -3/16"An-.D9D"SG-3/16"An 4 B 1-1/16'Lami.IG(3/16"T-7/16"Air-3/16"HS-.09TSG-3116"HS) 5 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH� D, SHEET7 - 6" MAX. 1 C E, SHEET B i G, SHEET9 BU96" CK HEIGHT 93-1/4' / VISIBLE I LIGHT HEIGHT 5" MAX. O.C. 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION " SG" ='KURARAY SENTRYGLAS• INTERLAYER"BY KURARAY AMERICA, INC. "PVB' _ "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH LIGHT VISIBLE LIGHT WIDTH _F, SHEET 2" H. SHEET 9 E. G 93-114" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT y F, H 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. I -WIDTH--{ F-- WIDTH WIDTH--{ FF WIDTH TI I I TI I TI I O I I O I w w I I I =I I =I I 1 1L J 1L— —J WIDTH-{ WIDTH -^I WIDTH WIDTH �r— —`6 T O r -1 wAll/ • w ••• •w •r• • w i- 7 —i1• ` WIDTH-{ F'"- WIDTH --{ f-- WIDTH WIDTH --{ W •y A4:.- ' :+ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • JR - 03/16/18 - UPDATED VALUES AND SIZES FOR o GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W z r2 2 WN U) nay (n r o w p Qo alo0 p m N to 0 N r O u- ^ S W Z ' Ra r Z w 2 Ltj H J 0 e� OW _ LU Z = G oN W r ZO Z oZ a p o U < J j IJLI O W 1aa45 ® m(n Z .6 u LU F/- O O Z C) Z alo>5 Z QIr o o ¢ w U o X Z W r W O a aUl '>sa0 sa�n5 �oNy LYNA( Q "0 ; _ * No.58705 "0 VVE;rF�_ O•. (V\ ";,,,'ONAL'1111111110N A. LYNN MILLER, P.E. P.E.# 58705 TARI F I Window Design Pressure (+/_, psf) for Glass Type 1 LongSide, Ti m Ti in 68-7/8 73 77 81 85 B9 93 97 101 105 110-1/2 31 +1-BO +/_80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-w +/-BO +/-80 35 +/-BO +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-79.8 +/-79.4 37 +/-80 +/-80 +/-80 +/_8D +/-80 +1-80 +/-79.7 +/-77.2 +/-75.1 +1-73.4 +/_72.2 39 +/-so +/-80 +/-80 +/-80 +/_80 +/-78.1 +/-752 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +/-80 +/-80 +/-80 +/-79.8 +/_77.2 +/_74.3 +/-71.3 +/-67.9 +/-65A +1-63.4 +1-61.6 - 43 +/_80 +1-80 +1-80 +1-77.4 +/-74.3 +/-71.3 +/-682 +/-64.7 +/-61.6 +/-59.B +1-58.2 45 +/-80 +/-W +/-78.9 +1-75.4 +/-72.1 +/-63.9 +1-65.6 +/_622 +/-59.7 +1-57.5 47 +/-80 +/-80 +/-77.2 +/_73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +/57.7 F 49 +/-80 +/-79.3 +/-75.6 +1-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 m 51 +/-80 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +1-63.1 +/_59.7 N 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 r6 55 +/_77.4 +/-73.8 +/-70.5 +/-67.3 +/-63.5 rn 57 +/-75.8 +/-72 +/-68.6 +/-65.3 59 +/-742 +1-70.3 +/-66.8 61 +/_72.7 +/-68,7 +/-65 63 +/_71.2 +/-67.1 67 +/-68.3 68-7/8 1 +1-67 1) I Ir-IU-I IF UIMENSIUN3 SHUWN. FUK IN I EGKAL FIN AND EQUAL LEG WINDOWS, SUBI KAU 1 1" FROM THE TIP-TO-T IF DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TARI F 3 Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, Tip It, T in 68-718 73 77 81 85 89 93 97 101 105 110-V2 31 +/-80 +/-80 +1-80 +/-80 +/_80 +/-8D +/-80 +1-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/.80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 35 +/_80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-60 +/-80 +1-80 +/-80 +1-80 37 +/-80 +/-80 +1-80 +/-80 +/-90 +/-W +/-80 +/-80 +/-w +/-80 +/-80 39 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +/_79,4 +/-76.4 +/-74.3 21 41 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/.70.9 +/-69 - 43 +/-80 +/-80 +/AO +/-80 +/-80 +/-80 +/-77 +/-73.1 +/-e9.6 +/-66.9 +/-65.2 F 45 +1-80 +1-80R+1-79.6 +/-80 +/-80 +/-77.8 +1-74.1 +/-70.3 +/-67.5 +/-63.9 E 47 +/_80 +1-80 +/-80 +/-79.2 +1-75.4 +1-71.7 +/-68.1 +1-65.1 F 49 +/-so +4-80 +/-8D +1-77.2 +/-73.3 +1-69.5 +/-65.8 - 51 +/-80 +/-80+1-79.4 +/-75.3 +/-71.3 +/-67.5 ti 53 +/-BO +/-80+/-77.7 +/-73.5 +1-69.5 55 +1-80 +1-80 +/_76 +/-718 57 +/-80 +/-W +/-73.8 59 +/-80 +1-79.461 +/-80 +1-77.6 63 +/-80 +/-75.8 +/-78.8 +/-74 75 6H6 +1-772 8&718 +/-74.9 1) I IV-IU-I IP UIMENSIUNS SHUWN. FUK IN] EGKAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3116" ANNEALED GLASS EXTERIOR a PVBINTERLAYER 6" HEAT STRENGTHENED GLASS I SB" Imo- LONG SIDE GLASS BITE P SHORT SIDE T �-- LONG SIDE -� 1 SHORT SIDE 9 I TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK 3/16" HEAT 3/16"TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE .090" PVB SHORT INTERLAYER SIDE 11 5 5/8" GLASS BITE LONG 1-3 SIDE EXTERIOR It a 7s7 21 13 GLASS TYPE 3 SHORT I_ • • • • • • • • • • -I •'• 1 SIDE • •• • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • L U Y O W N nay o v � O T n o a1o0 U O o¢ U v z w 9 rN- W Z 0-1 O a ZU- [OD i o c7 J u Mo 0 = tL UU W O Hz S < oN W > V Y Z O o Z rn $ O U H W CD LL O N J I¢- Q ~ +a av5 ® rn rn Z LU D= U) H O U Z In D.W. aloa$ N O > > Z 1. w U O W X C7 w I- IL ally 0 asap s ua5 \11111I II1111 / �Nl LYNA/M'%,, '.-",10ENSE * No.58705 *� ` ST TE�O t�✓Z` iO ' .F70RIDP.�'' ' A11111 L A LYNN MILLER, P.E. P.E# 58705 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Long Side, Tip hD Ti in 6&7/8 73 77 81 85 89 93 97 101 105 1 110-112 113 117 121 125 129 133 137 1 141 145 31 +/-80 +/-W +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-BO +/-80 1 +/-80 +/-80 +/-80 - +1-80 +/-80 +/-80 +/-80 +/$0 +/-80 +/-80 33 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-8D +/-80 35 +/-80 +/-8D +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-BO +1.80 +1-80 37 +/-80 +/-80 +/-B0 +/-BD +/-80 +1-80 +/-BO +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-SO +/-80 +/-BD 39 +/-80 +/-BD +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-BO +/-80 +/-80 +/-BO +/-80 41 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 — 43 +1_80 +/-80 +/-80 +1-80 +1-90 +/-80 +/-80 +/-80 +1-80 +/-80 +/-BO F 45 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 S 47 +/-80 +/-80 +!-BO +/-80 +/-80 +/-80 +/-80 +/-BO +1-80 F 49 +/-80 +/-BO +/-80 +/-80 +/-80 +/-80 +1-80 +1-B0 m 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 53 +/-80 +/-80 +1-80 +/-BO +/-80 +/-79.1 0 55 +/-80 +/-80 +/-80 +/-80 +1-78.6 in 57 +/-80 +/-80 +/-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +/-80 +/-BD +/-79.3 63 +/-80 +/-80 +/-80 67 1 +/-80 68-7/8 1 +/-60 •..................��...�..i.....�,v..'..�vn„v,caaiv�c„Iv nlvv c,.tvnc �cia rrllvvvvv.�, .�Upinn,.l I �nvm lnC llr-IU-IIY UIIVICrvJIVIV IIV II'it IHCLt IV UtICItMIfJt llit WINUVW SGt. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WRHIN. 7116" LAMINATED GLASS STACK 3116"HEAT STRENGTHENED GLASS EXTERIOR a )O'PVBINTERLAYER 3116" HEAT STRENGTHENED GLASS GLASS BITE GLASS TYPE 2 1-1/16" NOM. TABLE DIMENSIONS MAY BE GLASS STACK 7l16" LAMINATED ORIENTED VERTICALLY OR GLASS STACK HORIZONTALLY AS SHOWN. 3/16" HEAT STRENGTHENED GLASS LONG 3116" TEMPERED GLASS SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE 7/16" AIR SPACE .090" PVB INTERLAYER 11 SHORT n SIDE 5 I ` 5!B" t � SHORT GLASS BITE SIDE �— EXTERIOR 41 S7 21 I-- -+ LONG SIDE SHORT GLASS TYPE 4 SIDE y 9 ••• • �• LONG SIDE +•• • • • • • •• • • • •• • • •• • • • • SHORT (— • • • • • • • • • • • • • • • • • • • • • •• • • • • • • SIDE • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. W ti c7 Y ❑ Z;� U)Ir "ay w ❑ �o v O z alo0 O p N N a ¢ W O -j p w Z_ <9 ❑ Z , oc_7 J u mw0 W c U� ®¢ W W ❑ ~ a � oN 7M0 Lu E U` o N Z o U � J J Q W _3 Q � L- O ® U) W Jaa45 C) 0 U) W Z Z a1wS o o a Z K ❑ Lu (D w C�C LL ❑ S D_ anY rosa0 sauaS \\1111i1111!//// NY LYNq/ / 1-10ENS6M�.Zl �- No.58705 lMI! ' (V ` //; O/NAt A LYNN UI II.LER, P.E. P.E.# 58705 TABLE 5' Window Design Pressure (+/-, psf) for Glass Type 5 I I IV- IU-I IP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6' Window Design Pressure (+l-, psf) for Glass Type 7 Long Side m) 68-7/8 73 T7 78-314 81 85 89 93 97 iD1 1D5 109 110-1/2 31 +901.130 +90/-130 +90/-130 +901A30 +90/-130 +901-130 +901A30 +9W-130 +901-130 +90/-13D +901-130 +90/-130 +901A30 33 +9D/-130 +9W-130 +9W-130 +901-130 +901-130 +901-130 +9DIA30 +90/-130 +90/-130 +9W-13D +901-130 +9W-130 +9W-130 35 +90/-13D +9W-130 +901-130 +90/A30 +90/-130 +901-13D +9W-130 +90/-130 +901-130 +%1-13D -901-130 +9W130 +90/-13D 37 +90/-130 +90'-130 +9W-130 +90'-130 +9W-130 +90/-130 +901-128.3 +9(14125A +9W-1226 +90/-120.1 +9D/-118.1 +90/-118.1 +9W-118.1 39 +90/A30 +90/-130 +9W-tt9.4 +90/-127S +901-125A +90/-121.5 +901-118.1 +9131-114.9 +901-112.5 +90/-1104 +911/-108.6 +901-106.9 +90/-106.3 41 +901-130 +9W-128.3 +901-121.2 +9W-118.9 +9W-ll6.4 +9W-113.6 +90/-110.5 +901-107.2 +9W-103.9 +90/-101.3 +901-99A +9W-97.7 +9W-97.1 43 +01-129.3 +M-121.5 +90/-115.8 +9W-113.8 +9W-111.4 +901-107.5 +901AD4.2 +901-100.6 +901-97 +90/-93.8 *9W-92 +9W-90.9 +9W-90.5 45 +90/-1229 +9W-115.8 +90/-111.B +901-109.7 +901-107.3 +9W-t D2.8 +9W-98.7 +90/-95 +901,92.3 +9D/-901 +/-87.9 +8W-85.9 +801-85.4 47 +901-118 +90/-1127 +90/-108.1 +W-1DB.1 +90/-1D3.5 +901-98.8 +9W-94A +9W-91.5 +/-89.1 +/-86.7 +PM-84.4 +BW-821 +BW-81.3 49 +9W-114.2 +90/-1D9.8 +9D/-1D4.8 +9W-1027 +901-10D +9W-95.3 +90/-91.8 +/.88.7 +/-86 +801-83.5 +801-81 +/-78.7 +1-77.8 d 51 +90/-110.9 +901AW3 +9W-101.B +901-99.6 +901-96.9 +9011-927 +/-89.3 +1-86.2 +801-83.2 +80/-80.5 +IJ7.9 +/-75.4 +/-74.5 h 53 +9W-107.7 +9W-102A +90/-W7 +9111-96.7 +901.94.1 +901-90.4 +/-97 +601-83.7 +11W-80.6 +/-77.7 +/-74.9 +/-723 +/-71A g 55 +9W-104.5 +901-99.8 +9W-9543 +901-93.7 +901-91.9 +/.88.3 +801-84.6 +80/-81.3 +/-78.1 +/-75.1 +/-722 +/d9.6 H-69.1 57 +901-101.5 +901-96.4 +9W-025 +9W-91 +/-89.3 +BW-86.1 +80/A24 +/-78.9 +/-75.6 +/-725 +/-69.9 +/-67.9 59 +90/-91IS +9W-93.5 +/-90 +/-88.5 +801-88.8 +001.83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 61 +901-95.6 +9W-91.3 +/-87.7 +BW-86.2 +8W-B4.3 +801-81 +/-77.9 +/-74.5 +/-71 +168.7 63 +9W-922 +/-88.1 +801-84.3 +10-82.7 +801-80.7 +b77,3 +/-74 +/-71 +/-68,8 fi5 +90/-91.2 +1-87 +BW-83.2 +801-81.8 +/-79.6 +/-76.1 +1-72.8 +/.70 67 +/-89.3 +801-85 +BW-81 +/.79.4 +/-77.3 +03.7 +/-70.5 e&7B +1-67.3 +BWA3.2 5.2 N-71.6 +/-69 73 +BW-B3.2 +/.79.4 +/-75.1 +/-73.2 +/-71 +/-68A 77 +/-79.1 +1.75.1 +1-71.4 1 +/-69.8 711-314 +/-77.4 1 +/-73.2 +/-69.9 1 +/-68.8 1/ r rr-r v-1Ir Uumu�ovrvo on Vvvrv. rVR Iry I CUMML rIN MNU M-1- LMU YYINUUll-, JUC 1 -I I rKUM I NM ]IV- V-I IV UIMtNJIUN IN I Ht TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK � .0901, SG INTERLAYER 3116" ANNEALED GLASS 3/16"ANNEALED GLASS 4 11 5/B" GLASS BITE �- LONG SIDE 1-2 EXTERIOR SHORT r7 20 13 SIDE vv-- GLASS TYPE 5 t f-- LONG SIDE --►-� SHORT SI+DE 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK1 LAMINATED t GLASS GLASS STACK 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT I _ SIDE r� 11 5 1 5/6" GLASS BITE 1-2 LONG SIDE EXTERIOR c] 5-7 21 13 GLASS TYPE 7 SHORT I •• ••• • • • • • •• SIDE _ f • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RIPASFlD . omeplyng w11k the Florida Bn tsnoc 14 t8.643t AmeMID10E Tb _ ...I VALUES AND SIZESTED W ti c7 Y > w ry j ^ab ¢ _ O aU) Q CN Z y M N arc W r O LL z � 0 =w , c r; C0 cS W W ®� W cv a C7 ON OMO O rO Ya O M Z O U g J Q W _i Q F LL o ® z W 1a a45 0 W Z Q z Z Ix "InLL O EL Z N H w U W W r X W LL o a a/1:1 'sap s uaj \\7111111111 ////// ,*• :r No. 58705 �0 i ..ORIDP. N. //ONAL11 E? 7A LYNfJI�k R, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Lmci Side, T1p to Tip (in) 68-718 1 73R7778-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +901-13D +ga-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +90/-130 +901-130 +9D/-130 +9a-130 +9a-130 +9a-130 +9a-130 +901-130 33 +90/-130 +901-130 +9a-130 +9a-130 +9a-13D +90/-130 +9a-130 +9a-130 +901-130 +9a-130 +901-130 +9a-130 +9a-13D +901-130 +901-130 +90/-130 +901-130 +9a-130 +9a-130 35 +9a-130 +9a-130 +9a-130 +901-130 +90/-13D +9a-130 +9a-130 +901-130 +9a-130 +9a-130 +901-130 +90/-13D +90/-130 +901-130 +9a-130 +9a-130 +9D/-13D +8a-110 +B0/-110 37 +901-130 +9a-130 +9a-130 +901-130 +9a-130 +9 1-130 +901-130 +9U'-130 +9a-130 +9 /-130 +901-130 +90/-13D +90/-130 +901-130 +9a-130 +90/-130 +901-130 +8a-110 +Ba-110 39 +9a-13D +90/-130 +9a-130 +901-130 +9a-13D +9D1-130 +9a-130 +9a-130 +9a-130 +901-130 +9a-130 +9D/-130 +9a-130 +9a-130 +9a-130 +80/-110 +8a-110 +801-110 +80/-110 41 +9a-130 +90l-13D0 +901-130 +901-130 +9a-130 +9a-130 +9a-130 +9a-130 +901-130 +90/-130 +9a-130 +90/-130 +901-130 +Ba-110 +801-110 +Ba-110 +801-110 +8a-110 +80/-110 43 +90/A30 +901-1300 +901-130 +901-130 +9a-130 +901-130 +9a-130 +901-13O +901-130 +90/-130 +901-130 +901-130 +801-110 +8a-110 +8a-110 +BD/-110 +801-110 +801-110 +801-110 45 +90/-130 +9a-13D 0 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80t-110 o. 47 +90/-130 +W-130 +901-130 +90/-130 +901-130 4901-130 +9a-130 +90/-130 +901-130 +901-130 +80/-110 +801-110 +801-110 +801-110 1 +801-110 +80/-110 +801-110 +80/-110 0 49 +90/-130 +901-130 +901-130 +90/-130 +9a-130 +90/-130 +901-130 +9a-130 +901-130 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-11D +80/-110 +80t-110 n 51 +901-130 +901-130 +901-130 +90/-130 +90f-130 +901-130 +901-130 89,41-128. +801-110 +B01-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 L- 53 +90/-130 +9a-130 +901-130 +901-130 + -130 +9a-130 +88.8/-12B.1 +801-110 +801-110 +801-110 +8a-110 +80/-110 +801-110 +801-110 +Ba-110 55 +90/-130 +9a-130 +901-130 +90/-130 +90/-130 88.8/-128.1 +80/-110 +801-110 +80f-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 57 +90/-130 +901-130 +90/-130 1 +9a-130 +89.41-129 +80/-110 +BO/-110 +8a-110 +801-110 +80/-110 +801-110 +8a-110 59 +9a-130 +9a-130 +91Y-130 89.51-129.1 +80/-110 +BO/-110 +801-110 +801-110 +801-110 +80/-110 +Ba-110 in 61 +9a-130 +9a-130 89.6/-129. +80/-110 +801-110 +80/-110 +801-110 +801-110 +8a-110 +80t-110 63 +90/-130 +9a-130 +80/-110 +8a-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 65 +9a-130 +9a-130 +801-110 +80/-110 +80/-110 +80/-110 +130/-110 +801-110 67 +901-130 +80/-110 +8a-110 +80/-110 +80/-110 +Ba-110 +Ba-110 SW 68-718 +9a-130 +Ba-110 +801-110 +8a-110 +8a-110 +Ba-110 -110 73 +8a-110 +801-110 +801-110 +801-11D +801-110 +110/-110 77 +Ba-110 +Ba-110 +801-110 +ea-110 78-3/4 +Ba-110 +80f-110 +801-110 +e0/-1111 r,�r-v-r aiv,uv.aivn.a.aiivvvv rvn vcvnn�rin nrvv c�.(trnl LCU vv I rvUVV"'JV DI—H "I YKVM II'tt IIY-IV-IIY UIMtrvJIVN IN IHt IHCLC I.." 1K.Nt I HI WINUUW S-ILI- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a .090"SG INTERLAYER _3116" HEAT STRENGTHENED GLASS i 5/8" GLASS BITE GLASS TYPE 6 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1-1116" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7116" LAMINATED LONG GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS I"�— LONG SIDE 3/16" TEMPERED GLASS 9" 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE -D9D" SG INTERLAYER SHORT 11 SIDE � — t SHORT I- 5 SIDE r` 518, GLASS BITE T 1-2 �— LONG SIDE EXTERIOR a5-7 21 13 SHORT LONG SIDE SIDE GLASS TYPE 8 +• • • • • • • • • • • • •• • • • • •• • SHORT SIDE • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • A - 03/16/18 - UPDATED VALUES AND SIZES. > U) ^'a p No v O r O O Z w 0-, w Df (V r j x W ' a 0 J O Fy- Z Z Is u � = W oe2 U C) o W H CD oN 7M0 �O O Z o 0 Q~ J Q W < Q LL O ut »45 # H O W Z aroa5 LL O Z a Qo W O W W Z r X W LL 0 d >r]1 'asap saua5 oNy LYNN * : No. 58705 *� SAT OF '.S TONAL A LYNN MILLER, P.E. P.E.# 587D5 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT EDGE DISTANCE 1/4" MAX �\ 1 SHIM 1 USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT I WOOD BUCKSTRIP. I.� 1/4" MAX SEE NOTE 2, THISTHIS SHEET I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND I a EDGE DISTANCE PER SUBSTRATE, + SEE TABLE 8, THIS SHEET /III a CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D 1!4" r MAX. i SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (GS), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET __C/4" MAX SHIM EMBEDMENT I EDIGE DISTANCE �J EXTERIOR I 4 11 ICI VISIBLE LIGHT WIDTH = 5 " (ff"'���— — WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REOUIREMENT HORIZONTAL SECTION A -A TAR[ F F Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. spacing #12 or #14 410 SS Screw Southern Pine SG-0.55 9/16" 1-3/8" 12" Aluminum 6063-'f3 min. 3/8" 0.01... 12, A36 Steel 3/8" 0.063"' 17 Steel Stud Gr. 33 min. 318" 0.045" 18 Ga 17, #12 or #14 Steel Screw (G5) Souffwn Pine SG=0.55 9/16" 1-3/8" 17' Murnnurn,6063-T5 ndn. 3/8" 0.063' 12" A36 Steel 3/8" 0.063" 17' Steel Stud Gr. 33 min. 316' D.D45" 18 Ga ' 17' 1/4" 410 SS CreteFlex Un routed CMU, ASTM G90 2-1/2' 1-1/4" 17, Concrete (min. 3.35 ks) 1" 1-3/4" 17' 1/4" SW Uttracon Concrete fmin. 2.85 ksi V. 1-314" 17' Concrete min. 2.85 ks 2-1/7 1-3/8" 17' Un route CMU, (ASTM G90 2-1/7' 1-1/4" 12" 516" Steel Ultracon Concrete min. 3.5 ksi 1-1/4". 1-3/4" 12" Grouted CMU ASTM G90 2-1/7' 1-3/4" 12" - U<'J 1rlHC 6tTUNU INt Mt I JUUb I rW 1t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. [ } 1X WOOD BUCKSTRIP, INSTALLATION NOTES: f SEE NOTE 2, THIS SHEET i. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND • EDGE DISTANCE LIMITS. CONCRETE PER • • 000 • EMBEDMENT , ° a ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHO•E TOTAL • • 1 ° • 4 REQUIREMENT THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF OMIT CAN • • 1 BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTLU AS • • • "2X" ARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRAVO • • • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION EDGE -P. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • W.1eis • • Min. F, Min. F. S el 92 ks 120 ksi S ew 90 ks 110 ksi Ell LtW-1® se 155 km 177 ks 410 SS Elco CmWFlex® 127.4 ksi 189.7 ksi 6D63-T5 Aluminum 16 ksi 22 ks A36 Steel 36 ksi 58 ksi GP 33 Steel Stun 9B ksi 45 ksi 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINr101tOR • • • • • • • • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. W z > - m r2 2 p ^aa Y w O d N W m o E Z LL S ^ i Z J MoiO = LLl r o e W C)00 ®¢ W p F Z 00 s Q LU 7 U oN 0M0 o>� Z o a Z o O g O J Q Z O to ®� U) Z laay5 u O Q 1- H Z p U) aro�5 Z_ Z O �: W o of w O p W X Z Q J r e S LL LL D- aq.�l '�sa0 sa�a5 \11111; 111///// `\.BONY LYNq/4 �A . ' C\CENgF'•.1/, No. 58705 * = a` 0 STS 0NAL 1E A LYNN MILLER, P.E. P.E.# 5B705 TYP. ANCHOR TYPE, INSTALLATION INSTALLATION EDGE EMBEDMENT AND EDGE TYPE G TYPE F 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, EMBEDMENT OR FRAMING, SEE zf]SEE TABLE 9, THIS SHEET NOTE 2, THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET INSTALLATION + 114.MAX EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND TYPE E I EDGE DISTANCE PER SUBSTRATE, EDGE t EDGE 6 SEE TABLE 9, THIS SHEET DISTANCE _p4� ���F�a DISTANCE I Building Oode +I} I DM/p.C, SHIM . ' � iLA21Z11(W �X/AY` J;— U 12 jLjud USED FOR ALL SIDES OF 8 ARCHITECTURAL ' EXTERIOR SHAPES @ 11-7/8" 29 D.C. MAX. " . CONCRETE/CMU PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H 114" MAX. SHIM VISIBLE LIGHT HEIGHT = y WINDOW BUCK HEIGHT - EXTERIOR 2-3M" STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR \ �� VISIBLE LIGHT WIDTH = 11 WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C CONCRE I E/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Entdment Max O.C. Sciec'na #12 or #14 410 SS Screw Southern Pine SG=0.55 9116, 1-38" 17, Aluntinum 606&T5 nrin. 3/8" 0.0 ' . 12" A36 Steel 318" 0.063"' 17, bud Gr. 33 nun. 3/8" 0.045' 18 Ga 12" #12 or #14 Steel Screw (G5) Soulhem Pine SG=0.55 9/16" 1-3/8" 12" Alurrinum 6063-T5 min. 318" 0.063" • 12" A36 Steel 3W 0.063" , 12" Steel Stud Gr. 33 ndn. 318" 0.045" 18 Ga ' 1 12" 114" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-114' 12" Concrete (nun. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-314" 17 Concrete Win. 2.B5 ksi 2-1/2" 1-318" 12" Un routed CMU. (ASTM C-90 2-112" 1-1/4" 17' 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-314" 17' Grouted CA^.0 ASTM C-90 2-1/2" 1-3/4" 12" \/ -MIrv.V J1YIM.-t V Irtt MtM J- ItW It. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 5 ALL HEAD TYPES APPLICABLE. r114" MAX SHIM �(11' INSTALLATION NOTES: } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND \ I SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "lX", ARE BUCKS WHOS jOTAL • CONCRETE PER THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF III I • EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPI TED AS • REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRAT`OF • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY • • AUTHORITY HAVING JURISDICTION. • • • • • INSTALLATION EDGE TYPE F TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE Material Min. Fy Min- F. Steel Screw 92 ksi 120 ksi 4 re ksi 110 ksi • fk(aUItr•Cov& • 155 ksi 177 ksi 0410SS lcoCrelgila t 127.4 ksi 189.7 ksi 63- u u , ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER W14JD•OW OR • 9 MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. W z W � Y y a U) ab ¢o 0 O} ^ o v w°p O O z m N 0 ac U) LU r O u Z u- n i Z J Fe u Mwp = W oo U C) ®� W O °N 9M0 h z .V s < 7 C7 W J ¢ r Z o O 3 Z O o J j � r laa4S ® r Z J S Z 0 H Z _ � O — Z ¢O O I J w O LU X LL O W D. ant, 'asap s Pa5 / ` 1NY LYN& ......... �• :r No. 58705 * = ;moo a �' \��; ',,S/ONAL 'e ` A. LYNN MILLER, RE P.E.# 5a705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE F DISTANCE 114" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION TYPE L EXTERIOR a FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 1-4 (PVB I INSTALLATION TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K GLASS TYPES 5-8. (SG INTERLAYER). EDGE DISTANCE 1/4" MAX SHIM EDGE DISTANCE �{ a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O PRODUCT REVISPD OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET as —plyi B with ckw Fkmida TYP. ANCHOR TYPE, EMBEDMENT AND Balding Code S EDGE DISTANCE PER SUBSTRATE, E piwiece a 6 SEE TABLE 10, THIS SHEET j By EMBEDMENT Miami ade Prcduc[ mi 3 EMBEDMENT NO CHANGES THIS SHEET. Jlil� � z EXTERIOR 4 11 VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH 1/4" MAX.HORIZONTAL SECTION E-E SHIM VLF r STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLK)N (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �114" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT I-�— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F TART F In Anchor SubstrateMin. Edge Distance Max. O.C. Spacinci 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Comrnon Nail Southern Pine SG=0.55 318" 5" 2-1/2" x .145" Roofinci Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)' Southern Pine SG=0.55 1/2" 5" 0.093" Aluminum 6063-T5 rnin. 5/16" 5" 1116' A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" MIN. — 5 1 Y1KtAUJ Ct 1 UN U I Ht Mt I AL JU GJ I KA 1 t. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBgf STiALC • BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDO)➢I FRAME. • 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER • • I WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • 000 Material Mr. Fy Min. F. • Glaet�c 92 ksi 120 ksi • •6oM-MIuAnu,1 16 ksl 22 ksi A •16 ksi 58 ksi Gr. ksi 1 45 ksi • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • LU Y ❑ > N > naa w _ v) Y� o� aop 0O v Z R N dN OJ a ¢ U) ID ti O Z U- no Z -� x8 Mwp = W UUo ®� W ❑ 'oN JMO W — m i .' F W c� ¢ D (.7 O O > a Z o Z rn o O U r g � O OD F- u) 1aa45 ® N rn Z Z # O O F- = ¢ z of—s LLO F¢ c' w ❑ Z — r- O X Z IL aL ap!1 sap s ya5 aNY LYN/v \CENSF No. 58705. S AT OF (C/ A LYNN MILLER. P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 7 1 EMBEDMENT TYPE M 1 1 L/4" MAX 3 SHIM 12 USED FOR ALL SIDES OF EDGE EXTERIOR B ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" 29 D.C. MAX. WINDOW INSTALLATION BUCK TYPE O HEIGHT EXTERIOR i a _ VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT 1/4" MAX SHIM INSTALLATION TYPE N O 2X WOOD BUCKSTRIP 1 X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = I 1/4' WINDOW BUCK WIDTH - 2-3/4" MAXWINDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET EMBEDMENT CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE VERTICAL SECTION H-H EMBEDMENT O EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR 15 Anchor Substrate Mn, Edge Distance Min. Embedment Max O.C. S cin #12 or #14 410 SS Screw Southern Pine SG=0.5 9/16" 1-3/8" 6.2" Alurrin 6063-T5 nrn. 318" D.D63" • 6.2" A36 Steel 318" 0.(W. ` 6.2" Steel Stud Gr. 33 An. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG-0.5 9/16" 1-318" 6.2" Alurrinu 6063-T5 min. 318" 0.063"' 62" A36 Steel 318" 1) D63"' 6.2" Steel Stud Gr. 33 rrin. 3/8" 0.045" 18 Ga ' 6.2" 1!4" 410 SS CreteFlex routed CMU ASTM C-90 2-1/2" 1-14' 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel lAtracon Concrete rrn. 2.85 ksi)1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" lht routed CMU ASTM C-90 2-1l2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-114" 1-3/4" 11.6" Grouted CMU ASTM G90 2-1l2" 1-3/4" 11.6" �1/4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: • • • • • • • • ♦ • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS* • • • • • • • • LEST�• •• ♦ Q• • 2. BUCKKSOD BUCKS ARE OPTIONAL IFD ON THIS UNITCAN BEFEET AS"IX", ARE BUCKS WHOSE TOTAL INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKNESS ISCKS E ICCTEd AS X"AAeE • 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FILL SUWeRT TO THE • WINDOW FRAME. • • • • • • • •A".1 • Mn. Fy Mn F. I r 92 ksi 120 ksi 410 Sc 90 ksi 110 ksi Eloo LhaConf 155 ksi 177 ksi 410 SS Elco CreL-F*& 127.4 ksi 109.7 ksi 6063T5A,jrNn= 16 W 22 ksi A38 36 ksi 58 ksi Gr. 33 S ksi 45 ksi 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIC,S Ta WI�LF♦SYS•TEM. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REV 1SEID eu c-TI i q wilh tha Fhaida Buitdmg Cad, taace Tb �9� �O� fraltiat 781E sy Mimi ede ?roddet NO CHANGES THIS SHEET. Lu z Y > 16 16 NCQ nay U L7 N 2 h Of N W Z o W u 'G = LLI U C) o ®� Q Lu z V i Q oN O W O r > V > Z oZm o O U F- g W O m ® F rn z z aa4S O H O ¢ z 4 J alo 5 O Z � ~ Q O w O O X Z_ z ti LL Ii a aq'1 'osap a ua5 V1GENgF'. ��� No.58705 w, 4ATE)OF 4 - O SS/0NAI A LYNN MILLER, P.E P.E.# 58705 TABLE 12' Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 EquaHeg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/1E' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum.5063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 1 Installation Fastener Cover for Curves Rigid PVC 8 4267 7116' Lami. Glass Beading for Curves Alum. 6063-T5 4269 I.G. Beading for Curves Alum. 6063-T5 70589C Gasket (at 90a comer joints) Polyethylene L11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 61308K Foam Beading Tape Dow 791, 899, 995 or GE 7700 Backbedding Silicone 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3116" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 j76X114FP #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 1781PDX # x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommerling Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXi 77 Quanex Duraseal Spacer 78 ICardinal XL Edge Spacer ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90"CORNER FRAME ASSEMBLY / EXTERIOR EQUAL -LEG FRAME \NGE FRAME 2.784• .094" ­41-r--- .074" 1 1 .062" 1.875" T .438" I} .000' } OFLANGE FRAME 2.784" .094" --1 I_ .074' 062" 1.375" 500" .438" OEQUAL -LEG FRAME 2.784" .D94' wlL-� 074" 1.375" 1 1j 500" r 438' } • .050"SO- 1.125" .077" t OFIN FRAME .970" I-+— 1 �— .346" 1.037" .J .970" r— I..,— . � Illy 346" .875" .875= .875" �II-- II .875" n .050" }` �1�- .050 .050+ �IT .OIISIID"—�.1i'�_ .050" ] IG GLASS O G/LASS BELAMIADING O BEADING GLASS 6a ASTE ERION CCOVER O OR CURVES FOR O FORCURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUTYL POLYISOBLITYLENE STRUCTURAL REINFORCEMENT S� 5116" NOM. POLYISO- 1/4" NOM. 3/16" NOM. SILICONE 5/16" NOM. BUTYLENE WITH STRUCTURAL BUTYL 8 SEAL DESICCANT SILICONE DESICCANT ROLL -FORMED FOAM WITH FOAM STAINLESS STEEL EXT.GLASS DESICCANT EXT.GLASS EXT. GLASS EXT.GLASS INT. GLASS INT. GLASS INT. GLASS INT. GLASS 75 4SGITPS CE 75 SUP SPACER° NXT OSPACER L® 78 SPACER XL rM ANGLED/CURVED FRAME ASSEMBLY —EQUAL-LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS I m I I 10 I � ALL CORNERS TO j USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY f ! • • •4JTE .• • • MITERED FRAME WITH INTERIOR - AND ExTERIO%FRAME WEDS • (SH•WN►OR/COIDNER KEGS pj • • SCFEW 6O9•ES•SEALANF AT ALLCORNERS •• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NO CHANGES THIS SHEET. W 0 2 Y ^ra p o v O i a4o0 [/J O Q p (� N w a y m e W Q N r =Lj o wUm ®� WO I— Z Z Q Lu .-. n WU) ON Om0 O Z Z Z o0 O O LL O p J Q F- p Z Q O Iaa45 ® m Z Z 71 O O u) z aio 5 < O Z X X Q o w OW X W �E LL O E D aN'1 sap s'ua5 \\\\II II II I II II// N� LYNN %,, * No. 58705 �.T".F441�� .GORID P.•' G\�� tS A L4Wr111L103, P.E. P.E.# 587D5 fLORIDA BUIt.VINOa COPE2017 611i Eel.-ASCE7.SE) 7�iO -WIND LOAD TABLE'S - 170,175 niph Cndosed BuirMig witn ncan roof height lass then or 'equA Ihnn 60 9,70z EX$OSUR9 C AND D - LOAD r'AOTOR- 0.0INCLUDeD Building WIND PPE;5_5URE5 IN PSF 1 70 MI 11 VELOCITY - EXPOSURE C LO degrees I than 10 I •I z4- k z51 z4 I z5 1 z4 etz51 7.4 1 x5 1 IQCATIon I DQot'/i Kd COf NOY. rAW 13FACn ANU O T IJE'f; �ey,pzp 11 COUPrilErt tiV1ttiE? tT c'S5{JRES 1 V PSr 1.75 Mf H VELOCITY - rxrosURE C guijding P.00f Slope. less *han Roof 510po greatcr Heiaht .10 de than 10 degrees I _ Iz4 4.51 x4 1 z5 129 A 251 7-4 1 zs 1 U,1r�71gif i kfWAI-¢ADE COUMY FXh1dr[c I W1NA PPeSSUZES IN P5P 170 MFMI UFLaG17'r - t(FUSlleE U • •••• topf SJope less 3}zan Raa 5lglra.reaier ' • • • • • • • • IO dat}r ees than 10 At • • o • • • osft3ve Jdegutive faS[i?Vd • agatJva • • • • • • • • • 4 c4 26 a4 zE R4 A z4 z5 ' • • 42.0 45.5 66_0 45-p ' 61.4 •' • • • • 44,2 1 4T.8 } bEW 48,2 M3 bd:6 • • • • • • • • 4.7.4 51.3 63.1 51A• 14.6 69.3 ••• ••i••• 49.8 54-9 6b.4 5...i • i� 72,$ • • • • •••••• 5t_8 5b I b9.(}' a6.6 • • i3 76.7 • • • 53,4 37 S 1.2 58_ 3, 78,2 • 13ROWARD COUNTY, PA1.A9 PO:. Il AND OPIER • • • • • • • • • • • COUNTIes • • • • • • • • WIND PRI;5SU1;E5 IN PSF • •.• • • • 75 M tf VELOCITY - fYl'USUR? D i 01digg 10 dagrees I than iO I z4 d z5( z4 1. z5 1,,4 4 z51 Z4. a 'S 1 16,220 I L�JWII 1. MIAMI-DADE t:OU ,'( I GENERAL MOTES: 1- THESE TABLES AWE AF-PUCARLIi ONLY I0 t;ALCI,ILATF, THE vW40-LrNk.D Fl." tR �i_ 7F, iY 00Q� JCisibbblld NWIRJIMME :fiHUTTnS kiNfXi1dKJ ANJ)WUWAPPWABL.1=TOkSPEcIPICPROJECT- T7iF> 0wTRAGiF1R k1U3TPRSSPc'.4LY5lwl�GTTk�L�E�Cdt FRESSLIRE AGCxRDjNGLYV4MTHE $(?yT4W MWITION-M I IB T, Ecali Aur-HiRfi'!a 2-FtEtia NOTE TRATA$FFttFIGPROJL-,TCbrIDITIMI13NPTANAL'IZEliCt.^LFfit-irm)BYTME.1rlNgER, TtIE51MIATURE r1JU:1EriiIf 1N:AiEOi-Mif{i3orv%VigblSCNLYitfl't;e4.ULI:fi)WEO.a�EUJAStEi-0FU$LICIT3W 3-To tgDT USE TH5 S1af ET IF IH£WE COI-lo ,4IS hioT cavr.RED By JHE TABLES OR ASIT1 SPB; rlr kll�? ll}171ndJ 1$ RC�lil tEC+ BY THE q,TY 4-EY,l�Ci9Uf� 8 (;;rN'1a1r 20. Y3j-U�in, =�.� 63:1 and vmoded drags And ethc� terfah} sr�ii nutgerousslos:ir spacedaCtSllvc?`an navalg ihasize t1?sin•Alps,ndlyd,vdiry��nrkN2+Jiitg��*`3QRe*1mu(c8prrvalt>.di?ixupwc�a.d,ersianfa3#Git�an4�gtaaFerih�n?iD44 A0t6.;xdina7�-�1?xJ.v:urz8 PFails III MO ?il"nuirXI difer3011 TOT 0 d tarp p'r;awj.sn:f0Q ii or,50 fire tha 1.-Adi�r Nigh( :r SM F i� pt�a1<r. Used on ah:= 6t.. tiYHZ, usa apdsarr<Gv;hantulldki:Pw.(e.dinErp W613 S-EXPCISI,IR€ 0(13,401n 20:i)-I]GNS train>1Nh sraitere dot JudtlOns Wth.h. PM* )45g then 30', op.a obunlry BndQM41,. EWsvff C 'vi4aT-P:; .tidfe•-?: e {n�tril ij4rd B da natnpply, ' 6-vxp6SURE1)p tion26.73j-Pitwbbs1petedmleismfarispreraiNinrhavvnirddiibailanfaradislancvgt4olarihan tlf 24 t r)}@a [tIQ tr?rTdii hal ?14 eNerisgi9a}ar .II7 7-fiL111,L�VG C4%[�1C1�R5t1 f:hJCL�L•Q -fuJ airitLlttj �� Ya irr�i�l T6�tankglaztng of Pratcdhd hiUt d;l Im}+aoJ tesist�iti �yer131g 6 ULTIhIATE Ulf 7 wev, V-J74mm. us wli ,%. PoP06f+'i`S dltr FAGTCQ }CZ.fa 1- (FLAT TEPRAIN) 10-UR> QIJ jWbtj 1 t TtSsZ Kd R.65 (V�4nd jlirettiortsldyFac?0q ii, TMwARYkgEk i0•S t2 1 f?GE STRIP (aF Theft511erai low of the Ina.0hirizooW dimsalin ni 46%of the hiaan rppl height but itd? less lhan tha:srrj�l of h�a of 61d (ed5tkotiZonfafdltrlprlOnot3il. Sk[+ I jt C <aB{NxD,iora -hxOA BW 6i5s bt elihil th�tl 8L a mu t rbl to Ins.,1h&l A " 3 feel of a= 4.04;c PW 22 22-HR 37 3/4" X 40" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) 23-HR 37 1/2" X 39 1/2" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 24-HR 37 1/2" X 52" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 21-HR 70 X 29 1/2" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 21 GARAGE 24 BATH 23 KITCHEN 20-SH 19 1/4" X 40" NOA 17-1018.08 ZONE 5 (+36.70/-48.90) 20 18-HR 37 7/8" X 52 1/4" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) 15-SGD 79" X 80" NOA 17-1218.20 ZONE 4 (+36.70/-39.70) 19 DINING I ( T W" 17-HR 5S 1/2" X 52" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) EGRESS • i • • 17 io•• 18 ••a• r ar •s •:•••• • ••ar r a • BEDROOM 2 ,.. .: fast • • • J •• i F [ • •a- •i• • r •r•• • 1 i 16-HR 37 3/4"`X 52" • • w OA 17-;5t�.09 • • • + s a • 15 • ZONES (t36.704-48.90) • • •:•• • • • 15-HR 37 3/4" X 52" • Existing tube NOA 17-0918.09 ZONE 5 (+36.70/-48.90) BATH 14-HR 25 1/4" X 40" 14 �111 NOA 17-0918.09 F ZONE 4 (+36.70/-39.70) DAULLION ----------------------------------------------------------------- 2' X 4" X 59 1/4" I LIVING i 13 13-PW 13 1/4" X 40" NOA 18-0430.05 NOA 18-0129.08 ENTRY ZONE 4 (+36.70/-39.70) ZONE 5 (+36.70/-48.90) ------------------------------- 25-HR 74" X 59 1/4" ----------------- ---------------------- - i 12 12-SH 25 1/4" X 52 1/4" - NOA 17-0918.09 ----- ------- ----- -------------------: :-------: NOA 17-1018.08 ZONE 5 (+36.70/-48.90) 25 6-HR 66" X 63" NOA 17-0918.09 7-HR 66' X 63" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 27-PW 90 3/4" X 31 /8" ZONE 4 (+36.70/-39.70) ZONE 4 (+36.70/-39.70) NOA 17-0918.07 IJ I MULLION 8-FD 39 3/4" X 88 1/2" BEDROOM 1 11-SH 25 1/4" X 52 1/4" ZONE 5 (+36.70/-48.90) V 1" X 4" X 63" NOA 18-0129.08 NOA 18-1220.11 11 NOA 17-1018.08 26-HR 74" X 59 1/4" 26 ZONE 5 (+36.70/-48.90) ZONE 4 (+36.70/-39.70) ZONE 5 (+36.70/-48.90) NOA 17_0 09 ZONE 5 (+3 , 0/-48.90) � a " 5-PW 32" X 301/2" 4-\(+ 10 MULLION NO09 NOA 17-0918.07 9-HR 37 1/2" X 52" 2" X 4" X 90 3/4" 3 ZO0/-48.90) ZONES (+36.70/-48.90) NOA 17-0918.09 NOA 18-0129.08 3-PW 60" X 32' ' El MULLION ZONE 5 (+36.70/-48.90) 10-HR 56" X 52" ZONE 5 (+36.70/-48.90) MULLION NOA 17-0918.07 MULLION 1" X 4' X 32' NOA 17-0918.09 1" X 4" X 59 1/2" ZONE 5 (+36.70/-48.90) 1" X 4" X 60' NOA 18-0129.08 ZONE 4 (+36.70/-39.70) NOA 18-0129.08 1-HR 60" X 591/2" 2-HR 60" X 59 1/2" NOA 18-0129.08 ZONE 5 (+36.70/-48.90) EGRESS ZONE 5 (+36.70/-48.90) NOA 17-0918.09 NOA 17-0918.09 ZONE 5 (+36.70/-48.90) ZONE 5 (+36.70/-48.90) ZONE 5 (+36.70/-48.90) Revision Deaw by: Date: Client: REBECCA DINAR 10110NE4AVE FLOOR PLAN FOUR BLR DOORS,CORP JOB: FB3758 �. 5743 NW 159th ST MIAMI SHORES, FL 33138 Miami Lakes FL 33014 Draw y: MARIA GARCIA I C-1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION 'BUILDING ELECTRIC ❑ ROOFING ENTERED MA'S 0 6 20 BY: `-k `,F� YBC 20 VI Master Permit No. V ' -6"'2z - Jc o4 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I e i l e NE 4 Nit 1- P LT - City: Miami Shores 2 County: Miami Dade Zip: Folio/Parcel#: I t-�i2�itQ- i� )— �Z Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1561-0 fr1 i�k n cl� Phone#: (I 2GG Address:1011n �,,N E + f he City: H[06 '51 �Jrts State:ficrida Zip: '!fZ51'r-1 Tenant/Lessee Name: Email hone#: CONTRACTOR: Company Name.-M )f u e w rS l if P. Phone#: ,�CLid _K90 Address: n-7i46 iNN IE, Q ST City: rnslm� (1m State: F it On Zip: 14 Qualifier Name: y� State Certification or Registratio DESIGNER: Architect/Engineer: Address: hone#: rtificate of Competency #: _ Phone#: City: State: Zip: Value of Work for this Permit: $ '32 Square/Linear Footage of Work: Type of Work: ❑ Addition [ K Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �a <!:)yC!!t- cX fY � Q C'_P_ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ `� _ ( 0 "t Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me e this day of fie— 20 l / by S � i Gt'ki -bI �,-R who is personally known to T -- me or who has produced AJ /- / C, c� as The foregoing instrument was acknowledged before me this (� day of ,20 % by lJ►.�`C ti S UH"ey' , who is personally known to me or who has produced as identification and who did take n oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBL C' Sign: II Sign: Print: C M(ore-\, i�Co( Pr' : �(S f (fir C9fS'�� sgr_oue�, LUIS G � LUIS G ppM�lGUQ Seal: _° ° Comm'GssionGG213217 Seal: r •' Comm'+on # GG 21321T Expires Juty 18, 2022 + * 6cpires July 18, 2022 mA71 Ffb�C�e 6p(AQdTMI i Ol�r �1dldMyg�,�►1o�ry6�frkM APPROVED BY `L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, S nm �; 00 ,does hereby attest that (Pro rty owner) The attached survey, performed by (Name of surveyor's company) Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affia s y eth naqug Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of ( —fa- / f Affiant is personally known to me, _produced 2)4-- F a 'de ion ' Notary Revised on 5/22/2009/ Revised on 6/12/09 vue�c LUIS G DOMINGUEZ as�`Y ' Commission # GG 213217 Expires July 18, 2U22 i�PF �OQ� Ben••CiMl 0l��ieft� RICK SCOTTI, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OPFLORIDA DEPARTMENT OF BUSI NE.$ 5-a-AND P. 4RPFESSIONALREGULATION CONSTRU THE'GENERI� PRO VIS.-I-0, G BOARD 3,UNDERTHE' ATTLITES EXPIRATIMO-A,T.- 90.-Uff3l,2020 Always verify licenses online at MyFloridaUce.nse.com Do not:after this document in any form... This is your license. It is unlawful for anyone other thah-the'licensee'to use this document: Local Business Tax Receipt Miami —Dade County, State of Florida ;,THIS IS NOT A BILL - DD NOT PAY LBT 7185278 BUSINESS NAME/LOCATION RECEIPT'NO. EXPIRES FOUR BLR DOORS CORP RENEWAL SEPTEMBER 30, 2019 5743 NW 159TH ST 7466077 Must be displayed at place of business MIAMI LAKES FL 33014 Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER. SEC. TYPE OF 13U,SINESS fOIJULR,DOORS CORP 19.6 GFNEBAL BU.ILO.ING CONTRACTOR PAYMENT RECEIVED' C/0 ISRAEL LA RED'PRES CGC1523069 BY TAX COLLECTOR' $45.00. 07/.11 /2018: Worker(s) 9 FP.P.U13-1.8-007880 This Local Business Tax-Rocaipt only'onnflrms paypienr of tho'Lu''dai Business Tax. The Receipt is not a licensei. permit aria certification of file holdor,'s qqualifications, to do bus]nass, libider must comply with any governmental - or nongovernmontal regulatory laws anNequiremonts which nppiy to the business, TI b RE0UII?TN0_,hbove must be displayed -co fill- commoralal.vehicles - Miami -Dade Cade Sao On-276. For more InlonnaUon,.vlaitwww.mlemidatle novltexcallect�* Florida r SJMNER s 'Er1 K 2 sxz UJ0af19S& 'c T - Z 4-0— sia+e E �r t aDB SSffEiTlOGD> AO a3>T 1i:aearKy+�y i 21 010034MG010102 I Y I REST:None END: Nane CLASS] E -Arty non—mmerdal veh wirh a GVWR <26.001 Ibs. or arty RV The stale of FL retains all property righrs herein. (yyyy Jw i Y ACCORD® CERTIFICATE OF LIABILITY INSURANCE `� DATE(MM/DD/YYYY) 1 11 /12/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: Sandy Aldana Q INSURANCE LLC. IANo. , 305 994 9981 FA/c No): 1800 775 0576 E-MAIL crs insurance.com ADDRESS: @q- 2531 NW 72 Ave Suite A INSURER S AFFORDING COVERAGE NAIC /t INSURERA: Indian Harbor Insurance Company 36940 MIAMI FL 33122 INSURED INSURER B INSURERC: FOUR BLR DOOR CORP INSURER D : 5743 Nw 159 St INSURER E : INSURERF: Miami Lakes FL 33014 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILICY LTR TYPE OF INSURANCE ADDLSUBR INSD WVD POLICY NUMBER MM/DPOLDY� EXP MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FxI OCCUR N/A N/A 00900705724-01 07/14/2019 07/14/2020 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE (E. occur ence)$ 100,000 -PREMISES MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: )C POLICY jECT FX LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per acc dent $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE I I ER E.L. EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Carpentry Interior (Window and Door Installation). License number CGC 1523069. This certificate has no additional insured or waiver subrogation. I.CK 111" I.A I t r1VLUtK L;ANL;LLLA I IUN Village of Miami Shores 10050 NE 2ND AVE MIAMI SHORES, FL 33138. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2015 AIffOKD CORPORATIE N- All riahts reserved ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ACORN® 1. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/8/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). SUNZ Insurance Solutions, LLC ID: (Essential) c/o Essential HR, Inc. dba First Star HR 4455 LBJ Freeway, Suite 1080 Dallas, TX 75244 CONTAPRODUCER NAME: Jennifer Hau er PHONE o 972 404-0295 FAX c No I ADDRESS: jennifer.hauqerfirststarhr.com INSURERS AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Essential HR Inc. INSURER B : dba FirstStar HR INSURERC: INSURER D : 4455 LBJ Freeway Suite 1080 Dallas TX 75244 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 52255369 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE"EN D PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ❑ PRO ❑ LOC JECT PRODUCTS - COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N WCO25-00001-019 10/1/2019 10/1/2020 PER �/ STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED7 ❑ IN/Al E.L. DISEASE - EA EMPLOYEE $ 1 ,000,000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space is required) Coverage provided for all leased employees but not subcontractors of: Four BLR Doors Corp Effective date: 10/1/2013 LICENCE #: CGC1523069 CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2ND AVE Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rick Leonard ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 52255369 1 Essential HE Inc PEO 025 MASTER CERT I MagaliA®hpadmin.com 1 11/8/2019 7:28:56 AM (PST) I Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). t: i Qua, ' ier/Owner Signature Date Print Name FLORIDA BUILDINQ COVE 2017 6111 r:d. - ASCE[SEI 7-10 - WIND LOAD TABLES -170, 17G nlph Cnclosad 9uira7ng witn ncnn rout helot less than or;qu;l rlinn 6o Paei F POSUR9CANDD -LOAD FACTOR: 0.6 INGLUDeD WINO PP,P55URES 1N r5f 170 IVIPH VELOCITY - W05URE C Building I Poo` Slope foss than I Roof Slope t0 degrees I than 10 1 Iz4 & z5( z4 1 z5 174 e z51 z4 I x5 1 w1NP PREFS-5URES IN kr- • • 0 170 ,Merl VELiOcily • txr05UC1: D• Building Roof 51ope less 4130t9 Poof oKr4e Height 1. 10 cla-weer, thaA SA tim positivel tlegative Poslt'V� •}lei 74 4 251 z4 j z5 I A A z'S 0*4 07CATIM M i101i I 13P,OWARD COUNTY, eyprp CQUNVE5 EX4mpte 0 WlttC1 t�:c'SSUpiES ttJ P5F 1 175 WH VELOCITY - I!XF03URI5 C Aul1ding P.00f Slope. less than Root 5191 Height 10 dc-Dr I than YO WIND?kr_5$URE5IN I'5;: 17,5 PAfPl VELOCITY - fXP050%L 0 greulcr $ultdiriq poof Slope Jess tharT Roof Slope. qr ea'1ei :erees 14efnhY I I thaT1 10 iicomas I -_ Iz4 d z5I x4 1 z5 124 4 7.51 24 1 z5 I . r�legaliy+= Pori#i;<e 1`leg:,tivi' A z5 z z5 z4 4 z5 z4 z5 _P .5 48.Z 59-3 L8.6 52.t3 65.1 11-6.8. !qO.7 62: r 5;1 55.�t 58.5 20.2 544 66.9 54.8 59.4 73.4 3)Off 2.8 57.2 70.4 �.6 62.5 773 41.50 54. 559.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75:5 61.$ 67.1 82 9 e1rA1t [c M14r4E,U-plDE COUNTY wwloll EUMPLE ! M13h41-r3fi0E C�UlTTr i 7 GE14ERA I. MOTS_ -- 1•TFgq.ETAPLEShiiEAFPVC-AELC-f-VLT1')CAL(;I,gATF,THF!MN14LC,4.DFI.NR I MYsAAlOC1At),%VQ RPAN .4Nj"k S. t4iNtXM AND C10U°,StAPPOGABLETOASPeIJFC PROJECT. Ttf�CONTRACTCR tVaTPROPE.RLYS14LECT7li:DE, C--N PRESSURE AGG RVNOLY VMH THE E.ityThW CDNDjf1ON,At•IU 77#S It-L4?iiAY1GYV 8E.�'[RIFEE) f31 ThE CID AUNiRIt`KS 2- PLEAS_� NDTE THAT 13NOTAMI LYLE13O CEPTIMPI)SY TM5 ENGINEER 711E-WRIATURE PRO E/,l IMI01fit) I -TN ifi15CAMVIND19U :fiWtii:ttftU; (U ffiEt LI ;fir:: i•�111[i1i7ATtC71•?PTfl1�EE! GfI��=C'- GFl1 UCi113CT1 3- 00 MOT USE THIS S14EET IF 1HE SITE C0I l0n*'y i5 j0T E:fSJI rtED 3Y T1 TA6LES 0R A SI T� 5M PK; kVAUTATTLXA 1S RC-{}ARED BY THE Qjy 0.7FfW LS. EY:pOSURE 6 (cetl lr 29.7 3)- Ur�in, a�+ bah and yvooded taws and cthrt term el sf11t+ nvtrt?[DU�tt9✓`It i�ecedotstnxiz n nav&Igtha s ze o?single saldiy d,v°ir414 zrr 1�diiTg ..H 30ft ex�ufc 8 prrvatis at t42 opera sec+aw fo; A ciT�an4o �taaFerthan r iDD q. Fc! br�din'a � ;�#1 ex�csvr 8 Ry':�ils Ih pro trj-nvi;€1d•:ie;"Id;t Iola d�iarr`s y'esr�r iFi�ri2EPV R or,D f1io� i,�: ! ylavr lYi3h( txi�i: rer's p;�,t=r, L�ssrd on 1f;_ 1"Lif.•� f-r`di?, usa EXlwsur4 c:fien Lull t4, a Ptat'din 0posbr9 B S-p(POSVRFr(Ca*;)20,S)-000iytrzfaMhsr.AIptd0M. urilonsWAh.h-Aipht5125sthan30'.4p.nooamryandgassWq.Exp�s::rrC v� arrw udlerT e,;n rna 0n11A 8 0 notIIPOY G: PXPOSLIn"e � (Se :tin 26,7 37 - F11t, sm nbsln�etFd or<a`s �sid gr �� st daeas Ff�rhi� � Iha uurird director fur a dislanc� Jfgelar than `��7U tt Of 24 t1r1T+m u1a btsidii-s� ha3�11t, H7TlCIleYerisgtsalof ' i,BWUX46 C0143IVE' R60 ENCLCMO-All r-aal4lg _003 YA irroapl1.51ant plazlnslof prolecicduith a;l Impant teslsbhi [GVamg A. ut,Tlwm witao apeap. v;:f x MPH,1,i6 Vi" P, POP0aRAAtfIGFACTGR Kzts I- (FLAT TURPAIN) 1o• aFteVYIQNAU1-i F/ktyYCJR l(d ;7.85 (Wnd Dirie%Maidy Factor) 1 I• TFt1.8UrA RYAREh-10St f2 Et'1GE MIP (er the sm6llerof 10% of Lhg InaO hor4oplz) dinersfan or 40% oRhe blaan tool height bW nol lass Then Ihe"tmfj of'I% at the IeAsthorizont0ldlrrimhoof31). , III 1t11111/4' °e`gO%j1 A. LA ��F No 8 - 74 th "�V a Y- BtNx 0, I or 3 <-- h x l).9 %•'•• •' °ago �� + 1� ` BVJreissnret}xattha{T 8E. �F ``: � `fir �, • � � • � a mug rol P� lc.s ihirl a 5feel otn-4.04xM+ � $���ti°` ,f� irra4ai01`1bl�xy9,°° M1AMPDADE MIAMI--DADS COUNTY, FLORIDA MIND PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street,F.00in 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31.Z-2590 • F (789}3,1.Sr2599 NOTICE OF ACCEPTANCE (NOA) www.'m'iamldade.gol/eeoTV my CGI Windows & Doors, Inc. 10100 NW 25 Street 00 0* • • Miami, Fl. 33172 0 ...... .... SCOPE: . . . This NOA is being issued under the applicable rules and regulations governing tie use of cofiStruetion RER- materials. The documentation submitted has been reviewed and accepted by M.ia;ii-l�a.e Co� nt}� RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the A tiviity Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Courtly. product Control Section (Tn 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 : Series "Sentinel 120" Aluminum Horizontal Sliding Window - APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall ear a permanent- label with the -manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or 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. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918. Expiration Date: September 22, 2020 Approval Date: November 02, 2017 P CGI Windows & 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's No.'s 10-0510.12 and 15-0512.05) •;; "" • •; • • 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. SliW;ig WdW.*r. I.I./ "'•• • S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 63429,10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signefl and-*sealed•byoJavad . ••; • Ahmad, P.E. .Soso' B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder previous NOA No. 15-051Z05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 1 S-OS12.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • .... B. TESTS (CONTINUED) • • • •.. '.. • 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading perFbQ TAS 202-94 • 2) Large Missile impact Test, per FBC, TAS 20.f--W . 00000 •••• • 0 0 0 ' ; 3) Cyclic Wind Pressure .Loading, per FBC, TM 94 • •: • •. along with marked -up drawings and installation diagram of a eefi�s`alum144M fixed 0 0 • • • window, to qualify DuPont `Butacite" PVB interlayer, DuraseaJ�gnd Super Spacer® 0• insulating glass spacer, prepared by Certified Test Laboratolies, Ifest geport No.....;. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh.�!-Petel, ?..E... ;••�� (Submitted under previous NOA No. 15--0512.05) 0000 ' 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••• E. MATERIAL CERTIFICATIONS (CONTINUED) ••.... • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman ChemitaiGompany.(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass IlitVLayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman ChemieNjEompin��t1rIA) for their "Saflex Clear and Color Glass Interlayers" dated 0619E�4pexpiring�pn 05/21/16. •• • F. STATEMENTS • 1. Statement letter of conformance, of complying with FBC 5tn Edition (2014} and of nc financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED B. TESTS • 1. None. •••�•• •• •• C. CALCULATIONS ' 1. None. •••••• •••• D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resource: (RFR). ' • • • • E. MATERIAL CERTIFICATIONS • • • •' • I. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 FLANGE WIDTH 6" 5" MAX. % MAX. HEAD/SILL TYP. MTG. SIT LE 5 5 _ E ' I I �� II II F it F 6 II 6 if z � z 1 _ II II I II II 5 5 FALSE MUNnNS (SURFACE APPLIED) 32 7/5- ADDL ANCHOR READ. 32 7/8" AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR OPERABLE D.L OPG. BOVEBOVE 3DTH5 8 ;z ;z FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 110' BUCK WIDTH SERIES SENTINEL 120 5 1/2• 13 5/16" ALUMINUM HORIZONTAL SLIDING WINDOW MAX. HEAD/SILL 5Typp. A2 MTG. SALE MAX. HEAD/SILL �z �o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED e - _ _` as comp) ng with the Florida I GLE UNITS OR SIDE BY SIDE COMBINATIONS Bullding de II II F II 11 II F If I I I I I IT II II II II !� 82 1 B I I II 11 I FALSE MUNTINS, (SURFACE APPLIED) 32 7/8" 32 7/e" OPTIONAL D.L OPG. D.L OPG. 36 3/B" VENT WID H FIN FRAME APPROVAL APPLIES TO S N NOA-No. 17-0910.09 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MU+MI-DADE COUNTY APPROVED MULLIONS Expiration Do a D9/22%2020 IN BETWEEN. s LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Y Mtamia Product Control WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (51H EDMON)/2017 (BTH IDMON) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)_ INSULATING LAM. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT �m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS a, AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT T(i 11 SE• I '_:•'% ��' •``1 11111 Y lAA �-� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC• •� • • • • A7 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO tSOD ONL+ • • : : vfl�°J'�� •� sF ALL SHIMS TO BE HIGH IMPACT, NON-METALI C AND Co.NON-COMPRESSIBLE• • • • • • • MATERIALS INCLUDING BUi NOT LIMITED TO STEEL/M. AL SCREWS. TRAM 000 • • •• 2 COME AUTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE {7 - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. La LIFE SAFETY OF THIS PRODUCT. ADEC" �y}. • ®' . OF • OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND j1PEWING F 7 • • • n' . Rlo?'!' WATER INFILTRATION RESISTANCE ETC. • • • • it V. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED•SE*.RAjf&. • • • • • A• AL A AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • • • • AAA llllll • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z g� 0 w W�H OGu'Io Cry1Quim 0 doo w o in V) 0 Q W z LL b N m Q wmF. m r i drawing no. W10-18 FLANGE WIDTH 6" MAX. HEAD/SILL 5" E II II II F I II II II II jj Ij F II 0 i� ° .% n II •/ x= 0 Jp — II AT II II u II II II D II II 5 FALSE MUNnNS �ADDL. ANCHOR READ. (SURFACE APPLIED) 24 1/2" 49 5/8' AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FlXEO OR OPERRnBLE O.L. OPG. ABOVE 30' PANEL MOTHS 28" AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2" MAX 13 5/16" 5 Lm MAX. HD/SILL FA HEAD/SILL N �z II II 11 II II II II II 11 II 6 II 6 II II I II II II II II II II II II - II n B2 B u II II II II II 7B FALSE MUNRNS / —� (SURFACE APPLIED)---lll 24 1/2' 49 5/B" OPTIONAL D.L OPG. D.L OPG, 28" j VENT WIDTH FIN FRAME EQUAL LEG FRAME N ..... PROD D • • • • v ! - as comp ying wl he Florida Building Code - NOA-No. 17.0918.09 Expiration o jie 9/22/20 O Mia • •r uct pn q • • • C qR N d`o <o INI� 0 �yti 0 q ui ei a0�," paop°i 0 0�2 0 N N L w In LL D Jzm 1�2 Q W 0 y 11-- N N � U C I p3 S N O r p LJ Of d U o c 3: nm 0 3 � d �Zu- C, cDoaw •� � S1 1s Lr / � o �•pGEN��.._ 2 b 5 OF •'.<(/� drawing no. W 10-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. SID. MTG. RAM H.D. MTG. RAIL GLASS TYPES 'A'k'Al', 'B'k'BI' GLASS TYPES 'B' k 'BT' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 53-1/B" 74' 26"" 25-1/2' 52-1/8" 73' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2- 37' 53-1 25-1/2- 36" 2-1/8" 73' 37-3/8" 65.0 65.0 80.0 90.0 38-3 B" 65.0 65.0 S0.0 90.0 65.0 65.0 65.0 65.0 80.0 80.0 90.0 90.0 1.74" 25-1/2' 36" 52-1/8" 73" 49-5/8' 80.0 90.0 ' 65.0 65.0 80.0 80.0 90.0 90.0 65.0 6S0 80.0 90.0 Z 25-1/2' 36' 52-1/8" 73' 1 62" 65.0 65.0 80.0 90-0 65.0 65.0 80.0 90.0 65.0 60.2 65.0 602 80.0 60.0 90.0 90.0 (1/2W) fi (1/2w) �i OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL E.D. MTG. RAIL H.D. 31TG. RAM GLASS TYPES TVAT', Wk'BL' GLASS TYPYSS IS, k 'B7' GLASS TYPES 'C' k 'GT' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 8-15/i6 83-1/2- 26' 54-3/4" 7-15/16 82-1/2' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.D 65.0 85.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 03-1/2' 38-3/8' 54-3/4- 7-15/16 82-1/2' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 40.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2- 50-5/8" 54-3/4" -15/16 82-1/2" 49-5/8' 65.0 65.0 80.0 90.0 1 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4' 8-15/16 83-1/2' 63' 54-3/4" 7-15/16 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 (2/3W) G i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' YC T'P, BUCK DIMS 14' TIP. I BUCK DIMS FFLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ ES Ea STD. MTG. RAIL' 1E4H.D. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Fxpiration Date 09/22/2020 By Miami=Dad�Product Control BUCK DIMS FL-ANGE ADAPTOR FRAME RANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . . . .. •• •1 Ra.:'7•• • •• NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • i drawing no. W10-18 DESIGN LOA➢ CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. M. 3fTG. HAIL H.D. MTG. RAIL GLASS TYPES 'A'&'AI', 'B'&'BL' GLASS TYPES 'B' & 'BS' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26" 73" 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65.D 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" ill" 38-3/e" 73" 705-1/4' 110' 37-3/8" 65.0 65.0 80.0 90.D 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 705-1/4" 110" 49-5/8" 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 106-1/4" 63" 73" 105-1/4" 110" 62' 1 65.0 80.0 90.0 61,6 60.0 61.6 60.0 80.0 80.0 90.0 90.D (1/3W) (1/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX" DESIGN LOAD CAPACITY - PSF (XDX SIZES) FLANGE ➢IMS. BUCK DIMS. SM. MTG. RAM H.D. MTG. RAIL. H.D. MTG. BAH. GLASS TYPES 'A'&'A1', 'B'&'Bl' GLASS 'TYPES V & 'BI' GISSS TYPES 1c, & 'Cf WIDTH HEIGHT WIDTH HEIGHT EXT,(+) INT.(-) EXT.(+) IM-(-) EXT.(+) INT.(-) 74' 106-1/4" ill" 25' 73' 105-1/4' 110" 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80,0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4" 111" 38-3/8" 73' 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 .65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4- ill' 50-5/8' 73" 105-1/4' 110' 49-5/8" 65.0 65.0 $0.0 1 90.0 65.0 65.0 - - - - 65.0 ..1) - - - - 65.0 55.0 74" 106-7/4' 63" 73' 105-1/4' 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 b5.0 (1/4W) (1/2W) (1/4N OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' J4" TVP. BUCK DIMS )4" TIP• BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ PRODUCT REVISED s complying with tha Eland. Banding Code NOA-Na. 17-0918.09 0 C Expiration Oat. 09/22/2020 3 By N N c 5 . o R7iami-Da�roduct Control OJ Ora N v U d � LL 1Y o � 9 UNn v O a I c.O2N a Oaoogyo N0 7a JOJ y LL O Z 'Jmg W z Qw mSr O m V 2 is N 0 0 Q uj v of 11 V) O M N o LL1� N W i 0 BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• ••• • • • `�N111'VMA7 ES NOTE: S CAPACITIES ON THIS SHEET ARE GLASS APACffI .'• �; E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Or' :�L'7� drawing no. AND FLORIDA BUILDING COMMISSION • • • • • i • • • • S~ W 1 0-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • •'7, A�E1\ • • • • •• • • i I 111111 sheet2.1of11 • • •• . --- - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. NTG. RAIL GLASS TYPES 'A'&'AI', 'BTRI' GLASS TYPES V k 'BI. WIDTH HEIGHT EXL(+) INT.(-) EXT.(+) INT.(-) 25-1/2- 36" 52-1/8" 73" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8" 73" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80-0 65.0 65.0 80.0 80.0 25-1/2- 36' 52-1/8" 73 49-5/8, 65.0 65.0 80.0 80.0 65-0 65.0 80.0 1 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/e" 73' 62, 1 55.0 65.0 80.0 80.0 65.0 65.0 80.0 * 110.0 65.0 B5.0 B0.0 80.0 60.2 1 60.2 80.0 80.0 (1/2W) (I/2w) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 STD. MTG. RAIL: BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAII. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'$'Al', 'B'k'Bl' GLASS TYPES B. k 11, OLASS TYPES V k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) DM(+) INT.(-) M.(+) INT.(-) 54-3/4' -15/16 82-1/2" 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/1 82-1/2' 37-3/5' 65.0 65.0 80.0 80.0 65.0 55.0 65.0 65.0 50.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65-0 54-3/4' 7-15/1 V 82-1/2' 49-5/8- 65.0 65.0 80.0 80.0 65.0 65.0 - - - 65.0 65.0 - - - - 65.0 650 54-3/4' -15/i6 82-1/2' 62' 65.0 65.0 80.0 80.0 65.0 - - - - 65.0 !.L�fl.2 4E2 E4 H.D. MTG. RAIL: (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Balding Code NOA-N.. 17-0918.09 � m Z q h Expiration Date 09122/2020 Q � � �' N By C� ar L B Miami -Da tod-t Control Q W N a�} Q ohm o Q an6 .°t Q °�riiC O 4 W D IL p �Z10 0 FIN FRAME ° ° N. 70592 _a;• S • • • • • ®•, OF • '. ��� drawing no. � W1jj 0-18 • • • • • • • , "'�,}, II fL1� �\ sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SUCK DIMS. M. MTG. RAIL H.D. MTG. RAIL GLASS TYPES Tk'Al', '11WED' GLASS TYPES 'B' k 'Bl' WIDTH HEIGHT EXT_(+) INS.(-) EXT.(+) INT.(-) 73- 105-1/4" Ila" 25" 55.0 65.0 80.0 80.0 65.0 65.0 80.0K800 55.0 65.0 50.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 65.o 65.0 80.0 65.0 65.0 80.0 1. 105-1/4" 110" 49-5/8' 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 W.0 73" 105-1/4" 110- 62. 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) (1) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' E4 STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MPG. RAIL H.D. MTG. RAH. MASS TYPES •AwAC, 'B'k'BI, GIASS TYPES 'B' k 191' GIAS4 TYPES C. k 'Cl, WIDTH HEIGHT EXT.(+) BST.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 110" 25" 65.0 65.0 80.0 80.0 65.0 85.0 s5.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 1 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 49-5/5" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.D 73" 105-1/4" 110" 62- 55.0 65.0 80.0 80.0 65.0 65A - - - - 65.0 65.0 - - - - 65.0 65.a BUCK DIMS FIN FRAME 4E21 E4 H.D. MTG, RAIL: (I/4W) (I/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED L%t- complying with the Florida 6ulldtn9Code NOA-Mo,as 17-0918.09 Z m Expiration Date 09/22/2020 h Q 1- By z ri a. IL 0 Ifflarni-13251p,Froduct Control 01.Cq V N 1m„ 0. ® aaa ti � to Q W j O LL ^ lLWV)'O W T � FIN FRAME ' a • ••• • Cs •,ty� drawing9 no. . w W10-18 • • • • •• • • y 0® L • • • • • • • ��i•Aili1i11` • sheet3.1ot11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" ANN. GLASS .075' Intedoyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Inteyer Trosifol rlaPVB By 'Kuraray Americo, Inc.' r1/8" ANN. GLASS DOW CORNING 899 DOW CORNING 995 a O /W EB X AT 7/4 POINTS ON L1TES W M7 WIDER THAN 36" GLASS TYPE 'A' 5/16' NOMINAL LAM. GLASS 1/8- ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interayer Soflex Clear And Color Glass 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090" Interlayer SentryGlos By Kcraroy America, Ina.' 1/8" ANN. GLASS OR .090' Interlayer 1/8 Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS a: z SILICONE z m GE 1200 g � DOW CORNNG B99 M1 DOW CORNING 995 \ i F XL EDGE SPACER i ST. STEEL BY 'CAR OR DURASEAL BY 'QUA, OR El SUPER SPACER BY WM7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL LAM. GLASS 1/8- HEAT STREN'D GLASS .07� Interlayer Saflex CP With PET Core By 'Eostrn- Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Easfman Chemical Co.' OR .090' Interlayer SentryGlos By Kuraray Americo, Inc.' OR 090- Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8- HEAT STREN'D GLASS i z SILICONE m GE 1200 !!1 DOW CORNING 899 Mt DOW CORNING 995 � ce a W' / a � w X AT 1/4 POINTS ON LTTES M7 WIDER THPN 36' GLASS TYPE 'H' 5/16' NOMINAL LAM. GLASS " 1/8- HEAT STREN'D GLASS .075' interlayer Soflex CP With PET Core Chemical Co.' O'Eastman R 090' Interayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090" Interlayer SentryGlos Kuraray America, Inc.' OR HEAT STREN'D GLASS .090' Interlayer 1/8- HEAT Trosifol PVB By 'Kuraray America, Inc.' 1/8- HEAT STREN'D GLASS SILICONE °1 z GE 12DO !!f DOW CORNING 899 N M7 DOW CORNING 995 \ a I. I �i XL EDGE SPACER DINAL' !I ST. STEEL BY 'CARDINAL' OR YEX' DURASEAL BY 'QUANEX' OR 'QUANEX' W Eg SUPER SPACER BY 'QUANEX' K N M7 AT 1/4 POINTS ALL SIZES GLASS TYPE '111' 0.70' OVERALL INSUL LAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'At', 'B7' & 'C1' MUST BE TEMPERED. 1/4- AIR STREN'D 1/8' HEAT SiREN'D GLASS 075" Interloyer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090' Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STP,EN'D GLASS SILICONE GE 1200 `DOW CORNING 899 1 / DOW CORNING 995 o z 7AT 1 4 POIITTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS PRODUCT REVISED as complying with the Florida 0 Building Code Now-N.. 17-0918.09 o 3 �m Expiration Date 09/22/2020 0 h N By Miami —Da roduct Control O $'n r i O m c 0 ao¢o 0h0m 11 Z Q IL, N LL Win'a r Df .d z g i In Q W M E 1= � � 3 — V G 1 — r1 0 n 0 C S ow M i c o C In N Co I n v3-j 3C, r G HEAT STREN'D GLASS �1/8" 075' Interlayer SPACE I Safe. CP With PET Core 'Eastman Chemical Co.' IBy terlayer s ray Americo, Inc.' - HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899DOW 4OR CORNING 995 XL EDGE SPACER ST- STEEL % �ARUILJ11• •SUPEPOINTS OR • 000 • • ALL SIZES _ ,.� GLASS TYPE 'Cl' t, 0.70' OVERALL INSUL LAM. GLASS • 000 •' • • • • • • • • • • • r • •• • 8 yGE00 N� • N 70M • �p.(tl � drawing9 no. W 0-18 Or • • • • ••• • • 00 • •• •• • f • •• •• ••• • • • ••• • • • TYPICAL ANCHORS SEE ELEV 1BY FOR SPACING WOOD BUCK 1 Q EDG12 DIST. m EDGEST, tJ.. •' > TYPICAL ANCHORS 1By SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Y U_________ __________ -------------- o �I MIAMI-DADE COUNTY APPROVED I� MULLON & MULUON ANCHORS 3 = I� SEE SEPARATE NOA �1 o - IST. II II N I I EDGE DIST. I I I I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/3/8-- MIN. { I I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER T T STRUCTURE. ICAL ANCHORS: SEE ELEV. FOR SPACING ^ 2-3/� s' MIN. 1/4" DIA. ULTRACON BY 'ELCO' (Fw177 KSI, Fy-155 1a) ```� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C THRU 1BY BUCKS INTO CONC. OR BLOCKS ---- 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) WHEN USED THE MIN. WOOD DEPTH sHAu BE 2J§'. THE USE DIRECTLY INTO CONCRETE OR BLOCKS D� OR eEvo£o wooneuc s I -1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB PQtMIRm 1- " IN. EMBED INTO BLOCKS (JAMBS) ,414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL- 1/B' THK. MIN. (Fy = 36 KSI MIN.) as comp ng wlth the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Building ode NOA-No. 17_0918.09 TYPICAL EDGE DISTANCE Expiration Date0912212020 INTO CONCRETE AND MASONRY = 2-1/2' MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-C� a Product Control INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3D00 PSI MIN. WEEPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS f m 2000 PSI MIN. •• ••• • • W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8' FROM EACH • • • �Ni Jill. !! END WITH PLASTIC COVER • • • �� t(l — t W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EAC4 END • '�• � W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM E•ALIH EV • J •:� • {T • • •. �. drawing ••�� • yJ10-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL FLANGE 6 Ile MAX. SHIMS 1 1/2 O� W is 2 WOOD B K R WOOD STRUCTUR SWEEP LOCK DPIIONAL TO SPRING LOCK c FLANGE ADAPTOR FRAME �� Li n 0 J a FLANGE ADAPTOR FRAME O g v i E 2 n 1 /2" TYP. `SS 0. S y^ pry`Xm O CL LvLL Q UF V=7M O � :" oaco� V1N JpJ m Q W Z LL r vi_ o ZOE Q W m g F O O a ? v 6 C 1 n O 6 Ii-- n O W v � lal U V) C p F-N O C\ d. N 3 C ZLL �. SEE ELEV. FOR SPACING B lV z z MAX. BUCK WIDTH 1/4" MAX. �r� 77�—J =o vsi vzi F ID4 SHIMS 1 VENT WIDTH o 3 E 1 F Ci � z i 9` TYPICAL ANCHORS SEE ELEV. 1 o > FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 �1. /4" AND 6 APPLY TO BOTH FLANGE FRAME AND - _ -- - - - - 1 r —k- I I FLANGE ADAPTOR FRAMES. u C W LL I I i - •• ••• • • • • • •`�J1 IiI�T`/•• jo ---- 13 _. _.. � scREENs OPTIONAL- • • -- PRODUCT REVISED r E6 w as complying with the Florida 1EIY Building Code 17-0918.09 o u E5 EXTERIOR 1 WOOD BUCKS NOMNo. XO LAYOUT D.L OPG. c F6cPiratlonDate 09/22/20z8• ••: ',• OF •j(t,��• drawing no. ..a-i By 8 Miami -Dad duct Cant 1 • • • • //'•1 A'& Is eel 6 of 11 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE 1. FOR SPACING EQUAL LEG FRAME -�: rr--------------- —I, j l MIAMI-DARE COUNTY APPROVED I j o w m I MULUON & MULLION ANCHORS I £ 3 II SEE SEPARATE NOA DIISGT- i l g y LSO �O I L__________y{ 1 __-___� 9 I�u N N CL L 19 O w y F D W M 0 IL ❑ p `� TYPICAL ANCHORS TYPICAL ANCHORS SEE SEE ELEV. FOR SPACING FOR SPACING Q u) Z w ' F EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY pop '- INTO WOOD, CONCRETE OR METAL STRUCTURES Q w m F r WITHOUT THE NEED OF A WOOD BUCK. �- 2 3/8- MIN. 5� > h�2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH -SHALL BE 21E',_THE^USE OF V � PRODUCT REVISED S as complying with the Florida Building Code h NOA-M.. 17-0918.09 w v Expiration Data 09/22/2020 pV By v v~ = Miami - a roduct Con Vol 6 N ~ n R N 0 'D 3 MIAMI-OADE COUNTY o O APPROVED MULLION o M & MULLON ANCHORS = U p SEE SEPARATE NOA U ,.••' s i ice. • � ,({�� drawing 9 no. �c3�• W1D-18 • heel 7 ofll ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTF EXT, Of NOT BY HOUSE Y NOT BY n00 STRUCTURE 1/4" MAX, SOT BY CGI \ GAP 1/2' MIN. HOUSE W NOT BY ( TYPICAL ANCHORS: SEE 0". FOR SPACING $e SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD n FIN FRAME M4,'i z y m PRODUCT REVISED Florida " m s complying with the Q E n Building Code NOA-No. 17-0918.09 a` o Expiration Date 09/22/2020 a Zi � of By O Miami a,Oelrroduct Control (> > ur ri O ito 0 o°p O N C a W Z to O 0 � 1/4' MAX. GAP 1/2' MIN. BACKBED CAULKING • • dy drawing no. owl 0-18 R� • lheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED omplying with the Florida Building Code NOA-No. 17-0918.09 F-pi—tio Date 09/22/2020 By Miami-Dadey duct Control •• ••• • • 11114011 p,�•• • • • • •�70�f•Ei•-. ✓ -*: i._E= i • L •' • OF •,•'�(tj • • • • • ••'•r71 NIn1�1 �� • 6i05 _ Z g O w W H W 0 OGN� C3 'a Ld .i �O�fmo O 0a.w<0 0 O r 6 VI O oN 005 Q W m U 0 o n m G LL 0 d 0 N n F ITF.Y PART $ QUANTITY DESCRIPTION J - o H a O C n C m O w v p w r D ~ C DXNo A N� 3 n i V J u p _ n _off C p ¢ J O o u a�33 u V 0 o d m d n 'moW r . 9 drowing no. sheet 9 of11 MATTiRIAL 3fAhF./SUPPLO!R/IrRM�tztrc E1 Cd-700 - FRAME JAMB • FIXED GLASS 6063-Tfi CGI FY.TRuOER E2 CC[ - FRAME FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T6 Cd IXTRUOE3t E4 CGI-103 - MEETING FAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 606J-T6 Cd EXTRUDER E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER EB CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRUDER EB CGI-708 - OJDO" GLAZING BEAD 6063 75 CGI EXTRUDER E70 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER E71 CGI-I10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB ®FlXED GLASS 6063-T6 CGI EXTRUDER EI3 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E74 CGI-139 IF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNI7N 6063-TS CGI EXTRUDER E76 CGI-141 - 2.5' MULLION 6063-Tfi CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6O63-TS CGI EXTRUDER E18 Cd-714 - SILL SNAP IN 60fi3-T6 CGI EXTRUDER E19 Cd-175 - SILL FILLER 50fi3-76 CGI EXTRUDER F20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER F12 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER F23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-ill - SCREW COVER (OPTIONAL) PVC - M3 CGI-T12 3" • ANCHORS EQUAL LEG COVER/SMM PVC - M4 - 0.700' X 0.040' BEAD GE1200 SILICONE SILICONE GE MS - 0,700' X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700' X 0.040' BEAD DOW B99 SILICONE DOW M7 - 2/ LffE SETTING BLOCK EPDM DUROMETER BOt5 SHORE A MB - - PRDTECID WRAP WATERPROOFING OR EQUN. - - M9 684 - ROLLER TRACK PVC M70 CGI-728 2 PER SASH ROLLER HOUSING NYLON M71 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EWN. M12 CGI-729 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER BASH HANDLE RAIL F1J0 CAP NYLON M&M M14 397-N 1 PER SASH ANi1L1FT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 Cd-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730407-32 1 PER WD. CAM LOCK ZINC TRl7Ri OR EQUN. N18 CGI-732 2PE}2 WD. 2' SASH STOP PVC PROTOTYPE Mi9 CGI-711 ®FR HEAD SCREW COVER PVC PROTOTYPE M20 CGF-125 2PER SASH 5g91 CAM (8/T BALANCE) NYLON MkM M22 VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN 52 - 2 OR 3 PER CORNER � 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSE7dBLY SCREW - 53 - 1 1/4' EMBED. � e X 1 7/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - 54 _ 4 PER WD. $ B X 1/2' PH. SMS. ST/Si BALANCE BRACKET SCREW - - 55 2 PER WD. $ 8 X 1` LG. M. SMS Si/ST. SF1AAL B. ASSEMBLY - - 56 - - $ 6 % 1/2' LC. FH. SMS. • CGI-133 h CAM LOCK - - SB - 4 ®M. RAIL $ 10 X 4" LG. PHL PFi SMS. ST/ST. ASSEMBLY MEETING RAIL - - 59 2 PER ANUUFT 4 70 X 5/e' LG. PHL PH. SMS. ST/ST. MTLIFT SCREW - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' �2440- -2.440 2.113 --{r-.065.T1-20 050 05.7 0 YP705- TYp. �. M Z 0o< 1'601 1.301 1.660 -iI -i I II- 864 =n 2.846 L . 2. L O 1.220 1.0072.107 .864 Ea O ` m 0 ° so 5/16- GLAZING BEAD .700' GLAZING BEAD uOJi H eta FLANGE 1.155 1.015 FRAME HEAD O FLUSH Y�1.755 II 1.015 i-- FRAME HEAD ° ��y6p5 1.368 .745 E4 MEETING RAIL 1.395 1.449 Et, NAIL FIN ADAPTER j^1.395 7.49fi'^j r=�I 180 I I---¢3 f .050J .�5 .060 1.413---I I fff��- 22641.255M3 FLUSH FRAME COVER I'f2 SCREW COVER � � N 0 �' F• O W ®a o Q O N N m Q W z W LL J m E N b i- 1.015 140 Hr 1.015 1140 F1 788 I .065 Tl'P -1 F1 11.015 1 220 �__ 1Q .oao O 4.430 3.6&5 055 TYP. 2.655 3930 3.185 .065 �' 2.885 1,043 O LOCK RAIL TW E19 SILL FILLERrm g s U e G t L O n W �- 1.788 1.450 .180 �O -p 4 -2.440 .�� M O O FLANGE FRAME SILL O FLUSH FRAME SILL 1.Ot5 �65 I IiY 2.310 t.220 1 L �2737 j-2.737 1 E23 FLANGE ADAPTOR g C, o �' p p� v C) 1.043 065 .065 T P. T'P. E21 ALT. LOCK RAIL O V O 2.505 2.513 2.505 2,613 1.892 GGt�t� � � n .065 TP. T 2.195 PRODUCT REVISED as complying with the Florida Building Code 17-0978.09 o_ c y G g u u 1.000 991 • .500 .991 3.237 2.737 1.015 NOA-No. Expiration Date /22/2020 z E,a FLANGE FRAME JAMB (MOVING) �0 FLUSH FRAME JAMB (MOVING) BY Mlaml-Oatl roduct Control 1,043 811 y att j� o °� o^ o' _o 8 27 0 E6 HANDLE RAIL o W 1.39565 2.505 .065 TYR 1.015 250565 T2. • • • • 1t1NitYl1 • • • • • �j /i • • •. c m ' 4112,15 1.015 I-- • : * 0¢ • ` 0 : I �rawiOcJ n°. 12 E1 O • • • • • • �►� • �� eet O of FLANGE FRAME JAMB (FIXED) FLUSH FRAME JAMB (FIXED) SASH RAIL 11� • • • • l 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �W U o ICI as complying with the Florida I`IYI eullding Code A a / NOA-No. 17-0918.09 Z Expiration Date 09/2212020 0By n i u tt Q /% S2 Miami roduct Control 6 oo U 0 �, w voa� p'oEm o 0 IL a o tq tt ve 1j W j W (p LL=N_ O itm< Q wmi .w O FRAME TOP CORNER ` U V c i 3 VENT TOP/BOTTOM CORNERS z o r M � p w Lr- 4 C o— / � O is o� 0 0 0 c � c 0 o a oIo � 3Bo •• ••• • • • • • •• �cWLL • • • • ll1.111•/(( • _FRAME BOTTOM CORNER •• •: 0 �`.{A�,.���"��®% • N ,e •• ••• •; • • •'•, •L �0,533 • __� iV y:i ��a' • s DF •_f kI� rjFawing no. FlXED MTG. RAIL CORNE 0J0 • • ~ii/ AL "• �;i` • it • ((IlITWI �• • eet11ot11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11801 SW 26 Street,R'oo"2.08 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315z2 59� . F (786)31 S 2599 NOTICE OF ACCEPTANCE (NOA) ww .�y�aae.�ay%ecsnoinv CGI Windows and Doors, Inc. • • • • • • 10100 NW 25" Street • • • � • • • • • Miami, FL 33172 "" • ...... .... SCOPE: ..'..' •00 • • This NOA is being issued under the applicable rules and regulations governing tl" "r..of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada Court RJR - Product Control Section to be used in Miami Dade County and other areas where allpw fty the:&UicUty Having Jurisdiction (AHJ). " • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cotrol 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 Velocitv Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's •••;•• •..'.: e..,;• A. DRAWINGS " .... .... 1. Manufacturer's die drawings and sections. • ...... • • • • (Submitted under NOA No. 95-0929.39) • • "' 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Detals'*' •sheettwl,'2:3, •.ww• • 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15;pfv4red by A4- .' Farooq Corporation, signed, sealed by Javad Ahmad, P.E. ... • g • .• ww.•.. B. TESTS of** 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 a Manue Pere , P . Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE • • • • • • • •' •: 1. Miami -Dade Department of Regulatory and Economic Resources'R•j. • ... .... . • E. MATERIAL CERTIFICATIONS .. • • 1. None. • • • • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edit2a1j•(2j)14), anci of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, ,�"hand sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. :x-,4now, - Manuel rez, E. Product Contro x iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E - 2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • ...... .... A. DRAWINGS •••:•. 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum -T•nbe Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, witlffMsion H-daAea 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by V� &Ahmatr,V.E. B. TESTS 1. None C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a er NOA No. 18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 j� 1.000 �{ff ,.125 I 25 2.000 Ix = .332 IN\4 Sx = .332 IN\3 1X2 MULLION 6063-76 �1.000 3.000 .125 L L___j Ix = .9502 IN\4 Sx = .6335 IN\3 1X3 MULLION 6063-T6 I _V25 125 4.000 Ix = 2.0374 N\4 Sx = 1.0187 IN\3 1X4 MULLION 6063-T6 125 2.000 3' i^-2.DO" CLIP ANGLE 6063-T6 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 5 3' 3' 'W' DIMENSION MULLION 'W' - IN. 2" 1.688 3' 2.688 4' 3.688 6" 5.688 715 1,875 .125 �I 1^4.000-�i MULLION CLIP FOR 1 BY TUB CGI-383 6063-TS MULLION CLIP FOR 2BY TUBES 2X6 MULLION Col -395 6063-T6 6063-1­6 6.000 F�2.000--I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR INSTRUCTIONS -WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN JI q[tyYlyG fE =0 BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY I IN C • • • • • USE CHARTS AND GRAPHS AS FOLLOWS. •Q • • • • • • •• • 11 Ilyrr STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • • ��� /� e FOR PARTICULAR OPENING. DADE COUNTY APPROVEPRODUCT RBr y�'�a•�� • • •`J [" /�. r •1 STEP 2 USE D GLAZING PRODUCTS MEETING as cemPlyiRgwM�e Flmids • • ABOVE LOAD REQUIREMENTS. Beildiag Code ? STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 1A--p mcDw lS D[ /O�B�2 APPROVALe Date USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH -� STEPESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Pr uc[ C • • ...((({{�// OIN STEP 1 ABOVE. drawing no. SING ANCHOR TYPES ON SHSELECTEETS 4 & 5, AND ANCHOR GR• • •� �!` 1QhL' (y • M95-13A Ste_ MOREHTHAN THE DESIGN LOADS SPE FIED N STEP 1ANCHOR TYPE WITH ABOVE. • • • • / /r �0 AIL 0 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 100 al a 90 p p 80 z u 0 70 60 50 1 X 2 X 1/8" MULLION 1 X 3 X 1/8" MULLION M� Z q z m o O ,� w N � '0- a � �: -I 0 In V owe O>M 50-5/8" MULL SPAI Q a 0 Q .f p ARCHES TO BE INSCRIBED 0 J80 a0 80 INSIDE RECTANGULAR SHAPE O N W w 56' Z 74-1/ ' w j It 6 HORIZONTAL MULLION m w 70 rn 1 z 0 070 J�m<_.i 63" QwmF 60 GLAZING 60 PRODUCT i O 50 74 1/450 96 o C N 40 40 GLAZING GLAZING 3 N PRODUCT PRODUCT 1-108' 84" E O p W 4 30 30 � � 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 I ¢ U) MULLION SPAN TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES O N o TRIBUTARY WIDTH -INCHES ^ m •7B x 3NM j 2 X 4 X 1/8" MULLION 2 X 6 X 1/8" MULLION p M n 130 130TYPICAL MULLION ARRANGEMENTS 9° so-5/8' a o 0 Wt + W2 p- 120 120 . WIDTH (W) = 2 a O 110 110 63" 84' 100 100O�� 4 74-1/4 MULLS ,.IW € F a 90 a 90-6'MULL 4SJ 80 ago °'iii� 50-5/8' 56' 0 -70- J � z Z 2 w70 ✓ 70 0 0 60 60 96' 50 50 10 " 40 40 120" 32' 30 30 1 X 4 X 1/8" MULLION U< 130 120 110- 5/1 MULL SPAN 100 63' a 90 NOTE, N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDHillVERTICALLY OR HORIZONTALLY.e (INTERPOLATION ETWEE61 %DTYS Al10WE�) • • • • • • 0 PRODUCT REVISED - 2 as cemplyug wiW �e F►vda _ _ e u � S Building code 8=�•.�ri�r�j= o °+ c A�P�eewi8—fXII�i.O _ • o 25 35 45 55 65 75 BS 25 35 45 55 65 75 85 B D • • • •� •'�/ \� • ' . drowing no. TRIBUTARY WIDTH -INCHES TRIBUTARY WIDTH -INCHES Atiarni ,aie • L C • • • �6+/® ,L�` ; M95-13A MULLIONS ,,,,,111E\�. sheet 2 of 5 .... 1 X 4 X 1/8" MULLION U< 130 120 110- 5/1 MULL SPAN 100 63' a 90 NOTE, N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDHillVERTICALLY OR HORIZONTALLY.e (INTERPOLATION ETWEE61 %DTYS Al10WE�) • • • • • • 0 PRODUCT REVISED - 2 as cemplyug wiW �e F►vda _ _ e u � S Building code 8=�•.�ri�r�j= o °+ c A�P�eewi8—fXII�i.O _ • o 25 35 45 55 65 75 BS 25 35 45 55 65 75 85 B D • • • •� •'�/ \� • ' . drowing no. TRIBUTARY WIDTH -INCHES TRIBUTARY WIDTH -INCHES Atiarni ,aie • L C • • • �6+/® ,L�` ; M95-13A MULLIONS ,,,,,111E\�. sheet 2 of 5 .... ....... . . ..... . .. . . ...... . ... . .... . . .... . i tL N a I 0 CZ9 rn 0 20 10 00 90 80 70 60 50 40 30 130 120 110 100 rn a 90 I < 80 z 70 0 60 50 40 30 2 ANCHORS TYPE 'A' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'BF' 130 2 ANCHORS TYPE 'B' 120 3/8* UWON SPAN 50-5/ 100 � 56 a 90 63 < 80 - 0 74 0 70 w 0 84 60 96 50 10 ' 1 40 1 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 130 2 ANCHORS TYPE 'C' 120 110 100 a 90 I 0 80 z 2 70 0 60 50 40 30 130 2 ANCHORS TYPE 'BH' 1 20 110 100 tL a 90 80 0 70 0 60 GLAZING PRODUCT CLIP ANCHORS cuP ANCHORSVERTICAL MUWON Z 0zGLAZINGPRODUCTd m Ct hCLIP0 V yANCHORS ('WW2 cy0HORIZONTAL MULLION 0H'zBARCHES TO BE INSCRIBED RECTANGULAR SHAPE W Z JINSIDE m- 00 Z Q W mi T CUP ANCHORS MUWON SPANPICAL MULLION ARRANGEMENWIDTH (W)ANCHORS 'A' APPUCABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'S' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BHAPPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 18Y WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES •• ••• 50 5' 6 ' 40 74 30- nhl -L � . . 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES ULIE OiLu�T Z C)oC'< 25 35 45 55 65 75 85 25 35 45 55 65 75 WIDTH - INCHES TRIBUTARY WIDTH - INCHES BSPRODUCT REVISM0TRIBUTARY .—nply.4 with we Flodm wldmg C'�7-NOTE: ANCHOR LOAD CHARTS ""`""° �-04m.°B • =-a 4 .7 '8' �' ANY ANCHOR CONDITON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. . �1%3 • ; AF Pdrawing no.M95-13AINfERPOLLAOTIION BEE WEEAILS NDWIIDTHS OROSPANS ALLOWED4 THRU s. ()II/�iIII1 2 ANCHORS AT MULLION ENDS 'a �` . • .. • � /fi ,� � sheet 3 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 130, 4 ANCHORS TYPE 'A' 120 63" 110 8 MULL N AN 100 96 N 10 a 90 o t J 80 1 z N 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES ti 1: 1' IF 4 ANCHORS TYPE 'B' 130 120 110 100 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 a 90 0 0 80 z Ln 7D 0 60 50 40 30 5 25 35 45 55 65 75 8 TRIBUTARY WIDTH - INCHES NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 4 ANCHORS TYPE 'BH' 120 110 100 90 N 50-5 8 MU SPAN a I 0 5 J 80 z 63 0 70 0 74- 60 84 50 10 " 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT CUP ANCHORS CUP -ANCHORS Q VERTICAL MULLION Z Q F q Z o z oa GLAZING Hw �? Q ? tV PRODUCT O W N LCE"p- L HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE d.02.2 o Q IL❑ p ell 0 dJ N N O K Z J U. Z Ul LL 00 -oi IS JOepQ . 3 Q w0) E F ju U CUP ANCHORS L o E O c p w � a U) —< TYPICAL MULLION ARRANGEMENTS y'n O WIDTH (W) = wt 2 w2 z m CD p Q J ANCHORS 'A' U APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS �� GLAZING PRODUCT ANCHOR ET. #1 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN _I 5 TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS LAPPLICABLE OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES • • • • • 1 • • • • J ``� PRODUCT REVISED _ .—0yi%with the Florida ' ANCHOR LOAD CHARTS Building Code g = EeC D; °2023• V JA • c,T/1. 4 ANCHORS AT MULLION ENDS By Miami ede�r.d#.t • • �16r•a' • • • '',�?�os • e a O IF• '•({7? drawing no. ��� M95-13A hs • sheet 3.1 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ° 3/4' 0 ULTRACON 1/ ANGLE a... 2 X 2 X 1/8" ° ALUM ANGLE 14 S.M.S. 2/ ANGLE �1.1BY CK MULLION c 2X 2x 1/8" ALUM ANGLE 2-5/8" LONG < .d I I I I - I I I " 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL I I 2 X 2 X 1/8- ALUM ANGLE i ,I 14 S.M.S. r_ ---------- 2 1 2/ ANGLE 2" MIN. I 11 NOTCH ANGLES TO I II MISS MARBLE SILL OR TRIM vOi ¢ II II a PRECAST CONC.` _ .8 ° SILL's 1/4' DIA ULTRACON 1/ ANGLE °a a.1/4" 0 ULTRACON 2/ ANGLE ALUM ANGLE 4 14 S.M.S. 2/ ANGLE a > MULLION 1BY OR 2BY MULUON W000 BUCK 2x2X 1/8" ° ALUM ANGLE ° 2-5/8' LONG I I 1 1 U to _Z j O Z a INS I N O I z I I " 1.500 MAX. a 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL U� NBTCH WOOD BUCK w ty .TO ACCOMODATE m CLIP. ANGLE TO MASONRY Z m q Z 2, M4� 2 X 2 X 1/e' ALUM ANGLE F MZj Z N a Q 13 j 14 S.M.S. _ - _ C ` w 3/ ANGLE IL w 1,2%4ANGLE ULTRACON 13t F�m I �. g n o > a0-m o ----�--- -- - a o o 0 MULLION __ Q W 7LL Ip Z m _ o f CQNCREfE OR NASONRY BLOCKS ..1UU_QJ O � I N � U jo L N 2X 2 X 1/8" ALUM ANGLE aj 3-5/8" LONG. 72 I2 E ri O V1 I a O= N O H I N n � S. 3 N M o ooi I O n "p 3 m o2� O < U O M Q 1.500 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS • • • • • • • • • • • • : J\j1•I11+11� Y • •• • • `� •• ••• •• : OEM • 1 � PRODUCT REVISED Z 2 with the Fkrida 703 Ali �nD�me` OJ✓1�.0� i .• • �• 0 • •�A m drawing no. • • • ti�,R1A�;.••' M95-13A Mi Dade Product anlrpT" • • "I' l l m o ll" sheet 4 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION ULTRACON E ------�i ------------� I I I� NOTCH CUPS TO II MISS MARBLE SILL OR TRIM .PRECAST CONC.° � \ g I ° SILL' a 1/4- DIA ULTRACON 1/ ANGLE ILTRACON SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MULUON NOTCH WOOD BUCK -TO ACCOMODATE CLIP,ANGLE TO MASONRY ULTRACON 2/ ANGLE I.a a. ° CONCRETE OR NASONRY BLOCKS PRODUCE REVISFO as cnnplymg with Ow FbMMR F iretioa Date �8�j • j. Ev Minn Dad=Prod _C • • • • •• i�� I11 Ill`••• AT&8k• • �i drawi0no. ��'1' ���\`• sheet 4.1 of 5 'IK • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4' DIA. ULTRACON BY 'O' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIA ULTRACON BY 'EI O' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4' DIA ULTRACON BY LCO' (Fu=177 KSI, Fy=155 KSI) 1' 3: 4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. U Z O Fy. g QW N f L n O'Oo�o OWN ^ IL O H O 'w o o L .+ ACCESS HOLE 0' 0 >it m o 2 OR 4 ANCHORS TYPE 'C' METAL STRUCTURE O a G t�q SEE SHEETS 3& 3.1 OR O 4� K d FOR CAPACITY TUBE MULLION Z n Q W a G _o2 Jo(D< Q wmi k' - ----- - - - - - - - r-- —T N I I ti � — m THIS SCREW CAN BE I14 X 3/4 FH SMS a pl n INSTALLED IN EITHER I 1 PER CUP AT 1X2 & 1X3 MULUON DIRECTION �. 2 PER CUP AT LARGER MULLIONS ,'— 0 h E 0 a v v~i MULLION_ 1/8- THICK ALUM CHANNEL I I 1BY DR 2BY TUBES N m LENGTH TO FR SNUG I N INTO MULLION w 3 I J M -a 3 a 0 ANCHORS DETAIL #1 METAL TO METAL CONNECTION nn--r-rT1-) O o �j • • • • • • • • • • • • • i G _ i • • • • • • • • O •• • UVIII+TLr � •• ••• ••� �.'' 4Nce i. A o PRODUCT REVISED 70592 ae c rnplyirg with the Florida "tee l ' z�l'ts • • = E iieR � � • � F •��t drawing no. • • • ; T°t''`cy. �m95-13A By e®. ` . Miamade ProdualCotrtrgi • • • � ,. /(2 .� .. _ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE IYIIAMt T-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Avow 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 *5-2 W F (7eQ i1 0599 NOTICE OF ACCEPTANCE (NOA)-ww•.rllian}idade.Qof/ecommv • •... CGI Windows and Doors, Inc. • •90••0 10100 NW 25' Street • Miami, FL 33172 • ' '..�„• . • .•••••. COPE: • • • ••• This NOA is being issued under the applicable rules and regulations governing Me tree of coli3txuCtion materials. The documentation submitted has been reviewed and accepted by Miat;i iial County RER - Product Control Section to be used in Miami -Dade County and other areas where aUowed by th®Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod%t�yotitrol 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 ON: Series "Sentinel 130" Aluminum Fixed Window - APPROVAL DOCUMENT: Drawing No. - 2, 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 SILE IMPACT RATING: Large and Small Missile Impact LABEL - ac=iL snan-war-&-ploTuTleIR ITUEF—w-ith 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 I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page l CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •..• .. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's •.� • • 0 • • : . A. DRAWINGS • • • • • • 0• • 1. Manufacturer's die drawings and sections. , • • •. . . • 0 (Submitted under NOA No.10-0510.13) •"' • • • • • • • • • 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed WiIo�vY{L.MS'':'. ••••• (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, withreywgn F, dated �•��:' 04/10/15, prepared by AI-Farooq Corporation, signed and sealedky7aaad A"riad, ....% B. TESTS •�•��• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, 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 -tip 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. Abralmm, P.E. (Submitted under NOA No.10-0510.13) anuelez P.E. Product Control Esa finer 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, compiyi�t with'.T$-5th ....:. Edition (2014), dated July 18, 2014, prepared by AI-Farooq Cofpal! Mon, signed and • sealed by Javad Ahmad, P.E. .... .... . . .... .... ... (Submitted under NOA No.14-0731.05) .. • • • • • • � • "V e. 2. Glazing complies with ASTM E1300-09. ...... .. ...... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources) • • • • • • 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-5' Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 erez Product Control Ex in 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 WindoV.(L.M.I.) •. (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with p Asion G, dak" . 08/29/17, prepared by Al-Farooq Corporation, signed and sealed b"J`avad Alit, .:.... •••• P.E. ••'•.' '..' B. TESTS ••��•• • 1. None. C. CALCULATIONS '....' 1. Anchor verification calculations and structural analysis, complying with FBC 61h 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 "Trosifolg 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 511 Edition (2014), with FBC 61 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.'/ Manuel Pf, e , P.E. Product Control Ef miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FlX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 711E REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 49" TYPICAL ELEVATIONS mw ANCHOR SPACING SHOWN HEREIN APPLICABLE; TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. u u u u n n II II II II ______m____ n u BUCKF II �� II D.L. C 11 � 11 xx g w Trrr____ zo u u II II II II 1. oh II II II II II 11 II II 11 II m 3 o ii 11 l 6' EQUAL LEG FRAME DAYLITE OPENINGS, D.L.O. HEIGHT = BUCK HEIGHT - 3.00' D.L.O. WIDTH = BUCK WIDTH - 3.00' n I-w. WIDTH WINDOW WIDTH_, WINDO, W WIDTH_, YIINDO� WINDOW WWIOTH WINDOW Yfl�TH� � Ir L J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT z — —11 — — z OLJ SMALLMISSILE IMPACT THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED• • • • • as complying with the Florida 1 SHUTTERS ARE NOT REQUIRED. Building Code Now-tto. 17-0918.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE • • Expiration Date 0 • • O�pA�� VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • • i •�� SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. By • • • S� �d���• � Mlam ade ct o I � III t 1�1 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4au • Z m O g 0 di°`o Mod O G�� V o� 00-ao (� 400 oH� 0„"a 8 O a IQi w m a J 0 CID Q zM F d i drawing no. W10-02 6' NA%. 16" MAX. 2 STRAIGHT N K w a FAD/SILL XORNERS SIDES 0 I L � I I u u u u n u n u II II II II i n u u n u u n n u n II II io �rn II II II II w II II Ff (SURF FIN FRAMES TYPICAL ELEVATIONS 16' MAX. SIRNGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FW FRAMES PRODUCT REVISED • • • •� • as complying with Me Flori•A • • Building Code • • • • • • NOA-No. 17-0918.07 Expiration Date 0912g 0z0 Mia adAPrdtluct frog • • y • T. • • • • V.V 0 ro 0_ 0 Z "w Q y 5 0oo`� co �wN M CY°�m m o Q aoo.°+ 0 tart M ZO n l{Q i U) -jsm¢1 Q�af� OWE �.•�� %� of • o t drawing ` no. �" t"��• � sheet�,jof 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ➢ESICdN LOAD CAPl=Y - PEP PLNGE DAMS. BUCK DI1LS. GLASS TYPES 'C'&'CI' GLSS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EW.(+) INT,(-) EXT.(+) 1NM(-) 24• • 36. 23' 29" 35" 41" 47' 53' 59" So" 35' 80,0 80.D 80.0 50.0 SO.O 80.0 80.0 8D.0 36° 80.0 BOA 80.0 80.0 42. 48' ' B 80.0 $0.0 80.0 50.0 80.0 80.0 8 80.0 .0 80, 6_-p BO.0 80.0 60' 61" 800 80.0 80.0 80.0 80.0 80.0 24' 30, 36, 42' 48" 54, 60^ 61, �. 23" 29" 35" 41' 47" 53° 59` 60, 47. 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.270.2 80.0 80.D 61,3 61.3 80.0 80.0 61.3 61.3 80.0 50.0 61.3 612 5O.D 80,0 61.3 61.3 80.0 80.0 24- 30' 36' 42' 48' 54' 60' 61' So• 23^ 29' 35" 41" 47^ 53' 59" 60" 59" 50.0 80.0 80.0 60.0 80.0 80.0 BO.0 80.0 B0.0 80.0 BO.0 80.0 70.2 70.2 80.0 8m 61.3 613 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 45.8 48-5 65.1 65.1 24' 30" 36' 42" 40' 54' so' 61' 72' 23' 29' 35" 41' 47" 53, 59' 60' 71' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 BO.D 70.2 70.1 80.0 80.D 61.3 613 BO.0 80.D 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 45.0 64.0 64.0 24• 30, 36• 42' 48" 54' 56• 23" 29" 35' 41' 47" 53" 55' �" 80.0 80.0 BO.D BO.0 80.0 80.0 80.D 80.0 7" 78.2 80.D 80.0 70.0 70.0 80.0. 80.0 613 61.3 80.0 00.0 54,3 54.3 72.5 723 52.4 52.4 69.8 69.8 24' �30" .w 42 48' 49' 97. 23" 29" 35" 41' 47" 48' 96^ 80A 80.0 80.0 50.0' 80.0 75.6 65.2 80.0 ao.o 60.6 T74.680,0 80A S9.6 BOA 24' 3D' 36, 41' 46' 102' 23' 29^ 35' 41' 45 101" 80.0 80.0 eaa 80.0 74.6 ,0 ED.O 65.7 65.7 80.0 BO.0 59.3 59.3 80.0 $0.0 24' 30' 36" 42' 44' 108" 23' 29" 35• 41" 43' 107' 80.0 80.D 80.0 80-0 80.0 80.0 80.0 80.0 73.8 73.8 50.0 BO.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 BO.0 DESIGN LOAD CAPACITY - PSE FLNGE DAMS. BUCK DIMS. MASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) FW.(+) 1NT.(-) 24" 30" 36' 41' 114' 23' 29, 35, 1. 113, 80.0 80.D BO.0 80.0 Bo.o 80.0 BO.D 80.0 73.0 73.0 80.D 80.0 61.4 61.4 Bo.O 80.0 24' 30' 36' 39' 120° 23' 29' 35' 38' 119, 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 BO.0 50.0 65.9 65.9 B0.0 a0.0 24' 30" 36' 39' 121' 23' 29' 35' 38' 120' 80.0 80.0 80.0 60.0 BD.O 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PS? FLANGE DIMS. BUCK DAMS. GL99 TYPES V&'CS' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 114T.(-) EXT.(+) INT.(-) 19-1/8, 26-1/2" 37" 48' 53-1/8° 61" 25" 18-I/e" 25-1/2" 36" 47' 52-1/8" 60' G5, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 50.0 B0.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.D 80.0 50.0 I 80.0 BO.o 80.0 19-1/e• 26-1/2' 37' 48' 53-1/8' 61' 38-3/e° 18-1/8• 25-1/2' 36' 47' 52-1/8" 60" 37-3/e' 80.0 8D_O B0.0 80.0 80.0 8D.0 80.o BO.0 80.0 8D.0 80.0 80.0 77.7 77.1 B0.0 80.0 77.1 77.1 BO.0 80.0' 77.1 77.1 80.0 80.0 19-1/e" 25-1/2• 48' 53-t/8" 61, 75-1/4' 93-3/4' 50-5/8" 18-1/8, 25-1/2" 36' 47' 52-1/8" 50' 74-1/4' 92-3/4' 49-5/8' 80.0 50.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 612 61.3 80.0 80.0 55.0 58.0 77.4 77.4 58.0 I 5a.o 77.4 77.4 58.0 58.0 77.4 77.4 58.6 58.0 76S 76.5 19-1/8• 26-1/2' 37' 48• 53-1/8' 61' 75-1/4• 63" 18-1/B' 25-1/2' 36, 47' 52-1/8' 60, 74-1/4' b2, 80.0 80.0 80.0 80.0 80.0 SOX 80.0 80.0 80.0 80.0 BOA 80.0 51.3 61.3 80.0 80.0 553 55.3 73.7 73.7 48.0 48.0 64.0 64.0 45.5 46.5 61.9 61.9 19-1/8' 26-1/2" 37" 48' 53-1/8" 61' 76• is- 1/8. 25-1/2" 36' 47' 52-1/6• 60" 75, 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 BOX 78.9 78.9 80.0 50.0 61.3 61.3 80.0 50.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 n OI 0 Z 3 L 0 M W z y a zrl lw01 a u 0 1u n i 0 8,MIT- 9 u WIDTH AND LENGTH DIMENSIONS CAN BE of w It VERTICALLY OR HORI ONTALLY AS SHOWN ABOVE D 0 = O p e1 ON�ir� ���Qiii O N i5' TYP. BUCK DIMS I .RANGE FRAME � N FLANGE DIMS I _ O 1 C m', BUCK DIMS .. 3 e O W OfEQUALF FRAM o= N o H BUCK DIMS 30 N n zrW C Z N � O U pQ d FIN FRAME 1;, U - :z � BUCK DIMS aN� FLANGE ADAPTOR FRAME cSi x W P v P I FLANGE DIMS-i N 3Y w w U NOTE: g S GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION g o n o n DECLARATORY STATEMENT DCA05-DEC-219 All • • • • • • • 1t11r1 11j//// • o c UP PRODUCT REVISM • • • • _ .7pdg2 • •`. b as complying with the Florida BaIldingcode NDA-Ne . 17-0918.07 Ex Iratl n Date 0 29M• ATE OE drOWing ` no. • • �?DwD..t9� • W10-02 Mi-i7lDad. ro ct • • • • •'77 /r. A...XXI • sheet Q of 6 • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS D i -075" Intedayer .075" Irderiayer V Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR .090' Interiayv Saflex Clear And Color Glass OR 090" I terayer Saflex Gear And Color Glass Z m m y m Eastman Chemical Co: BR'Eastman Chemical Co. Q OR .090' Interlayer 090" lnterloyer N �. D p ` p SentryGlas .Kuramy SentryGlas Q W LI` S? By America, Inc' OR OR By 'Kuromy America, Inc.' OR iL IkkV11 .090" Interlayer 090" Interlayer c t s 0 N m Trosifol PVB By 'kummy America, Inc.' Trosifol PVB By 'kuraray America, Inc' , t• 0 y H m (i 3/16" HEAT STREN'D GLASS 3/16' HEAT SiREN'D GLASS OO IL O p m (b� ! II SILICONE a W m °' G GE 11 II DOW CORNING 899 :j 5 DOW CORNING 995 a c' E3 1 I� i GE 1200 j� �j DOW CORNING 899 ;i ;i DOW CORNING 995 'Z 0 -££ ..i 0 (DG '- 12 'd u C pN. M5 AT 1/4 POINTS ON LfIFS X WIDER THAN 36' FA G TYPE ' 7/16' OVERALL LAM. G (L.M.I. & S.M.I.) 3/16' ANN. GLASS .075' Interloyer Saflex CP With PEr Core By 'Eastman Chemical Co.' OR _090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/8' AIR SPACE OR 3/8" AIR .090' Interloyer SentryGlas 3/16" HEAT STREN'D GLASS By 'Kummy America. Inc.' K a H �AT ON LITES ' WW GLASS TYPE 'DTYPE 'D' 7/16' OVERALL LAM. CLASS 3/16' HEAT STREN'D GLASS 075' Intvloyer Saflex CP With PET Cars 'Eastman Chemical Co.' R .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' SISI LICONE G OR 'ACE .090' Interloyer ScntrI z w m 120E DOW CORNING 899 DOW CORNING 995 OR .090" Interloyer 3/16" HEAT STREN'D GLASS Trosifol PVB By 'kummy America. 3/16" HEAT STREWD GLASS STUCONE ° GE 1200 DOW CORNING 899 n II !I Mil DOW CORNING 995 � Ij 1' Ij II it II XL EDGE SPACER I! I! I! ST. STEEL BY 'CARDINAL' E4 '!j i! i! OR DURASEAL BY 'QUANEX' OR pp SUPER SPACER BY 'DUANE(' a KM5 AT 1/4 P NTS ALL SIZES W GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) (s.M.L) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'Dl' MUST BE TEMPERED. z a n Y. 0 x F W yGas kl li II R'Kummy America, Inc.' K Ij ij ij .090" Interlayer n WII II II Trosffo) PVB ii �I ji By 'kummy America, Inc.' M4 I I 3/16' HEAT STREN'D GLASS SILICONE LICONE 0 SI120E 120E DOW CORNING 899 I �! DOW CORNING 899 DOW CORNING 995 it :I III DOW CORNING 995 .I I I OPTIONAL GLAZING DETAII, XL EDGE SPACER GLASS TYPES 'Cl' & 'ill' i! Dill ST_ STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' • • • • • • • • • 111 111•Ir/ A • • OR • • ��•j Ayi as SUPER SPACER BY -QUANEX' • •j� • 1 • ♦` tlER �� i •i ••• •a- a' • �_ M5 A7 1/4 PONTS ALL SAES PRODUCT REVISED � 7�9� • complying with the Florida GLASS TYPE 'DI' Building Code 1' OVERALL INSUL LAM. GLASS NOA-No. 17-0918.07 irati n Data 091O • • • • • OF '. � drowmg ` no. OA By • ..,- W10-02 Mi n4lade roduct t I r • • •� A•AsrryNjlilylrtl�• sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a TYPICAL INSTALLATION DETAILS V �4 a 0 THESE D ICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL ZO e 3 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS n `� F GE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAY FLANGESEE a e o 2BY WOOD BUCK FOR SPACING SHIMS 0 W ry �' tort n TYPICAL ANCSEE HORS IL yp77 (ir 0 ji jl WOOD 5TRUCTUR STRUCTURE C y t. �. M2 1 1 Ij Ii FOR SPACING v M2 TYPICAL ANCHORS SEE ELEV. r 0 NJ I' SZ O i w O FOR SPACING > it C Qa0o + El --_ - C �y¢ I O n Z., �Zy: OF S2 MIN w i l_ W Om1E F- ro TYPICAL AITCHORS �j Ij M2 SEE ELEV. 1BY FOR SPACING it II N WOOD BUCK V J U I 1/4' � - N SHIMS 3 O " ri EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LEG o° B 1 2BY WOOD BUCK 01, A WOOD STRUCTURE . v (' 1 M2 METAL STRUCTURE 0 X [V o I M2 II �I Ij Ij M3 S2 z I _ w - � TYPICAL ANCHORS SEE ELEV. FOR SPACING .- d VU f` iD 00 N 10 3 a y � _ _ _ _- - E2 I Mar Q M3 ! S2 TYPICAL ANCHORS o . SEE ELEV. FOR SPACNG t� ' P r .TYPICAL ANORS .. CH SEE ELEV.^ TYPICAL ANCHORS x s C r- ISY' FOR SPACING !DOD BUCK II jj SEE ELEV. SPACING FOR SPAC o u12 - S $ FT a 1'- PRODUCT REVISED 6 aS complying with the Florida Building Code m A NDA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING By 1 4" DIA, KWIK N II B1' ' HI TI' 17 =163 KSI, Fy=157 KSI) Miami-0a Pro uctd Con • • • • • • • • • • B 6 3 S o 0 o W o N C ' (Fu=m KSI, y= ¢j4 SM OR F DRI I N REW (GRADE 2 CRS) • • • • • \1+I11 TU gyp • • • • ��i Pp plpp INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 MIAMI-DADE COUNTY APPROVED MULLIONS • • • • • ` •- �� INTO CONCRETE AND MASONRY = 2-1/2" MIN. }� "• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O • • • ti INTO WOOD STRUCTURE = 1" MIN. •0„""� o I TNT METAL STRUCTURES (HEAD/SILL/JAMBS) t��L'�3�• • w�• THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4" MIN. 7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/6" THK. MIN. (6063-TS MIN.) WOOD AT HEAD, SILL OR JAMBS SC = 0.55 MIN. 1- INTO BLOCKS J CONCRETE AT HEAD, SILL OR JAMBS t'c = 3D00 PSI MIN.: STEEL- 1 THK. MIN. = 36 KS] MIN.) 9 '� C-90 HOLLOW/FILLED BLOCK AT JAMBS V'UM TO BE PLATED OR PAINTED) 2000 PSIs"""• • • • i • ••�� DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN TACT WITH ALUMINUM = t�,1 • • • • [Jk CONTACT dmwing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • • • • PP••� • yid-�2 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • • • • • �� sheet 4 of 6 • • it it • ••• • • • • ••• • • • • • • • • • • • • 000 0 0 0 ••• • 0 TYPICAL INSTALLATION DETAILS U� {� r THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �G Z o m a h � INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATLON DETAILS INTO METAL 0 n n BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS f Z a IL Y n O FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 N LL ' TYPICAL ANCHORS SEE ELEV. 1/4" MAX O 2BY WOOD BUCK FOR SPACINGOR SHIMS w h > F3 B3 i i Mz WOOD STRUCTURE TYPICAL ECHOERS METAL STRUCTUREO 0 m a R q 8 vW it I FOR SPACING < TYPICAL ANCHORS SEE ELEV. 0 0 H C 0 52 s x 1 < y FOR SPACING a:z 0 p a Q � n Z0 CD w Q�I olf Li E2 E6 � S2 _-_ MIN., pn7 ^ .. TYPICAL ANCHORS it it M2 A � SEE ELEV. d fl II y d C n ' 1BY FOR SPACING I I Ij Ij - n WOOD BUCK < .a E6 E7 p o ^ n 3 v 2 3/B' MIN. 1/4` MAX � BUCK HEIGHT 1/4` MA%. GAP IIZ IZ O w O � -0 y 0 I I ' W000 STRUCTURE 7/2" MIN. 1/2" MIN. c N o n �1/�L`_�i NOT BY CGI C2 2 3/B" MIN. p "' -O 3 FIN FRAME Mz BAGKBEo = zLf^ 3 0 CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 I y U R" SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES_-_-_"_-'__-__'_ WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 235'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS oi�I PERMITTED. NOTsBY CGI 13 17 EXTERIOR WIDTH B� JUCK BUCKWIDTH F ____ MWM9-fMDE __ COUNTY I I MIANII-DADS COUNTY APPROVED •' r APPROVED MULLION I MULLION h MILLION ANCHORS 1 p pry o o I 1 k MULLION I 11 ANCHORS I SEE SEPARATE NOA o- 0 3 S I I I I I SEE SEPARATE NOApp j c' 1� ��i \\\\711 l� I� d o u o I � '�•� `� I I _____ ______J • • • • Y• �GF�gF j,O i I Eii PRODUCT RE40SED • • _ • '• 4 g I 1 I I I I I as complying N•q h the�Dida • • • • • ' _ Building Go e = : T!7 = _ a TYPICAL ANCHORS NOA-No. 17-0918.07 ` FOR SPACING Expiration Date 09/22/2020 ®', OF ORt drawing nW10-0o. J14 X 1' SMS, -11 aje gpduc ptr I ' � • • • /// 111111 � • • • ! sheet $ of B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F -2505 8 I O68 1.995 .812 995 D65 TYP. 1.335 E1 FLANGE FRAME �^--2.505 r O68 F 12 1.495 995 A6 TYP.5 1335�1 OFLUSH FRAME/FIN FRAME .675 .995 TY5 .975 -1.184� O GLAZING BEAD (LAM. GLASS) .995 lP 1.D O .125 1.184--i .5�D0-f----i� M4 Ea GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL 1.130- r.065 I,450 180 1.550 1.680 .550 .05D .oso 1.395 ONAIL FIN ADAPTER E6 FLANGE ADAPTOR j^ 1.395^{ 1.114 I� 18D 291 050 _065 .050 1.OB1 M3 FLUSH FRAME COVER O SCREW COVER LTEMM#QUANTrfYUANTffy DESCRIl LION MATERIAL KANF./SUPPLM/uMUM El / WDW. FLANGE FRAME 6063-T6E24/ WOW. FLUSH FRAME/FTN FRAME 6063-T6 - E34/ WDW. GLAZING BEAD (LAM. GLASS) 6063-TB - E4/ WDW. GLAZING BEAD (WA. INSUL GLASS) 6063-T6 - E5 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M7 GGI-382Y AS REDD. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A M2 CGI-124 AS REOD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS READ. FLUSH FRAME COVER pVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/87 BD63-T5 - UTE SETTING BLOCKS EPDM DUROMETER 55t5 SHORE A S2 #10 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - WELDED JOINT AT ENDS CIRCULAR WINDOWS T 41 RECT. OR SQUARE WINDOWS TYP. CORNER DETAILDETs •• ••• • • • •• • • ti PRODUCT TWO' • � • 1• s complying w' he FIR� • Building Code - NOA-No. 17-0918.07 .9 F�plmtion Date 09177 2020 �c • By f • • • '� Mlarti ade ro r 1• • � • • • • E� � �� drowmgv no. W10-02 "�AA� • sheet $ of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . . .... ...... . . ...... COPE:...... .. .. This NOA is being issued under the applicable rules and regulations governing the use of cofI Mt'lon materials. The • • documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product%ontroL S21`%n to • • be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)0 •" ""' .. ..:..' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County J rpftct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese"e the, right to Jiave this * • product or material tested for quality assurance purposes. If this product or material fails to perfdrm in.the accepted...;. manner, the manufacturer will incur the expense of such testing and the AHJ may imme4iate y. evoke, %odify, or. suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this * • 0 •: acceptance, if it is determined by Miami -Dade County Product Control Section that this product or matefitt 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, : Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo APPROVAL DOCUMENT: Drawing No. WIO-31 Rev 0, titled eries "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Anren1,I, flip -Miami —Dade County Product Control Section. IMPACT RATING: Large and Small Missile Impact Resistant 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed''/2" at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 900 & 1350 exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �-6 NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS ••.• 1. Manufacturer's die drawings and sections. • 2. Drawing No. WIO-31 Rev L, titled Series "Sentinel 150 Alum Slidingluvss:Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and$aat reviscd•(n 01 /11 /16, signed and sealed by Javad Ahmad, P. E. 000000 B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • •" ' • •' 2) Uniform Static Air Pressure Test, Loading per F C., YAS 202 * % 3) Water Resistance Test, per FBC, TAS 202-94 : • : .. 4) Small Missile Impact Test per FBC, TAS 201-91 5) Cyclic Wind Pressure Loading per FBC, TAS 203• -94 • . • • • •. 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) .... 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' 2) Uniform Static Air Pressure Test, Loading per FBf3 47:4S 202.94 • • • • : • 3) Water Resistance Test, per FBC, TAS 202-94 000006 ' ,...., 4) Large Missile Impact Test per FBC, TAS 201-94. 0 ...... . • . . ' . ........ 5) Cyclic Wind Pressure Loading per FBC, TAS 20- p� .. .... ..:.. • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • * '..' : 000000 along with marked —up drawings and installation diagram of Alum SGD, prVtrttby Hurricane test •, Laboratory, LLC, Test Report No. HTL4080-1208490, dated July 30, 2Q10, signed end waled •; • 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 511 Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. 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 Se 22� 2020. • • • • • • • • • • • • • • • • p g on p• ...:.. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Luxigray Arnerica, Inc,*****: as well as Duraseal® and Super Spacer® Standard warm -edge flexibfL-irulating giaas • • • • • spacers, dated December 16, 2014, issued by RER, Product Control SectiW, t:gnedM7hume •....• Gascon, P.E. •• •• •• •••••• 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Cllanda,:P.E... •..•; • 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24.2014 9igi� by . Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed b� Jatme lleft%on, • • P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal ATM 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 (61h edition) and No Financial interest, prepared by Al- Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. — THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. �v m zA O 9 `y M � W N IL �" V 0 Gym v o Ld Q' O '— m o 0acc°+ t c' z LL Z NLL •o J (D Q W 0 rC F v p U � I g C — n N O C p w 0_ N C O=N o H N � O n � Z J 3 O n O i-ROnuc rxEvr" ( :2 14 �Wri.a - er. t wry wwras ew. A..eptaa.e No i—(Z/ • 2_v Epp -we Oat. 2.) G 3i 6�Co•Mot u ° � o • • • ��LA'��M""INATED GLASS AND • :AII:ATZt•IItUS,AT.At GLASS s g • °L.A 9f/SMALL*MISSPLE IMPACT 0 1 • • • • •• t • 1'A •!� •; • .•� • • • • • • • - �. (J sT�o• (yam drawing no. • • • • • AtOft. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 13/16" MIN. II � mw a0 10 U 3 TRACK JAMB ANCHORS 6" 3" (8) ANCHORS CLUSTER SHOWN 4 I n m 14" 3 TRACK Z N? MAX. HEAD ANCHORS O Z n V 282 13/16" MAX. F w I DOOR FRAME WIDTH Q y e :2 HEAD ANCHORS 14" MAX. O; OJ O ` n o ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL O W N 48 1/8" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 d w NOM. PANEL WIDTH AT 3 O.C. 6" MAX. SEE CHART ON SHEET 15 HEAD SLLIO y ro FALSE MUNTIN CORNERS N 0 I` OPTIONAL A C E FOR CAPACITY V poi m w0I y y 0 Io 1 Y. K2J N REINFORCING 1 Q w w AT INTERLOCKS i ZOi OPTIONAL J p IV Q J it SEE SHEET 13 Q w m f it H H %i FOR CAPACITY 2 1 /8-,I I pf_ J,,,LL2 POINTo �n 6 ==========SINGLE LOCK D.L. OPG.SEE SHEET 24 ooFOR DESCRIPTIONz o II // II // // // // N Q-77Ia 1 00 cYi z a a a a o V O C 4 _i _II _=_!r_ -r� z B D F a 30-o o� w U p : w POCKET JAMB 48 1/8" t --- FIr SILL TYPE B2 ANCHORS (SE12 E SHEET 6, 8, 11 k 2, 3 OR 4 PAIRS 48 1/B" PANEL WIDTH &DETAIL M ON POCKET AT STILE ENDS INTO "ONC. PANEL WIDTH SHEET 23 JAMB ANCHORS (6) ANCHORS AT 3' O.C. ) (SEE SHEET 23 FOR w W � CLUSTER SHOWN SEE CHART ON SHEET 15 TYP. INSTALLATION) FOR CAPACITY CO oRODUC F REVWOM _ .0•VII with t!e Rloeilr N z 6" 14" 3" 3 TRACK •` v w o o n MAX.IYP. SILL ANCHORSX-L^6 CoAa Axcpnece No 17-12( •ZU Ecpvatlr Ome C � o n B D F I[ •• ••• • • o� o •' 81 8" 8" 4-" 8" 8' 8' 8" 8" 8" • 8. • • • • • • •a •• •• • • • wunR„� (1) WEEP CLUSTER (2) PER CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) PER CLUSTER (1) WEEP CLUSTER �`� / / of TYPICAL ELEVATION �`?�`J�T•sE L o r TESTED UNIT � � �• • • • i • ♦ } Y} _ iAf� a 3 a . • 0•�. Z01d i D.L. OPENING • • • • • • • I. ) $7A� O.L.0 HEIGHT = DOOR FRAME HEIGHT - g 11/16" • • •• • �drawing� no. i�•'?'tORI • WW1 0_31 PANELWIDTH6 S��fVAI J PANEL HIEIGHT =N DOOR RAME H HEIGHT 1 3/16" 1T11Ill", Lsh-t 2 of28 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1 13/16" F 2 TRA( JAMB , 6' 3" / - (8) ANCHORS `CLUSTER SHOWN nP. I: I 2 TRACK HEAD ANCHORS -- n MAX. 190 9/16' MAX. DOOR FRAME WIDTH FALSE MUNTIN OPTIONAL 14' MAX. ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 SEE SHEETS 17. 19 & 21 AT 3' O.C. SEE CHART ON SHEET 15 )R FIX. PANEL Al C1 FOR CAPACITY ATTACHMENT --� - --� REINFORCING AT INTERLOCKS T 7i OPTIONAL G 1 H J 1 SEE SHEET 13 FOR CAPACITY OM - II II 2 POINT 42 1/8" 42 1/8' 'o 6 __ II ,III -----T=-- SINGLE LOCK SEE D.L. OPG. D.L. OPG. SHEET 24 FOR DESCRIPTION � II 4 w II p d I� �• �I �• �• �• o II II II II II II II w �zo B1 D1 SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT 1Tn F FNnS 48 1/8" - ___.. PANEL WIDTH AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY iJ6'. . 14' 3' MAX. TYP. (6) ANCHORS CLUSTER SHOWN B1 D1 L4 (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14. 15, 17 & 18 FOR WEEP SIZE. 6" MAX. HEAD/SILL CORNERS J L___ O FIT POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS V.V U I 0 Z F m J Z m h Q Q V Qf ZN ti. d 0 <� o 'o`m U OWN CL O F O zi, , O» pave° o NHg O n Q Wm1 y � wU)_ 0 Joma W�W Q W m f F � C n 0 n D V) 0 N O 3 N M e O cz� 30 _o o� ftooUCf Aa ca. Aoey�hece �ti,Ar o � r ro0uelZfJ jj� D.L- OPENING c ••D.Lq INGOT i DOOR FRAME HEIGHT" 9 11/16" 0 o • D.L.O. %DI}I -0NO*I. OWNEP WATH•- 6" - o o = o • • PANE:EI%M Dg0 �FRti JEI% -1 3/16" d0 • • 006 • • ! • • �1 •111)11T1j, o H ' d MAR 0 5 2018 • • • • • • • �� • i�,•tr/!�o• drawing no. • • . • . ,. T t�RAP.._aCS��, W ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48 1/8" NOM. PANEL WIDTH I ANCHORS IN PAIRS AT HEAD/SILL/JAMBS -�r=--TI- M li H H 0 u x m yyI.L. OP01it --- ---- --- ----r_I�___ ^ ^ f a a O _T___7r__ II II II II II II _Ilr___�L w OZU a= B D F / I / SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 3" (8) ANCHOR 6" CLUSTER S USTER SHOWN �d ,- (8) ANCHORS CLUSTER SHOWN •/�� .. . TYP. . . .. � .... (SEE SHEET 22) .. n I' m 14" EXTERIOR EXTERIOR / 3 TRACK 0 h a v\i � MAX. HEAD ANCHORS `y �p Z n 149 5/16" 146 9/16" 97 3/4' f W 2 ry a FALSE MUNTIN OPTIONAL I I I I I a I ZO U 00 U \ O I 0 ml 'I % O � I Z � I y < 0, I m I Kp Iaw I I ~O- I zEl I I Um a0 ANCHORS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILI AT STILE ENDS SEE SHEET AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY C 2 POINT DOUBLE LOCP S SEE SHEET 2 FOR DESCRIPTION 42 1/8' D.L. OPG. O J / a Z U x HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD 1 FOR CAPACITY SILL CORNERS 2 POINT 42 1/8" DOUBLE LOCKS D.L. OPG. SEE SHEET 24 FOR DESCRIPTION � Q U s SILL TYPE B2 ANCHORS / 48 1/8" 48 1/8 4B 1 8' 48 1/8' I I 2, 3 OR 4 PAIRS J/ PANEL WIDTH / PANEL WIDTH AT STILE ENDS PANEL WIDTH PANEL WIDTH a ? n m O: OR U d N O h LL O8 i 13/i6' ci Ovid O'z°¢m °o MIN. paoo.+ Q WNy- O O Q j Q W 01� H o U a C � ^ 0 Z 0 0 ri Z 0 ILL, in U N 0 H N O O c 3 C Z 3 < x C, OQ -. ti :2 AT AT 3' O.C. 3 TRACK SEE CHART ON SHEET 15 JAMB ANCHORS FOR CAPACITY i �6' 14" (4) ANCHORS EXTERIOR (6) ANCHORS EXTERIOR 3 TRACK MAX. TYP. CLUSTER SHOWN JJ/ CLUSTER SHOWN SILL ANCHOR'_ n (SEE SHEET 22) (TESTED UNIT) TYPICAL ELEVATION • • • • • • • • • z 0110"flEVUR • • • • • • r Arceptaoce No (�-�zix•k E.yirou.. Dote 9/'t7rT MAR 5 �nIR .��J .. �`` S Uta K •1/'" • • ;�� �e`.1 GENBp - • 114170582 n P� 1•cr Coa•j • • • • • • • • • • • i • Z*: {/; t 'j i t • • • • • • • • �;., `ATE OF ��� drawing no. 31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 Ic DOOR FRAM s H L M G H 0 a XXX (SHOWN) OXX xxo XXX (REVERSE) XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH 1111,11ill OL LNE XXXXXX (SHOWN) XXXXXO (SHOWN) OXXXXO U EXTERIOR U NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 © O EXTERIOR O J1 O 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED U U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o m z ARE PRESENT. FOR DOORS USING 90' & 135• CORNER STILES 3 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF H W Q f t r a Q d 'Oo�o a o U d C F 0t 0 p iS,H a o paco.°i Q W?LL y �Zm_o J V' mQ J Q W a,Li d O 3 S c WIDTH O I1 z _ p W � N � � � N C O S PANEL WIDTH a I- N ^_ � 3NMn o " VN.N-REINF. 0 Wtonucr¢�v�e• EXTERIOR 99 CORNER DETAIL '0' ON SHEET 22 INTERLOCKS k ldi.g C.J. O 13F CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 Accc taece No 77 727,p•� OPTIONAL IN LIEU OF J �� �fe q i"12- N FRAME WIDTH 6 t1�..ti o PANEL WIDTH I Mtat' PRaL rdacTCwlW - .�,3 n LvA APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS O EXTERIOR O O O '0' • • • •� • • V.0 • • • •`. • • • • • o 90' CORNER DETAIL ON SHEET 22 135' CORNER DETAIL ' ON SHEET 22 NON-REINFINTERLOCKS SEE CHART ON SHEET 13 `\1111111A �` JF,Q `� P.. OPTIONAL IN LIEU OF J �� : uC�J}fl�'••, NOTE: • • • • • Ai�R•o 5 mj� '0 � 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • • • • • • • • • ,• / / (V / 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRES9l1Rea 9[E •HEFT 13. • • • • � ®'•. '>;rjATeoP �� ��`�'Fi'*goRlo�.••'G\`�� r drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • •• • ••• W10_31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —DOOR FRAME WIDTH_ I s 1 H J H I� - > H H 6- � I oM K I PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH I H I s H J H 1 H o M N DOOR FRAME W. DOOR FRAME WIDTH ANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 I Y_ = I H L I I� I� I0 jd10 I O I M PXXX(SHOWN) XXXP DOOR FRAME WIDTH OH E RIOR O NON-REINF. INTERLOCKS I I H J H I I I I YI lY o- o- O 1 0 0 o la 1 M I a= I •� -0 o- M al 1a 1 I I III L PXXXXXXP (SHOWN) J O EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 r I 1 I� IY 10 la i L_l O O O O EXTERIOR POCKET CAVITY NOT BY CGI 90' CORNER DETAIL 'O' ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEEP 22 OPTIONAL IN LIEU OF J _ DOOR FRAME WIDTH u r-- t5 IY 10 1a L PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Do AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. -REINF. INTERLOCKS CHART ON SHEET 13 O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �U WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Fin.., m 0pMi•n1 aO ZM o p aca N dJ W j LL N {L w 0 _ O m¢.J I 1 Q W flml E F • • O O EXTERIOR O 90• CORNER DETAIL '0' ON SHEET 22 • • 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J u U VIDTH O lRODUCEREVWp O 11m pl*g with t k Fiwi* C ede Aocepbece No I%��Z/__b��'•� T'•�pt+et{ee OY1e,�ytJ prplw,y ~ • �Rru • • • • ,�1III III/1,, NOTE: ••• ••: •••it •* •• •` Pb� i 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • NOR N 5 2; p '• 1 cr 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSUR:S 4E:HE=T 13. • • • • � S! STryfF DF � [(V 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • -ass /`Y¢tyD�.••:�•,\�� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. _ _ , �4V ��RfAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ar0wmg no. W10-31 7 4 h C I DOOR, FRAME WTI, MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 i K1 � H � z o G1 o Kt HO EXTERIOR ct XO (SHOWN) OX DOOR Kt . H K 0 L7 s XX OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH OXXO XXXX (SIMILAR) #8 X 3/4- SMS AT 24' O.C. MAX. FRAME WIDTH t 1 EXTERIO Gt 90 CORNER DETAIL '0' ON SHEET 22 139 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'W ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �U /!1 WHERE STILE CONFIGURATIONS SHOWN ON SHEET ARE PRESENT. -- m FOR DOORS USING 90' & 135' CORNER STILES 0 h m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF N Q IL Z N IL O m 0 a N V � yj ei c'O>m o paca°i CFFO 0 W K P Q: 020 Q W LL N - O Z o JZM¢� Q W m f f VRODUC f REYIBED u _p"g. ilh 16e F1.1G4 ta".g Cade A—pIA."Nti 17"!Z/A•Z0 F.>,pira4w Mle t •• ••• •• • • • •• #At II11 [ p �- APPROVED CONFIGURATIONS -n� O 5 2O1B ' NOTE: • • • • • • / NON —POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • • • • �1X' -• ; i7 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • } f11 SEE SHEET 13 FOR DP AND REINFORCING OPTIONS • • • • • • ;• • f 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRE UF>S :EE•SHIE7 13.• • • • �. YSrATE OF TWO 2 TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �.YORIDP.•'G\��� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m p C I o 0 n p w 15 15 of N V cn C O HN o n cd 0 �i 3o_n era 9 no. W10-31 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH I � I r-- i I I I ¢ Id IU 0 I a O i M 2 I , L L__ O EXTERIOR K7 PX (SHOWN) XP -- DOORb FRAME W.1 L �I I Q - H K I� U ly � U O I o o M PXX (SHOWN) XXP DOOR FRAME WIDTH I I a a I I L O EXTERIOR J1 0 --J 9a' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH I I H H I r I I I I J I I IYm U fs YI IY IU O � UI IU al Ia O M M 0 I I L-- I I L--- PXXXXP ---J DOOR FRAME WIDTH PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH I!!�� NON-REINF. INTERLOCKS 'Y SEE CHART ON SHEET 13 Z �m 0 w Yr��F ~ i IU - Q a Q N O O ` A a owl a� L_- O EXTERIOR O L1 Q y m LL rJc'Wm THIS APPROVAL QUALIFIES DOORS WITH APPROVED a o o~p CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS Vi N p WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q w LL W ARE PRESENT. IL i n FOR DOORS USING 90' & 135' CORNER STILES J r, 0 < � LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q W m NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH 1 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 I Y • • •• IU is41h, J •• • L O O EXTERIOR Oj O • •K1 • • • 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 °RODUcf REYMM fs. H eod •'1f8 iie Rim Acceptance N. )7_/7 ij E.picsTfo. Dnfe-rram++-ram• °4 PmdAWC..W • • }OCRETS•ARE NOT PART OF THIS APPROVAL : :1fb= 0 BL• REVIEWED BY AHJ. • • • • • .�\\II IIIII•. OPTIONAL IN UEU OF J • • • • • - . • • •00 • 24 APPROVED CONFIGURATIONS • . • • . • • • POCKETED DOORS (NON -REINFORCED SHOWN) • • • • . 000 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U c N O n O w O w K LL O V) c 0 NM I O 3 o o�� CD p a U w-m W Mimi milli drawing no. W10-31 0 0 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH iL111L XXXXXXXX (SHOWN) OXXXXXXO L—NM. PANEL WIDTH NON-REINF. INTERLOCKS L= J� APPROVED CONFIGURATIONS: NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS J U EXTERIOR U U U THIS APPROVAL QUALIFIES DOORS WITH APPROVED U 3 U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS mA! n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 I� m • ARE PRESENT. � FOR DOORS USING 90' & 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q E 2 n a i O O m a o U OWN Q' w OGy- 0 oa;4 a��m o OCL0<A O Al W � N • Z OJ a N W ] a N Z v _ o _ n J � e < j Q w m i F O oO w f: N c � O S N O in M NON-REINF. INTERLOCKS ,SEE CHART ON EET 13 w O -0 3 3o n off.. g U�5� t,GG 135• CORNER DETAIL 'P' ON SHEET 22 PRODUC C REVW" I R. OPTIONAL IN LIEU OF Jt u u piyiag with the RVAIM v . o b..di.g Coda Accaptaara No 17-l2/X •!ti E�pir�l{aa Data ��'] •� -�i•, n • • • • • • i • • v o 0 `\\\-1ry11111I1t/y'' o �.AH MAR p 5 o I ... . . . NOTE: tia 7D59z a S • • • • • • • • • _ ) _. = I W n s 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • 1•r 'i-7 U o ° 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRL5Slfi2E� SE'E SHEET •� • • • • • iy-*TE OF : •��� drawl 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • ••.,ORIDP,•' G� W 10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.--'-�ssi �..A...0 sheet 9 of 28 • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH I x a 0 0 0 XXXXXXXX (SHOWN) II OXXXXXXO G2 FRAME WIDTH ON— I 11,10LIO 'Lei XXXXXXXO (SHOWN) OXXXXXXO L c_ APPROVED CONFIGURATION NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NOM. m O NON—REINF. SEE CHART 0 ON. SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED FLU CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS /!• 1� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F,� r 0 ,5 W e1 RKm o 0 IL 13 O w m c Q W LL N w m o zma M Q\ /J \ W 0 f H EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O © O�No •RODUC E REVt6lJI 1 wiH 1•e Fisri•c Weidi 03 M n noccptTi.8 Cdq Aoccptmcr No 17-IZIk'26 Ed € 3 C Z� EApirmm Wte 4/2�71�7� N - J A�iJr Can" 0 m U U EXTERIOR U U 90' CORNER DETAIL '0' ON SHEET 22 136 CORNER DETAIL 'P' ON SHEET 22 • • • • • • • • • • • • OPTIONAL IN LIEU OF J • • • • • • i • • • •• • • • • ••• • •• ••• •• • • • •• MAR 0 5 2018 . .., • NOTE: • • • • • • • e • y 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • . • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEEOSHAET 13. • • • • • • s • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • •• •• • . • •• •• ••• • • • ••• • • �111111 I111� � .� r= rlN : (rz %SITATE OF drawing n0. DOOR FRAME WIDTH I i H 4 O O f: I O I M H � I I PXXXX (SHOWN) XXXXP NOMl PANEL WIDTH DOOR FRAME WIDTH r-- I 1 s I ¢ IOm O la � I p I M o I I J H M EXTERIOR NOM. PANEL WIDTH O O O PXXXXXXXXP (SHOWN) M H H NON-REI N F. INTERLOCKS SEE CHART ON SHEET 13 O O FRAME WIDTH NON-REI N F. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED U U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V o ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES m m Z „� m 0 3 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF r1 �' Q W2 2 Z a w�w IY O 0 a o U 'qIn N IL 0 t "n G 41 e1 O Mp mq o pao<oo °I O ir Y) inn m Ir O N Q W m LL b Z in_ O �Q J � 1mYY Q Wmg m F �II Or al S — n n U 0 00 n a 0 OJ of vN N o in u� N -- 0 M 3 O n U n O U U V EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 U OPTIONAL IN UEU OF J �RODLcITREVy68D . c _0yi.%wilt On Flride- :npcode _ 12 N • 20 Aacpleece No ( � llml •• ••• • • • • . �✓wee . •. . • • . ••• • ... .. VAR b 5 APPROVED CONFIGURATIONS ' I � POCKETED DOORS (NON -REINFORCED SHOWN) NOTE: • • • • • • • • • • • • • • • • - ' !'101� 2 v s Y SEE SHEET 13 FOR Dip AND REINFORCING OPTIONS • • • • • • • • • - L3 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY• • • • •. • • • • • a �� ;+i� ` [y; drawing no. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN QRLSSUPES•SEE SHEE? 1-0• • • :1 TATE OF �� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • • '�'��'•-oR1oP.•-'G�� W 1 0-31 POCKETS ARE NOT PART OF THIS APPROVALs$� -- l AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��i�AL��` sheet 1 i of 2� • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH IrLl I I� U 10� 0 la I o I M I 11 WIN PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP DOOR FRAME THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �u !1� �Y FOR DOORS USING 90' & 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0'. O c N O a W INY O C 0 tR Ci o of M ao>_m o 0 IL b °a d'¢z0n FRAME WIDTH a w O LL NON-REINF. INTERLOCKS L` 302 n SEE CHART ON SHEET 13 I J O In Q Wes€ a J O EXTERIOR POCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 NOT PART OF THIS NOA 135* OPTIONAL CORNER RLEU DETAIL J ON SHEET 22 PXXXXXXXO (SHOWN) r-- I I I I ly NOM. PAN U la I I I L-- ® O INTERLOCKS ON SHEET 13 •RODVCrREVMW "—plyin with the Fb k !.Ming e m A—pt.— Nu�'?fl E�pirotiw Date ?q U U U '�- U EXTERIOR U U 99 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22• • • • • • • • • • OPTIONAL IN LIEU OF J • • • • • • • • •• • • • • • • • • • • • • APPROVED CONFIGURATIONS ; POCKETED DOORS (NON -REINFORCED SHOWN) NOTE: • • • • • • 'j. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • • • • _ i 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • =q FOUR _(4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE: SF:ET•l 30 •� • % POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 0 0 00 0 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLJCABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • www ail r Li 1� drawing no. W10-31 DESIGN LOAD CAPACITY - PSF (GLASS) NOW. PANEL MOTH IHCHES DOOR FRAME HE09 NUMBER OF PANELS GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'BIB INTERLOCKS W/O REINF. INTERLOCKS WITH REINF. ER,(+) INT.(-) EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 82 10 60.0 60.0 80.0 80.0 10 60.0 60.0 B0.0 80.0 10 60.0 60.0 80.0 80.0 42-1 8 48-1/8 54-1/8 10 60.0 1 60.0 11 80.0 80.0 10 60.0 60.0 1 80.0 50.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1 /e 42-1/B 48-1/8 54-1/8 B4 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 BO.O 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 1 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 BO.0 9 60.0 60.0 24-1/8 30-1/8 36-i/8 42-1/8 48-1/8 96 10 60.0 60.0 10 60.0 60.0 10 60.0 60.0 M-. 10 60.0 60.0 9 60.0 600 GLASS TYPES 'A'. 'B', 'Al', 'BI' INTERLOCKS WITH REINF. EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - - 60-0 60.0 10 - - 60.0 60.0 10 - - - 60.0 60.0 60.0 60.0 10 10 - - 60.0 60.0 9 - 54.4 54A 24-1/8 30-1/8 36-1/B 42-1/8 48-1/8 53-1/8 108r�OE 10 - - 60.0 60.0 10 - - 60.0 60.0 - - 60.0 60.0 60.0 60.0 - - 60.0 60.0 9 - - 54.4 54.4 24-1/B 30-1/8 36-1/8 42-1/8 48-1/8 114 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 - - O. 60.0 10 - - 60.0 60.0 10 10 - - 60.0 60.0 - - 60.0 60.0 9 - - 60.0 60.0 L--J INTERLOCKS INTERLOCKS W/0 REINF. WITH REINF. GLASS CAPACITY CHARTS NOM. PANEL WIDTH _ NOM. PANEL WIDTH _ P NOM. PANEL WIDTH ro- NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. EB E8.1 - 6 'r1 n n N SILL RISER ITEMS EB OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. ' RODUC F REvam A 2 CApdrriee Wre e. M/w0fi,N n.Ib Ca11'N NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • WED �N j STM E13Q0 0 9 (3 SEC. GUSTS) • AND•FL&RI j 16DI '• VIVSZION • DEC@ARAT-CitY &TAKIVIENT• D 05-DEC-219 • • • • • • • 060 • • • • • • • • • \11111 /1/ • • • • • • • • • • `�\ r77i� o II J �` )�' uGENyF'••, � � • ••• • • 0592 _ � • • • • • • OF • • • NE drawing no. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" ANN. GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas 3/8" AIR SPACE By Kuraroy America, Inc.' OR 090" Interloyer 3/16" TEMP. GLASS Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE 0. GE SCS 1200 Z m DOW CORNING 899 DOW CORNING 995 z M1 \ � n I jl r> a I II SETTING BLOCKS a. O AT 1/4 POINTS ON LITES O a 1 WIDER THAN 36" a W EPDM W [� DUROMETER 8535 [� W W GLASS TYPE 'A' 1-1/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraroy America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS F SILICONE GE SCS 1200 m rDOW CORNING 899 / DOW CORNING 995 n GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85t5 3/8" AIR SPACE 3/16" TEMP. G1A55 GLAZING OPTIONS 3/16" ANN. GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090 Interloyer SentryGlas By 'Kuraroy America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 Al - XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ii II j DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM rv—�n DUROMETER 8535 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas OBy R Kuraray America, Inc.' .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 M1 - XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR II II - DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM nr-1n DUROMETER 8535 GLASS TYPE 'B1' 1" OVERALL INSUL LAM. GLASS p C OLi O w Of N -0N C O S N o � f� rq m n N 0 7 n z -a zF C Z � •-• 3 p— R 11111 •RODDCf REVS E�pirz 0o u aooWYie6 Y the Fk•� r t,aldias e.de AocP1--No k7-(2— °' W ti.e 4r q r M. a ,o0ucr Coats " y co_ o •• ••• • • • • • •• • • • • • • • • • v, •• ••• •• • • • •11 L111r1rrA o :- A MAR 0 5 p ','��P°E n • • • • • • �� f �;fp 0592 _Vd -^ B • • • • • • • • • 4/, drowin no. ••• ••• ••• ••• "Ii AT�0, .(vim 9 ....... Rtoe.:�`� W 10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEEP 1 AT MTG. STILE IN CLUSTERS & INTERLOCK ENDS & INTERLOCK ENDS AT MTG. STILE AT MTG. STILE 3 KSI 1BY WOOD BUCKS & INTERLOCK ENDS EDGE IST.° SEE -C1iART SEE CHART SEE NOTE SHEET 1 & INTERLOCK ENDS CONCRETE SEE CHART - - • . FNA. QUAUTJTIES FOR QUANTITIES FOR QUANTITIES FOR SEE QUANTITIES ED6 3 3 KSI 5 ED Gf' 61SL '3 5/8" CONCRETE EDGE 3 5/8" d .I d DIST. �- M U n ANCHOR TYPE A N 8 and N INTO 2BY WOOD BUCKS m OR WOOD STRUCTURES DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH -EO 110O HEAD ANCHORS (TYPE A. B & C) SILL ANCHORS (TYPE 62) CLUSTER AT STILE/INTERLOCK ENDS CWSHR AT SIttE/INIERLDCI( ENM 4 EXT.(+) 8 EM.C+) 8 EXT.(+) INT. - 4 EXT.(+) INTX-) 8 M.(+) INT.(-) 24„1/8 30-1/8 82 50.0 80.0 80.0 - - 80.080.0 I - - 76.2 ]2.4 80.0 80.0 71.1 - 66.] - 48-1/8 54-1/8 62.8 -634 59.5 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/6 84 80.0 80.0 - - 80_0 80.0 - - - - 75.5 80.0 - 71.6 80.0 - fiJ.6 80.0 64.3 80.0 62.3 80.0 - 59.1 80.0 58.4 71.1 71.1 55.3 71.1 24-1/8 30-1/8 48-1/8 90 80.0 - - 80.0 - 79.7 00.0 - 75.6 80.036-1/8 ]711 69.2 61.9 80.0 80.0 - 65.6 58.] 80.042-1/8 80.0 56.7 80.0 50.0 53.7 80.0 24-1/8 30-1/8 36-1/e 42-1/8 48-1/8 96 80.0 - - 80.0 - 73.8 BO.0 - 80.0 - 63.9 80.0 80.0 57.0 80.0 80.080.0 80.0 51.9 77.9 80o73.9 80.0 24-1/8 30-1/8 36-1/6 42-1/8 48-1/6 54-1/8 102 60.0 - - F60.0 - - 60.0 59.3 - - 60.0 80.0 50.0 60.0 52.7 60.0 60o 60.0 60.0 47.9 60.0 60.0 60.0 60.0 44.3 54.4 54.4 42.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 60.0 - - 60.0- 60.0 - - 50.0- 55.3 60.0 60.0 52.5 60.0 49.1 80.0 60.0 46.6 F54.454.4 60.0 44.5 60.0 60.0 42.2 60.0 41.6 54.44 39.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 60.0 60.0 60.0 57.2 60.0 51.9 60.0 60.0 49.2 60.0 60.0 45.9 60.0 60.0 43.E�5.w.w4 60.0 41.5 60.0 60.0 39.60.0 24-1/8 30-1/8 36-1/8 42-1/8 46-1/8 120 60.0 - - 60.- 56.9 80.0 60.0 54.60.0 46.8 60.0 60.0 46.60.0 43.1 60.0 60.0 40-60.0 38.9 58.4 60.0 36. 60.0 m U U 10 U non Q uun U L win C U ANCHOR TYPE A N m N ANCHOR TYPE B `1.1 m N ANCHOR TYPE C THRU 78Y WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS METAL STRUCTURES SEE SPEC BELOW M to Z 0 Z M W 4 r W m I IL Q w o O W N IL N Q m O F N O>m o cy OOs �¢ 0 1 0< A _ 0 N N O WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH N Q w N LL o U. J O O 6 I TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Q w A F TYPICAL ANCHORS: SEE ELEV. FOR SPACING I IPE 'A• -AT JAMBS- - 1 /4" X 3-1/4" ULTRAGON BY ELCO Fu-177 KSI, Fy-155 KSI) TYPE •A•- jJ4" DLe. ULTRAGON BY 'ELCO' (F-177 KSI, Fy-155 KSI) � 0 N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 1-1 2" MIN. PENETRATION INTO WOOD 1-1/4" MIN. EMBED INTO CONCRETE I / o C THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO n 0 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) 1,�1 DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY - N '-0 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA. SELF DRILLING IN REWS (GRADE 5 CRS) TYPE V- 1/4" DIA SELF DRILIJNG SCREWS (GRADE 5 CRS) < O = N o N ,n n INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS g' 30 OR OR I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) € C Z _ (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRAT ON BEYOND SUBSTRATE 3 p = o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) O : STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N U O L F - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI ) AT SILL - - - - - J eucunR cnr.E nL NCESS TYPE 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO CONCRETE OR MASONRY = 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. - - - - - - - - - - INTO METAL STRUCTURE = 3/4" MIN. MtODUCPREY1 1-3/4" MIN. EMBED INTO CONCRETE WOOD AT HEAD OR JAMBS SG = 0.55 MIN. u1mp1Y�8 wish th. tlfi pl6lJd, CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. 61+10'R9 Cede m NOTE: C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm AwpOI-I Ne 2000 PSI MIN. E.i Ly �1�=1Z.i , ANCHOR CAPACITIES LISTED ON THIS SILL RISERS a SHEET TO BE USED IN CONJUNCTION SEE SHEETS 14. 15. 17 & 18 FOR OPTIONAL SILL DETAILS d• �n..�.y WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY Aw RR* Y Ca•11p1 LOWER APPLICABLE VALUES CONTROL. i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B xI1 ANCHOR TYPE B C, TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE 16� DIRECTLY INTO 3 KSI CONCRETE a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. mN • • 006 • • • • • • • • 3 0 0 O LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/o REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. OMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. 3. 5/0 ,,w • i A • LJ�}j ' TYPICAL ANCHo • • • • • • _�} :• , PO ED &HARDENED • • IN CLUSTE • • • • NO-METAUJ /NON -SHRINKAGE HIGH STRENGTH GROUT AT MTG. STI • • • • • • • • • •• fc = 5000 PSI MIN. & INTERLOCK EN CHA • • • • • • • • • 10 • NOT BY C.G.I. SEE FOR QUANTITIES • • • • • • •�� S MUST TRANSFER SHEAR LOADS TO STRUCTURE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1111IIIIl I// o ' N �uGENyF •'� o � 0592 o TEOF (y'; drowing no. *. R1ON.._ G?c W 10-31 TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE & INTERLOCK ENDS EDGE LSie SEECHART . F'OR .A. ES w u ILJ L-J ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS TYPICAL ANCHORS NOTE SHEET 1 IN CLUSTERS AT MTG. STILE 3 KSI & INTERLOCK ENDS SEE CHART P ETEFOR QUANTITIES DIET. • } 5/�' . . DESIGN LOAD CAPACITY - PSF (ANCHORS) NOW4 PANEL WIDTH INc FRAMEO HEK:HT HEAD ANCHORS (TYPE A, H & C) SILL ANCHORS (TYPE 112) CLUSTER AT STLEIINTE CK ENDS CLUSTER AT sIRE/INTHUDCK ERGS EKT.(+) INT. - 8 EM.(+) INi. - 8 EXT.(+) INi.(- 6 EM.(+) INT.(-) 8 EXT.(+) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 82 80.0 80.0 ]76.2 80.0 - - 80.0 - 72.4 80.0 - 80.0 - 66.8 62.8 80.0 80.0 - - 80.0- 80.0 SOO 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 B4 80.0 - - 80.0 - - 80.0 - - $0.0 - - 75.5 80.0 - 71.6 80.0 - 67.8 $0.0 64.3 80.0 62.3 80.0 - 59.1 90.0 80.0 1 58.4 g0.0 80.0 55.3 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/e 54-1/8 90 80.0 - I - 80.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.O - 55.6 80.0 - 61.9 80.0 58.7 80.0 80.0 56.7 80.0 80.0 53.7 80.0 80.0 52.8 79.2 80.0 50.1 75.1 80.0 24-1/8 30-1/8 J6-1/B 42-1/8 48-1/8 54-1/8 96 80.0 - - 80.0 - I - 73.8 80.0 69.9 80.0 B0.0 60.8 80.0 80.0 80.0 54.0 80.0 80.0 L57 77.9 80.0 49.3 73.9 80.0 72.3 80.0 45.7 68.6 80.0 24-1/8 30-1/8 36-1/8 42-1/B 48-1/8 54-1/8 102 60.0 - - 60.0 - - 60.0 - - 60.0 - - 39.3 52.7 60.0 60.0 Sb.2 60.0 60.0 80.0 80.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 60.0 60.0 .2.0 60.0 60.0 24-1 /8 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 108 80.0 - - 60.0 - - $0.0 - - 60.0 - - 55.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 60.0 55 60.0 60.0 42.2 60.0 60.0 41.6 60.0 60.0 39.4 59.1 60.0 24-1/8 30-1/8 36-1/e 42-1/8 48-1/8 114 60.0 60.0 60.0 57.2 60.0 WO 31.9 60.0 60.0 49.2 60.0 60.0 45.9 60.0 60.0 60.0 80.0 41.5 60.0 60.0 59.1 60.0 E 120 600 - - - - 60.0 60.0 M46.3 t10.0 60.0 48.8 60.0 60.0 60.060.0 43.1 60.0 60.0 60.0 60.0 38.9 58.4 60.0 55.4 60.0 TYPICAL ANCHORS U IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE IN CLUSTERS 1BY WOOD BUCKS METAL STRUCTURES & AT ENDS AT MTG. STILE SEE NOTE SHEET 1 SEE SPEC BELOW SEE CHART &INTERLOCK ENDS FOR QUANTITIES SEE CHART Z m m FOR QUANTITIES Q EDGE" disr. - °3 5/8"3 KSI CONCRETE EDGE 3 5/8" F f 2 n O O 0 ; ROF I F I r d L W Z O O G u ur I AEI puu ¢ x ¢< ¢ � !� j r ANCHOR TYPE A N m N ANCHOR TYPE B m usi ANCHOR TYPE C m OW'I Cmo F, M g THRU 1BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STRUCTURES 0 0 INTO 3 KSI CONCRETE J OR APPROVED MULLIONS w �0 1 Y (AZ j V WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO LL Z H LL c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH O f a TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. '� Z ME Q w Q W T F _ _ F_PE 'A'- 'A'- v TYAT 1/4" X 3-1/4" ULTRACONHBYD'ELCO' (Fu-177 KSI, Fy-155 KSI) TYPE 1/4" DIA, ULTRACON BYT'ELCO'S(Fu=177 KSI.Fy=155 K51) THRU 18Y BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD °� U c - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY $ N 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY "� "3 TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) TYPE 'B'- 1/4" DIA TRA ON BY L O' (Fu=177 KSI, Fy-155 KSI) 1� 0 J w I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY C _ TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4" DIA. SELF DRILLING SCR (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS ; N M M OR OR I -00 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) € Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE N ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) O "N�1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) _3 U o Q w - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO H AINUM BE PLATED OR PAINTED) H U '- - -1 AT SILL - AN HOR ELX= DIST M S 'B2'- 'ELCO' TYPE 1/4" DIA ULTRACON BY (Fu-177 KSI. Fy-155 KSI) INTO CONCRETE OR MASONRY = 2-1/2" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. G INTO METAL STRUCTURE 3/4" MIN. 1=3/4" MIN. EMBED INTO CONCRETE WOOD L - AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. « 3 C-90 HOLLOW/F LLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ° c ANCHOR CAPACITIES LISTED ON THIS SILL RISERS oRODUC C REVI� W SHEET TO BE USED IN CONJUNCTION plilldilb SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS °° 1°lPPly""i h am m WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY 1u6i.g C.& No L1 -1'21 j' LOWER APPLICABLE VALUES CONTROL. hcccgtboce }:.Pira:ine Date a 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B =ANCHOR TYPE3 TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE �� DIRECTLY KSI CONCRETE 6 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m N • • 000 • • • �y r \ O • • • • • • • • j� o x • • • • ' _� „ram J 41 _ _ • _� • • O z o 0 S a UMTT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES UMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. UMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. I.I &all- 1T11II11 // / PO ED & HARDENED TYPICAL ANCHORS • • • • • • 7 •L t - v° ^ o IN CLUSTERS • • •/ . METAULI HIGH STRENGTH AT MTG. STILE • • • • • • • • _1 • • ;• C_ �- HIGH STRENGTH GROUT �T • • • • G /�-// �� (( drawln no. & INTERLOCK ENDS • • • • /•1/�jI{K� c A OF 1 f'c = 5000 PSI MIN. SEE CHART • • "•D 11 ��''t � ��� NOT BY HEAR •• •�i� �?!°C•''G�: W10-31 MUST TRANSFER SHEAR FOR QUANTITIES �S�1O LOADS TO STRUCTURE/////j/kAL11��� sheet 1 S Of 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m V_ O Z J m F n q z Z S n IL Q 0 < e o m o U O d N Q'O � Q FFU y WEEP SIZE V C Lj rc rr m o° 0 aco 0 d d R REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. Q _ In i o n W W h w 0 o n SLANT SILL ADAPTORS .Jir.OPTIONAL Q W m f d 0 O O1 U � L N N w DECORATIVE F�qJ SILL COVER QO W U OPTIONAL C I rl N n 0 •RBDUC r RLTHM O "IyIn -111, the FIrY• bi.x C. k Attopuoce Ne � ��2( t SILL RISER REDD. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS o g 0- ABBOVE +60 PSF o W II II II II w•• •• • s II • �I II III EDGE DISf.• a 3 5/$• - 3�K: •C'MC.•.• V "•�O•' • • • • • • • • • . •• THREE) TRACK DOOR DETAILS I drawing no. ;`� W10-31 TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. LOAD BEARING SHIM z U p �U0m TYPICAL FOf 1X6 OR LARGER WOOD BUCKS lKl WOOD STRUCTURE O LOCK STILE EL WIDTH D.L.O. mice O EXTERIOR EXTERIOR O INTERLOCK (REINFORCED) REINF. AS RD SEE CHART ON SHEET 13 FOR CAPACITY O Ir OO -- 0. Q WN j LLO O O 0 _u =u1oN LLZ ,Z M Q W 01 f t �—� D.L. OPG. p g C _ NOM. PANEL WIDTH PANEL WIDTH to w v INTERLOCK (REINFORCED) ASTRAGAL NtODUCf R6V1•S i5 00 DOOR FRAME WIDTH ZMMu a. Fwn rill ft iitl� 'o In og A—p4w.Nrl IS #10 X 1-1/4" SS PH SMS 1 PER CUP E.pintti-Date [ 3 M I © 3 PER i Sk 0 n PANEL O AT 18" FROM EACH END M2 G 1 2" MAX AND AT MIDSPAN 3 O n MAX. _- O " LOAD BEARING SHIM ¢ j�8 X 3/4" SS FH SMS M2 1 PER CLIP AD LOAD LOAD BEARING SHIM METAL STRUCTURE - U O ¢ w U F- O z U o Z Irk -1� TYPICAL ANCHORS SEE ELEV. =-= L�- TYPICAL ANCHORS SEE ELEV. L' L' II FOR SPACING II FOR SPACING CO _ a i>rc 3W Ui i; II w�i 11� II n o Zi � � II • ••• i] y O� - • • • • • • • • •• •�Oo oo . w • FI A • • •� • mO • • n DOOR FRAME WIDTH • • 000 • • • • • • 1%�p1 �hi,;y'z�rg�'��i o ,� : go • • • • •• • • • �IS OF lV�� drawing no. • • ••• •�• •'•'��psROP.. Cs°� W10-3111 THREE (3 ) TRACK DOOR DETAILS 'oNAL sheet 17 of 28 • • • • ••• •• • •• • • • •• ••• SEE SHEET 15 FOR ANCHORS u K EDGE DIST. 1 3/41 3 KSI CONIC. k HARDENED RENGTH GROUT (RINK, NON -MET LIC 000 PSI MIN. CGI WINDOWS SSHEAR .0 �0 STRUCTURE CTURE WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL rr 1 �l II II 2 II d c2 II o i II � I1 ci z SILL RISER REQDJ FOR LOADS ABOV +60 PSF • 1 1 'ate 3 KSI CONIC. EDGE DIST. 1 3/4' SILL RISER OPTIONAL FOR LOADS (�\OVjE` +60 PSF rti �111� � 14I'��M19 0 �,� II -._w A;__­ -VOW �4 Flwiic N w` 11 A AaeNt �n 'o [ -f Z If ft c • • • • • • • • • • {�� •I r y— � • • • • • • • • lm"dd c oeMd ° a o • • 000 • • • • • • • `� 11111 1111 o = • • • • • • • • ��•• ry• ICI o W [�B _• •Yo. -..• • o • • • • • • • • • • • • • • • • • �I•� �� ' .•-'"T"OP (q' drawing no. .. .' .!!rORrOP,.•'�\�: W10-31 $ • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• SS�OMAL11111 ,' • • • • • • • • • • • • • —heel 18 of 28 • • • • • • ••• TYPICAL ANCHORS TYPICAL FOR M�V Zn 0 m M � W � Z Q f N O c n O C O W N ` ^ O U'a 0 vEM o 0a0c.. O°3trc� N QWw Z NJ IL a0 a W M f '. C" :CED) ASTRAGAL C EXTERIOR - '^ � •RODUCTREV® N OOR FRAME WIDTH ns eaoptyFt6w the vbdk z N 0 n 0 W o C n6 Cade Attept—,No 17-1zr.y.za E>'RW'+tiw Otte � vxNo �ts'Old, tWa L0.11 l` ; M #10 X 1-1/4" SS PH SMS G 1 w �0 3 n L1 z z 1 PER CLIP 3 PER PANEL 1/4' MAX. z C Z� 0 1 MAX o m AT 18" FROM EACH END M2 Q LOAD BEARING METAL � � n /2" )AD BEARING TYPICAL ANCHORS AND AT MIDSPAN SHIMrZSTRUCTURE - W _3 o a U SHIM r SEE ELEV. . f FOR SPACING 8 X 3 4" SS FH SMS # / 1 PER CLIP \ H TYPICAL ANCHORS SEE ELEV. FOR SPACING r, W • • •• w o 0 XT. ...... _ ono EXTERIOR e • DZR FfAAl� WIDTH• • •� • d c DOOR FRAME WIDTH _�• - • FIXED RAKEL • • • • • • • • o f ("' ``gyp,® 4C9•A '% d ' • • • • • • i` •.70 • • • • • MAX � i 10 • I - 6 i AYe of (yam\ drowing no. • • •• • •• �.k' 0P.'G W10-31 TWO (2) TRACK DOOR DETAILS SS�dN�► ��`` 'i11nu1' sheet19of28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFER TO SHEET 1FOR VARIOUS ; INSTALLATION CONDITIONS. IONS. z mn 0 f M m Z N Q W Z O 0 o O W yN n O F o Gyp 0 :g WEEP SIZE 1 /4' X 1 /8" OF o > m $ paoo8 C N � N Q W j LL h = O f Is-�soa_j Qwmi''" U i1 I p C OPTIONAL = 00 n o, w SLANT SILL ADAPTORS 21 H j c V) 0 SN o O I•) DECORATIVE 24 SILL COVER OPTIONAL rl� 3 y 0 0� II U��F nm rnn 2p J SILL RISER E8.1 READ. FOR LOADS ABOVE +60 PSF SILL RISER REDD. FOR LOADS ABOVE +60 PSF ry 11 I� II II II • • •• • • I • • jl EDGE DIST. . I • ! 5�4• °- i "w Cv% FOUR (4) TRACK DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tt OF 6(/�• drawing no. W10-31 TYPICAL ANCHORS WOOD STRUCTURE ;ETAL "TRUCTURE ICAL ANCHORS ELEV. SPACING #10 X 1-1/4- SS PH SMS 1 PER CLIP 3 PER PANEL G AT 18- FROM EACH END M2 AND AT MIDSPAN 1/4" MAX. #B X 3/4" SS FH SMS LOAD BEARING 1 PER CLIP SHIM METAL STRUCTURE ICAL ANCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELEV. II FOR SPACING II II I moo f YEV1�y r °GP1Jfr8 witY Ne • =-s c Aa'cpteece No 17-W EsPcetlw 8rce • as • A le, • txlltRIGR •• • DOOR FRAME WIDTH . 1�A'' 0 �• 2019 FOUR (4) TRACK DOOR DETAILS • � W � o o S�'' aGF�NSF ;•. • .. 71Q2 o Y OF drawing Zno. 5 •.. ORWiP.'_sC9��.� W 1;0g ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY it it ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF ii 0 !jf #10-16 X 1/2_ HH m 3 a II i-LUNG SCREWS AT 6EFROMI ENDS & 12* O.C.F�-2- 90* CORNER O 135' CORNER 0 0 10-24 X 1/2" #10-24 X 1/2" C Wcqs 3 FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 3 1 I� AT 6" FROM ENDS & 12" O.C. AT 6" FROM ENDS & 12" O.C. p H 10 3 II II V pWei � ap V y 00 m o MITERED WELDED JOINTS Q w j LL m o AT HEAD/SILL E32 Z • _ o 2 j �mQ m --- -=- =-= Q� � o 2 m O n E31 Op 0 n z 0 EXTERIOR v I~i1 EXTERIOR C 4 D.L. OPG. MITERED WELDED JOINTS 0 r N o AT HEAD/SILL 3 N PANEL WIDTH PANEL WIDTH 0 n 3 DOOR FRAME WIDTH DOOR FRAME WIDTH € C Z 3 h HH SELF DRILLING SCREWS � (,0 �0 Q AT 6" FROM ENDS & 12" O.C. C) 9 1 3/4" 3 5/8" 3 5/8" h\n ��\0 �Y-RODUCrUEVEMP N (4) ANCHORS (4) ANCHORS g •416 tle nol o 33I� 6• 6• 6" Aaepbsce No - i 2( • � rc 8" 6" L C�Pinti•� Date q I�V U o � oL.W'Nydr rolua CaYwl (6) ANCHORS \ �W F�JCF�RS o N N o M6FIT" 6" 3" • • • • • • • • oC � • � •• ••• • • • • • • • \ltttl llll/// o (8) ANCHORS _ �\ _ (8) ANCHORS 6• 3" 6" 3" g^ 3• 6" 3. 6• 3• •. : 3. • • • • : : � • • �Ifi7 � i� �` S � o • • • • • • 5• 2Q .• ATE IF (Okla drawing TWO (2) TRACK THREE �31 TRACK FOUR (41 TRACK TWO )TRACK THREE (3) TRACK FOUR (�l TRAC• • • • • • • • • �rrcoRl .•�G � W 0_3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MOUNTED (� POCKETED JAMB TYPICAL TYPE A, BN OR CS O 0 m J Z C n AT 6" FROM ENDS AND Z W a 9" O.C. INTO WOOD/CONC./METAL F W Z m 1-1/8" MIN. 6' O.C. INTO BLOCK ONLY 1-1/2' MIN. WOOD EMBED Q 4 e 0. O ` a o U SEALANT EDGE DIST. 1-1/4" MIN. BLOCK EMBED O w N n TYPICAL PAD PILE INSTALATION LOCATION 1-3/4" MIN. CONC. EMBED d W 1/8' MIN. METAL THICKNESS Q; O t CONC. i C H 2 16 BLOCK WOOD aO�M o METAL 0 y O 6 0 Al gZIm o a www1 LLZOE o ° m= �o a w J a Q W Omlf Iy r ® EXTERIOR Y O n 0 ^ 0 o W O w TYPICAL AT PANEL 4 CORNERS c POCKET CAVITY NOT BY CGI O o NOT PART OF THIS NOA TO BE REVIEWED BY AHJ 3 N r7 M I O n n7 ? N C Z DOOR FRAME WIDTH 3 O _ n 2 NOM. PANEL WIDTH O 2 O O O O O O PR° ryum NIA � II Ta•et,= c.n. Ancepteacc N.III� Eapdrytiae Oete__s�_y W w n O O O O OO a sl,� 4.�� O O O �'y t- toaoM z- - _ c 2 EXTERIOR 2 • f • • • • • • • ��11111 IIIll I, ;0l41$��!,, o - o a frz • • • • •• • • i.'• •r kl, • • • • • • • • • ! OF �` Fzo drawin 9 no. NI L1��``` sheet 23 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063-76 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI-185 FRAME HEAD 3 TRACK 6063-TB CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - EI8 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-76 CGI EXTRUDER - E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-1 SEA OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 f DECORATIVE SILL COVER (OPTIONAL) 6063-T6 6063-T6 CGI EXTRUDER - E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER CGI EXTRUDER - E26 CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - - - E32 CGI-1058 FEMALE CORNER ADAPTOR (135-) 6063-T6 6063-T6 CGI EXTRUDER CGI EXTRUDER E33 CGI-1059 MALE CORNER ADAPTOR M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2" LONG) 6063-T5 - 3 • FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFA13 OR EQUIV. - M12 - BOTTOM RAIL STIFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-5I-PRS-150-C2S5 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PSO1-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #1 OX3/4" PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 j'10X3/4" PH M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 }10X3/4" FH M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4" FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAS OR EQUIV. M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY - S2 -1 #10 X 1 1/4" LG. PHL. PH. SMS, ST/ST. ASSEMBLY SCREW - -1 2 OR 3 PER CORNER L l Z M r 0, W a 1 a 0 oo�a IL W C 08 SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS Q o 2!a0M TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT o 0 RE p, MAIN STILE AT 40" FROM BOTTOM 0 -a SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) � i o n ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Q W y LL e ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ? ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) J 0 Praia m Q W Qi S f DOUBLE LOCKS: READ. AT 90• AND 135• CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM d SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) 8 �, SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) n ZINC HANDLE SET z p0 w SECURED WITH (2) 6-32 X 1-1/2" OH MS 25 N STEEL KEEPER (PART #HD-3310143) c SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS t7 N a m N � N 'a M ON M C Z w LL h 0 n O� I3 v I N -A0buC C REVRm d ooOPI •in +ith Ot Fim*k koftg a.& A—ptn.co No Zc Ev"te.. Dote_ ti [ c _ T%h _yam f W, a' T�h P nct Co." MAR 0 5 2018 a a • • • • • • • • w d o - • • • • • • • • • • • \\\111111111111111' I �pD. A. o �t No.� = • • • • • • • • • o.':• drawing no. •.. • . . . ..• • • • • . . • • . • . . 4.735 r*-T�-KIA 070 860 .250 E3 FRAME HEAD (2 TRACK) 1 U7 1.340 r F3.255 III�yy��JI L_RR_J 4.250 L070 995 075 .075 .070 � 0 .070 2.600 E7 TOP/BOTTOM HORIZ .640 753 3.000 .995 Fl, 4.7355.921�I070 .4 E1 FRAME SILL (2 TRACK) 11 FRAME SILL (3 TRACK) .490 1.415 Im 0 5.921 070 � .847 1.250 0 FRAME HEAD 1 OUTER TRACK ASTRAGAL STILE I E9 INTERIOR TRACK ASTRAGAL STILE E6 MAIN STILE 3.000 .995 095 1.770 1.4 L � 5 O60 4 - 2.005 E5 INTERIOR INTERLOCK 86 �{ .995 -11 �I 060 1 1.501 3.000 �I 1.340 �{ r.675 -'j �-120 -� .995 O50 975 .995 pSp 975 1.184 1.184 M- 3255 4.250 � ® GLAZING BEAD � GLAZING BEAD .070 LAM. GLASS INSUL LAM. GLASS L -- f .995 1.508 `�I �{ 1.186 � 21 TOP/BOTTOM HORIZ (OPTIONAL .725 .065 .664 ,060 3.0p0 L-f 1.501 1.831 .725 .070 .1 M2 56 FIX. PANEL CLIP 1.490 1.415 3.000 120 070 EXTERIOR INTERLOCK (OPTIONAL) 2.005 1.366 .695 3.750 MAIN STILE (OPTIONAL) 2.755 .265 125 3.000-j 095 Ee FF- -- SILL RISER (OPTIONAL) 1.610 1.870 1,770 1.415 O60 �3.188 3.572 L�I .070 .070 I-2.005 538.221.625 '--12.120- d 0 POCKET HOOK Ea EXTERIOR INTERLOCK r 1.8251 � I 1 .125 1.310 0 le INTERLOCK REINFORCING OUTER TRACK ASTRAGAL �VU m n �V o_ Z �m 3 n 0, N d N % m G f Q I��Nnu V > m 01Oo 01O� a-. 0 -aN , Q W 7 LL m LL Z NPH Sz Q -- U e O C I g - n N u 0 0 r, z 0 � C O=N o 1n 3 O M n � 3 N C Z � 3o M O a Uo� J 1.255 INTERIOR INTERLOCK (OPTIONAL) C� ® 2.005 572 INTERIOR TRACK ASTRAGAL (OPTIONAL) 741 M 625 2. 3.341 1.920 .062 o 2.670 • • • • • • • .625♦ . .0 0 • IF•525• 10 • • ES'1 ILL• SER (OPTIONAL) O SILL CCWER:OP:ION:L) • • • -dirty Cede �` �P.•'VpENSF'-.+(J'��i � � rpNece N. L Zl /�.- r I El i1r Det� T0692 = o o a a • 7►cb PrioN •t • _ • { f � ' C' � O n •/gyp• gip- ,l,IT� OF �k/, drawing no. • •• •• • • • •• •• ••• • • • ••• • • 1 .886 125 128 3.I28 1 rl!86 - �i 2.581—�If FEMALE CORNER ADAPTOR 774 FEMALE CORNER ADAPTOR 1 35 MALE CORNER ADAPTOR �{ 1.375 1 510 U �r�.060 II• � n 0 260 1.650 -�I 4�-.640 O _ ® ry Q 4.765 .065 2 FRAME HEAD COVER Q i ? c°i al a < o �00`0 0 .OBO 1.621 �{ �.640 C W N .344 .060 O W m I I aCCg �I b-.625 ® Q a 0 am .i FRAME SILL COVER C dJ b rc E2 FRAME JAMB (2 TRACK) � � Z O n .243 Q w Z. a 1.375 Z C OR 00 .79t Q w 060 1 1.620 r © 12- FRAME JAMB COVER C5.951 .080 1.620.725 v/065 �I .125 Q W n .545 I c 1.620 1.508 " 'D N 4 C 090 .065 W n I N � .625 --� .664 O 3 M n V cZ� FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP € •RODUCCREymW € x x with at FU ira Waling CeAt Aocepttece No 17 121�.� u E.puatiw Dtte— z o •• ••• • • • •• go _ • • go: • • • • •� c o • • • • • MAR p 2018'° '''�EHR'�o n o ... . • �•Plo. - o . . • • e • • • • • %�0.0i OF 1/4UC drawing no. sheet 26 of 2$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7.750 -y 080 hj925.8;5�7 1z50 FRAME HEAD (4 TRACK) 080 �— 2.600 .753 I� l �7.730�I E29 FRAME SILL (4 TRACK) 1.620 620 7.750 1.620 080 095 1.620 FRAME JAMB (4 TRACK) 4 TRAI FRAME BOTTOM CORNER 4 TRACK SHOWN M` / MtODUCC REVIW& r O°eWYtee with tic F7otyt 4e1Mea Ced-f / AcccFtiece Neo 17 IZ j�•2p / " Eap�ty bete 4 •• • • • • ••• • • • • • • • `�1lnntt'ta too 000 J� • • • • • • • • • �7A4E OF (y�� drawing no. • • • B ""t ••• ��pNAL1t1`�.�` sheet27of28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME TOP C( 3 TRACK SHO FRAME BOTTOM CORNER 3 TRACK SHOWN 52 I �Y FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN 10 PANEL TOP_/B0Tr0M CORNER MITERED BEAD CORNER (TYPICAL) • • • • WAAL TOP • BOTTOM, CORNER •• alt1DUCC REV • :QU/S/E SEAD•CORNER•(OP*ON*) � g wit4 IYe F'briL • • • • • • • • • • Aarym�ce No Z • • • • • • • • • �� ••• ••• • •• • • • • 7 ••• • • • • ••• • • • ••• •• • •• • • • ••••• • • ••• • 52 U 0 2 m / � � z of ZNi � 0 0`� cl awl m of O �iyn LL o OWei 0'0�m o p X az� Q W 7 LL N �=09 J rio< j Qwm€� o c g U 0 0 M al Q W of C � 3N� C 0 Z 3 0_ M �Ilnilll�/ •� GEOm '70 I I � A 2018..' a STATE OF drawing no. W1 p-31 1 MIAMI•DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25'h Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy . . .... ...... SCOPE: ...:.. •• •• ••...• This NOA is being issued under the applicable rules and regulations governing•tho'i:se of construction �....� materials. The documentation submitted has been reviewed and accepted by Miami�)5� de Con1tCR - • • • Product Control Section to be used in Miami Dade County and other areas where a.ljq�g� by the, &Oiyto•thority • • : . . • Having Jurisdiction (A IJ). ' .. .. .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami-Dado.vouraty Product,Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade bounty; reserwe�tlw right..•.:. to have this product or material tested for quality assurance purposes. If this prcVuct 1qT material• fails to • • •..••• perform in the accepted manner, the manufacturer will incur the expense of such testing'and tic PMI may • • immediately revoke, modify, or suspend the use of such product or material within their jurisdiclioV 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 : Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. - titled "Series entmel 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 f_��_IL�_Gy_wr'a_c LCT RATING: Large and Small Missile Impact Resistant. um s nu ac ure s name or logo, -city, 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. NOA No. 17-1018.08 (Approval tion Date: September 22, 2020 Date: December21,2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 000000 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.M.I./S.1V� I)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04 i@I 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 pZTIM TAS 2C2-94 2) Large Missile Impact Test per FBC, TAS 2Q,1-94. : • • . • 3) Cyclic Wind Pressure Loading per FBC, TAS- 2a3:94 0000 along with marked -up drawings and installation diagram of a series 7500 PW—Af ed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, 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 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) M a n-u- ef Prfez, .E. G, Product Control xa iner NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FI10; Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation; zignedWc ' • • •; • 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 Resource (RER). • • • • • • • • ...... E. MATERIAL CERTIFICATIONS ' •'' •' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerjcp,)�ic. fo �tl;e!r : • • •. "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, exllix14g bn 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 Butacite© PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er , P.E. Product Cont-197-1018.08 faminer NOA 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./S1VIaI.)" ""'• sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 7, prepVr j by • Al-Farooq Corporation, signed and sealed by Javad Ahmad, Rko. %. .... .... . .... .. . B. TESTS • • • • 000000 ..... ..... .. None . 1. . . . . . . ..:..' .. . .. .. . ...... C. CALCULATIONS •"•"0 . • 1. Anchor verification calculations and structural analysis, complying with FM 61.h •' • • •' Edition (1017), dated 09/29/17, prepared by Al-Farooq Corpor�ion�signed. �ja • • • • 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 F13C 51h Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad; P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re , P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1 47 7/16' D.L.O. (FIX.LITE) FALSE MUNTINS 20 9/16" ** (SURFACE APPUED) 6" MAX. MAX. _ / OPTIONAL I / D II II n o u u o c5 u u _ nn w 0 z 5 u Z E / 5 N 47 7/16" g i a D.L.O. (VENT) o SO 1/4" VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). iBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DES IGNEO AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" 52 1/8" UNTINS E APPLIED) N W � (SU 0 VLNI WIUiN FIN FRAME TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS z M ILE IMPACT ° = � " • • • • • i i i • • SM #L MISSILE IMPACT o m o • • • %a • • • • • YY/I o IN70,592 e • PWJi1YCi' REVi� • +� :y`C = - 'T • • as comfytng wilLtft� • : - S ^ v u • • ' drawing no.AZptaOF • • E 6a :W10-03ciZ• • 1�s—I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'A1' 4M TYPES 'B'A'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) TNT.(-) 19-1/8' 26-1/2' 3Y 49" 53-1/8` 26' 15-1/8" 25-1/2' 36" W. 52-1/8" 25' 75A 75.0 80.0 85.0 75.0 75.0 8D.0 85.0 75.0 75.0 8D.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8` 26-1/2" 37" 49' 53-1 8' 36-3/8' 18-1/8' 25-1/2' 36' 48' 52-1/0" 37-3/8- 75.0 75.0 80.0 ..0 75.0 75.0 80.0 85.0 75.0 75.0 8"0 85.0 75.0 75.0 80.0 85.0 75 0 80.0 85.0 2 - 37' 49' 53-1/8- -5/8' 18-1/e' 25-1/2" 36' 0. 52-1/8- 149-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 SO.D 65.0 75.0 75.0 80.0 85.0 75.0 75.0 am 65.0 37' 49' 53-1/8" 63` 18-1/8" 25-1/2' 36" 48" 52-1/8' 62' 75.0 75.0 80.0 85.0 5.0 75. 80.0 85.0 75. 5.0 80.0 &5.0 75.0 75.0 80.0 55.0 85.0 75.0 75.0 80.0 19-1/8" 26-1/2" 37' 49. 53-1/8- 76- 18-1/8` 25-1/2- 36" 48` 52-1/8' 75' 75.0 75.0 80.0 65.0 75.0 75.0 80.0 95.0 75.0 75.0 80.0 55.0 75.0 75.0 80.0 B5.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 37" 46-1/2' B5• 18-1/8' 25-1/2' 36' 45-1/2` 84" 75.0 75.0 80.0 85.0 75.0 75.0 Boo 55.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 B5.0 WIDTH i x EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BOCK DIMS. MAY -TOP LITE GLASS TYPES 'A'A:'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT MOTH HEIGHT 'A' DIM. EKT.(+) INT.(-) EXT.(+) 1NT.(-) W-1/8" 76' 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49. 79' 48" 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31' 33' 37" 43" BS' 25-i/2' 30' 32` 3fi" 42` 84' 70-5/8' 75.0 75.0 80.0 85.0 63-5/e" 75.0 75.0 80.0 95.0 W. 75.0 75.0 80.0 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1/4' 75.0 75.0 80.0 65.0 )4" TYP. BUCK DIMS Yi" TYP. FLANGE FRAME GE DIM BUCK DIMS EQUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS r:3-FLANGE ADAPTOR FRAME IFLANGE DIMS UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• • •• • • • • ••• • j j6TUCT 14EVISE.D • • a�y� � a.,Ary • • •� cepmA�e t30 • • AtxpiatilNA Dace • .." I/ Al11 . , •OAS. • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 4mu Z p 0 F h (• w Z Q a s 6 0. O OWE �FoF� 0 � m �2 rr 8 G IL 0 Dl N� A O j LL 0 Z� 0 b Jam<j Q wm2W �a o n �I Vo.7 = • TE OF ��6y drowing no. 1/8' ANN .075" Interlayer Saflex CP With PET e By 'Eastman Chemical OR .090' Intedayer Saflex Clear And Color Gla: By 'Eastman Chemical Co.' OR .090" Intedayer SentryGlcs Kuraray America, Inc.' OR 090' Intedayer Trosifol PVB By 'Kuraray Americo, Inc.' 1/8' ANN. GLASS m SIUCONE M1 GE 1200 \ I II DOW CORNING 899 / DOW CORNING 995 a / 0 W EB X AT 1/4 POINTS ON UTES fr1 M4 WIDER THAN 36' GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) rt/ N. GL455 I'075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR 1/4" AIR SPACE .090" Intedayer SentryGlas By Kuraray America, Inc.' 1/8" ANN. GLASS OR .090' Intedayer Trosifol PVB By 'Kuraray America, Inc.' I a 1 /8" ANN. GLASS i SILICONE n N GE 1200 ` S M1 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER f I ST. STEEL BY 'CARDINAL' OR a DURASEAL BY 'QUANEX' O OR a E9 IOW, SUPER SPACER BY 'QUANE; W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1/4" AIR 1/8" HEAT STREN'D ( 0.70 OVERALL INSUL LAM, cuss (L.M.I ONLY) ( S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '137' MUST BE TEMPERED. 1/8' HEAT STREN'D GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interioyer SentryGlas By 'Kuraray America, Inc.' OR .090Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE M1 GE 12DO �i DOW CORNING 899 ;I DOW CORNING 995 a / 0 W Ee ' AT 1/4 POINTS ON LRES 14 M4 WIDER THAN 36' GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS Fl/8' HEAT STREN'D GLASS .075" Intedayer Saflex CP With PEr Core 'Eastman Chemical Co.' OR .090" Intedayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR iPACE .090" Intedayer SentryGlas By 'Kuraray Americo, Inc.' OR ASS .090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS B SILICONE GE 1200 n DOW CORNING 899 g M1 DOW CORNING 995 I I XL EDGE SPACER ST. STEEL BY 'CARDINAL' W OR 0 DURASEAL BY 'QUANEX' 0OR W E9 SUPER SPACER BY 'QUANEX' F W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Ell' 0.70' OVERALL INSUL. LAM. GLASS Z �m m IL Z � H a a E 0twi CFK zIYM S 0 aco 0 t tc a1 O Q WwT N o Q�mik PRODUCT RBVMD scc piyia8 -ith the FWmb q o p m _ • •• 00 uL oc aa ga, o ♦ Fxpu • •p • • • ♦ x1\\t1111111// // *00 drowing no. • • • • • • • • ®i, S TE OF.({/�� • • • • • • • • • • • •• •• • • • •• •• TYPMAL ANCHORS METAL STRUCTURE FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. m U Fr- ------------ ----71 FOR SPACING p P: j l MIAMI-DADS COUNTY APPROVED I j po MULLION do MULLION ANCHORS 1 SEE SEPARATE NOA f� r \ I 'EDGE DIST. I Li ut TYPICAL ANCHORS TYPICAL ANCHORS SEE a EV. SEE ELEV. FOR SPACING FOR SPACING 2 3/8• MIN. 2 3/B-MIN. I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBU'CKS IS PERMITTED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING -10D KSI) U (Fu�777 KSI,�KSIIINTO 2BY WOOD BUCKS OR WOOD STRUCTU" MIN. PENETRATION INTO WOOD HEA THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HIM SILL OR JAMBS SG - 0.55 MIN. CONC;JW JT•hJAD SI OR IAMB f'c� 30� PSI MIN. C-•0 HOLLOW/414 �OCY Ai J,4�Bswm,= 9000 PSI MIN. PR&WCF RFVS�,D _• • • ••• • \Y\11111.111fff �w • • B-wir CodalOtBt 8 L cp[Ancc • • �� A . P!��j • c � �.- �pirnrion Date • • • i `' • • • • • • w • • ATE OF • ORIDP.•'�\ � • . . • . . . • • . ••• • •• •• • • • w• s• • • • ••• • • u� U M O O Zg r J n f 2 N a g � g0� oo O�iHm O °o>ro M Oao08 1NO H W�ri6 1L Z._ jOomQ., Q w (In, R 2 arawmg no. W10-03 FLANGE & FLANGE ADAPTOR FRAME 1/4' MAX. BUCK WIDTH 1/a• MAX. SHIM SHIMS 0 O TYPICAL ANCHORS SEE ELEV. 1 S6 55 TYPICAL ANCHORS SEE ELEV. Us, Z m FOR SPACING Q MB P> FOR SPACING FLANGE ADAPTOR FRAME o W q o C ETAL STRUCTURE o -i'1%4' ci C > ` \ 0CLa -- -- -- - -_ - - 0-aL `b ® �rci°�+ aw�� EXTERIOR i WO wood BUCKS wl Eic z Ix � 0 V 1 /a' MAX. SHIMS BUCK WIDTH 1/4• MAX. SHIMS Qy W \ 1f m I U n O I pp N o TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. I I j 3 = ._. ! 0 1— FOR SPACING a v JF- FDR SPACING j vi 0 W o w I = of N 1 1/4"' 3 WBU U ,n C Z .-. — WOOD STRUCTUR N 30 1 BY 10 U WOOD BUCKS a MIAMI-DADE COUNTY 4 APPROVED MULLION �& MULLION ANCHORS SEE SEPARATE NOA 1/2" TYP. EO u L ,9 • BUCK WIDTH BUCK WIDTH 5 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND -- FLANGE ADAPTOR FRAMES. I.�: I 1 I I - •1>FanucrR�i«s� • • • • • • �S w�xplymg Mlffi it • • • • �'C a m m o •p O _ _ _ _ I I 'Mnl�tanccrN• i�i0 % • • • • `\\\ \ 1111 J 1////// •-lP�: ati�ldle I.��• ..'�0?/f,� �ii, \���.Q � 1 m No. 70582 drawing no. W10-03 • • • • • • • • •' A.I OF ��\ • • • • • • • ,ii` lot. • •• • ...... /14 x 1• FH. sM • � � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. 1 BY FOR SPACING WOOD BUCK _d a G v E,.DIST. d. ar a Al ^M3 ---- E, SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL I 2 1 ,4 C1 E2 MM3, s FN EDGE DI v TYPICAL ANCHORS SEE ELEV. °, 7By FOR SPACING WOOD BUCK METAL STRUCTURE U TYPICAL ANCHORS SEEEm SEE ELEV. FOR SPACING g a TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. r2 3/8" MIN. S� 2 3/8. MIN. I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23¢". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAME F-===____________ ___- j l MIAMI-DADE COUNTY APPROVED I I d EDGE i MULLION & MULLION ANCHORS SEE SEPARATE NOA II IIf'I^ EDGE�DIST. I'- j AL ANCHORS ELEV. SPACING BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 Xl" FH. SMS. 4 z {I° T/PICA)_ _ANCHORS 00 a•'•• I is 68 • •a EE EST '7I:ODUC�'rREV13dD • •• • 4'OR•SPACING ai piy& Whit tm • • • • • • • Etmlding CoA • • • • • • • \`y1111111//A� Acce stancQNp -:O� � 0� _ � • • • • o I zpimlion e � -°O IV .:,iumi nde PfO&KtC c -_••.• f°_• • -i7! ice= - -� • • •" --fib` • • • � - o m a • • • • • • • •'- • • 0 • • • • • • • • TAT OF <V drowing no. .•. ••• ••• ••• °"••'C9��� W10-03 ?AL, sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS FIN FRAME �N.V ILLUSTRATIVE OTLS. ONLY SEE ELEV. EXT. OR INT. FINISHES E11 FOR SPACING a NOT BY CGI z ; \ Z HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING O U'0 O ._. U NOT BY CGI 0 W�y O#8 SMS (GRADE 2 CRS) a �j N AZ EI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES EB '-- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0� Q CAULKING a 0 _ m o M2 G C O g eI 55 O Yl N 0 O Q W n W N I^p c4 � M9 LL azm o O III i vi w I � � I SWEEP LOCK g V ri OPTIONAL TO C E8 EGRESS LOCK AT SILL 3 0 3 i n ONOT fBYSTRUCTURE 1/4' MAX. BUCK HEIGHT 1/4' MAX. N p w B ES GAP GAP 0 Q+I I/- MIN. 7/2' MIN. O E4 O = N o F i 1 m z 0 n U I F C J N w OQ BACKBED w U O < J CAULKING U i ii HZ i � I O a Q C2 54N I HOUSE WRAP E6 NOT BY CGI IEB EXTERIOR • :ssRego inFS • • • •``tl I I I I I1 (T I�Yi Lk -- MS D.L OPG. • • • ••• • DAVI96D0 • 2 14 • Who ib"GULKNIG E2 • • F�._4R. 1 vDate • ��• JOEN.SF o HOUSE WRAP NO. 2 o n Ps ocEf4ttf5t'sP, , i7 = o .� NOT BY CGI 1 I/2, i na • • •i:xi • • . _ v :, 6 � ' I" • • •, _�; ,'♦ , v; 1, • � • ' iS/� � \ • • • '•'+ j,t; • • TE OF Q(/� drawing no. • •• s o ' 1 W10-03 ELEV.SICCHORS •.• ••+ ••• ••• �i�NAL FOR SPACING i2jlt 11110 `V� sheet 7 of g • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y�U u O o_ M ; f H z N O V U p O WW`= Q C O�iO� v pp uT e1 a&�2 s O ILO Oz�/1G2 1 K Z a W p OJ v LL .� LLza amg 5 aWm�� O N N I U C M o 3 N n = O tN 0 j XvX W 4 C p=No N �r m N 3 z O N M I �~ M 17 C Z 3 C) M w O w U N Sri-' O O 0 o n —___ __ • ODl7C?RP'MSS%• : • I111/lll • •IM• YOB • %ild�sh&'u V777711 �� ,� O AN • N. • • • • c )7-1 1 GENgF'•. i P••• cap�raticn rrau (ld s7 .70592 = S t+":iva:i %^ product y} •� �7 - o S � i • • • • • • • •-i'r� • '• EOF (y- drawing no. • RIDR•- vF'; W10-03 • • • • • . ` ` 'X/////IMlt sheet 8 of 9 titt` ITEM PART QTIANTI7'P DESCRIPTION MATERIAL MANF./S[JPPIJER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 Cq-101 7 FRAME SILL 8063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6063-T6 - ES CGI-104 1 LOCK RAIL 6063-T6 - E6 CGI-705 1 HANDLE RAIL 6063-T6 - E7 CGI-1C6 2 SASH RAIL 6063-i6 - E8 CG1-107 AS READ. 5/16' GLAZING BEAD 6063-TS - E9 CGI-108 AS READ. 0.700' GLAZING BEAD 6063-TS - E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E71 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - Ei3 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E74 CGI-137 � 1 OPTIONAL FIANCE FRAME SILL 6063-T6 - E77 CGI-605 SCREEN FRAME 6063-T5 MI CGI-382V AS RE00. GLAZING BULB VINYL (DUROMETER 75-BO SHORE A) PVC - M2 AL SCREW COVER PVC PVC PROTOTYPE OR EQUN. - M3 D. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS M4 LITE SETTING BLOCKS EPDM DUROMETER BOfS SHORE A M9 A2AS . SPIRAL BALANCE - BSI OR EQUN. M10 W. BLOCK/TACKLE BALANCE PILE WITH CENTER FIN -B51 OR EQUN. M71 D. WOOL UL7RAFAB OR EQUN. M72 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 F26018WN - D BULB-T SLOT SASH GUIDE(SPIRAL BALANCE) PVC ULTRAFAR OR EQUIV. M75 CCI-133 4/ WDW. NYLON M&M M76 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2' LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (8/T BALANCE) NYLON MhM M21 - 2/ WDW. � B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 - SILIf L SPACER WC PROTOTYPE OR EQUN. S2 - 2 0R 3/CORNER � 10 X 1 1/4' LG_. PHI. PH. SMS. ST/ST. ASSEMBLY SCREW /j 8 X 1 2' PH. SMS. ST ST BALANCE BRACKET SCREW S4 4 WDW. SS — 2/ WDW. # 8 X 1' LG. FH. SMS. Si/ST_SPIR_AL B. ASSEMBLY — — S6 2/ LOCK 6 X 1/2" LG. FH. SMS. OCGI-133 CAM LOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 2,505 L1.7I45 .B11 .811 1.550 I 1.680 .745 .065 1.245 T� .745 O65 T1P. a- 1.015 h- 1.015 I- 1.395 E72 FLANGE FRAME HEAD Ei FLUSH FRAME HEAD E11 NAIL FIN ADAPTER r-1.583 -1 p-1.583-1 --1 1.007 I - 15 1 0 E14 FLANGE FRAME SILL 5 13 FLANGE FRAME JAMB .490 ]-1 .705 I �- .864 I� O5/16" GLAZING BEAD 1.395 050 T O65 Q3 FLUSH FRAME COVER OFLUSH FRAME SILL I�-1.301 _.065 I- 1 � 2.440 ' 015 .745 L 2.346 E3 FLUSH FRAME JAMB 1 4.705 .050I TYR - .864 k E9 .700" GLAZING BEAD 441 293 .060-) 7 14�-1.413 19 SCREW COVER 745 T O65 2.113 1.368 I i�N 1.015 1-1.220-4 E4 MEETING RAIL 220 1.043 1.788 .065 NP. I 1.1115 OLOCK RAIL 2,195 1.692 065 1.043 Typ, 1.015 E6 HAND RAIL 1.395 1.025 O65 1 015 SASH RAIL FRAME TOP CORNER C] VENT TOP CORNER VENT BOTTOM CORNER 1.4501 _L r.1 BO n^ ..izn Uade P*oduct o» .550 .050 • • • - 0 • • • • • • • . • • • • • • FLANGE ADAPTOR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7� -N.4F •_ drawing no. W 10 - 03 sheet Q o DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106' Street, Medley, FL 33178 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . . .... ...... SCOPE: " ' ' ' This NOA is being issued under the applicable rules and regulations governing the use of WiTIMction nrater'Ws. Thy * * documentation submitted has been reviewed and accepted by Miami -Dade County RER-13roducT Control Section to....: be used in Miami Dade County and other areas where allowed by the Authority Having Jur s�1'ction (Ail • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cour" Product Coptrol Sectiop. ; . . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resc.Oe. tAe right.to' hive this..... product or material tested for quality assurance purposes. If this product or material fails toga&rm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immetiiatel; revoke, modify, m- • • • • suspend the use of such product or material within their jurisdiction. RER reserve: tie Bight tt r20oke tht; . . . . ; acceptance, if it is determined by Miami -Dade County Product Control Section that this pfdduct or matd'rldl.fails tb meet the requirements of the applicable building code. 0.0 • This product is approved as described herein, and has been designed to comply with the Florida Building Code, DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY �i , .... NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", s�eets•� through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and:ast•t%yised oilSEP 04, •••';• 2015, signed and sealed by Javad Ahmad, P.E. • ...... •• .. ...... B. TESTS (submitted under file #12-0402.03) • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC .U%202-940 * 0 0 0 0 • 3) Water Resistance Test, per FBC, TAS 202-94 ..•..' : 0000:0 4) Large Missile Impact Test per FBC, TAS 201-94 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 • • •0 • 000000 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-44 • * • • • : • • • •: along with marked -up drawings and installation diagram of an aluminum Outswing Freriri�l.Mr, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Is* I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. 0000 B. TESTS • •.•• ••.••. 1. None. ...... ....:. C. CALCULATIONS "'•" • 1. Anchor verification calculations complying with FBC2017 (61h Edition), prii fed by Ai VE6oq � � • •. Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sigrig"d sealed by.Javad . 0:0 0 • Ahmad, P.E.(submitted under file #17-1102.18) .. .... • • . ...... •••••• • 00 . D. QUALITY ASSURANCE • . .. . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER). ' E. MATERIAL CERTIFICATIONS • • • •. • • • *00 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6111 Edition (2017) & of no financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java 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 (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 U� U ' 1/8" HEAT STREN'D. GLASS 4ITly "'STREN'D. GLASS wro 0 .090" Interloyer terloyer ry Trosifol PVB PVB By 'Kuraroy Americo, Inc.'oray Americo, Inc.' Z n n J o. 1/8" HEAT STREN'D. GLASS" HEAT STREN'D. GLASS Q i a � F SILICONE �SILICONE 4 q N � Z m DOWSIL 899 iDOWSIL 899 O 0 N �' n o 2E ILO UN6 6 w\iO 1 OOC/mO 2� SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. i 0 i m — ' NOTCH GLAZING wG BEAD LEG TO Q off, 4 j GLASS TYPE '131GLASS TYPE 'G2' j � U m •— J 1/8" TEMP. GLASS p J '^ 0 5/16" AIR SPACE ,JM m 1 /8" HEAT STREN'D. GLASS ss --- b, wim to i4•Ay W .090" Interloyer .�Nv / -1720 • 1 � w Saflex Clear And Color Glass "Dace Z "' } tY By 'Eastman Chemical Co.' - z (q V LL 1/8" HEAT STREN'D. GLASS s��""•" �' sr7 N tlYy` Pn••eec�nnlel.= S 3 0 � 2 - o O O w SILICONE ao u� i Im DOWSIL 899 = Z 3 m SERIES 600 v 26 CARDINAL XL o 3 z is g EDGE SPACER n ALUMINUM OUTSWING ENTRANCE DOOR m 16 a S7 STEEL w O o0 w SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. \ W STAND ALONE SINGLE SIDELITE SEE SHEET 3. I O SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 35 SILICONE LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL o: 0 APPLY TO ENTIRE SYSTEM. SETTING BLOCKS AT INSUL. LAM. GLASS o m DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS = RESISTANCE IS REQUIRED. `o & GLASS TYPE 'G3' PRODOCCREVISM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE kIgE.�ywit°'4Fw INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ,t .ecphva Nv 19o319'l 3 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 6M rum UAW MA22� 2.I'j DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c TO THE BUILDING STRUCTURE. �S�' ='�' • �� s `•--Sv o o r g g n 1r8-Csrra� - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • • • • • • m c c MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. f • • • • • • • • t j11111111 f/ • • • • • • • • • tt // N A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • • `+����,® p i ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • • • • • • • •:•'\�CEN@f'•. f) ° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE e r/^ .70592 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. _ i7 T THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • ••• • • 7 it 2D1 �.• �- a FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • • • �� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • • • • • •Z • A OP (�� drawing no. WATER INFILTRATION RESISTANCE ETC. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • •• • • • 01DP''•C, W 2—Q8 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE VOT REQUIRED. • • • • • • • �i/ R{A�, AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • / '�/f 11II11Ht sheet 1 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4" MAX. 12` 5" MAX. MAX. HEAD/SILL HFAE CORNERS O SILL I / �1 / I I / II II U i e w � a' j m it \ I i u \\i II II\ ACTIVE SURFACE APPLIED FALSE MUNTINS OR 26 15/16" DECORATIVE GRILL MAY BE USED 37" MAX. LEAF WIDTH (X) LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME I LEAF FRAME �(+) INT.(-) WIDTH WIDTH HEIGHT 39-3/4" 37" 98" 70.0 75.0 n i n O II / i E / II II '� ---'Y --- 999 LOCK OPTIONS #1 OR #2 \ (OPTION 2 SHQW SEE SHEET 7.f FOR DESCRIPTION °i 00 0 _____LL____ ® �/ II II 10 / I \ AT / I \ / INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED II 26 15/16" 26 15/16" a D.L. OPG. D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 76' 37" 98' 70.0 1 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 37 3/16" MAX FRAME WIDTH 12" 5" MAX. HEAD/SILL MAX. I� F^' HEAD SILL CORNERS Y I I I I n II it 1 i LE H l u � f � o /rl/ 4 II II n I: I I II II II N mw SURFACE APPLIED a FALSE MUNTINS OR 32 3/4" DECORATIVE GRILL D.L OPG. MAY BE USED 6IWI,UCT v � 7plyin wF& to } BuiZ Cale Aaeeplenn N. (a-12z(•l( (0) 6xlri.xtinn (>rtel �i.� i! STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY klia asi TisAe r..xpect Cnteii 480DUC t REVISED ty complying with the Floc bskftllg au" No • ••• • • NOTE: • • • • • e •4. GLASS CAPACITIES ON THIS SHEET ARE• • • • • • • •�- NOTE: BASED ON ASTM E1300-09 (3 SEC. GQSTy) • • •: • •� EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION • • • • s • • BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • III 70592 drawing no - ).RID ��� W 12-08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELRE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING EXi.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 1 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 1 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXr.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 1 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 75.0 64.1 64.1 70.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 57.8 63.3 57.8 70.0 75.0 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4' MAX. (SINGLE) SIDELITE WIDTH 76' MAX. (DOUBLE) NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000- D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5' MAX. 1EAD/SILI CORNERS 148' MAX. It�ILU �KP.MG wIU 11Y HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6' (4) ANCHORS AT HEAD/SILL 12" 3" MAX. A _ HEAD J SILL MI \ II I I II I I 0 \ i \ II .I \ LOOK OPAIO/ S #1�OR/#2 \ I (0 TPN 1 S 0 ) u \ i SE SHEEP DESCRI .1 10 I I �� II I WACTNE INACTNE SURFACE APPLIED FALSE MUNTINS ORJ 32 3/416 " 26 15/16" 26 15 ' �� DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. MAY BE USED 37' LEAF WIDTH SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76' MAX. (DOUBLE) (OXXO) Rim N 1 6 a I J m U N v � M LJ w F- V) w V) 0 o O M Q 'o J m 3ZNpQUJ iiO ,om o'0 O .R•DUCI RENd'gr1W ' I�plyiog wHh the Flom* 8„IdL,g C�dc St-122o• l r ­pt. No Expir.dnn [Mre � R la MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 f DROD•IC f R`l•SLI • • • • • • boiaW ei wi0 m 4.1�,y, • •,��®I AHq��i���o 4 • • Apimd ce N• -6S .ig • � , E €Ii�PtcctY+Drtj e� � CEkSI� �S c,...�.�- - 666��70592 NOTE: • • • •---� /. 9 u T y GLASS CAPACITIES ON THIS SHEET ARE • f ii 5 1Q��; BASED ON ASTM E1300-09 (3 SEC. GLCT rowing no. AND FLORIDA BUILDING COMMISSION • • • • • • • • �+, •• ?.• ' ��� DECLARATORY STATEMENT DCA05-DEC-219 • •• • • ,��o: G�� W12-08 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 9/16" MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION FOR SPACING a zs I I O 33 I I 26 2 7 T4 I I 1/2" MIN. THROW BOLT PENETRATION GLAZING OPTIONS SEE SHEET 1 PROPERLY SECURED EDGE DIST. 1BY WOOD BUCK EDGE DIST. o N \ N W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 Y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE 7XTYPIC'ALANCHORS'�' oONS FOR SPACING MWAI-DADE COUNTY APPROVED Ij II CLIPPED MULLION �I I I SEE SEPARATE N A I II II -' 0 R TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a a IF, z 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. w E~ W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) li THRU 1BY BUCKS INTO CONC. OR BLOCKS ...ptyPRODUC rBWvkI= 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) _' Fw+i� r eaoNrlos witY Ile _pCf ,. conpLy{e15 7gewRM TM1fi w� j5_a , 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Bnldi.g A n'N. - —1` ZG •i) Attelnantt No (�-(Z p DIRECTLY INTO CONCRETE OR BLOCKS IKYpiai-DeP '�112./2(/ EWtr `•D1a -'a`�- ''�T CIL - " 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1..6���. C4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .radiC �yR.ikir ro"`u Z M n m F• M W 5 f i N 11O V N OWN`" N 08 N r V W ao>m s paoo��pp 0 ai rMC d O e a W LL L6 J Z M Q a w ch (3 �I J o � o w o V) � of 0' (n In 3 0M o O o0 Iw ro:2 7A 7 Imo, #14 SMS OR SELF DRILNG SCREWS (GRADE 2 CRS) ¢IJ I 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS O OR 33 INTO METAL STRUCTURES (HEAD/JAMBS) B V DOOR DETAILS - I I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE • • • • • • • • • • • • BALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)25 Ii STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)��f��i�(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) . JTYPICAL EDGE D15 . T0562 NTO CONCRETE AND MASONRY = 2-1/2" MIN. -✓NTO WOOD STRUCTURE = 1" MIN.•° ANCHORS INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • _EDGE DIST.EVATIONS • • • • • • • • • : • • TE OF (45�� drowing no. FOR SPACING WOOD AT HEAD OR JAMBS SG = 0.55 MIN. • • • • • • • • • • • ' CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • • • • • • • yQ �OP.• ���� W� 2-�$ C-90 HOLLOW/ I FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • • • • • • • • Zi ®Q L ��/rllr I11111 sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 1/4' MAX. / 1 4" MAX. �ft w © CONCEALED FLUSH BOLTS O o SHIM LEVERS AT STILE FACE SHIM 3 1BY N WOOD BUCK Z m 3 O h° TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 ACTIVE LEAF Q Z N a a <e 0 _ zs 13 _- d'op`o o' 24 OV JIL W> N xmx• SEE ELEV. o FOR SPACING V C m p aoo METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL FOF EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY EXTERIOR O W. aWZLL� Jt.m°a LOCK OPTIONS Q Z. f #1 OR #2 � `(OPTION 2 SHOWN) SEE SHEET 7.1 = FOR DESCRIPTION 1/4" MAX. SHIM J N m V) ^ 2BY WOOD B K m o OR WOOD STIRTURE z w EE NOTE HEET 1 z Fn u 3 57 M o0 � Z 3 � w N (2, �v w w N W TYPICAL ANCHORS SEE ELEV. FOR SPACING i ft UCF "Nvwu c a b '+ PtYInE with *. ruder i•,.nNu !fr-tz20.1f �a glm Sian F1et� o 4 POINT LOCK ASSEMBLY Brde�� ISADDUC f REYISfii es copplytagwsth tYe Fu" o 0 ACTIVE LEAF b+tding Cw0of Z $ o $ • • • • • • • • • • • ��'.• ACENs�c _o 1I • • • • • • • 1 7 'z drawing no. � DOOR 11'ETAILS • • • • • • 000 • • RfA ttt 11111t of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. _ O 22 4 2 GLAZING 01 i SEE SHEET 0 a ti O � a � o � W � 0 W N I I I a 4A 2 O 22 a i O 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING s w w I C C METAL STRUCTURE SEE SPEC SHEET 4 EXTERIOR D.LO. 42 AT 86" HT. 37' AT 98" HT. MAX. SINGLE SIDELITE WIDTH TIONS #12 SMS 1/4" MAX. H AT 5" FROM ENDS a. SHIM AND 11' O.C. MAX. 5 6 DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS_ SEE ELEV. FOR SPACING w Z m J m 2 W h N Q Qf x� a 0 o 0 V W N WN %% V o�m m o Q a G po y In b O ry Q Lu D w V): m Jzm¢� Qwmf 0 � U m J o m o m (n �- v7 w of z fn i~i1 m m 3 � o O o � I0 00 J v> < Z N J M w 0 00 w W W 3 w Z d�2.SS EXTERIOR 39 3/4' (SINGLE) ITH 76" (DOUBLE) • • • • • • • M►X. DWR FR#ME•WIDTH• • y o • • • • • • • .� o • • • • • • • • m o w MAX. UNI FRAME • TH ®� O -RODUCT RE nEAjw • • • • • • • • • • • • • ..`.°sYrf'�7�'. as cneplYint +ith ttlllt lTt •RODUCCREYfB6D ��;..•aOBNs' ' awding Cnde ax wmpl,iag with lYs rs-k. F Aeecbinding C,+da EYpi tioo Ostc_ Gj A eptancc No ! a 31 • ('S _ . 70M _ • • • E�pirlda Drtza.ly„(,1L010 i7 >Ki.m1 DWe � � • � '. 0 i • iy,•IB•ck Cr•e+ • T OF Cy�� drawing no. •• ••• SIDELITE DETAILS 1/4" MAX. SHIM 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. oFOR SPACING 8 AS REDO. O SEE SHEET 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o w m ro 0 m 3 n O m Z W �' n a Q a $ 00 5 3 o w0`^ IL N O t LL Q H r Wei � 0 o0 0 .E. 0 .3 t 2 d Q W j LL I:ia W Q j 0 Q wOMi j O U m J v> IJ I M F" to r w } �� LL n 'a 3rM° oS U ;5 10 Z 34 m g 3zo to Q C 4 .... U w P, JW O i P c� oW RL lo o 33 SEALANTS: > �_ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT..,c y 31 caoW g witty ad � tm —PMoS with tlt na4ft '�'.'' OEN3p -'•: V ' 17e1tlitgocode Wording Ctdt '•, ^ ° �F. Accept eeNo l$^IZZO• A—pm..No /A* tl3/rJ• 13 _ • �. ,70552 Elpirstinc 0,11 • • • �p • Otte ' • d � T 5 201 _ u" I BY • M6ai �` .+. '` • • •• �. T"" • • I EOF drawing no. ••• • �� �\�� M2-0 ITEM B PART $ REflD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DW. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM I I I II I I I I II INACTIVE ACTIVE HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION A2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8. FROM TOP AND BOTTOM LOCK FASTENED Td STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) MB-32 X 1/2" FH MS I LAC1NE AINACTIVE ACTIVE ►RODUCf REYWO u t•rplyiae .ith the Fl.,N, Aetxpdac<No I y =,` Cade its- S 8�ptratae qte� i z�l (c� PRODUL-T RE VM w--rAyiae with QR rmftr• 8eidi-9 Code • • ERzpiinn 7vo (�-I ziQ �• • • • • • • � • "le • • • 11111ntn1TT� �� ��: i'^un F:NSF '•: V ' • • • • •• • • • • • • •• • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a, Z n m Z ry w 2 N Qa Q„ 00N o alaW � la H 0U cr o paco° 0 N N Q � • M H a W (n o Jzm¢� Q wmir Ella m- !� � drawing no. W12-08 I11` sheet 7,lof g E i j� 4.000 .625 1.625 I� 2.062 1 DOOR FRAME HEAD/SILL 4.031MT17 076 7 LEAF f-1.J50 4.750 ,.5G7-� TOP/BOTTOM RAIL .803 .045 1.047 I� to GLAZING BEAD 85/16" GLASS �_.394 I�.130 .803 .045 "CIF -�I 1.172 BEAD 1s GLAZING BEAD INSUL. GLASS 500 312 ] 6 LEAF W'STRIP ADAPTER 12 I.584 �1 LEAF ALIGNMENT BRACKET Jso zet 375 s'RObUCi .125 +s rnmpRgiffg wd!Y"t 125 1.574 3.781 Buitling Codc 4cccpfanct No�� By L 3 HINGEEAF BACK CLAMPeP�am. D.d ►naseA 1.250 • • • • • • • • .710 • SIDELlFrE "LION REIMFORClr: • • • • • • • • \\\\\t11®11�1°111j 4pC�J •RODIX P REYMM 4.188 • •• • • •• s6*yde+ngP7CYitt-tlgt with ti• F.Ak j•-• • �'•, `, TA. 70I5DD9PFO2 .8 .••• ��'E�4�/\ '_ 07A• 000 6 SIDELITE SLIP ON JAMB / iff \\\ \` 1!g O H W O JN�'f0 d w C o w � o>A 0' O - 0 a E Q WJoJ n �L Z_ J O m Q W pl o J q Z n U r LL tei c . o .. LL - m Q w f � .803 $-.050 � �I 1.047 14A GLAZING 7/16" GLASS 7.531 7A 3.719 1.507-1 .078 8.250 [mo-- 4.OGG- 4.781 O.094 SIDELITE t.so7p 1.750 TOP & 1.625 .078 BOTTOM FRAME 4.719�{ .078 � 1.750 1.507 4.000 9 LEAF HINGE STILE O J U J vi U W V) z V)F� 0 0 � 0 N W m of .�h w < 4 L o "7 N i � J � 14 �Uj � F s.3°a-�{ 4.000 =75.312.442 2.0817.507 .078 10 LEAF LOCK STILE 1.750 BOTTOM RAIL 9" r.329 U.812 J� 2 FRAME COVER 3.719 1.507-1 y o00 1 625 N o ? w ; z F F i i o w 3 5.344 078 1.750 2.081 1.507 roi 1�.687 .050 7.197 .154 � a 76 SNAP COVER {� 4.000 �i n LEAF ASTRAGAL STILE a8.281 5. e v 1.500 625 4.000.078 �4. Y_097 3 DOOR FRAME JAMB p 1 s00� .719 i00 1.507 s SIDELITE FRAME JAMB o< m u c w r0 n f " � 4�--4.000 SIDELITE 9" BOTTOM FRAME no.drawing \sheet\sheet B of 9of 9 ss• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V� z2 22 � w m 0 22 N m Z M N Z 0 ClLn xx / a�- oao 11 <°s o ulna Ir H OLL o Q W j N LL Zm : Jima.W; Q W to f F O z J � S � � � n U � v DOOR FRAME CORNER UA w ()w SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER o 03 0 n 0 _ m Z �w 3 Zr n w 0 J 0 J II.I 03 C� No� 12 •RODUC C IIEV° I✓iIli a € tomplyi.9 witY they"" u be.di 'Cade Aoceptaece No I k-a319. t 3 u� o a E.p1r.s.. D-,tll` dL?.j.� I')yyy I /1 �ti DRDDUC7 dfiP"E�V1� 6, \ CL< < • �+� r rnnWYlalt with am ib4o Ma'tJ Wdr P Ca�.d y • ioldi+•wde • • • • • ° o • Aceeplan•N �a^�Z�•«• • _ _ • EYpintla•Datt 21Z�. • J. o • r>♦• ••• • tilt llllt O �Vq ri �: CENB(r i • • • • • • • • • • ••• • •• ST E OF &6/�� drawing no. �• •••.i•• • �S•.Rz toP.• C�®�� W12-08 LEAF CORNER sie®I�Lt��` sheet 9 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY RM 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.gov/economy PGT Industries, Inc. • 1070 Technology Drive • North Venice FL 34275 ' SCOPE: • This NOA is being issued under the applicable rules and regulations governing the tine of cphSti rtion materials. The documentation submitted has been reviewed and accepted by Miami' Me Counly'PER - Product Control Section to be used in Miami Dade County and other areas where anowed:by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Fou" Product Cpntrol Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reser4e Na right to have this product or material tested for quality assurance purposes. If this procluct o4material• fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Mf3 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 DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 I MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall ear 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. its NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries, 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. 08-1112.09) ' • . • 2. Drawing No. MD-720-820.1, titled "Fixed Window Installatiori'Giidelines'',• ;Beets 1...... through 11 of 11, dated 04/12/13, with revision C dated 60417, pr%awed by:"": manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' • • • • • • • • ; • • • ...... .... .... . B. TESTS " •• •• ••••'• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading p4lYZ, TAS,; 94 ....:. 2) Large Missile Impact Test per FBC, TAS 201i94 . : 0000 • 3) Cyclic Wind Pressure Loading per FBC, TAS%91-44 , • • • • • ' along with marked -up drawings and installation diagram of a PVC sliding gfTA*door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105. 01) Manuel Per z, .E. Product Control ajyiner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBQ.St. Edition (2014) and FBC 611 Edition (2017), dated 09/15/17, pr!parad by ...... manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • . • 2. Glazing complies with ASTM E1300-09 """ • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources•�AEJ�). • • • • E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Luc. for:th%r. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers'Oaaied Ol ji9t}7, expiring on 07/08/19. "" 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , .E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 694-H4ition 00000 (2017), dated 08/29/17, issued by manufacturer, signed and sealed %y Ant Tdti� Lynn 09 Miller, P.E. ..... .. .. ...... 2. Statement letter of no financial interest, dated 06/09/17, is$�,l�y manufacturer,. signed and sealed by Anthony Lynn Miller, P.E. 0 . . 3. Proposal No. 16-1372B issued by the Product Control Section, �....dated.11/09/....16'signed 0 by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dal;gD�J09/16,signed by Ishaq Chanda, P.E. ; ' : .. ..••:• 5. Laboratory compliance letter for Test Report No. FTL-7212, date Q312Ii;1,•signed and sealed by Marlin D. Brinson, P.E. • • "" ' (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control Ex ' er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • * 0 2) Uniform Static Air Pressure Test, Loading por FOC,, 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.I43-94 • • • • �' 6) Forced Entry Test, per FBC 2411.3.2.1, and 11IS202-94 ....� 7) Drop Load Test, per CPCS 16 CFR 1201 (CaY :2)'!.nd A9N %97.1 .. .. .. . (400 foot-pound impact) ....:. . along with marked -up drawings and installation diagram of a selaes*PIV762Q� PW7720 .... • aluminum fixed window, prepared by Fenestration Testing Labvratgry� Inca Test• :....: Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Itl lrrfis Orteja,' E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez �Vroduet Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). y- 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER - ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF — THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFL.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. 1 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY T OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELC( ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97 1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH _ 45-i/4"VISIBLE LIGHT WIDTH 6-1 /2" MAX. r-►B. SHEET. 96" C BUCK SHEE HEIGHT 93-1/4" VISIBLE 12" MAX. LIGHT O.C. HEIGHT 97" TIP -TO TIP HEIGHT B 12" MAX. O.C. 6" MAX. TYP, FLANGED FRAME ELEVATION 1}T_ J FIGURE 1: GUIDE TO SHEETS 12 O.C. 1 Z- TABLE 1 T# Description Sheet 1 7116" Lami (3116' An - .090" PVB - 3/16" HS) 2 2 7/16" Lami 3116- HS - .090" PVB - 3116" HS) 3 3 1-1/16"L.ami. IG (3/16"T - 7116" Air - 3/16'An -.090"PVB - 3116" HS) 2 4 1-1/16'Lami.IG(3/16'T-7/18"Air-3116'HS-.090"PVB -3/16"HS) 3 5 7/16" Lami (3/16' An - .090" SG - 3116' An) 4 6 7/16' Lami (3116" HS -.090" SG - 3/16" HS) 5 7 1-1/16"LamI.IG 3/16"T-7/16"Air-3l16'An-.090'SG-3/16"An) 4 8 1-1/16"Lami. IG 3/16"T-7116"Air - 3/16'HS-.090" SG-3116"HS) 5 DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE 8, SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. -� D. SHEET 7 C 1 E, SHEET 96" G, SHEET BUCK '------- HEIGHT 93-1/4" VISIBLE LIGHT I HEIGHT 5" MAX. O.C. 1 TYP. EQUAL -LEG FRAME ELEVATION "SG" = "KURARAY SENTRYGLAS• INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. 2" MAX. 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 2" MAX_ H, SHEET 9 E, G 9 / VISIBLE LIGHT HEIGHT / 96" i BUCK i HEIGHT F. H --►� 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH I-- WIDTH WIDTH WIDTH �{ T r ---� T ----� -rr- � Tc_)11 rL_ _, f-WIDTH-I f-- WIDTH WIDTH WIDTH T�-- ---� T ..--:.Tr- . r • Ln �' w • %� t7• � • � • %i WIDTH �-{ WIDTH --{ I-- WIDTH --{ WIDTH �{ f Tl 11 A`711 T �� • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU U M Y O > slop C7 N w �wW'- D_ R J a� W �Z J Z �0 2 Np W UU00 ej W O � oN W o> Z Z 0 z rn o O O o U J j W u. O J Q J W ldd4$ ® N Z �b , u LU F F O 0Z z !w5 O Z � ¢O w O O W 2C W Z W Li CO D_ ail it sap s gas NV LYN/y / * No. 58705 ct VIE fF �O� •. (V ` i Cis •'F10RIDP..•'G��� S70NAL A. LYNN MILLER, P.E. P.E # 56705 Window Design Pressure (+/-, psf) for Glass Type 1 Lona Side, Ti b Ti in 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +1-80 +/-80 +/-BO +/-B0 +/-80 +/-80 +/-80 +/-80 +1-80 +/-g0 +1-80 33 +/-80 +/-80 +/-80 +/-80 +/-BO +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-BO +1-80 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-79.8 +/-79.4 37 +/-80 +1-80 +/-BO +/-80 +/-80 +/-80 +1-79.7 +/-77.2 +/-75.1 +1-73.4 +/-72.2 39 +/-W +1-80 +/-80 +/-80 +/-80 +/-7B.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +1-80 +/-80 +/-80 +1-79.8 +/-77.2 +/-74.3 +1-71.3 +/-67.9 +1-65.1 +1-63.4 +/-61.6 - 43 +1-80 +1.80 +/-80 +1-77.4 +1-74.3 +1-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58,2 F 45 +1-80 +/-80 +1-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +1-59.7 +/-5Z5 0 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +1-63.5 +1-60.3 +/-57.7 49 +/-80 +/-79.3 +1-75.6 +/-71.9 +1-68.3 +1-64.9 +/-51.5 +/-58.2 a 51 +1-W +1-77.5 +/-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 y 53 +1-79.1 +1-75.6 +1-72.4 +/-68.8 +/-65.1 +/-61.5 >� 55 +1-77.4 +1-73.8 +/-70.5 +1-67.3 +/_63.5 y 57 +/-75.8 +1-72 +/-68.6 +1-65.3 59 +/-742 +/-70.3 +/-66.8 61 +/-72.7 +l-68.7 +/-65 63 +/-71.2 +/-67.1 65 +/-69.7 +/-65.5 67 +/_68.3 68-7/8 +1-67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EUUAL LEG WINDUWS, SUN I HAU 11" FKUM I HE I IP-I V-1 IF UIMtNJIVN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, Ti b T in 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-BO +/-80 +/-80 +/-80 +/-80 +/-W +/-80 +1-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 37 +/-80 +/-so +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 41 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-76.7 +/-73.5 +1.70.9 +/-59 43 +/-80 +/-80 +/_80 +/-80 +/-80 +1-80 +/47 +/-73.1 +/-69.6 +/-66.9 +/-65.2 F 45 +/-80 +1-80 +/-80 +/.80 +/-80 +/_77.8 +/-74.1 +/-70.3 +/-67.5 +1-63.9 0 47 +/-80 +/-80 +/-80 +/-W +/-79.2 +/-75.4 +/-71.7 1 +/-68.1 +/-65.1 F 49 +/-80 +/-80 +/-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 - 51 +/-80 +1-80 +1-80 +1-79.4 +/-75.3 +/-71.3 +/-6T5 y 53 +/-BO +/-80 +/-80 +/-77.7 +/-73.5 +/-69.5 55 +/-80 +/-80 +1-79.6 +/-76 +/-71.8 57 +/-80 +/-80 +/-T7.5 +/-73.8 rn 59 +/-80 +/-79.4 +1-75.4 61 +/-80 +1-77.6 +1-73 5 63 +/-80 +/_75.8 65 +/-78.8 +/-74 67 +14T2 68-7/8 +/-74A 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR IN I EGRAL FIN AND EUUAL LEG WINUUWS, SUCI RAU I " FKUM I Ht I IF -I U-I IV UIMtNWUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK INTERLAYER EAT STRENGTHENED GLASS 3 4TERIOR - LONG SIDE BITESHORT ESIDE GLASS TYPE 1 r LONG SIDE--�I T SHORT / SIDE 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/1 61, NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3116" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 7/16" AIR SPACE 3/15" ANNEALED GLASS SHORT .090" PVB INTERLAYER SIDE 5 I 5/B" GLASS BITE LONG 1 3 d 9 SIDE EXTERIOR a 7s1 21 13 GLASS TYPE 3 - SVjT • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• ••• ••• •• •• W b�2 Y w .a v O w U) O o O F U) J W ' f` L' J 81 OZ Z LL o c� J ae v oip o = W U c) ®� W _ UJ ♦- W < 0 oN HMO > a Z O oZ o p U) U f- g W J 0] LL O N J Q Q H laa4s 1n W x U) O W Z < O Z D' IL a Iaas ¢ o o Z ¢ w � 0 W U' r X W 1Z au�/ 0 Sao d s ,.as \11111I III/,/ / 00` G NSF * No. 58705 *� i�0� T7M F: 4 - - 0N' 11 A LYNN MILLER, P.E. P.E # 58705 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Lonq Side, TiP to Ti in 6&7/8 73 77 81 85 89 93 97 101 1 105 110-1/2 113 117 121 125 129 1 133 137 141 145 31 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +I-80 +/-80 +/-80 +/-80 +/-B0 +1-80 +/.80 +1-80 +/-80 +/-80 +1-80 +/-80 33 +/-BO +/-80 +/-80 +/-80 +/-BO +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-6o +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 35 +1-80 +/-Bo +/-80 +/-80 +/-80 +1-80 +/-80 +/-8D +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 37 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-BO +I-80 +/-80 39 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +)-80 +1-80 +/-BO +1-80 +/-80 +/-80 +/-80 +1-80 41 +/-80 +/-80 +I-W +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-so +/-80 +1-80 El - 43 +/-80 +I-80 +1-W +/-80 +1-90 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 F 45 +/-80 +/-BD +/-BO +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 S 47 +/-80 +/-8D +/-W +/-80 +/-W +/-80 +1_80 +1-80 +/-80 +/-80 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 51 +/-80 +/-80 +/-80 +/-80 +/-W +/-80 +/.80 53 +/-80 +/-80 +/-80 +/-80 +/-W +/-79.1 0 55 +/-80 +/-80 +/-80 +1-80 +/-78.6 in 57 +/-80 +/-80 +/-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +/-79.3 63 +/-80 +/-BO 65 +/-80 +/-80 67 +/-80 68-718 +/-80 1)IIP-IU-IIPUIMENSIUNSSHUWN. FUR INILUKALFINANUtUUAL LLI .INUU-, JUCI RAVI rrtum lnc lir-Iu-III'uirvlcrv�Iury lry inc iro�c l�vcicnmivc ins 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK .090" PVB INTERLAYER 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 4 11 5I8" GLASS BITE EXTERIOR a GLASS TYPE 2 GLASS STACK 7/16"LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 11 5 n LI 5/8' GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE I_— LONG SIDE SHO SIDE y —I SHORT I— J� 'I SIDE 'T EXTERIOR LONGSIDEas vu a 13 GLASS TYPE 4 SHORT SIDE / LONG • •� • *ICE • •• • • • ••• • SHORT SIDE • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••••• ••• • • • ••• • • NO CHANGES THIS SHEET W 0 t+1 Y Q) ❑ "ab > N po v O O a7o0 O O (7 N w W i e I O J O Z W ^ x Z J Fg u ❑ lD 2 W NID 60 o ® W ❑ ~ W a (0 oN 7MO rn a o z 0 U) U J J Q J Q F O IaauS ® m U) z Lu j N (n /n f- O 1n W z y Z a aIo g O �' Z N W ❑ W C7 e X W 5 LL ❑ O. a181 'sap s ,as \\ 1 I1111111//1j/ ` NL CENS,, i No.58705 v �_ OF 4 '.'O<ORIDP... ',// 'O/NAL ECG \ A LY /tJ w�I LLER`P.E. P.E # 58705 TABLE 5: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/_, ps{) for Glass Type 7 Long sloe h e&7/8 73 77 78-3t4 81 85 89 93 97 +90/-137 101 105 109 t10-1/2 31 +901-130 +9131-130 +gm_130 +901-130 +90/-130 +9m-130 +90/-130 +90/-130 +9m-130 +9m-130 +901-130 +90/-130 33 +901-130 +9m-130 +9m_130 +9m-137 +90/-170 +90t-130 *900-130 +90/-130 +90/_130 +9m.130 +90/-130 +gp/.130 +90/-130 35 +91Y-1 JO +8m-130 +901-130 +91)1-130 a9m-730 *9m-130 +90/-130 +901-730 +90/-130 +900-130 +9m-130 +90/-130 +90/-130 37 +901-130 +Bm-130 +9m-130 *9m-130 +9m-130 +9m-130 a90/-128.3 ♦901-125.4 +90/-1t4.8 +901-722.8'+90/-129.1 +901-112.5. +9m-110.4 +01-118.1 +901-108.6 +90/-118.1 +90/-/06.9 +W/-118.t +90/-106.3 39 +9m-130 +931-130 +90/-129.4 +9m-127.5 +9m-125.4 +90/-121.5 +901-118.1 41 +9m-130 +9m-128.3 +9p/.121.2 +9m-118.9 a9m-1t6.4 +90/-113.6 +90/-110.5 +90/-107.2 +80/-103.9 +901-101.3 +Bm-99.4 .91Y47.7 a9m-971 43 +90/-1293 +9m-121.5 +90/-115.8 +9m-113.8 +9m-111.4 +90/-107.5 +901-104.2 +9m-100.6 +901-87 +9m-93.8 +901-92 +9m-90.9 +9m-90.5 45 +9m-122.9 +9m-115.8 ♦90/-111 6 *9m-109.7 +ggI.107.3 *9131-102.8 +9m-98.7 +9m-85 +90/.92.3 +91Y-90.1 +!-87.9 +em-85.9 +130/-854 47 +9m-118 +bm-1127 +8m-108.1 +9m-108.1 a9m-103.5 /-9 8 +90 8 +9m-94.4 +9m-91.5 a/.89.1 +/-86.7 +80/-84.4 +8m-821 +Bm-8t.3 � 49 +9m-114.2 +9m-109.6 +9m-104.8 +9m-102.7 +90/-100 +9m-B5.3 +9m-91.8 +/-88,7 +/-8fi +8(V-835 +801-81 N-787 +/-T7.B 51 a9m4109 +em-1063 +91X-101.8 +90/_99.6 +Bm-98.9 +90/-92.7 +/-BB.J */-88.2 +Bm-83.2 +80/-80.5 '. N-77.9 H-754 */-74.5 rn 53 +Dm-107.7 *9m-102.9 +901-987 +901-96.7 +9d-94.1 +9m-90.4 +/-87 *Bm-83.7-77.] 9 55 +9m-104.5 +901-99.6 *90/-95.3 +9m-93.7 +901-91.9 +/_863 +80V-84.6 +801-87.3 +/-78.1 H-75.1 +/-72.2 *b89.8 H88.1 57 +9m-101.5 +9m-96.4 +901-82.5 +901-81 +/_88.3 +Bm-86.1 180/12.6 +/-78.9 +/_75.6 +/-725 *1-69.9 +1467.9 59 +9m-98.5 +9m-W.5 +/_90 +1-88-5 a8d-BB.B *Bm-83.8 +Bm-80.3 +/_76.7 +/.73.3 +/-70.3 N-88.2 61 +901-95.6 +I7m-91.3 +/_87.7 +Bm-862 +Bm-84.3 +0-81 +/_77.9 +/_74.5 +/-71 +/E8.7 ' 63 +9m-92.2 +/.88.1 +80/-84.3 +80/-82.7 a8m7 +1-77.3 +l_74 +/-71 +/_BB.B 65 +9m-812 +/-87 +BO/-83.2 +Bm-81.6 a/-79.8 */-78.7 */-728 +/-70 67 3 *Bm-BS *Bm-Bt H-79.4 +/-77.3 +/_73.7 a/-70.5 68-7/e +/-87.3 +Bm-83.2 +/_79.1 +1-77.4 +I-75.2 +/-71.8 +/_69 _ I 73 +801-63.2 H-794 +/_75.1 +/-73.2 _ 77 +/-79.1 H-75.1 +/-71.4 +/-89.9 76314 */-77.4 +/-73.2 +1-69.9 +1-68.8 1) TIP -TO -HP UIMtNSIUNS SHOWN. hVK IN ItGKAL YIN ANU tUUAL Ltli WINUUWJ, JUCIKAU I 1-'rKVM IHC I IV -I V-I IV UIMCNJIVN IN IMt TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK mot\ .090" SG INTERLAYER 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 4 11 5!6" GLASS BITE F~ LONG SIDE 1-2 I EXTERIOR SHORT 20 13 SIDE rt ncc Tvnn c �- LONG SIDE -yl SHORT SIDE f TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK � 7/16" LAMINATED GLASS STACK T 3116" TEMPERED GLASS 3/16"ANNEALED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER � SHORT I _ SIDE f 11 5 T} 5/B" GLASS BITE LONG 12 SIDE EXTERIOR s]e 21 13 �I GLASS TYPE 7 •• ••• • • • • • ••-I • �1 SHORT • • • • • • • • SIDE • •• • • • • ••• • •• ••• •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • 000 • • 0 ••• 0 0 W � < ch Y O O pv � y rn x 04 u z � Q o az LL a Z cop 2 UJ U U � W � < � 0 -ON OMO W o Z m a z O U-) U F g � Q W � Q F LL o V ® m � Z W � laav5 O W Z Q � Z LL• a ioa5 � o a Z w W � cJ X W ti 0 n. F �Fp - AL1 ]A]LYN�I�IL1 R, P.E. P.E K 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Lmg Side, Tip to Tip (in) 63-7/8 73 77 78-3/4 81 85 89 93 97 101 105 1 1D9 110-1/2 113 117 121 125 129 1 137 145 31 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +9D/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 33 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9D/-130 +90/-130 +90/-130 +90/-130 +901-130 +9G-130 +9d-130 +90/-130 +901-130 +90/-130 +901-130 35 +90/-130 +90/-130 +90/-130 +90/-130 +90%130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +80/-110 +80/-110 37 +901-130 +90/-130 +901-130 +9p/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +9D/-130 +901-130 +901-130 +90/-130 +9&-130 +90t-130 +90/-130 +901-130 +80/-110 +80/-110 39 +90/-13D +901-130 +90/-130 +90/-130 +90/-130 +90/-13D +90/-130 +90/-130 +M-130 +90/-130 +90/-130 +901-130 +90(-130 +90/-130 +901-130 +901-130 +801-110 +801-110 +80/-110 +80/-110 41 +90/-130 +901-130 +9D/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +80/-110 +B01-110 +801-110 +801-110 +80/-110 +80/-110 43 +90/A30 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +001-110 +80/-110 +8p/-110 +80/-110 +801-110 +80/-110 +8p/-110 45 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +80/-110 +80/-110 +80/_710 +80/-110 +80A 110 +801-110 +80/-110 +801-110 47 +901-130 +901-130 +90/-130 +90/-130 +90/-130 1 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +80/-110 +801-110 +80/-110 +801-110 +801-110 1 +801-110 +801-110 +80t-110 o 49 +901-130 1 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90i-130 +801-110 1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 n 51 +9U-130 1 +901-130 +90/-130 +90(-130 +901-130 +90/-130 +90/-130 +89,41-128.9 801-110 +80/-110 +801A 10 +80/-110 +801-110 +801-110 +80/-110 +801-110 I' 53 +90/-130 +90(-130 +90/-130 +90/-130 +901-130 +91Y.130 +88.8/-128.1 +8D/-110 +80I-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 55 +90/-130 +901-130 +901-130 +901-130 +90/-130 +88.8/-128.1 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 to 57 +901-130 +90/-130 +901-130 +90/-130 +89.41-129 +801-110 +801-110 +80/-110 +80/-110 +BD/-110 +80/-110 +80/-110 t 59 +9D/-130 +90/-130 +90/-130 89.5/-129.1 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +BO/-110 w 61 +90/-130 +90/-130 +89.6/-129.2 +80/-110 +801-110 +80/-110 +801-11D +80/-110 +801-110 +80/-110 63 +90/-130 +90/-130 +80/-110 +80/-110 +801-110 +8U-110 +80/-110 +80/-110 +80/-110 65 +90/-130 +901-130 +801-110 +80(-110 j +801-110 +80/-110 +80/-110 +801-110 67 68-7/8 +901A30 +801-110 +g(y-110 +Bd-110 +BOI-110 +80/-110 +80/-110 +80/-110 +80%-11D +901-130 +BN-110 +80/-110 +80/-110 +80/-110 73 +80/110 +801-11110 +80/-110 +801-110 +80/-110 +80/-110 77 +a10 80/-10 a CA 0 7 80`-0 +801-110 +80/-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK .090"SG INTERLAYER 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 4 t1 ' BITE 4rok EXT 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK GLA 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 11 .090" SG INTERLAYER 5 5/8" GLASS BITE TABLE DIMENSIONS MAY BE { ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG L SIDE T LONG SIDE SHORT SIDE — y SHORT 1 SIDE 1-2 LONG SIDE �I } EXTERIOR a 5-7 21 13 SHORT LONG SIB► 000 • /• • • • SIDE GLASS TYPE 8 •� • • • • • • • • • •• • • • • ••• • •• ••• •• • • • log SHORT I_ SIDE f • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • Log: • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 PRODUCT REVISED u cemy4i g with the Florida Builder Code Aw No Expat>Qffam. os Dxe V-0 "1 . JR - 03/16/18 - UPDATED VALUES AND SIZES_ z W z >_ c2 a 2 W ❑ =a Q ] O 0 Of Q O OJ M a z Of N W O o v z e U ❑ 2 W �� W Q UUo ®� W — D i � 1- � oN Lu o o d Z v 0 ttv J Q W m Ll O 1aa45 ® ry rn (n z W Of a D (n to F O ❑X O z a r°5 o a Qo w O Q W z X W ti a;�l ❑ 'sap o_ s �ia5 NV LYN/v LCENSFM��(�' i •k No.58705 *' 4/ 0 WATO CV�� c�SXN ZOR topG . .S/0NAL E� ` /�/1/11111111\ A LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-314" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET I1 EMBEDMENT EDGE DISTANCE MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT I WOOD BUCKSTRIP, 1 /4" MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ' � SEE TABLE 8, THIS SHEET CONCRETEICMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D 1 /4" r MAX i SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8 THIS SHEET EMBEDMENT EDGE DISTANCE EXTERIOR rX • qi 115 VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH-2-3/4" �I WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin #12 or #14 410 SS Screw Southern Pine SG-0.55 9/16" 1-3/8" 12" Alurrinum 6063-T5 min. 318" 0.063"' 12" A36 Steel 3/8" 0.063" ` 12" Steel Stud Gr. 33 min. 3/B" 0.045" 18 Ga ' 17' #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 17' Alurrinum 6063-TS min. 111. 0.063" ` 17' A36 sleet 318" O.M. • 17, Sroel Stud Gr. 33 min. 3/8" 0, 045" 18 Ga ' 1T 1/4" 410 SS CreteFkx Ungrouted CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 17' 1/4" Steel Urcacon Concrete min. 2.85 ksi 1" 1-3/4" 17' Concrete min. 2.85 ksi 2-1/T' 1-3/8" 17' Un routed CMU ASTM C-90 2-1/2" 1-1l4" 1T 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 1T Grouted CMU ASTM C-90 2-1/T 1-3/4" 12" - MIN. Ur s I nr<erua Lstrvrvu i nt me i� aura i nH i t. 5 �1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TT ALL HEAD TYPES APPLICABLE. } 1X WOOD BUCKSTRIP, INSTALLATION NOTES' SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND - EDGE DISTANCE LIMITS. • • • • • • • • • • • • CONCRETE PER • • • • • • EMBEDMENT 1 • • ° ANCHOR REQUIREMENT 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOW TOTAL* THICKNESS IS LESS THAN 1-i/2". 1X WOOD BUCKS ARE OPTIONAL IF UNr6CAN • BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPI•TED AS• • • • • • • • ° '2X" ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY I INSTALLATION C` EDGE DISTANCE TYPE B VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET AUTHORITY HAVING JURISDICTION. • • • • 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHPLL4WE OF A • SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • •Ma d I• • Min. Fr Mim F. • ftelScrev 0 92 ksi 120 ksi 410 Scre* • • 90 ks 110 ksi Elco UtraCon& 155 ksi 177 ksi 410 SS Elco CmtBFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi 36 S ksi 58 ks • Gr•33 Steel Wd 3 ks 45 ks • • • • • • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WIRDONOR • • • • • • • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • 000 • • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W m Y p > W N U) naa p �o V 0 } o 0 0 amo 00 v J , U) W O ' o a y LL i Z rg u D10 p Z C) = LLI o m OOo ®� _ W ❑ F r7 < U` oN `JM0 o Ui o > a Z o Z rn o O U F- 3 LL O J Z O ID tj Iaa4S ® rn � Z O J F- H Z ❑ U) aio 5 Z_ Z o w O W w U 11J W X Z QJ r LL LL ll aq�, saa s ua5 \, �oN LYN/V4i * j No.58705 0'VSTEC(7\ //ONAL1\\ A LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET — INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT �1 EDGE DISTANCE ^�1/4"MAX SHIM T + INSTALLATION TYPE G --rl— EMBEDMENT yl 114" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL ' SHAPES @ 11-7/8" O C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ 4 D 11 I VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT' EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 114" Min. Edge Max O. C. it MAX, Anchor Substrata Min. Embedment Distance S acin SHIM Southern Pine SG-- 9/16" 1-3/8" 12" Pig VISIBLE Ahmnum min. 3/8" 0.063"' 12" LIGHT #12 or#14410 SS Screw A35 Steel 318" 0.063"' 12" HEIGHT= 9 Stee d . 33 min. 3/8" 0.045" 18 Ga 12" WINDOW SouMem Pine SG=0.55 9/16" 1-3/8" 12' BUCK HEIGHT- EXTERIOR #72 or #14 Steel Screw GS Alurrinum 6063-T5 r in. 318" 0.063" 12" STEEL SELF -DRILLING ( ) —*W EEL 2-3/4" q36 Steel 3/8" 0.063" 12" (G5), SEE TABLE Steel Stud Gr. 33 min. 3t8" 0.045" 18 Ga ' 12" 9, THIS SHEET Un routed CMU, ASTM G90 2-1/2" 1-1/4" 12" MIAMI-DADE APPROVED MULLION (SEE 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksi) 1" 1-3/4" 12" SEPERATE NOA), ALUMINUM, STEEL FRAMING Concrete Onin. 2.85 ksi 1" 1-14" 12" OR STEEL STUD. SEE SUBSTRATE 1/4" Steel Uhracon Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" PROPERTIES, TABLE 9,THIS SHEET Un routed CMU ASTM G90 2-1/2" 1-1/4" 12" Concrete min. 3.5 ksi 1-1/4" 1-3/4" 17, 21 5/16" Steel Ultracon Grouled CMU ASTM G90 2-1/2" 1-314" 17' 6 ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 5 "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. r114" MAX SHIM 11 INSTALLATION NOTES. 1 USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND } 1X WOOD BUCKSTRIP, EDGE DISTANCE LIMITS. SEE NOTE 2, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHO•E11i • EMBEDMENT CONCRETE PER ANCHOR THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IPUNIT CAN • BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPtIED AS • REQUIREMENT RA "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBST RATEE OF • " WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED 0.9 ' ," AUTHORITY HAVING JURISDICTION. INSTALLATION Y� EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Min. F. Steal Scr • *10 Screw • 120 ksi 110 ksi E UIaC • r3�6W 177 ksi 418 SSaEk;•Cr�1e 189.7 ksi • E063-15 AIurlRnurR 22 ksi A36 Steel 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi TYPE F DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET • • • • • • • • VERTICAL SECTION D-D 4 IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER 4D(SW OR, • : : : f MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED ss —Ply* with the Florida Bu+ldmg cone t�!4�04p�3-�1 NO CHANGES THIS SHEET. W i co Y ❑ > N j ^ab w v O 6 nNri o a+°Dco O o 711 O �w � Of(` J t`'� a ¢ W r O J o z e Z WC) = W W o 000 ❑ LU Z 00 W c'J C7 `JMp o > rc Z O o Z rn o O F. Z ILL O r J Q Q ® U) J 1aa15 Z Q 0 U) F O Z Z ¢ ❑ O °I°'S Z O W ¢O w ❑ Q O W :__1 X u w IL anal saps �a5 /r 0tJY LYN/i/ �''•, * ; No.58705 ��Q• at;T EI '/,/'ONAL EN` 01111110 A. LYNN MILLER. P.E. P.E.# 587D5 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EDGE DISTANCE 1/4" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EXTERIOR a FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION TYPE J NTERLAYER), NOT TO BE USED WITH TYPE K EDGE GLASS TYPES 5-8, (SG INTERLAYER). I DISTANCE y I� 114" MAX EDGE DISTANCE —� SHIM i I 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I I OR FRAMING, SEE OR FRAMING, SEE 1 I V J I NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET I I EMBEDMENT L 1/4" MAX. SHIM I STEEL SELF -DRILLING SMS (G5). SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET S114" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F VISIBLE LIGHT WIDTH = I WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E PRODUCT REVISED MiplyiF g 1 hh the FM4ds e:ri!1-9 Cate Acceptance No Ex>»ration LraEi L J I I EMBEDMENT � NO CHANGES THIS SHEET EXTERIOR Anchor Substrate Min. Edge Distance I Max. O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 3/8" 5" 2-112" x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw(G5)' Southern Pine SCr0.55 1/2" 5" 0.093" Aluminum 6063-T5 nrn. 5/161, 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 1 5116" 5" MIN. OF 3 I HKtAUJ 1,51,1UNU I Fit Mt 1 AL JUHJ I FW It. INSTALLATION NOTES 1 USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METALS THE STRUCTURAL MEMR SHALL • BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WIND(nLFRAME.• • • 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EIT*Jj 000 WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • AAaledy • • apn. Fy Min. F. Sc w • 60f3-T6AkAfrWLj1 92 ksi 16 ksi 120 ksi 22 ksl • • A39 St1bI • 496 ksi 5B ksi III G Gr. 3 St Sh P • 33 ksi 45 ksi • ••• • • • • • • • • •• • • s • • • • • • • •00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANYLY.. . N `\��.� �1GENSF No.58705 , -10 SAT OF <(/ ss/ONA1. '\G. A LYNN MILLER, P.E. P E # 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE -. NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED EMBEDMENT AND EDGE WITH GLASS TYPES 1-4 (PVB PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION 11. THIS SHEET GLASS TYPES 5-8. (SG INTERLAYER). TYPE N EMBEDMENT If1/4" MAX SHIMjo EMBEDMENT1X WOOD BUCKSTRIP, SEE2XWOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEENOTE 2, THIS SHEET -L1/4"MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, ^ t I ' / �1 SEE TABLE 11, THIS SHEET / \ USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE n SHAPES @ 11-7/8" I O.C. MAX. INSTALLATION TYPE O aOR 1IMAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET INSTALLATION TYPE N C EMBEDMENT CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE VERTICAL SECTION H. EMBEDMENT 3 EDGE DISTANCE QCONCRETEICMU VISIBLE LIGHT WIDTH = � 5PERANCHOR REQUIREMENT WINDOW BUCK WIDTH 2 3/4 WINDOW BUCK WIDTH EXTERIOR v HORIZONTAL SECTION G-G Anchor Substrate Mn. Edge Distance Min. Embedment Max O.C. 5 cin #12 or #14 410 SS Screw Southern Pine SG=0.55 9116" 1-3/8" 6.2" Alunnum 6063-T5 nin. 3/8" 0.063" ` 6.2" A36 Steel 318" 0.063" ` 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SC=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 rrn. 3/8" 0.063" ' 6.2" A36Steel 3/8" 0,063"' 6.2" Steel Stud Gr. 33 i in. 3/8" 0.045" 18 Ga 6.2" 1!4" 410 SS CreteFlex routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi) 1" 1-3/4" 11.6" 1!4" Steel Macon Concrete min. 2.85 ksi T. 1-34' 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/B" 11.6" lJn routed CMU ASTM C-90 2-1/2" 1-1l4" 11.6" 5/16" Steel lJltracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 11.61. MAX SHIM _11/4" 1 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. •'� • • • • • • • • • • INSTALLATION NOTES: • • • • • • • • • 1 USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS • • • • • • • • • • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS ••1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2•• 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE- WOOD BUCKS DEPICTED AS "2X" ARE 1-1 /2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • ! • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDG FUyL SUPS •RT TO 1$E WINDOW FRAME. • • • • • • • • fiat Mn. Fy Mn F. Steal Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Eto UtraCon9 155 ksi 177 ksi 410 SS Eko reRFle& 127.4 ksi 189.7 ksi 6063- A Ca 33 I Stud 16 ksi 361.. 33 ksi 22 W 58 ksi 45 ksi 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTWO • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. W z m Y p ^ab > W O O z a/o0 Q a0 C� N �W 10 W O� J a K O J oo y z a = W UOo ®� Ld p ILI C) W < t� cN ;JMO o r->� z o z rn $ O U 5 0 O) J F- ®� rn z z IaaLS O O H = Q z QO J alOJj Z H Q o UW Z r X Z LL LL IL auu sap : .a5 \\I11IIIlI//� / �tJY LYN/VM�' No. 58705 ATE OF FLOR101" G\�� A. LYNN MILLER, P.E. P.E # 58705 Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Corer Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/16' Lami. Glass Beading for Cures Alum. 606375 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Dum. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116' x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 1-3/32" x 4" Neoprene, Dum. 85 +/-1 29 76X1 14FPTX #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXT 77 Quanex Duraseal Spacer 78 1 lCardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90°CORNER FRAME ASSEMBLY ALL CORNERS TO I USE GASKET I AND/OR SEALANT m r�*�\—:FLANGE TERIOR EG FRAME AME 30 2.784"' .094"—-I1�-- .074" 062" 875" 10 T 438" T .00" T � T T �� .050ii0° OFLANGE FRAME 2.784" 094" _71— .074" r— .062" 1,375" TT11 500" .4�3j}88"" } OEQUAL -LEG FRAME 2.784" 094" —71+ 074" 0 1.375" .500" r 438" # f —�-�f -- .050"1.— 1.125" .077" OFIN FRAME 1 .970" lq� 1 ��— .346" 1.037" II .97�0" �y� � f ---- .346" .875" 8 .175— II p + .875" I .875" ��n �f .050" yIIIIIIIlF4Nj .050" .050, .050" T r— 050" O G/LASS BMEADING O BEADING GLASS 6a FIN STE ER I AICCOVER O FOR S BEADING O RVES Q DING HOT -MELT ALUMINUM DESICCANT FILL SILICONE 41INI POLYIS08UTYLEAL STRUCTURAL REINFORCEMENT SE,gL 5/16"NOM. POLYISO- 1/4" NOM.3116" NOW SILICONE 5/16" NOM. SEAL BUTYLENE WITH STRUCTURBUTYL 8 DESICCANT SILICODESICCANT ROLL -FORMED FOAM WFOAM STAINLESS STEEL EXT GLASS DESICCAEXT GLASS EXT.GLASS EXT. GLASS INT. GLASS INT. GLASS GLASS INT. GLASS 75 4SGITPSCE 76 SUPER SPACERe DURASEA77 SPACER L® 78 SPACERXL ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED Y FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY kANG ALL CORNERS TO I ••USE GASKETAND/OR SEALANT•• • • • s LETERIOI! L-LEG FRAME •• FRAME EXTERIOR MITERED FRAME WITH INTERIOR EXTERIOR • MITEIJED FRAME WITH INTVIOR • AND EXTERIOR FRAME WELDS S`j • • AND EX&ERADR OR.AME VIVLL� • • (SHOWN) OR CORNER KEYS AT d • • (SHOWI•j OIfICORNER K�'S AT • • SCREW BOSSES. SEALANT AT ALL CORNERS h •SCRLiO: E:SEMILANT•4T AL.COYNERS JAL FJn�( 30 • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NO CHANGES THIS SHEET. W 0 Cl) Y O p ao O `v aloe O N w O 07 W O MV w J n n ZLL "M = LLc U o ®� W U U-1 H co off ;7M0 LU r- > i Z W Z O O Z o � 5 O 0 W O ❑ Z Q o laays m ® U) Z Z jO 0 Z a� 5 O Z � X Q o � O W W 2 rn� V X > � mO a a�1u ' sao s ��as 0 \\111111111//// �'Zp.. � N.... No. 58705 OS AT 1, .1 ',//S//0NA1- \�\\": A LYI PWLL�, P.E. P. El 58705 22 22-HR 37 3/4" X 40" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) 23-HR 37 1/2" X 39 1/2" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 24-HR 37 1/2" X 52" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) [][IULLION 2" X 4" X 59 1/4" NOA 18-0129.08 ZONE 5 (+36.70/-48.90) 25-HR 74" X 59 1/4" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) 27-PW 90 3/4" X 31 /8" NOA 17-0918.07 ZONE 5 (+36.70/-48.90) v 26-HR 74" X 59 1/4" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) MULLION 2" X 4" X 90 3/4" NOA 18-0129.08 ZONE 5 (+36.70/-48.90) MULLION 1" X 4" X 59 1/2" NOA 18-0129.08 ZONE 5 (+36.70/-48.90) Revision 24 21-HR 70 X 29 1/2" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) 21 GARAGE BATH 23 KITCHEN 25 H1 26 3 3-PW 60" X 32" NOA 17-0918.07 ZONE 5 (+36.70/-48.90) 1-HR 60" X 59 1/2" 2-HR 60" X 59 1/2" NOA 17-0918.09 NOA 17-0918.09 ZONE 5 (+36.70/-48.90) ZONE 5 (+36.70/-48.90) Deaw by: 20-SH 19 1/4" X 40" NOA 17-1018.08 ZONE 5 (+36.70/-48.90) 20 18-HR 37 7/8" X 52 1/4" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) 15-SGD 79" X 80" NOA 17-1218.20 ZONE 4 (+36.70/-39.70) 19 DINING I LIVING 1 s ENTRY a a o C 6-HR 66" X 63" 7-HR 66" X 63" NOA 17-0918.09 NOA 17-0918.09 ZONE 4 (+36.70/-39.70) ZONE 4 (+36.70/-39.70) 13 MULLION 1" X 4" X 63" 8-FD 39 3/4" X 88 1/2" ❑ NOA 18-0129.08 NOA 18-1220.11 ZONE 5 (+36.70/-48.90) ZONE 4 (+36.70/-39.70) 4-HR 2" X 60" 5-PW 32" X 30 1/2" NOA 1 918.09 NOA 17-0918.07 ZONE 5 - (+ .70/-48.90) ZONE 5 (+36.70/-48.90) MULLION MULLION 1" X 4" X 32" 1" X 4" X 60' NOA 18-0129.08 NOA 18-0129.08 ZONE 5 (+36.70/-48.90) ZONE 5 (+36.70/-48.90) Date: FOUR BLR DOORS,CORP 5743 NW 159th ST Miami Lakes FL 33014 9-HR 37 1/2" X 52" NOA 17-0918.09 ZONE 5 (+36.70/-48.90) Client: REBECCA DINAR 10110NE4AVE JOB:FB3758 MIAMI SHORES, FL 33138 aw v: BEDROOM 1 10-HR 56" X 52" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) EGRESS 17-HR 55 1/2" X 52" NOA 17-0918.09 ZONE 4 (+36.70/-39.70) EGRESS 17 18 BEDROOM 2 16 16-HR 37 3/4" X 52" NOA 17-0918.09 15 ZONE 5 (+36.70/-48.90) 15-HR 37 3/4" X 52" - Existing tube NOA 17-0918.09 ZONE 5 (+36.70/-48.90) BATH 14-HR 25 1/4" X 40" 14 NOA 17-0918.09 ZONE 4 (+36.70/-39.70) --------------------------------- --------------------------------- 13 13-PW 13 X 40" NOA 18-0430.30.05 J ZONE 4 (+36.70/-39.70) '---------------------- w i2 12-SH 25 1/4" X 52 1/4" NOA 17-1018.08 ZONE 4 (+36.70/-39.70) 11 EiilNOA 11-SH 25 1/4" X 52 1/4" 17-1018.08 ZONE 5 (+36.70/-48.90) = aak= FLOOR PLAN