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WS-17-2525 Permit No. WS-10-17-2525 +sKO1tEs y� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue�NW t000 ork:CJass�oation:y indow/Door Replacer' Perill miMiaShores,FL 3313& 0 Permit Status:APPROVED Phone: (305)795-2204 F[ORtDA issue Date: 101,30/2017 Expiration: 04/28/2018 Project Address Parcel Number Applicant 45 NW 96 Street 1131010330420 JANET MAIRENA Miami Shores, FL 33150- Block: Lot: Owner Information, Address Phone Cell JANET MAIRENA 45 NW 96 Street (786)597-7435 MIAMI SHORES FL 33150- 45 NW 96 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone $ 26,903.95 Valuation: AMERICAN IMPACT WINDOWS&DO( (305)328-0010 Total Sq Feet: 0 Type of Work:WINDOWS/DOORS REPLACEMENT 14 WINDO Available Inspections: No of Openings:20 Inspection Type: Additional Info:WINDOWS/DOORS REPLACEMENT 14 WINDO Window Door Attachment Classification:Residential Final Scanning:3 Review Building r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-10-17-65439 DBPR Fee $4.50 10/24/2017 Credit Card $50.00 $309.70 DCA Fee $3.00 Education Surcharge $5.40 10/30/2017 Credit Card $309.70 $0.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $359.70 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. a OWNERS AFFIDA t' : 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 on ng. Futhermore, I authorize the above-named contractor to do the work stated. October 30, 2017 Authorized icant / Contractor / Agent Date Building Department Copy October 30, 2017 1 N1a.ck 3os - goo - -7 / 7 � Jannet Mariena 45 NW 96 Street - Roof Height 15 Opening PRODUCT TYPE ORIENTATION APPROVAL# OPENING SIZE NOA PRESSURE +/- Calculated Pressures 100-1 Horizontal Roller OX 15-0929.13 53 x 56.125 65/65 40.4/54.1 200-1 Horizontal Roller OX 15-0929.13 56 x 50.625 65/65 300-1 Single Door X 14-1015.04 37.25 x 81.75 80/80 400-1 Horizontal Roller OX 15-0929.13 74 x 63 60.2/60.2 500-1 Horizontal Roller OX 15-0929.13 58 x 50.625 65/65 " 600-1 Horizontal Roller OX '15-0929.13 37 x 50.625 65/65 700-1 Single Hung 15-0512.10 19 x 38.375 75/75 800-1 Casement 15-0512.19 37 x 50.625 74.7/74.7 900-1 Single Hung X 15-0512.10 18 x 38 75/75 1000-1 Single Hung 15-0512.10 35.75 x 49.75 75/75 1100-1 Single Door X 14-1015.04 32.5 x 77 80/80 1200-1 Horizontal Roller OX 15-0929.13 35.5 x 49.5 65/65 1300-1 Double Door OX 14-1015.04 72 x 81.5 80/80 1400-1 Sidelite X 14-1015.04 16.25 x 81.5 80/80 1500-1 Sidelite X 14-1015.04 16.25 x 81.5 80/80 1600-1 Horizontal Roller XOX 15-0929.13 108.75 x 49.5 65/65 1700-1 Horizontal Roller XOX 15-0929.13 110.5 x 49.5 65/65 1800-1 Horizontal Roller OX 15-0929.13 37 x 50.636• • 69/15.** 1900-1 Single Door X 14-1015.04 32.75 x 81 .: :80:/.80•• 2000-1 Horizontal Roller OX 15-0929.13 73.5 X•62.23• •' • 60:2 7 66*2 . . . . . . . . . . . . . . . . . . . . . ... . . . ... . i I•. 1 . 000`0• •l• i. 111 f ' 0000 • j �... ,� 0000• • 11 I-� r _ ; . r . 40r i — - - - 0000 0.00•;.. � ., • . 0000.. 1 RECEIVED � � ~, ' ���... '.� • _ r ate--- - -•-- •- .•0000 k , -00 �- OCj-2�4 1 -4051 1-00 PERMIl � c 1 !Miami-Shores-Villa a APPROVED" IBYI I DATE " ZO NNI G;DEPT � � 1 BLD D PTi RAIUMS ENGIN.EERING,. INC. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE,2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10aW1ND•60DE DESIGN WIND LOADS IN PSF. MIAMI DADS175 MPHtVIlIND�ZONE Interior &•Exterior Zones (4&5 -Walls).Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY12 Effective Wind Area or, Tri utary Area in S uare.Feet Height 10 20 -30-1 40 - x'50` 60, (Maximum) 0.95 0.92 0.89 ,( 0.88 ! 0.86 15 40.4 -38.5 37.5 36.7 `.,36M 35.7 20 '40.8 39.7 3$ 9-� , `x,38.3" ',37$ " ` 25 •44.6 42.6 41.5 (40.6 40.0• •• •• 30 46.5 44.4 43.2 - 42:3__,/r 4117 . 40 49.4 47.2 45.9 ,� X44:9-�' .4;:1'; 6 ± 50 51.8 :004 0: 49.4 48.14( 47.1r 46.40 .45..7 60 53.7 51.2- 49.8.. `j x,48.8 1 48!j• •47.E ••: '. Interior Zone (4 ;.Walls) Negative Pressuies ... :0 Exposure C For the 175 /" h"Wind"Zone CAIEGCIRY 2' •••• :.. •: Effective Wind.AWa or,jri utary Area in S care Feet •.: • Height 10 2�,.-�`t x,`'30 40 50 60 (Maximum) -1.10' ;1.05 ;.-1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0�,,° -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 25 -48.4 1X ,,.o,--,46.4/'-46.4 -45.2 -44.4 -43.8 1 -412 30 -50.5`, +; -484 -47.2 -46.3 -45.6 -45.1 . ' 40 -53:6, '`+.=51.4 -50.1 . -49.1 48.4 -47.8 S0 x-56:2 ^ a x'53.8 1 -52.5 -51.5 -50.7 } -50.1 60 ' -58 2' -55.8 -54.4 -53.4 -52.6 -52.0 E Exterior Zories_(5 -Walls) Negative Pressures Exposure C )"For the 175 mph Wind Zone, CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30- 40 50 60 1k r .t ti Maximum) :1 : -1.29 -1.23 -1.19 ,+ 1.5r-54.117- -50.4 -48.3 -46.8 ' -45.6 -44.7. -20 - =53.4„ . -51.1 -49.5 -48.3 -47.3 -59.8' -55.8 -53.4 ?-51.7 -50.4 -49.4 X30 -62.3 -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 . ,t 50 -69.3 -64.7 -61.9 ' -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 ;-59. k., i -Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichever,is s I but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height i NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R ®FS.; ',7. MIAMI- 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.mismidadtgov/economy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). •• •• This NOA shall not be valid after the expiration date stated below. The Miar4i-Ldde Cointyliroduct Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-'Dade Cou1tyl nserve...... �... the right to have this product or material tested for quality assurance purposes. Ift. 11 product or material. • fails to perform in the accepted manner,the manufacturer will incur the expense of s1JrA testing and the AHJ •••• may immediately revoke, modify, or suspend the use of such product or material%itbiri their furrscliction. ••;•'. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade.GauxV Produc;•Cdntrol" Section that this product or material fails to meet the requirements of the applicable bnilding codd.•" •0 0 This product is approved as described herein, and has been designed to comply wNjdr Ve.Florida Building •�,;• Code, including the High Velocity Hurricane Zone. 00000• DESCRIPTION; Series Sentine1120"Aluminum Horizontal Sliding Window i000*00• APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LnuTATIONS, 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch'(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or 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. 15-0512.05 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 Jorge M.Plasencia,P.E. CMIAMMADECO NTY NOA No.15-0929.13 M= Expiration Date: September 22,2020 S (S'i�' Approval Date: May 19,2016 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No.W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11,dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. • B. TESTS •••• ' •• ...... .... 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94•••;•• ;••••; 2) Uniform Static Air Pressure Test,Loading per•FBC,TA$20Q-94 • 3) Water Resistance Test,per FBC,TAS 202-14•••• "• 60:•• 4) Large Missile Impact Test,per FBC,TAS 20194: % •••.••• ,,,,,. 5) Cyclic Wind Pressure Loading,per FBC,TAS'•g06�;94 • 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 :` • • ••••.• along with marked-up drawings and installation diagram of aseries Sentinel 120 :.o--: aluminum horizontal sliding window, prepared by Certified Test LAboratol7ess;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, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated.03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 r along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E, Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCt SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer,Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test:R.a}:bt1 NCL....:* CTLA-3056 WC,dated 04/16/15, signed and sealed by Rameth G.'Fatel,1,F,,• . (Submitted under previous NOA No. 15-0512.05) •• • ...' . ...... 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94...:.. ;....: 2) Uniform Static Air Pressure Test,Loading per FfIC,T&S.202 94 • 3) Water Resistance Test,per FBC,TAS 202-94"' • 0• •'• 4) Small Missile Impact•Test,per FBC,TAS 2DY-F4M •• .•••;• 5) Cyclic Wind Pressure Loading,per FBC,T4S.202-94 •. 6) Forced Entry Test,FBC 2411 3.2.1,TAS 2(t-A ;. "•'�• along with marked-up drawings and installation diagram of a'series*"Sen jinel";••••; ..0 aluminum horizontal sliding window, prepared by Hurricane fest faboratory,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_F 5 CEdition_(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 "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M. lasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No, 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014 abd of no 0000.. financial interest, dated 08/17/15, issued by Al-Farooq Corpor,diofisigned and sealed .• by Javad Ahmad,P.E. 6 , 0609:0 96666. 2. Laboratory compliance letters for Test Report No. CTLA-3AUW, dated 97/07/150.... : issued by Certified Test Laboratories, signed and sealed by Ramae6�. Pat;i70P'F,. 6 3. Testing Proposal issued by the Product Control Section, dated064/08/15, siA*ned by;;;;• 0000.. • Jaime Gascon,P. E., Section Supervisor. 0000.. 4. Laboratory compliance letters for Test Reports No.'s C�.A-*a056 WA, dated •; 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC;dated 0.4jj f'15, all" issued by Certified Test Laboratories, all signed and sealed by F anVl h C.Patel,P.E. •••• (Submitted under previous NDA No. 15-0512.05) 6' � 0 0*• 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. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 .TYPICAL ELEVATION 111 110' 0 FLANGE WIDTH BUCK WIDTH 5 1/2'MAXbbb_ 5'MAX �1 HEAD//SILL 5"MAX• m j Z 3 MAX. 1YP• TYP. HEAD/SILL - 5 5 MTC.SOLE - MFC.STILE \ 8 F W h `m1-F-, II 11 4 N LLL 11 F jj F E1 11 F jj F r/j r 2 0 �Id1Y /� 0 8 .O V m O II C __JL_____ II LL zN-gi N u 5 5 II iv 1A O II v ul ^ ` ` FALSE MUNTWS FALSE MUNTINS - SURFACE APPLIED 32 7/8" 32 7 AODL,.ANCHOR REOD. VZr&=F READ.( ) �" AT CENTER OF ALL PANELS (SURFACE APPUEO) 32 7/8' 32 7/8' ALL PANELSOPTIONAL DL OPG. O.L OPG. FIXED OR OPERABLE OP110NAL D.L.OPG. OL OPG. ED OR OPERABLE 0 AWK 30'PANEL WIDTHS 36 3/8' ,AT HEAD/SPL 35 3/g" A�%�Li tltOTKS VENT WIDTH VENT WIDTH C FLAB GE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0 jEC pNM1 n 110' Ej V 3 N BUCK WIDTH 3 O 5 1/2' 135/16- G 7 MAX. MAX. S' m U 12 0 HEAD/SILL TMAPX. HEAD/SILL ivg SERIES SENTINEL 120 O A2 MTc.SITIE ALUMINUM HORIZONTAL SLIDING WINDOW e ^-� PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER at oomFlVElI•with the Florida 9alldln CHARTS SHOWN ON SHEETS 2 K 3. 0 Coodde u S NOA-Nv. 15-0829.13 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expimtlon Date 09@212020 -g 11 F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-BADE COUNTY °>? e ° e APPROVED WINDOWS USING MWAI-RADE COUNTY APPROVED MULLIONS 9r c H —__- %r IN BETWEEN. Mhm'u a Praluc!control0 N� -} LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 2_VIC G3 = n o u WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS THIS PRODUCT W BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS o -- y�� m ------JL __==yt____ REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUilA1NG CODE LARGE MISSILE IMPACT P o$S=. " ---rt----- g - INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT S E u u - �000�...a I� II WOOD BUCKS BY OTHERS,MUSI•BE"1:OR:O*OPph.TO�TR4SFFiR• it LOADS TO THE STRUCTURE • •• • • • • • `I III ET MILLI u AN, 8 ANCHORS SHALL BE AS MATERIAL t SPACE•EAS SHM90NIp 11 L>�TA J.;*CHO�S/• ; �I .• ��r L EMBEDMENT TO BASE MATERIAL lIRAL0 0 0 BEIb0•W ING•OR ISO. �P•�yCEN84c•••..ANCL9 r NOT PART OR LOADING COND�ONS NOT SHOWN IN THESE DETAILS ARE FALSE MUNTINS NOT PART OF THIS APPROVAL. (SURFACEI ) 3Z 7/8' ` ' 32 7/8' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D.L OPG. O.L OPG. ALL SHIMS TO BE HIGH IMPACT,fIONILMETALI;AND ObA IOMPREISMOV-••• -?� oi- 36 3/8' MATERIALS INCLUDING BUT tZT LIMPED TO STEFi jMETAL•SCREWS f t Y 201 AIOIRIOR 9 VENT WIDTH COME INTO CONTACT WITHOOTHER WSSIWY1R MATdUAL!SHALI.•11 . ...... FIN FRAME REQUIREMENTS OF THE 2014 FLORIiA BOLDING MODEM&ImOPTEO MD�• r ir��AlAI �� .. • •_ • II t Til E bll aLlagt 1 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATION770 771' V RANGE WIDTH FI5? - _ FLANGE WIDTH r�S 8 5 1/2' �� o MAX. MAX. HEAD/SILL 5'MAX. HEAD/SILL 5'MAX. mlp ZF a• 3 5 �� -_�♦ 5 _ SfH.E � 97 -��♦ - MFG STILE m ¢¢ Z 7d 2S m I ;; II II 11 I I II 8 II 6 li ii B E1 i F ii li F 8 N 6 8 u U 6 0 W II / 11 /• .q�y� 11 / II / _ p/ M1og nit II = .- o � bLL u u O UT D 5 1 L fit 1 5 11 II X Of If If ♦ ♦ ♦ O V dC FALSE MUNlINS ADDL ANCHOR REOD. FALSE MUNfINS ADOL.ANCHOR REM. /B' AT CENTER OF ALL PANELS (SURFACE APPLIED 24 7/2'♦\ 49 5/8' AT CENTER OF ALL PANELS (SUf1FACE A P. 24 1/2" 49 5 0 NAC D.L.OPG. D.L.OPG. FDIEO OR OPERABLE D.L OPC. D.L.IX'C. FIXED OR OPERABLE D ABOVE b•P/WEL WIDTHS ABOVE 30'PANEL WIDTHS n°4�j 2B' AT HFAD/SILL 2B' AT HEAD/SBL VENT WIDTH VENT MDSH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME °�c"g D.N p Mn 710' C Z_i i4 BUCK WIDTH 5 H/SILL 5'"MAX. HEAD/SILL m 1- `MTC. — 'l- it ERO 8 � V 11 I I E2 II F li II F U g II 8 6 1, / ======I=4tE — �� e T �O I 11 II e u h p I II 11 pj m 11 II II ii 11 11 q it II m •• ••• • • • • • •• p II II • • • • • • • • _ 2 D II • �ltllll If g 11 If • • •• • • • f • eL' • •• • • • • i•• t ........... ♦ ♦ •• •IMODIM REVISEDFNTI • •• = es wmphin o with the Florida (SURFAACCEE A�pPUFA - 24 1/2' 49 5/B'' - - - BURding e e Now-No. 15-0929.13 e D.L OPG. D.L.' OPG.E ••••• •••Miam p�da•t nt • •+•Y • 28EIplr4onD 2t2a • •• • � d•Wing -. VENT WIDTH D • W.10-18 FIN FRAM ••• • • • • t �AIA1,7777 sheet 1.1 of 11 9:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF (XO OR OX SIZES) (XO OR OX SIZES) _ 11•'� a SM.NTC.BAIL. H.D.NTC.RAD. STD.NTG.RAM B.D.NIG.RAI. H.D.NIG.RAM �Y GLASS TYPES CUSS Trills MASS TWES GL169 TYTII 0m TYPIS Z °�°• 3 J FLANGE'DWS. BUCK DDIS. 'A'Q'AI','B'Q'B1' 'B'Q'Bt' FLANGE DINS. BUCK DINS. A'QA1','B'Q'BI' 'I'Q'81' 'C'Q'C1' � g WIOTH HEIGHT MOTH HEIGHT E65,01 ENT.(-) EXT.(+) NT.(-) WIDTH HUGHr WIDTH HEIGHT Dlr.(+) INT.(-) EXF.(+) INT.(-) EXT.(+) NT.(-) Z a 28-1/2' 25-1/2' 65.0 80.0 90.0 SS-3/4' S4-3/4' 65A 65.0 80.0 90.0 810 65.0 37' '26' 38' 25' 65A 80.0 80.0 8-15/18 26' 7^15/16 ZS' 65.0 610 80.0 90.0 810 68.0 yyTII CCC... 53-1/B' 610 Bo.O 90.0 - 83-1/2' 82-1/2- 65.0 65.0 60.0 90.0 65.0• 65.074' 73' 610 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 60.0 90.0 610 65.0 26-1/2' 25-1/2' 610 &1.0 90.0 8-15/16 38-3/8' -15/18 37-3/8' ob 65A 65.0 80.0 90.0 65.0 65.037' ' 36• 37-3/8' 610 Bo.O 90.0 '83-1/2' - m-3/Z" -65A '65:0 '00A 90A 85.0 85.083-1/8' S2-1/8' 65.0 50.0 90.0 55-3/4' S4-3/4' 610 65.0 80.0 90.0 63.0 610 O a 7C 73' 88.0 610 80.0 90.0 8-15/16 50-5/8' -15/16 49-5/8' - - - - 65.0 610 0 01^ 26-1/Y 25-1/2' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - -- - - 810 65.0 37' 50-5/8. 36' 49-5/8' 610 55.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 .85.0 810 53-1/8' 52-1/8- 65.0 65.0 80.0 90.0 8-15/16 6T 7-15/16 62"•�• - - - - 65.0 65.0 74' 73/ 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - 610 610 W 26-1/2' 25-1/2' 654 654 80.0 90.0 - - - 37' �, 36' 62, 65.0 65.0 . 80.0 90.0 53-1/8' S2-1/8' t 65A 55.0 80.0 90A a a 74' 73' 602 '60.2' =80.0 90.0 C (1/3w) (2/3V h O U o o W (1/2W) (1/2W) C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH §;� X N O XO OR OX' v OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO . OR U o 0 Yl'TYP. BUCK DM X'TYP. BUCK DIMS BUCK ORAS a� FLANGE FRAME ,FOUAL LEG FRAME �FLANGE ADAPTOR FRAM t l FL4TN;E DIMS DWS s� FIANCE FLANGE & FLANGE ADAPTOR FRAME . EQUAL LEG FRAME ag •• ••• • • •• •••• ••• ••fr••�•• 000•• E5 A•• • �"''• • •• on�Y•- 1 O W V Y PRODUCT REVISED _ as aomPl1r1i1p with the Ft•rlda •T i NOTE: But, no Code GLASS CAPACITIES ON THIS'SHEET ARE NCA-No. 15-O 29.13 _ $ $ E4 E4 • ••• • •• • '••• BASED ON ASTM E1300-09 (3 SEC. GUST) •0E -t:n Date 09MX2020 TE OF A drawing no. AND FLORIDA BUILDING COMMISSION •By• � W�0-�8 STD, MIG. RAIL: N.D. MIG. RAIL- DECLARATORY STATEMENT DCA05-OEC iz • y 0 r ue ntro •• 144•11 20 6 �i��� ••• • • • NhHill%11 sheetyof11 ••• • • • • ••• • • ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF r, (XOR SIZES) (XOX SIM) /A�y BSD.11TG.BAIL H.B.IM.RAIL SM.XTG.RAH, H.D.AUG.BAIL H.D-AIM LUL �Y o GLASS TYPBS DId96 TYPES !L!TTI4S CLM MU GIASS TIM Z y 3 FLANGE DIMS. . BUCK DIMS. TVAI','6'k'9l' 'B'k'Bl' FLANGE DINS. BUCK DIALS. 'd'k'dl,'B'k'BI' WIDTH HEIGHT WIO1H HEIGHT EM.(+) INT.(-) FM.(+) INT-(-) 9ADTH HEIGHT WIDTHI HEIGHT EXT-(+) INT.(-) EM.(+) WT.(-) EXT4+) IHL(-) �" a 74' 73' 85.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65,0 65.0 a4 v 6 p 106-1/4' 26' 105-1/4' 25- 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4' 25' 85.0 65.0 80.0 90.0 65.0 65.0 111' 110' 65.0 65.0 80.0 sob 111' 110' 85.0 65.0 80.0 90A 65.0 854 74' 73' 65.0 650 80.0 90.0 74' 73' 85.0 65.0 80.0 90.0 65.0 65.0 A N ly 106-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 650 80.0 90.0 106-1/4' 38-3/8' 105-1/4' V-3/8" 65A BSA 80.0 90.0 1 650 05.0 7VC 1��•q. ' TTI' 110' 650 - -65:0 6D.0 '90:0 t11' 1 Q"10' - 650 85:0 amo 90.0 -65:0 650 ICY a 74' 73" 65.0 65A 80.0 90.0 74' 73' 55.0 85.0 80.0 90.0 654 65.0 C 106-1/450-5/8' 105-1/4' 49-5/8' 55.0 65-0_ 80.0 90.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 95.0 65p ��yG fit" 1 I o' 65.0 65.0 1 60-0 90.0 111' no' - - - - 85.0 65.0 =Tq 6 74' 73' 65.0 65.0 60.0 90.0 74' 73' 65.0 85.0 a80.090.0 650 65A Z - 106-1/4' 83' 90.0 6Y 61.8 61.6 80.0 90.0 106-1/4' 63' 105-f/4' 62' - - - - 65.0 65A 111' 110' 60-0 60.0. 80.0 90.0 111' 110' - 85.0 65.0 O N O C 1 n m 0 (1/311 (1/3111) (I/3w) (1/4>h (1/2W) (1/4W) O tj i C cn 4 O N p ;NM b M OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTHa, c Z G' XOX' 'XOX' 0 0 . off. O Ya'-TTP. BUCK DIMS 14'IYP. BACK DWS BUCK DIM_A S �11 c FLANGE FRAME EQUAL LEG FRAME FLANGE AD!ApTOR FRAME FLINGE OWS - FLANGE DIMS o m � FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME q o ,111,11 PRODUCT REVISED as oomplyInY with the Florida ll NOTE: Building Cod• E4 E4 GLASS CAPACITIES ON THIS SHEET ARE • ••4POA�-M*, 29.73 • 000 BASED ON ASTM E1300-09 (3 SEC. GUSTS) • ENplra f V-0 j�=0 � j OF � Browing no. AND FLORIDA BUILDING COMMISSION • • AF1r ` STD. MTG. RAIL: H.D. MTG. RAIL, DECLARATORY STATEMENT if9 DCA05-DEC- • r• • • • i 144. 9 :101 .�0... �� W10-18 •�1 rot:t on rol • • SOML ..- ••• • Arinn11tt1 sheet 2.1oTi1 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN TOAD CAPACITY - PSF DESIGN TOAD CAPACITY-PSF 5 (XO OR OX sms) (x0 OR OX srLRs) 118�y o STD.M2G.BAIL A.D.MRC.BAD. YID.MIT'C.RAIL AA.MRC.RAA. A.D.YTC.RAM �Y � GIASS TYM Guns TY713 MASS TYM CLLTS TYP23 GLASS TYPGs z 3 BUCK DIMS. Y'e'd1','B'k'B1• 'B•k'B1' BUCK DINS. 'Ck'AI','B'k'BI' 'F k'BI' 'G'k'GI' k q WIDTH HoGm Exr.(+) INT.(-) EXT.(+) IHT.(-) WIM HEIGHT EXT.(+) TNI.(--) EXT.(+) IM.(-) EXT.(+) INT.(-) 25-1/2' 65.0 65.0 80.0 80.0 54-3/4' 85.0 65.0 80.0 80.0 654 9.-0- CCC11j �' 36' 25" 65.0 65.0 8011 80.0 7-15/16 25" 55.0 65.0 BOA 804 5511 65.0 y 52-1/8' 65.0 65.0 80.0 50.0 82-1/2' 65.0 65.0 8011 80.0 65.0 85.0 73" 85.0 6511 1 80.0 8011 54-3/4' 65.0 65:0 80.0 8011 6511 65.0 t a 4 25-1/2'- r,65. 5511 80.0 80.0 7-15/16 37-3/8' 85.0 65.0 80.0 8011 65A 65A - W. 55.0 -80:0 -80:0 '82-1/2'' 85.0 '80:0 EQA - 8511 "6510 37-3/8' C` 52-1/8' 85.0 80.0 80.0 54-3/4' 85.0 65.0 80.0 80.0 8$.O 85.0 7J' 65.0 8011 80.0 7-15/1 49-5/8' - - - - 65.0 65.0 25-1/2' 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 5� 36' x_5/8. 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 8511 55.0 4 a52-t/8' 65.0 80.0 80.0 7-15/16 62" - - - - 65.0 65.073' 65.0 80.0 80.0 82-1/2' - - - 65.0 65.0 bbll 25-1/2' 65.0 65.0 80.0 80.0 _ 36' -62. 65.0 65.0 80.0 80.0 52-1/8" 85.0 6511 BOA 80.0 U m 73" 60.2 60.2 80.0 6011 (1/3Yn (2/ C G % n a oy (1/2W) (1/2'W) G d v 'f OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O�N o 1 'XO OR OX' ;w M OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH c 'XO OR OX' 3 0 0 r BucX Dios e� a - s FIN FRAME FIN FRAME s ES PRODUCT REVISED f 3 AWN with 4h•Rbride y NOTE: • ••• • •9R� ,� - ••• =�t •;ti= � � S � GLASS CAPACITIES ON THIS SHE ARE NpOr No. • i6-0925.13 E4 E4 BASED ON ASTM E1300-040 (3 SIC. GUSjf: weapfrawn da a •09 020 STATE OF ,' j` drawing no: AND FLORIDA BUILDING OOMMISSIYN • • • •• 1�AY 1 1 10 Fco1DOR. STD. MIG. RAIL: H.D. MTG. RAIL; DECLARATORY STATEMENT BIYA05-MEC-219 • �j�Fopmvrodum- ;J/ �6� w�0-�8 . .. �1TIl1 IN 1 sheat 3 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF - (XOX SIZES) (XOK SIM) 7�Y STD.XTG.SAD. H.D.MTG.RAD, M.MG.RAM B.D.UTG.RAD. H.D.MTG.RAD. p . CLASS TYPte GLASS TYPES GLASS TYPES CIAM TYP65 GLASS TYI'E6 BUCK DIMS. 'A'k'Al'.' VILL' 'B'&'Bi' BUCK DNS. '1't'tl','H'tbl' 'g k'Bl' 'C&'Cl' VAM MGHT 6XT.(+) W-(-) EXL(+) 81T(-) wDTH New ExT.(+) INT.(-) Exr.(+) IHr.(-) txr.(+) In(-) 73" 65.0 65,0 80.0 60.0 73' 65.0 65.0 BOA 80.0 '-65.0 65.0 cgpi 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 65A 65.0 80.0 80.0 65.0 65.0 110' 65.0 65.0 80.0 80.0 110' 85.0 65.0 80.0 80.0 65.0 65.0 D 73' 65.0 6S0 80.0 80.0 73' 65.0 65.0 80A 80.0 65.0 65.0 7^� W 105-1/4" 37-3/8' 65.0 65.0 BOA 80.0 105-1/4' 37-3/8' 55A 65.0 80.0 B0.0 65.0 65.0 V 0 91p4 110' 65.0 65A 80.0 80.0 110' r- 0-0 lWo - -80A 80A BSA 65:0 .1,319 - 73' 85.0 65.0 BOA 80.0 73' 65.0 80.0 B0.0 65.0 MO 105-1/4' 49-5/8' 6S0 65.0 80.0 80.0 105-1/4" 49-5/B' - - - 65A 8" 4 18 y^ 110' 65.0 65.0 80.0 80.0 110' - - 65.0 65.0 g Z LL43.. 73' 65.0 65A 80.0 BO.O 73" 65A 80.0 80A 65.0 65.0 LL Z 81 1 105-1/4' 62' 61.6 8L6 80.0 BQA 105-1/4' 62' - - - BS.O 65.0 Q. a 110' 6 80.0 80A 80.0 110' O N U m � n (1/3w) (1/4W) 0/m (1/4W) 4 9 4 °r R c OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N� 9 0 r 'o 'XOX' XOx, O BUCK DINS 2 IN FRAME - x � g o� •. 000 • • • • • •• -FIN FRAME • •• • • • • ••• • `111 I11 1 7j FS • • • . • • • • • PRODUCT REVISED Y v �a•y yoop�meOlyinp with the Florld6 _ 70M $ NOTE: • ••• • + 0 CO X15 GLASS CAPACITIES'ON THIS:SHECr ARE _t• E4 E4 • l n•t•be 020 V BASED ON ASTM E1300-99 (3 SEC. gUSISI• piratOF Browing`no. AND FLORIDA BUILDING COMMISSION • b • •• �� p/ Q\ W10-18 STD. MSG. RAIL: H.O. MSG_ RAIL: DECLARATORY STATEMENT 4Dl!AoS�DEC-219 • amt ro u° n ro 14AY 1. 1 ZOi6 /OIV/U,� ��1rI IL11111 sheet3.tof11 • • • • • • • • • • • •• •• • • • •• •• 1/8'ANN.GLASS 1/8'HEAT STREWD GLASS t, 075'Interlayer 075'Interfayer Sa(bx CP With PEr Care SaBex CP With PET Coro By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR ORy 3 090'Interlayer .090'Intef r 4; AT ' EN'D CUSS Q Sarlex Gear And Color Gass SaRex Clear And Color Glass BBy�'Eastman Chemical Co! By'Eastman Cheni,cal Ca: 090'Interlayer 090'Intariayer 'Interlayer a ns Q SenlryGtos SenlryGlas x CP With PLT Core By'Kuroray America,Inc.' W'Kummy America, Inc.' By'Eastman Chemical Co.' plat 090"interlayer - A90'IMeriayer 'inleriayar - G Kurorcy Butocite PVB Kuramy Butocits PVB S. K rar �j aN By•Kurorcy America,Inc.' By'Kuromy America,Inc.' Kuroroy Americo,Inc.' $� 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS1/8'HEAT STREN•D MASS p g 14 Jgao1 o: a 0 to m SILICONE a SILICONE 9 SILICONE N z GE 1200GE DOW CORNING 899 DOW 1 CORNING 899DOW i CORNING 899 LL 20 M1 DOW CORNING 995 \ YI DOW CORNING 995 N DOW CORNING 995IE xIEs * E8AT 1/4 POETS ON UTES W AT 1/4 POINTS ON UTES 1/4 POINTS BN ARESWIDER THAN 36' W WIDER THAN 36' ER THAN 36' sg� GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' r� C3 W 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL IMA.GLASS 5/16'NOMINAL LAM.GLASS VN U) cF^o 1/8'ANN.CLASS 1/8'HEAT STREN'D MASS R 3 N M e t7 3 m 075'Interlayer 075'Interlayer w Sandt CP With PET Core S'aflex CP With PET Caro C Z BR,Eastman Chemical Cc: By'Eastman Chemical Co.' r. 30 _o ABO'Interlayer 090'InleAn 1/8'HEAT STREWO GLASS a p SafbClear sor And Color Gana SaOex Clear ar Md Calor(Kass fX By'Eastman Chemical Co.' By'Eastman Chemical Co U 31 0 OR - OR .075'Inlarlayer O 1/4'AIR SPACE .090'Interlayer 1/4'AIR SPACE 080'Interlayer 1/4"AIR SPACE Sonex CP With PET Core Senlry4Yaa MOrypt - By'Eastman Chemical Co.' By Kurcroy America,Inc: BY Kumrw America,Inc.' OR y Pi Ln 1/8'ANN.CLASS OR OR 090'Interlayer c 3R SR 090'tntarloyer 1/8'HEAT STREWO CLASS 090'interlayer 1/8'HEAT STREN'D GLASS SentryGlos _ 15 Kureroy Butadle PVB Kuraroy Butodls PJB By'Kurcray America,Inc.' e n 8 Q By Kummy America,Inc: By'Kuroray America,Inc.' 1/B'ANN.GLASS 1/8'HEAT STREWD GLASS 1/8'HEAT STREWO MASS PRODUCT REVISED 29 p,5 as complying with the Florida w Q g 8 SILICONE t SILICONE SILICONE Bu SILICONE cods °1 s z m GE 1200 =m GE 1208 2 m CE 1200 NDA-Ho. 1S-0928.13 >< H DOW CORNING 899 y DOW CORNING 898 3 !Ln DOW CORNING 899 ;y MI DOW CORNING 995 iv MI DOW CORNING 995 M1•• •• • •• By_ DOW CORNING 995 t.xPlratlon Date 08!22!2020 %•'^ - • ECCE SPACER XL EDGE SPACER • • • X8 EDGE SPACER M" •Pro ue o 5 SrST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' • • • • • SIL STEEL BY'CARDINAL' OR OR • • OR• 1111 ll1 RE.RASFAL BY'BUANEIL' G DBURRASEAL BY'OUANEW ••• •W,• •• • • • DUNA'WAL BY'GUANEX' f. SUPER SPACER BY'GUANEX' W ' ' IxK W ES SUPER SPACER BY OUINEXSUPER SPACER BY'GUANFJL' �i i t L. W � �' � eNeF••;• >r � 1111M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES �I M7 AT 1/4 POINTS ALL SIZES000 0- 000 ,• ` 1 GLASS TYPE-'Al' ; GLASS TYPE.'Bl' • • •GLASS TYPS 'Cl'• • • � b 0.70'OVERALL INS-L.LAM.GLASS 0.70'�OVERALL INSt1L INA.GLASS •• �.70�l lAll♦I UI.6-:LAS • jy OF drog no. qs (S.M.I.) • •• • • • 000 •• SNI t to D� w.Nain1 0—t N ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ••• • • • • ate! EIMIOR PLY OF GLASS TYPE'At','Bt'&'Cl'MUST BE TEMPERED. sheet 4 Of y • • • • • • • • • • • •• •• • • • •• •• ,� TYPICAL 8 N�`° METAL FLANGE & FLANGE ADAPTOR FRAME �ytu SFE SPACING STRUCTURE W000 BUCK �j _ :' r I .. SERE'LL.EVA.NCH O_ Y -�a' - e• .; EDGE DIST:• FOR SPACING r-----------------_---1 Z 3 ADE COUNTY y ET1GE DIST. MULLION-k NULUON ANCHORS O g \ \ 0 1 IST `v vsf I!SEE SEPARATE NOA 11 d 1 rc \ I I EDGE DIST. L6pla LLJI 0 fUj 0 --__--- ------------ tamo ird - - $ t � a gIX TYPICAL ANCHORS 11 SEE ELEV. d' Q �i�333 FOR SPACING FOR SPACING Z2 Q4. 2 3/8"MIR. W�' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. ? n •t 'J c 2-3/8'1/1N TYPICAL-ANCHQRS:.SEE ELEV.FOR SPACING 1/4" DIA. ULTRACON BY 'ET Q' (Fu=177 KSI,1y=155 KS, INT0,2BY WOOD BUCKS OR WOOD STRUCTURES 0 w d ` 1-1/2" MIN. PENETRATION INTO WOOD ---`�� THRU 1BY BUCKS INTO CONC. OR MASONRY o o Lx u �¢ '1-1/4' MIN. EMBED INTO CONC. OR MASONRY i O Is WHEN usm THE MIN.WOOD SACK UJ N.- �+ = DEPTH slwL BE W.THE USE DFDIRECTLY INTO CONC. OR MASONRY p M 0. O DEEPER OR SEMED WOOOBUCKS IS 3 EW+ r• m PERIRTTED. 1=1/4" MIN. EMBED INTO CONC. OR MASONRY �j 114 SMS,OR SELF DRILLING IN SCR (Fu-74 KSI,Fy-58 KSI) 0 WW I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK=1/8") V o W INTO METAL STRUCTURES o STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED TYPICAL EDGE DISTANCE8 t E7 as con 1 in with the Florida `o°a' 6 a eo� INTO CONCRETE AND MASONRY = 2-1/2' MIN. -R W t :OA-No. 15-0929.13INTO WOOD STRUCTURE = 1" MIN. c Fxpiretlon Data 0812272020 INTO METAL STRUCTURE = 3/4' MIN. c M9 zg w2 i I By WOW AT HEAD,SILL OR JAMBS SG + 0.55 MIN.. 1 I 1 Miamt-0duct Control CONCRETE AT HEM,SILL OR JAMBS f c - 300D PSI MIN. Wt eo..m it i C-90 HOLMAILLEO NORMAL WEIGHT BLOCK AT JAMBS Pm=2000 PSI MIN c•�a a v a' W3 iWEEP S��Bo © O W1 11'4" X 1-1/F WEEPO S T 1r f-1/C',OM EACH ,t LLE EN 77 r W2 1/8' X 1/2'WEEP SLOT AT 3-1/8" FROM EACH END �\,�A•�� 'o r y; x' g a: ;' W3 1/8" X 1/2"WEEP SLOT AT 3-1/8" FROM EACH END _ h ••. EDGE L _ ��•• • - n '.1 \ • • ••• • • • • TYPICAL ANCHORS -_ i g 8 I < TYPICAL ANCHORS • • • • • • • • • • ATE OF ,: drawing no. SEE ELEV. i SEE Et£V. • •• • • • • • •• q�y WOOD BUCK FOR SPACING gq1ME�I ,�'........ FOR SPACING ••• • • • • • �Mtl ' � GYI tQs - .. .... tt Tli I1L sheet 5 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 4.V ,/4'—MIX SUCK WIDTH 1/4'MAX.SHIMS of 3 TYPICAL AN� VENT WIDTH NfMOTf SHIMS FLANGE ADAPTOR FRAME 0 k b FOR SPACING O FO O ,/Y 7YP. f aQd ` O If I �y IOL 1 7/2 wo .- - Wo �d Ce 2 WOOD K o'p�yru_ . 5ISS A ..-SCREENS OPTIONAL - --.. .._..-.._........... WOOD STRUCTUR tl 18Y WOOD BUCKS QOLJ XOX LAYOUT EXTERIOR TYPICAL ANCHORS Ll SEE B"._/ LEV. FOR SPACING NIMH-OAOE COUNT ,y m APPROVED MULLION 3 U m &MULLION ANCHORS O F C n SEE SEPARATE NOA F BUCK WIDM BUCK WIDTH N O ALTERNATESWEEP a QO w 3 OPTI01'Y�TO K 1--- SPRING LOCK r N I I U�No ;NM� II '0 11 I I C Z-J E2 TYPICAL ANCHORS E4 SEE ELF/.FOR SPACING r O 1/4"MAX BUCK WIDTH 1/4'MAX B w SHIN I SHIMS O N€I i= VENT WIM C TYPICAL ANCHORS O ' SEE ELEV. , TYPICAL ANCHORS FOR SPACWC SEE M. FOR SPACING INTALUTION OEfAILS SHOWN ON PAGES 5 c•S ,�'/4, AND fi APPLY TO BOi}I FLANGE FRAME AND - __.._.. 1 - - - - - �I1�1 • r. _• •••••• ••••• ••• ••• ••- •• FLANGE ADAPTOR•FRAME`S . o METAL T,1111 SIRUCTUtE • • • AA j . PL &d SCREENS I — PRODUCT REVISED dA as complylne with th•Florida = EB • ,m ••tiulldmg bdo ••• EXTERIOR I 'i.' • WOOD BUCKS MOA N•• •95-!929.13 °• XO LAYOUT D.L oPc. i d• • • • 6xpbatlATn 4 Oa12?J2020 OF drawing no. . :> .sr ►aAv t t 14 'ir3�OlIIAL`'��• [W10-1811 Mleml r u IRroI r . _ �c/TnnnTt. sheat B of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS e.;- ••a- `d; • ,, : •EDGE RGMETAL Y /--SEE m EQUAL LEG FRAME WOOD B. IL ANCHORS R..\. ______________SEE ELEV. ----------------- FOR oY SPACING I I MIAMI-DARE COUNTY APPROVED t j Z 3 �_ 11 MULLION h MULLION ANCHORS j SEE SEPARATE NOA N I !r °• dT' DIST, j I EDGE i F• R _ j; DIST. - 47-- �i ------ :I O �`e v •' Al , - —� ��� E3 � E/ TYPICAL ANCHORS TYPICAL.ANCHORSSEE ELEV. SEE ELEV. 1 FOR SPACING FOR SPACING a EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4 0 INTO WOOD. CONCRETE OR METAL STRUCTURES W to TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ELEV O FOR SPAGNG 1/4`MAX. 2 3/� �` m BUCK WIDTH ' _ SHIMS V• 1 �� ccs 0 n 4 ra _j 0 X, O 3 n n a WHEN USED THE MIN.WOOD DUCN •J DEPTH SHALL BE?76•.THE USE OfMM-WDE COUNTY C Z n y_A _ Al DEEPER OR DEWED WGOORUCILS IS APPROVED MUU10N 5 O- �j PEp.WREO. h MUWDN ANCHORS (D ¢•• 5 - SEE SEPARATE NOA U BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS t SEF ELEV.FOR SPACING 1 I �-5 e-, E7 -M 1 1� _ oft= �` W2 f Ms WIA I ........................ 1 OW3 • 7 • •• • • • • • 61 H •• ••• Itttli 1 , ••- ••• •• • • • •. ` AJPQ••• r . o PRODUCT REVISED 11 a•complying with the Florida I d BuTIdInB Cod 0592 o a 6i. •.' - '. _ ' -'..e: ..'.• .'�•*•�'Z;:L :,.••a'••�'r•••. •�:••••••i •••BRIZ�f MN•o. a N" =15T-0i�0.1280pstnfEDGE 4- a TYPW L ANS TYPGL AR.C.HORS i••SEE Ra FOR SPACING . iami . roMe - si!o2noi!ouoO.RF:'G�••':'`k�= SdWra1wYi0 ng iSEE ELEV. I4AY t t —1n8o. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS.ONLY 11YIC•AL ANCHORS EUT.OR INT.FINISHES FOR FIN FRAME NOT BY CGI q z_ O � 3 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV.FOR SPACING ' NOT BY Cal 9 " S SMS (Fu-74 Xg MIN.) 1� ® 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c BA BA 1--1/2" MIN. PENETRATION INTO WOOD tip E3 {. CAULKING 82 pHp W ppppO E7 i O4Nm LLzy= d � n n � n Of0 W u W000 STRUuRE t/4'MAX. NOT BY 0G1 BUCK WIDTH 1/4GAP C C O GAP c ' 1/2'MIN. 1/2'MIN. Ujr m BACKBEO CAULKING T II = I+ It 's + �a + --• -SCREENs oPr. .-••-•--• - w2_- I M0 •��$£ i HOUSE WRAP Wt t NOT BY CGI n n n + EXTERIOR 2 i W3' • • •• • • • • • c B'L E2 BACKBED • •• • • • • ••• • \\`{{{ ,t 71 T� u CAUIKltG •• 0** •• • • • •• \\\��AF/�i o :• HOUSE WRAP PRODUCT REVISED 8 NOT BY CGl gg _. - gqs��omplyyln��wuhps gwrids 1/2' t3 • ••• • •C,Ifkll,tg Cod6 - ;'*= E a •• • 0• •E,pdraR•a%atf 09/2112020 OF " drawing no. FOR SPACING Miam .t• ueL ntrot _;p3/� W10-18 r�{ It{ sheet 8-oT 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PAS[/ QUANT11rY DESCRIPTION MATERIAL MANY./SUPPLIMBIREMARKS u E1 CCI-100 - FRAME JAMS O FIXED GLASS 6063-T6 CCI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER "t h # E4 CGI-103 - MEETING HAIL 6053-T6 CGI EXTRUDER 10 k a ES CGI-104 - LOCK RML 6063-T6 CGI EXTRUDER Efi CGI-105 - HANDLE RAIL 6083-T6 CGI EXTRUDER E7 CGI-106 - SASH RML 6063-76 CCI EXTRUDER - E8 CCI-107 - 5/16'GLAZING BEAD 6063-75 CCI EXTRUDER �1tyy E9 CGT-108 - 0.700'GLAZING BEM) 6063-T5 _CGI EXTRUDER 7 EIO CCI-109 - FRONT FLANGE ADAPTOR 6063-TB C61 EXTRUDER Q uuYIt:1 E11 CGI-110 - NAIL FIN ADAPTOR 6063-76 CCI-EXTRUDER -cr0 -' E12 CGI-135 - TF FRAME JAMB O FIXED CLASS 6063-TG C61 EXTRUDER G C E13 CGI-136 - TF FRAME HEAD 6063-TS CCI EXTRUDER C)4 £14 CCI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER w I Z g E15 CGI-140 - 1"MUNTIN 6063-T5 CGI EXTRUDER E W f E16 CCI-141 - 25'MULLION 6063-T6 CGI EXTRUDER 5 (3� E17 CGI-605 - SCREEN FRAME 6063-75 CCI EXTRUDER a�`" E El$ CCI-114 - SILL SNAP IN 6063-TG CGI EXTRUDER C� E19 CGI-115 SILL FILLER 6053-YG CGI EXTRUDER N E20 CCl-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RML 6063-T6 CGI EXTRUDER C E22 CGI-138- - IF FRAME SILL 6083-T6 CGI EXTRUDES E23 CCI-108 - FRONT FLANGE ADAPTOR 6063-T6 CG1 EXTRUDER i rtr O v N1 CCI-382V - GLAZING BULB VINYL(DURONETER 75-80 SHORE A) PVC - acF- M2 CGhttl - SCREW COVER(OPTIONAL) PVC - C 93 CGI-112 3'O ANCHORS EQUAL LEO COVER/SHIM PVC - O Xn rn M4 - 0.700'X 0.040"BEAD CE1200 SILICONE SILICONE GE EAtl N r�t- I e M5 - 0.700"X 0.040'BD DOW 995 'SILICONE DOW R 30 M M6 - 0.700'X 0.040"BEAD DOW 399 SIUCONE DOW _ r C Z J n M7 - 2/LRE SETTING BLOCK EPOM DURDMETFR 8035 SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EOUN. 119 684 - ROLLER TRACK PVC - U O M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON i� O M11 W23201NG PILE WITH CENTER FTN WOOL. ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LACK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RML END CAP NYLON M&M M14 381-N 1 PER SASH ANnUFT BLOCK NYLON M&M MI5 - OPTIONAL RETICULATED FOAM 30 PPI MIG CCI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 .1 PER WD. CAM LACK ZINC TRUTH OR EQUIV. PRODUCT REVISED fi Mill CGI-132 ZPER WD.2' SASH STOP PVC PROiOttPE as co WI vv6th the Fbg rtda S�i GGG BuRdInQ Code u o g x U19 CCI-111 O FR.HEAD SCREW COVER PVC PROTOTYPE NOA-No" 15-0928.73 M20 CCI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON U&M Expiration Date 08122I2020 N22 - MATTES F6-FlA WEEP COVERS PVC AMESBURY OR FAUN Ln c -ad 64 • •• • • • a •• •• Mei roduet .onLrolS i(� S2 - 2 OR 3 PER CORNER / 10 X 1 1/4'LG.PHL PH.SMS. Sr/ST.ASSEMBLY SCREW - - • • • • e • • • • S3 - 1 1/4'EMBED. /8 X 1 1/2'LG.PHL PH.SMS.FIN ANCHOR SCREW _ _ • • • • • 0 • S4 - 4 PER VNO. /8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW - - • • • • • • • • •• \``1L 1 l I I IA'r' 55 2 PER WD. /8% 1'LG.FH.SATS. ST/Sf,SPIRAL B.ASSEMBLY _ _ • • • •• �� P yw•• ��� N r S6 - - /6 X 1/27 LG.FH.SMS.O CGL-133 &CAM LOCK SB - 4 OM.RNL 10 X 4•I.G.PHIL PH.SMS ST/ST.ASSEMBLY MEETING RAILI - I - 5o - 2 PER ANRIFT 1 10 X 5/8'LG.PHL PH.SMS. ST/ST.ANnUFT SCREW - - • 000 • j••• •e ••• • • • • • • • • • • OF A .� drawing no. 000 '.' 14AY 1 120 � ss.. ....�e�,�•� W10-1s Ar I iVAL111 - 6hee1 9 01 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i tom----2.410 2.44D 2113 .085 .490 7� atA15 .705 .050 nP. -705 A50 NP. z m # 2.101 1.301TMOS 1.301 1.5150 1.680 Q y 2848 1.6D1 {.007 .8b4 2 343 .050 O 5/16'GLAZING BEAD .700"GLAZING HEAD Naas 717. 1.015 1.015 1.368 .745 L E11 NAIL RN ADAPTER 1.785 1.449 Q N $ E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD -E4 MEETING RAIL _L. •160 .TB3a� � 1.496--y ,0ri0 .060 0 a O 1.015 tom•• 1.015 0Frm 7 1 1.4f3 Y {� 1 1.140 1.140 16 3FF44 2.264 7155 O FLUSH FRAME COVER M2 SCREW COVER a fA1.5 1.220 .11-_ .060 665 3.930 065 Typ a 4.430 T1'P. m 3.685 2035 3.185 7YP T.885 1.043 \j m C OO LOCK RAIL Et SILL FILLER 7.788 t0 w C O 2A40 2.440 �`•+0` .050-1 QQ FLANGE FRAME SILL O FLUSH FRAME SILL �I �0 3 n SA15 •� ,4L-+V�dJ��h2.310 d C •j�^ r-2737 2.737 �- FLANGE ADAPTOR 065 065 7.043 V O r{ T7P E21 ALT. LOCK RAIL O 2,505 2.613 2,505 2613 1.892 t 7 065 ail 95 .991 .500 .991 '�I 21 t--�3.237 2.737 1.015 11,E-ali E14 FLANGE FRAME JAMB (MOVING) EIo FLUSH FRAME JAMB (MOVING) o g$ .811 QHANDLE RAIL • • • • • • • • • $2i X 8 • • •• • • • • • �0„o 7•� • • • • • • • • • \\\7171711 itt� 2.505 .065 TVP. 2505 . np. •• • • •• • f • •• ``��Py o r 7.015 1.Dts 7.355 PRODUCT REVISED o as eomplying wltb th•Florida ` .743• • 00* • '•Jti)p9dlag Cone ••• •(r *= �' 1A00 .500 A65 • i ••• 1.745 7.245 1,015 �lEa-tao.• M g - = S •• :• • • : : Elcpir•HolDa••0809111112=20=20 TE OF drOwmg no. E72 Et ••• • • Ml de rod17C Control ' TRAY 1 120 "-A W10-18 O FLANGE FRAME JAMS (FIXED) O FLUSH FRAME JAMS (FIXED) O SASH RAIL � l�Aj jt\t\ sheet 10 of T T • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 3 0 am .j 5WI LI tall oh N FRAME TQPSARNER c VENT 70P/BOTTOM CORNERS _ 52 QO w 8 C 0�No ® oRiMPER rl 11 DE.1211° 121 am • •• ••• • • • •• • • ••• • • :, E • •• • • • • ••• • t 111 11 •• ••_** J •• BOTi•FRAIAE OM CQRNER• • •• ``�� � i 1 PRODUCT REVISED as eomplying with the Ftorlda a '$ • ••• • a�alNti Coda • ••• _{}: - *= - a1 NOA4& 10"929013 • • • • •6glratlonO•t•09f'L212 O � � FIXED MTG. RAIL CORNER ••• • •MIamF-DFrOdUat Control14AY 1 1201 / . - fill11t�� sheet t of 11 000 • •• •• • • • •• •• i MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.mismidade.eov/eco omv CGI Windows&Doors,Inc. 10100 N.W.25th Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not he valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 0 0 :0 0 0 0 0 0000•• This product is approved as described herein,and has been designed to comply with the Florida`Buildin&Cede; • including the High Velocity Hurricane Zone. 000:•• 09:6 """ DESCRIPTION: Series 11 0 ineP'Aluminum Outswing glazed Doors w/wo Sidelite 0 LON11 :0000: 00 * APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Out'swing Doors:,s%wls 1 tbsu.•• of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last rgviagd on AiK305,20It,- Signed t,-Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control ftviSion staMV*ith the ••••;• Notice of Acceptance number and expiration date by the Miami-Dade County Product ContlMrSddtion. ' MISSILE IMPACT RATIN_G:L rand Small Missile Impact_� ; ; • Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. 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# 13-0226.06 consists of this page I and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAMFRME COUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI Windows&Doors.Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 • • 2) Large Missile Impact Test per FBC,TAS 201-94 :""' ...... 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94*--* •••• •' Along with manufacturer's parts and section drawing marked-up drawings oftdQfiiinum•9160ites, ••••'• issued by Certified Testing Lab., Test Report No. CTLA 3056WC(sample 411 Mated 04/1672015, •••• signed and sealed by Ramesh Patel RE • • C. CALCULATIONS ...... .... ..... 1. Anchor verification calculations and structural analysis,complying vYikXQC-2CV JV •• Edition),.prepared by Al Farooq Corporation, dated 10/06/2014, 05/I9/t5 and last revised ou.go:0 AUG 04,2015, signed and sealed by Javad Ahmad,P.E. :00000 2. Glazing complies w/ASTME-1300-02,-04 and-2009. " • Goo 0 : D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for.their "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5a`Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&# 12-0553, dated 04/25/12 approved by RER. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 ' 37-1/4' 72' DOOR FRAME WIDTH DOOR FRAME WIDTH NERD ANCHORS AT STILE ENDS 2 ANCHORS QUANTITY CHART 6"MAX. 3• TYPE'A% 'B'OR 'C' � 3' 6' 3" SEE CHART FOR QUANTITY ANCHOR TYPE Z 3 HEAD/SILL AT STILE ENDS CORNERS SHIM 'A' '11' C. Or z CORNERS ({ �_ /� 1/4' 4 4 4 q al I 3/6' 6 6 6 /1 1\ 1/2' 7 7 - Q --YV— D I a t � I i �� Lpi- MODUCtRBVEM _ 13 k 9 )"v' � 1 LOCK OPTION SEE SHEET 9r•r•!�•wRLFN Flo1UA Q f m = o -- �-- 1 x = o _bwi pe m m C ____11____ aD ` 1 Ate{(��•�y�..'.�''�'�,� I \ 1 0 t N- 0D w R SERIES SENTINEL 190 v�f v1 u ACTIVE I I �_ = ALUMINUM OUTSWJNG DOOR TF/ SIDELITES In n o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS p N n m WITH OR WITHOUT SIDELITES. 0 3 r zz B B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. If Z , G $ + SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o_$( 23 1/2' 10 23 1/2" 23 1/2' o SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. 0.L OPG. 2 ANCHORS D.L OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. TYPE'B 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT SIRE ENDS TYPE'BFALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. __ AT STILE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE )� REQUIREMENTS OF THE CURRENT FIAPoDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • 1SY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO DOOR OPTIONS TRANSFER LOADS TO THE STRUCTURE. u DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS • " SINGLE DOORS (X) DOUBLE (IDC) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. g DOOR DIMS. LAM, or INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ali F FRAME EM.(+) INT.(-) FRAME LEAF FRAME . . ARE NOT PART OF THIS APPROVAL nTH HEIGHT WIDTH WIDTH HEIGHT ,r - dA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °' 96' 80 60 72' 35' 96' 60 BO •0-•••-•_•—•7 • • dNTERCNS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRENS,THAT COME INTO • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • • •• • • • • • OF CURRENT FLORIDA BLDG.CODE. • NOTE. • • • • • • • • FAr � � •• •• • • • •• 9 •• • AHM FLUSH BOLTS AND LOCKS MUST BE �% 'o ENGAGED TO HEAD AND S61 DURING DOOR D.L-O. PO. DIMS. Ca. 1 7070594 .. PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT a FRAME HEIGHT - 12.575' - T NOTE: D.L.O. W�71� •000RSe FR/y1F•#IDTH - j3.75'•• , 201 Y b 5 GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH X DOOR - (FRAME WIDTH.-015)1 1 AUG BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • 000 • • • • drawing no. AND FLORIDA BUILDING COMMISSION DOORS/SIDELIiE>:ARE RATED.A LARGE MIP S&L M►Si1LE IMPACT, Wl3-01 DECLARATORY STATEMENT DCA05-DEC-219 SHIICIEI%ARP NOT REQUIRED. • • • sheet oT 11 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 8 v O M 37-1/4' 72' 3 DOOR FRAME WIDTH DOOR FRAME WIDTH READ ANCHORS AT SSTH2 ENDS 2 ANCHORS QUANTTf. SEE CHART FOR QUANTITY F ART 8'MAX. 3' AT bTILE ENDS R �C HEAD/SILL 6 CORNERS ,A'ANCHOR RYPE Q HEAD/SILL —'"'III a CORNERS q q i/4' 4 4 4 a I 1 1 3/8 6 6 6 p 1/2' 7 7cy n I I I 1 ii \ Ja IE )v j m io LOCK OPTIONS x \ \O Iy_/ I \'}' \0 SEE SHEET 9 I I / O w \I I \ 11/ K I \ 1 � �RODUCf AEV18ED F � I 11 I I I rlN�449{•fM the Piorl6 In it 04 a <i II 1 1 I 11 N <tlOle" 3ONnn . ACTNE ACiNE - SNI Z E n Am g . 23 1/2' °D 8 23 1/2" 23 1/2' D.l. OPG. 2 ANCHORS D.L. OPC, D.L.OPO. - TYPE AT STILE E ENDS 4 ANCHORS SURFACE APPLIED TYPE'B' FALSE MUNRNS AT STILE ENOS MAY DE USED c 13 TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE OOOR °0 (.X-) ( XX ° gig[ NOTE, SEE SHEET 1 FOR DOOR CAPAMIER m°�8t#ffi •• ••• •• • • • •• E"r..JAWO AHMAO CWIL FLA.PE f 70592 a CAN.1536 • • • • • • • • drowing no. • • • • • • • • • • • •• 000 • •0 W13-01 ..• 0 5 2015 6neet 2 at I t . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 144"MAX. l� u chi e 37 1/8' 36' 72' 36' ^ SEE CHART FOR OUAMIIY SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELIT WID Z 3 HEAD ANCHORS AT'STHB &MULL.4O.N ENDS NDS MAX. QUANTTY CHART HEAD/SILL ryEAD/SILL ANCHOR TYPE 1CORN2 ERS CORNERS _ ' .A, 6 ,C, 4 3/8' 6 6 8 \ LOCOS j FASTENERS SEE H9 AS ANCHORS SHOWN ON SHEETS i &2 g24 0 0 ���;9lf y.W OQ 4�nM iaaoVa»mnRmI .Mn ACTIVE _ INACTIVE _ a 3 n Z 2E Ij yy� 31 1/8' 31 1/8' 23 1/2' 23 1/2' 31 1/B" 0 25 U D.L.OPG. D.L.OPG. D.L. OPG. D.L.OPG. D.L. OPC. 0 SURFACE APPLIED DESIGN LOAD CAPACTfY - PSP 4 ANCHORS FALSE MUNDNS SIOEUTE STATIONARY PANEL(0) TYPE'B' MAY BE USED (SEE NOTE BELOW) TYPICALELEVATION TYPICAL ELEVATION AT LIONSTILE AND SIDEUTE D1AME MULLION ENDS WIDTH HEIGHT ( O ) ( OXXO ) 3 INCHES INCHES En-(+) INT.(-) PRODUCFBEVIIEW c R 24 80.0 80.0 SIDELITE OPTIONS remolbaw8Y14Medk B i Z' I 30 80.0 60.0 ARu«,ewe N.ILI -Io/):o c a2 E afe 33 64 80.0 80.0 syirrlw _ 4/G 11 S., 0 8 2 36 80.0 60.0i �hb CT""� 37-1/8 77,6 77.6 „n 39 73.8 73.8 c o f 42 88.8 68.6 SID 1 I? D.L.O. DIMS. a a$�-g 24 60.0 80,0 •• ••• • DL.O. EIGHL= FRAM€€--HEIGHT - 12875' s $S$!¢ • • • 4i 0• QTH•- :IDEVTrWIDTH - 6' STAND ALONE SIDELITE ONLY >°a 30 60.0P73.8 • • .pL.O•WIDTH.= GIDECTE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 80 80.0 • •• • • • • ••• • n Y 38 80.0 •• ••• •• • • • •• Engr:,JAVMAMMADCIVIL o 37-1/6 77.6 FLA.VE/70692 0 39 73.8 _. C 363624 80.0 ••• • ••• 30 80.0 • • • • • • • 33 96 80,0 80.0 •• • • ••• • • • • • A� �0t5 drawing no. 36 Bo.0 eao •. • •• W13-01 37-1/8 77.8 77.6 ••• • • • • • sheet 3 of}} 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP DOOR DOOR DOOR DOOR �V w �. FR-AME SIDEUTE SIDEUTE FRAME SIOEUTE FRAME SIDEUTE FRAME DOOR smELrrE A• o SIDEUTE LEAF FRAME M E 70 DOOR LUUION 1 wiufn 1` WIDTH WIDTH WIDTH `MOTH WIDTH WIDTH `WIDTH WIDTH WIDTH HEIGHT (SEE NOTE BELOW) I i - __t, Z 3 INCHES INCHES INCHES EXT.(+) INT•(-) / 24 80.0 80.0 30 C / N 80.0 80.0 0 /%% % 33 35 84 80.0_. 80.0 O /. 36 no 6o.0 _ 37-1/8 77.6 77.6 \ J 39 73.5 73.8 \\ 42 88.6 6&6 \ 24 80.0 80.0 -t 30 80.0 80.0 1 - O 33 35 90 80.0 80.0 m0X0 l( ) 36 80.0 80.0 Z w, 37-1/8 77.6 77.6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDEUTE 4Z C 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH W E 24 80.0 80.0 30 35 96 60.0 80.0 33 80.0 $0.0H J /E \\ H 36 80.0 80.0 0 / AA, \ 37-1/8. 77.6 77.5 OYk MULUON� '{O -DOOR STILE __• (OXxo) --- M O O SSEDE SHS 33 11 SEESHEETQEF Rs ►IIODUCrHEVI3PA d 0 , ■r/ wkY fieTS I%d& Z LL AmP1wee No 4-I 011.01/ g awk-U•fe �r Q B�iA+N aCa•bJ LEAF WIDTH rte--• SIDEUTE WIDTH DOOR FRAME WIDTH R ffi SINGLE(X)37'MAX. o a R W w DOUBLE(XX)72'MAX SIDELITE TO DOOR c NOTE: TABLES ON SHEET 1. •• INSTRUCTIONS: •• ••• • • • • • •• o -8 USE CHARM AS Fauows. GLASS CAPACITIES ON THIS SHEET ARE •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) p <a o 0 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM •• • • •• AND FLORIDA BUILDING COMMISSION ••• •• • • • •• DECLARATORY STATEMENT DCA05-DEC-219 b 2. SELECT LOWER OF SIDELRE TO DOOR MULLION EW.JAVAD AHMAD CAPACITY FROM TABLE ABOVE. CML Q 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY FLA. 70392 c 538 TO ENTIRE SYSTEM. • ••• • ••• • ••• CAN E • • • • • • • • • • • •• • • • • • •• fn - drawing no. ••• W13-01 sheet 4 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n J.J. 3 U O� VV 0 '1 uu11 �a^0 3/16'TEMPERED GLASS $W g& 3/8'AIR SPACES LLs($p 3/16'ANN.GLASS 3/16'HEAT STREN'0 GLASSz W 7 3/16'ANNEALED GLASS N� 3 .075'Salle.CP With PET Core .075'Saflex CP Nth PET Coro .075`Saflex CP With PET Core Q g By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090'Soflex Clear And Color Gloss .090'Saflex Clear And Color Glave .090'Saflex Clear And Color Glass a BY'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eaetmon Chemical Co.' INTERLAYERS IN'TERIAYERS I TERLAYERS .090'Kuroroy SsntryGlas .090'Kuroroy SentryGlas .090'Kuroroy SentryGlas I By'Kumroy Americo.Inc.' By Urcray Amer".he.' By'Kuraroy Americo.Inc.' n .090'Kururay Butacite PVB .OW Kuroray Butadts PVB .090'Kummy Butaotte PV8 'Ku By roray America. Inc.' By'Kurarcy Amer", In.' By'Kuroroy Americo.Ma.' F O Lu 3/16'ANN.GLASS 3/18'HFAT STREN'D GLASS 3/16'HEAT STREN'D GLASS a L SILICONE SILICONE SILICONE �j DOW CORNING 995 DOW CORNING 995 PNODDCr NEVWW TSN p OOW CORNING 899 DOW CORNING 899 DOW CORNING 995 s r• / \E-1in 200 GE-1200 DOW E-120000RNING 899 Calls tY Plerir 3c3M_ lyioiro g 3 :sF� 14 \ �� 14 �\ �� � \\ .��.t•..a 3p XL EDGE SPACER / \ OAR STEEL BY'CARDINAL' — / ODR/SEAL 8Y'QUANEX' i OR SUPER SPACER BY'WANEW 28 AT,1/4,POINTS `28 AT 1/4 POINTS 28 AT 1/4 POINTS cod 1r• 7/16" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL 1NSU1.. LAM. GLASS � GLAZING OPTIONS • p p q M ^ SSS$ •• ••• •• • • • s• 9r•.JAYS q s 8 FIA.A 3/70592 0 _ - 576 _ • • • • • • • T 52015 • • ••• • • • • drow1.9 rw. • • • W13-01 . .. . . . . . .. chest o111 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 18Y WOW BUCK tat WOOD BUCK 4 V coi EDGE DIST. TYPICAL ANCHORS DG DIST. OR �\ o SEE ELEVATIONS SEE TE SHEET 1 WOOD STRUCTURE META. I .'._ ..•. _ ". FOR SPACING UONC�RE�E".... .. SEE NOTE SHEET, EDGE DIST. "STRUCTURE •. ' e o z z � S - � � Q _ I mz mN m m 1 I I \sN \s N c9 H $ ugh{ i I 21 f�. Tywcx ANCHORS (3 \J SEE TYPICAL ATONE a �j•' O I 13 SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING o Q FOR SPACING SEE ELEVATIONS f6LG q 11r� FOR SPACING -------------- s I i 1 1 1, CUPPED�MUUlON NTY APPROVED 1 I 1 1 I II SEE SEPARATE NOA ;i Q WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IL-- _-_ ------- AND TRANSFER THEM TO THE BUILDING STRUCTURE. y i N 2s `TYPICAL ANCHORS:-SEE ELEV.,FOR SPACWG+ TYPE 'A'- /4" DIA. ULTRACON BY 'ELCO'F(F��177 K9,-Fy=`153 KSI) MIN. LENGTH= 2-3/4" TYPICAL ANCHORS SEE ELEVATIONS INTO 28Y WOOD BUCKS OR W000 STRUCTURES FOR SPACING puj � 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) c G � r a THRU 1BY BUCKS INTO CONC. OR MASONRY �=N o O 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 J o TYPE 'B'- ,1/4" DUI. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 tt51) Z_Z4 MIN. LENGTH = 2-3/4' 3 0_R DIRECTLY INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) PRODIICFREVI$ITO o TYPE 'C'- /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) m - III ig.MS lie rkAY 2e INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7 A«�. Cob pyt.N./ -L =0 y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) �" m 0i1e STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CabN ° R . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c s 0 0 i TYPICAL EDGE DISTANCE , INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • © I 1 - I INTO METAL STFWMRL•t".3/1* §IN.••• i i ••• a 9 f 2, 12 • • •• • • • • • `o�m$� I 1 WOOD AT HEAD ORUAMBS i0-.0 5i A. • ••• • c "^ CONCRETE AT HEAD BILL •JAMBS Ye 39W4M1AN. • z C-00 HOLLOW/Fl00 BLOCK•AT A&PIIS 2E00•P51 AN. n H \ Eng`.JAVAD AHIMD 1 e ANCHORS MAY BE HEX OR FLAT HEAD. C FIA PE 1 70592 o n • ••• • ••• • ••• CAN. CONWE ••. e a. : „.°:. SEALANTS: i i i•• •• i 0 $� 8 :.a'• TYPICAL ANCHORS ALL JOINTSAIOD foji CCNNECT10NJ SFAIED VQTHN � • 5 201. EDGE • SEE ELEVATIONS GE SCS20 $t ICO SEALANT. • • • • drowinq no. FOR SPACING W13-01 DOOR DETAILS sheet 8 of 11 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8'MAX. 3/8'MAX. SHIM O O SHIM O ,� 18Y WOOD BUCK 2 K .SEE NOTE SHEET 1 ACTIVE LEAP 2r 21 TYPICAL ANCHORS TYPISEE ELEV. 'mss� FOR SPACING FOR SPACWG s 0 23 /R 1 5 1s ►aooBtf LiEVtBW 88 7 7 18 `i,'•.; e.Sompbus wNtIlk PkAk 23 DL OPG. METAL 2 28 EXTERIOR �,`•• tp,.M..p.n•�LAT'o STRUCTURE LEAF WIDTH 3 PONT LACK ll�p WITH DEAD BOLT DOOR FRAME WIDTH SEE SHEEP 9 t qty Ct••ul x Ow 3/8'µAX, 0 SHIM @j 3/8"MAX.• Ce 3 POINT LOCK 28Y WOOD : BUCK SHIM, . O WITH DEAD BOLT $ N M SEE SHEET 9 YOOD STRUCTURE O M.� CON" /—FLUSH FLUSH BOLT SEE NOTE SHEET 1 3 F, Z Z ti MASOfJRY' ACTIVE LEAP INACTIVE LEAP 3 0 2` 16 O g TYPICAL ANCHORS 2T SEE EIEV..' 19 S U FOR SPACWS.: O vxW .• TYPICAL ANCHORS = g 7 7 LDL OPO. 7 7 2 19 D.L.OPG. FOR SPACING ro 3 r g EXTERIOR LFAF WIDTH LEAF WIDTH DOOR FRAME WIDTH •• ••• •• • • • •• En2r.JAVAVI AH1MD CML FUL PE/70592 o n CAk 3538 • • • • • • • • • ••• • • • • Browing no. • ' ' • • • • 0,52015 W13-01 i•• i• i ••• AOR:)DETAILS sheat 7 of�I ••• • • • • ••• • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS 4 FOR SPACING ..'EOGE'DI •. - .. e Z 3 • >CONCRETE. " :.CONCRE1f. eQ z< r o� 12 VVVypyrr W 13 Z�a� 3 "Z1;� �3 aEl4 0 H n oj 3/B'WAX. . NAATIN6 JAMB FASTENERS SHW . 0 S 2 18 SEE DOOR JAMB SPACIFORLOCA NG (n n CONCRETE 17 ON SHEETS 1 ![2 OR- `t': O ril . MASONRY.- _ =N O_ 022 EXTERIOR o 4 2B D.L.OPG. LEAF WIDTH SIOELRE WIDTH DOOR FRAME WIDTH 28 37'MAX. SINGLE Oh AX 72'M . DOUBLE(XX) c FRAME WIDTH �e g TYPICAL ANCHORS 4'LONG ii SEE ELEV. LAPPLY SEALANT ►ROBUCf Rzvmw g H 3 FOR SPACING BEFORE MATING µMMta4 pu" A-p.«.N•I / -OVam*mIm to �� s • • • • : • • • • NOTE:•LjMIT SHIt TO AIT��T*C7U�At•JAMBS TO 3/8' M•� <m u c O •• ••• •• • • • •• G 13 i 3 Engr:JAVAD AH u=f GYM. 4 n • 0:0 • ••• • ••• tFLAL N. 70592 o t 1 ° • • • • • • • • • • E : ', o °. •: • •• • • w • • •• 5 2015 d—In no. •. ° TYPICAL ANCHORS W 13-01 �. EOGE DIST' SEE ELEVATIONS SIDELITEDETAILS FOR SPACING sheet $of t� • • • :090: • • • • • • • • 000 0 0 0 ••• 0 • BILL OF MATERIALS +0 4 EXTRUSIONS MISCELLANEOUS Z 3 J EIN I PART Ra DESCffTlCN MATERIAL mul Nowa ml ONE PART Hb. DESCRIPTION MATERIAL MAW REMAW o 1 al-H9 TIBIAE MEAD AN SILL 6063-T6 OR WRIIDOR 21 MIR XC-1947 FRAHE 6ANET Im AMESBURY OR EM 2 a1-190 FRAME JAMB OWT6 CGI EARNER 22 M6 32184 .350 FOAM 6AMT FRAM mmm OR my 3 al-I% SIOPI.ITE READ AMD SRL 6063-T6 al EXTFM 23 IIS V3332M 197 x 321 VEATIERSTRIP PILE V/CENTER FIN VOR ULTRAFAB OR WAY C 4 061-197 FREE STANDING SHELTIE JAMB 6163-T6 CGI EXTRimt 24 ID V3332IN6 197 x.900 NICK ME WWRIPPRNG wn V/TO RTRAFAB OR EON �r p 5 CGI-1% MATT NG SIDELITE.AWA 6063-76 CTI EXTRUDER 25 N9 CN-10&-3 HDI(N V2'X47 ALLAN" al-=CN 0 6 't 6 CGI-191 PANEL TOP AND BOTTOM RAL 6063-16 Cu EXTRUSER 2511 INH AROWU I), NILE(4 I/2'x 4) MASS ANGER ft-- EE Vf 7 CFA-194PA EL VERF"STRE 6063-16 CO EXIOHFR 25B 101 A111116-143 HIMIX(4 12'X 4') SR HALER i 9 CGH" SMEAR BLOCK 606146 CGT EXTRISER 26 M4 CGT-382V GAZING KAN DLR vBm artuSlON r G 12 a1.191 FRAME FGD AND SELL CREW COVER 6063-15 CGI EXTIRW 27 NPP 3/9'-16 FULLY THEUEID ROD-SFCIFEI VIII 3/8'NEX NUT ZINC PLATED O 13 CGA-192 FRAME MEAD AND SILL UMMI WIEV COVER 6063-T5 CGI EXTRUIER 29 - SETTM 111M(2 PER LTTE) EPM dINET4R BOSS SIRE A Q 14 CGU-121 71W CLASS RAZING BEAD 6%3-TS CGT EXTRUDER V' � 14A CGI-123 I•GLASS GLAZING KAI 6063-15 CR EXI LI ER l ISCGI-280 $EAR LOO(PLATE 6063-T6 CO EXTRNER Nom EM NUMBERS 8 10 & 11 ARE NOT USED 0 16 OR-195 ASTRAGAL 6063-T5 CD EXTRUDER 17 C5I-508 I SCREV COVER 1 6063.75 CGT ETITRUDER a LOCKING HARDWARE PMT Mn DESCRIPTION MATERIAL NMUF, REMARKS CGI-45M 3 POOR LOO(ASSEMBLY KTIVE Lm C5I{UTTOM USED BY ALL OPTIONS N AGI-7204 FLOSNIILT ASSEMBLY QKTIVE LEN) CGI-TANTO USED BPP ALL OPTIONS 0 W OFTEN 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) PLDVDN 5455 FB BIINY LEVER GNACTIVE LEAF) BLDVDP OPTION& a 8231 RADIRT(ACTIVE LEAF) BALDVIN n OPTION 2 JD60 BEADHLT(ACTIVE LEAF) DEXTER BT SCM $ 5 N e7 110 TM605 ACTIVE LEVER(ACTIVE LEAD DEXTER By SOL JIO 113160S HOMY LEVER ONACTIVE LEAD mm BY SOL OPT106L Z Z J x„x� OPTOIN 3 882410 DEADBRT(ACTIVE LEAD COPPER CREEK PNODucrREVLIgp L2221 ACTIVE LEVER(ACTIVE LEA) CORKR am Cade wft f ,* L72% M MY LEVER RNACTIVE LEAF) COPPER CREEK OPIIOIAL /L U Ikk O M►..d C4rbr SCREWS g ITEM I PART MnBESCRD'T@I MIEIVNO & Ic H t 14 X 3/4'HEX HEAD TEXS-MLLIO4 ATTACH ENT -S H 1 6 x 1/Y PAN MEAD SMS-ASTRAW ATTACHMENT FPOI ERRS ?g g 20 B H X 1 1/4'PH SMS-ASSENLY 3 PER CORNER go)3Zr�E .• .•• • • • • • •• oEaBE • • • • • • • • 'Lo <m ••• Eng(:JAVAD APOAAD � CNIL Fu PE i 711592 CAN.3338 _ • ••• *0 0 :'.. • • • 015 • • • U drawing no. *so .h..t 9 of 11 • • • ••. • 0 n 3 0 J Belt Bdt An•Mly d' Aalmbly 8� $ e- AWx a ��� Red ?Ad 3 so Ball ° T— e A 7/4'PHpO ssa nY1hbCB mi A u1 F p„o 0 W My co,COMMON N 4 !<tIT Mall . of O Keyed CtFnderibm bd __ C DwObdt Ala} fB a,/Y PH us `$ L-M AaK ( o % ►RODW E Re"390 Z Z[�ul raybiq arN�l4 rodY 1° WWgCdd. 0� p! Keyed AOatpNHl'Is 0;G�� , CyMa W!!t'rl�Det 'Tei V C f Talpbce nuahbdt K ��•• O AdhvW viod Up ° V"cup. TOP SECTION SHOYM (BOTTOM SIMILAR) o a Flushbolls(Inactive Panel) $ l Top&Bottom • u- - •• ••• • • • • • • • • i i i ��<m u o Ener.IAVADD AM)"cw Q • 8 FIA..A.PHEI c C .35 • •• • • • ••• �• GO 5 dravaing no. CGI CUSTOM ••• W 13-01 3-POINT LOCK ahoet y,lot 11 1.788 i3 3.825 V uU I .123 L ,062 1.625 Z ; 750 0 F 1.590 .0(10 r„a .100 I € 1 F�1,587 4.495 "QQ g6 5.500 O� C lz FRAME COVER O DOOR FRAME HEAD/SILL 8 a 3.825 1587 0 1.410 w 1.625 062 fA 1.625 O TOP dt BOTTOM RAIL 5.500 13 SILL COVER080 :4P/ 6.438 .075 "e" .4851328 1.440 A75 1'083 4.495 7y1 1.755 HINGE & LOCK STILE g 3 c'4 n�° O M n cd SIDELITE TOP & BOTTOM FRAME 77 SIDELITE JAMB COVER 7Xf 3 0 .328-�{ U 135 .070 .625 1Et.."851 -W .245 as C"pbllft .803 A Ne /0lrov F�1.622 13 �/�4tt 1.060 con a we 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 .675 1.061 1.125 2.000 r + m .993 .050 .120 FF:;� .250 •• • • • • • • • cc<m u .080 � Am •• •R 1N� � ••• 4.000 4.000 .075 X20 4.000 G11§SS STg0*(LkAem;S4 • • En9r. ° MWD n 9 .125 .070 505 _tLl PE 70592 e' x.120 2.388 - 1.465 1.465 - - .120 • ••• .420 �_ • ••� • • • $ 1.225 .870 •• • 1.184 • • ••• :• MIS drawing no. • • •• , • W13-01 DOOR FRAME JAMB SIOEUTE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS)0:0 sheet�Qoi 11 • • • ••• • • U 20 � p rov. q ASSEMBLY FASTENERS TO BE INSTALLEO� ASSEMBLY FASTENERS TO BE IN5TAL_ED / PRIOR TO JOOIING MATING JAMBS PRIOR TO JOINING MATING JAMBS / 4 /•� Y y`X!`/ F 3 all rc �zJU � a HOLE CAP--- -4—ACCESS HOLE lip R I I MATING JAMB 3 I FASTENERS j 8 j � p SEE SHEET BI FOR DEFAL 2 �J N 0 I 1 3M rn Zz� SIDELRE JAMB CORNER SIDELRE NL43ING JAMB CORNER 5 o DOOR FRAME TOP & BOTfOM CORNER Zpp & BpT7p►� TOP & BOTTOM ,3 P � a �; tlnY_ •• ••• • • • • • •• y�27 alga • •• • • • • ••• •• •• ••• •• • • • fMr..JAVAD ANMAD •� CMI. 4 • ••• • • . • �( b • • • • • • • drawing no. ... 0 0 W13-01 LEAF TOP & BOTTOM CORNER • • • • • • • • • • M IAM I-RADE MIAMI-DADE COUNTY Nnna PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRA'T'ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 25h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and Ae i4t f may,..... immediately revoke, modify, or suspend the use of such product or material within their urisdic4" RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade CPg44y ProdWoControl•••• • Section that this product or material fails to meet the requirements of the applicable h14i14iig code. This product is approved as described herein, and has been designed to comply wi"41&e Florieh Badding' Code, including the High Velocity Hurricane Zone. •.••• •• ":••. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.MX':�0: • APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Senlinel 1XD.Alum. S.H.• Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision C dated 04110/15:prep$r;�.Zy Al- "�'• Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miam�Dqjdq,Courfty Product •••• Control Revision stamp with the Notice of Acceptance number and expiration dat2'by'the Mia'rr►i Aade County Product Control Section. MISSILE IMPACT RATINGVargena d Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MfAMI DADE COUNTYNOA No. 15-0512.10 Expiration Date: September 22,2020 r�1Q ��7 Approval Date: August 06 2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Suptl+ "erg insulating glass spacer,prepared by Certified Test Laboratories,Test FCpoA No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh'C. Patel,P.1s.::• ...... .. ...... 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading p(ir j ,(;TAS 202-94 • 2)Large Missile Impact Test per FBC, TAS 201�4• •• • • 3) Cyclic Wind Pressure Loading per FBC, TAS•X)3094 along with marked-up drawings and installation diagram of a sel%'749D0 PVC; olect 0099.0 ... out window,to qualify DuPont"Butacite"PVB interlayer,Dura �1 jand Super . Spacer&insulating glass spacer,prepared by Certified Test Lab4ratl4es,Tact Report •••••• 0000. No. CTLA--3056 WB, dated 03/03/15, signed and sealed by RatweshoQ. Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per VBC'TAS7Q3--14 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 aliuninum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer(O 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) Manuel Pe .E. Product Controkixanfiner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E- 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-51h Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. f&thds "SentryGlas® (Clear and White) Glass Interlayers"dated 09/2511.5, expiM' &on 07/04/18. t .... ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameu"line.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring o1r)2#L1/16.;•. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemf&I'Companj for their"Saflex CP—Saflex and Saflex HP Composite G1assYutgi4ayer4 Ailh .... PET Core" dated 06/19/14, expiring on 12/11/18. •. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical domp4py.oUA) " for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14:expiry n on •••• 05/21/16. •.; F. STATEMENTS I. Statement letter of conformance, complying witli7FBC-5t1i Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Faxooq 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. luu&al� — Manuel P.E. Product Contro Exa finer NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8' 52 1/8' 52 1/8' U p FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 0 47 7/16' 47 7/16' 47 7/16- D LO /16'D.LO. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) FALSE MVNTINS D.L.O. (FIX. LITE) O FF z (SURFACE APPLIED) (SURFACE APPLIED) Z N ¢ 20 9/16' S 1 2 MAX. 20 9/16" ** OPTIONAL 20 9/16' F w 6'MAX. MAX. OPTIONAL /" MAX. 5 1/2' MAX. MAX. HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL O o 00 CORNERS 4 CORNERS 6 CORNERS 7 O w m T_ IL li ii li it li O O II II II II II II �� � D I I O M 7 II II , 7 II II 7 II II w M C o > xO a a o ti 1 p II !�-II 2 vl M -----II- /' ii----- I O C n � � "� O DII / II "� D2 II / •II � 7 B II II �.F Q W31L I^p W w ! c2 I� J�M�aJ m Z I V n U n V JE-1 ii /. ii mi vi J �j Ip I II II m ] o II I_-_-- 1 m o ii II m v ^ 1 C II m I 4 .i a ii �2 ii o I p S 3 1 0 W fY m N to FALSE MUNTINS 0 47 7/16' < 47 7/16' z (SURFACE APPLIED) 47 7/16' N z 3 N M7 m D.LO. (VENT) `O D.LO. (VENT) �_ o OPTIONAL D.LD. (VENT) \�o o O M '^ v v O 3 n m so 1/4' so 1/4' so 1/4' Z _Z z[1,o VENT WIDTH VENT WIDTH VENT WIDTH p FLANGE& FLANGE ADAPTOR FRAME9UAL LEG FRAME FIN FRAME w TYPICAL ELEVATION N SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER = IT,e CHARTS SHOWN ON SHEET 2. ** 8 . APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN m OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 9/16- APPROVED /16°APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• INSULATING IAM. GLASS > o s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • HURRICANE ZONE (HVHZ). - • • •• • • • • • LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • SMALL MISSILE IMPACT o LOADS TO THE STRUCTURE. •• ••• •• • • • •• i Engr.JAVAD AHMAD PRODUCT REVISID � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML FU. 70592 �complying with the Fhxlyd o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CA Q538 Bo'Iding Code j. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• • ••• AcceptanceNo�y-o5t2ta _ NOT PART OF THIS APPROVAL. • • • • • • • 71�11 ion Date• ' ' ti15 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • ••• • • roductCcmtr W1 —O3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ••• • REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet I of 9 ••• • • • • ••• • • • • • • • • • • • • EQUAL 1.1TES WINDOWS UNEQUAL LITES WINDOWS O DESIGN LOAD CAPACITY-PSF DESIGN MAD CAPACITY-PSF !\ - L o FIANCE DIMS. BUCK DIMS. GLASS TYPES'A&'AI'GLASS TYPES'B'k'Bl' FIANCE DINS. BUCK DIMS. MAK-TOP IJTE GLASS TYPES'A'&'AI'GLASS TYPES'B'k'Bl' O fJ WIDTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EM.(+) TNT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EXT.(+) 1NT.(-) EXL(+) TNT.(-) Z m j 19-1/8' 1 8 -7/e' 75.0 75.0 80.0 85.0 53-1/B' 76" 52-t/8' 75' 36-1/4' 75A 75.0 80.0 65.0 O FFZ Z�Z 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 49" 79' 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 W 1¢ 37' 26' 36• 25" 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 85.0 W� N tL 49' 48• 75.0 75.0 80.0 85.0 31' W. 63-5/8" 75.0 75.D 80.0 85.0 G 0 C g V 53- 1/8" 52-1/8' 75.0 75.0 80.0 85.0 33" B5' 32' 84" 60" 75.0 75.0 80.0 85.0 �_ J 19-1/8• 18-1/8" 75.0 75.0 50.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 83.0 26-1/2' 25-1/2" a. 75.0 75.0 80.0 85.0 43" 42' 45-1/4" 75.0 Z. 80.0 85.0 37" 38-3/8" 36" 37-3/8' 75.0 75.0 10.0 85.0 • I v 49' 48" 75.0 75.0 80.0 85.0 = O'O W f6 O 53-1/8' 52-1/8' 1 73.0 -75.0- 80.0 85.0 WIDTH �Iz 0 a Q C ti 19-1/9' 18-i/8' I. 75.0 75.0 1 80.0 85.01 26-1/2• 25-1/2' -75.0- -75.0- A 80.0 85.0 LL tD p 37" 50-5/6" 36" 49-5/8' 75.0 75.0 800 15.0 Q W 3 LL a 49' 48• 75.0 75.0 80.0 85.0 u'=N 2 53-1/8" 52-1/8' 75.0 75.0 80.0 85.0 "'I a fmV Q w 19-1/8' 18-1/6' 75.0 75.0 80.0 85.0 w 26-1/2" 25-1/2• 75.0 73.0 80.0 85.0 •v 0 3763" 36' 62" 75.0 75.0 BOA 85.0 � � � N 49' 48" 75.0 75.0 80.0 85.0 W ci> N N 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 j 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 3 m 26-1/2' 25-1/2" 75.0 75.0 60.0 85.0 N ' 37" 75" 36• 75' 75.0 75.0 80.0 85.0 9- Q O y_ 49' 4B• 75.0 7s.o Bo.o es.a UNEQUAL LITES (ORIEL TYPE) 3 O w 53-1/e" 52-1/8" 75.0 75.0 80.0 85.0 = p x N 4}V) 19-t/8' 18-1/B' 75.0 75.0 80.0 15.0 =C! 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 =N o 37• �• 36" 84" 75.0 75.0 80.0 85.0 � n i0 Y.TYP. BUCK DIMS )g'TYP, 3 N M `I 46-i/2' 45-1/2' 75.0 75.0 80.0 85.0 o Q to l� WIDTH -. E5 O FLANGE FRAME '-- V o �I rFLANGE`DIMS- BUCK DIMS N i� O w EQUAL LEG FRAMEW o 4 0 BUCK DIMS z EQUAL LITES 12 • • • • • • • o< m FIN F41A `E • • • • • • c� •• • • • •• •• •!• E,-,g,:JAVAD AHMAD n BUCK DIMS CML PRODUCT REVISED FLA E Y 70592 a9 GOmplying with the Florida C 3531 i3ltilding Code o B • ••• Accept,[,,No�Jr-O511..10 .. tl NOTE: • ••• _ • •• • • • 2x20 GLASS CAPACITIES ON THIS SHEET ARE. • • •• • E i. on DDe ff • e • b BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAQ-TdR F ME• • • • • • l'ZJ�1 By drawing no. AND FLORIDA BUILDING COMMISSION I FIAN•E DIMS •• �'••• ••• •• u WLaut de ProdueECmtltcE DECLARATORY STATEMENT DCA05-DEC-219 WTO-O3 sheet 2 of g • • • • • • • ••••• 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS �U v M .075'Interlayer 075" Intedayer Saflex CP With PET Core Saflex CP With PET Core o 13y'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z m i OR OR .090"Interlayer .090'Interlayer 0 a Saflex Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' By 'Eastman Chemical Co. Q f N OR OR O o O 090"Interlayer .090"Interlayer O m cJ Kuraray SentryGlos Kuraray SentryGlos CL By'Kuraray America, Inc.' OR By 'Kuraray America, Inc.' OR C 090' Intedayer .090'Interlayer FF.. Kuraroy Butacite PV13 Kuraray Butacite PV13 O V By'Kuraray America, Inc.' By 'Kuraray America, Inc.' V p m m *V.fiDER ANN. GLASS Im 1/8' HEAT STREN'D GLASS IOL IL 0 It Y. N furSILICONE N SILICONE GE ICO M7 GE CO �coDOW CORNING 899 N v i� DOW CORNING 899DOW CORNING 995 i � DOW CORNING 995 4i O0 0O O WFLePOINTS ON LTTES E' AT 1/4 POINTS ON LfTESHAN 36" W M4 WIDER THAN 36' a C71—. 111P-E, GL . TYPEJ'A' GLASS TYPE 'B' a O 5/16'OVERALLLAM. GLASS 5/16"OVERALL LAM. GLASS 3 O w, (L.M.I & S.M.I.) _ o N _y 1/8"ANN. GLASS 1/8' HEAT STREN'D GLASS N I 3N� e .075"Interlayer 075"Interlayer O n M Saflex CP With PET Core Saflex CP With PET Core By'Eastman Chemical Co.' By 'Eastman Chemical Co.' w Z Z N OR ORZ 3 090"Intedayer .090"Interlayer O Saflex Clear And Color Glass Saflex Clear And Color Gloss (9 Q By'Eastman Chemical Co.' By 'Eastman Chemical Co.' N U OR OR 1/4'AIR SPACE .090'Intedayer 1/4'AIR SPACE .090" Interlayer w Kuraray SentryGlos Kuraray SentryGlas w By 'Kuraray America, Inc.' OR By 'Kuraroy America. Inc.' OR 0 1/8"ANN. GLASS .090'Interlayer .090" Interlayer Kuraray Butacite PVB 1/8' HEAT STREN'D GLASS Kuraray Butacite PVB By'Kuraray America, Inc.' By 'Kuraray America, Inc.' B `o_aotl 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS i� SILICONE � m SILICONE m a GE 1200 ut GE 1200 M1 _ DOW CORNING 899 '3 DOW CORNING 899 t DOW CORNNG 995 \ M1 DOW CORNING 995 a !I I • •• •• mXL EDGE SPACER • o ST. STEEL 81 'CARDINAL' ST. SELR:IW.t • • E m o OR OR • • o A' U • •DURASEAL 13Y'QUANEX' DUR OR • O • •00• OR E9 SUPER SPACER BY'OUANIX' W E9 F •• SkN*SPACIR BY'QUANE• X' o Engr.JAVAD AHMLAD PRODUCT REVISED c+ r1k 1/4 POINTS ALL SIZES k M4 AT 1/4 POINTS ALL SIZES CML as complying%vith the Florida I W W SCA 538592 %ilding Code a GLASS TYPE 'Al GLASS TYPE 'I1'••• • —••` •••'•:• Ac-pt..-N.15-0 ! ,IQ s •. Y 0.70"OVERALL INSUL LAM. CLASS 0.70"OVERALL(OVERALL I LUSN�. LAL* Gll� ••• • • Pi�tion Date (L.M.1 ONLY) • • • • • • •s s i •• ay (S.M.L) • •• ••• • • • J.i- ;0<' 5 R'" DadePraduct drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ••• • • ` W10-03 EXTERIOR PLY OF GLASS TYPE 'Al' dr '81' MUST BE TEMPERED. sheet 3 of 9 • • • ••• • • ••• • • • • • • • • • • • • • • • • • TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME 1 FOR SPACING \V N METALW000 BUCYKd STRUCTURE d DGE<DIST. TYPICAL ANCHORS mY F - QHZ _SU d - ------------ FOR SPACING MIAMI DAOE COUNTY APPROVED [SEE IUANCHORS DST a3 o SEE SEPARATE NEDGE I . mOISTWfF o�IUoI cmi \ I'EDGE DIST. I I d A 1 __ --------- '� p I. p 09 � Q'OwtO o ISS �I TYPICAL ANCHORS TYPICAL ANCHORS Q .3 m y SEE ELEV. SEE ELEV. u) p FOR SPACING FOR SPACING a w 3 u 6 I'I �i M9 LL Z N J v 4 1 Lo 2 3/B"MIN. Q W f r 0 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N e !i.I SWEEP LOCK 2 3/8"MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING N L—it 1 OPTIONAL TO _ AGRSLL LOCK 1 /4 DIA. TAPCON�BY—I W'..(Fu=120-KSI, Fy=92 KSI) 3 ULTRACON BY 'ELCD' (Fu-177 KSI,Fy=155 KSI)F—Inr 3 O w CINTO.2BY WOOD BUCKS OR WOOD STRUCTURES = o N 1-1/2" MIN. PENETRATION INTO WOOD Ad a Ea \\ THRU 1BY BUCKS INTO CONC. OR MASONRY a N^ O I WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o O M ., p`y DEPTH SHALL BE 2%". THE USE OF 3 W I DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY Ed Z z u m 1-1 4" MIN.-EMBED INTO CONC. OR MASONRY z 3 _ PERMITTEDM I! . / F o_a W X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) v=wi U o INTO METAL STRUCTURES w a STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o i; 1 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g as z i. i o H s INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') ' o (NO SHIM SPACE) g , F m 54 1 - TYPICAL EDGE DISTANCE d 2 1 i 2 NTO CONCRETE AND MASONRY = 2" MIN. E6 INTO WOOD STRUCTURE = 1" MIN. i y I METAL STRUCTURE = 3/4- MIN. 2 °' g • • • • • • • • •� 8 o S O • •• • • • • IPOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c a m C 2 114 • • • • ••• C(JJRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. • ••• C* HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. _ 1 by d b 'a Eng,..JAVAD AHMAD PRODUCT REVISED r d. CML as complying Witt:the r'lutida r i _ d FLA PE y 70592 Buildittg Code Jg( I CAN 3538 Acctptan:t Nu! 'f751?,/0 .£ 3 3 a:, 9• •• a • a••:e f•• •:• 1TP110S1 D8C �ZQ ' EDGE DIST. •.� :o •I • • V ANCI�RSf • • BY 00 EE f�LLE�� • • s• _ Miami ade Ptodua drawing no. .D TYPICAL ANCHORS • • OR S�4CING • • i '� h [W10-03 1 BY SEE ELEV. n •• T1tnl WOOD BUCK FOR SPACING sheet 4 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,/4•MAX. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME 4.V o SHIM SHIMS of O ' Z m / TYPICAL ANCHORS TYPICAL ANCHORS O F z SEE ELEV. 1 Z 56 S5 SEE ELEV. HW Q FOR SPACING FOR SPACING "9 FLANGE ADAPTOR FRAME c o 0 v> METAL ,1 ti - STRUCTURE rn '/4• W 29 p 0 10, wl Qdfr•� 0 17• Nf EXTERIOR WC w000 E". —__ I• I J MQ J D.L.OPG. v E7 I II i!i O i 1/4-MAX. BUCK WIDTH 1/4 MAX. SHIMSME SHIMS TYPICAL ANCHORS O (x] I' o O W n SEE ELEV. I TYPICAL ANCHORS ! 3- O W FOR SPACING SEE ELEV. p FOR SPACING = N p N O — _ �y Fl ?!NM g 1 i�4• -\ 1 +/w000 Bu O � z 3 0�o� J GT R o n WOOD SFRUCTUR w Ez w WOOD BUCKS u MIAMI-DADE COUNTY - p o o n APPROVED MUWON rr'k MUWON ANCHORS 1/2'NP. Ic m P W SEE SEPARATE NOA Og BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 o AND 5 APPLY TO BOTH FLANGE FRAME AND _ _ FLANGE ADAPTOR FRAMES. F---1 •• ••• • • • _ a • • •• • mom I I - Engr.JAVAD AHMAD PRODUCTREVISED N FLA PE U592 7D592 ...plying with the Floria d ' Etilding Code `•' C.AN L __J � • • E3 • • • • ieWion Dote 4��� � _ L • • • • • • m • •• • • • • • •• sdePtod°ct drawing no. I14 X 1•FH. SMS. ••• • • • • • J �0�5 W l 0-03 sheet 5 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SSEEICELEV�CHORS STRUCTURE EQUAL LEG FRAME U n 18Y FOR SPACING WOOD BUCK x '.1 TYPICAL ANCHORS o F_____________________ o __ //////������SEE ELEV. m � I r ____________ �I m 3 d •- '� / FOR SPACING I I - E COUNTY APP OVER I m EDGFe.DIS1... / MIAMI DAD R Z A EDGE I� I j MULLION & MULLION ANCHORS I I Q •F N E DIST. 3 0 x �I SEE SEPARATE NOA it F I EDGE DISI. L 1._________JJ IL Al M3 E1 Ul0 _ � LL Ee i! r TYPICALANCHORSANCHORS TYPICAL ANCHORS Qt C 07 S M2 SEE ELEV. SEE ELF/. Q tL Q Q FOR SPACING FOR SPACING 00"E C II I. TYPICAL ANCHORS It m N i!d SEE ELEV. MIAMI-DADE COUNTY ; FOR SPACING v-.•0 — —_ __ _ -___ __ IIjIr---lIIjI, A PPROVED MULLION /-S O_N SaN N- MU- CHORS as ESEPOTNNOA1/4'MAX. BUCK WIDTH BUCK WIDTH QfSIMS BUCK WIDTH J F Of SWEEP LOCK 1 1/4" OPTIONAL TO d EGRESS LOCK AT SILL OOw m o fri Hn o O E4 o w L __J is NN h 0 I 0 0 r7 l oi N F 11 II m v E3 E8 #14 X7•FH.SMS. w Z Z N i u F Uo� w i � � w 3 x EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY N 11iili INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. o _I •.I 1 � ,ip I ooh 2 3/8'MIN. } _ R Sa I 2 v l , I � • � t I y—2�3/6'NTN. •• • • • • • • • • d �' 8 I TYPICAL ANCHORS M9 I • • • • • • • • .•.- �I SEE EP S FOR ING a i5 1 • • •• • • • • �'. o< m Ez ^ \�� En9r.JAVAO AHMAD PRODUCT REVISED t •� � ------� CMqss2 QulldingCode L as complying With the Florid. Q WHEN USED THE MIN. WOOD ,U01(•• • ••• • ••• C.APE 353eo _ Acceotante Nod t2•�� a 3' 3 • • • • Ln ivato Date f e - ••. m DEPTH SHALL BE 27§". THE U$E 01. •••• • • • • � � � EDGE iDISL v < • >. DEEPER OR BEVELED WOODRUCKS C • • • • • • • • By TYPICELANEHORS - PERMITTED. • •• • • • • • •• Miami ede F/odtet2 Comtrd drawing no. q, WOOD BUCK FOR SPACING ••• • • • • • _ 11. ?�i W10-03J sheet 6 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TYPICAL ANCHORS FIN FRAME U ILLUSTRATIVE DIS. ONLY n EXT. OR INT. FINISHESNISHESFOR SPACING � p NOT BY CGI 11 i I o m Z m 3 1 1/2' r 0 O1 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING a0 o p NOT BY CGI WB SMS (GRADE 2 CRS) a p A2E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES E8 - --- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 t n !. ! CAULKING V a m 'i M2 aC>M o jl! j ss 0 yW LL Ci !I!I M9 LLc8 V1 a li!I JaM_Q J Q W F r O II I i Vj ut Ij lj SWEEP LOCK n OP71ONAL TO vl E8 EGRESS LOCK N AT SILL X 3 O W B E6 NOT 13Y CGI 1% BUCK HEIGHT 1/4'MAX. = O O GAP a' E4 O !E 1/2•MIN. 1/2•MIN. fns_ O a >S z 3 C, n w BAULKI , = CA U<ING N II II N I 0 II II 1 I G M G it i! C 3 ID 1 KII II - _ _ - - - - - ---- - - - = of R� _ _ _ _ _ _ 5I � S4 a = I 1 HOUSE WRAP E6 NOT BY CGI Io <N i Ea EXTERIOR • • • • • • • •• h o ; M9 8• • • • • • • • •b.L OPG. `> o $$ 2 14 • •• • • • • .•• • o BACKBED • • • • • • • • • CAULKING •• 000 •• • • • •• E2 Engn JAVAD AHMAD PRODUCT REVISED H .e CML as complying with the Florida HOUSE WRAP FLACAN k 592 Building Code r 1 NOT BY CGI — • ••• • ••• • ••• 3538 A—pt:mceNo 5.0512.10 a i 1 1/2' i g • • • • • • • E °" r 8 E Miami ade h(duct � • •• • • • • • •• drawing no. 1 TYPICAL ANCHORS ••• • • • • • < 'j�17h W�Q—Q3 SEE ELEV. FOR SPACING Sheet ] of 9 3gI Soo 0 000 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 �/ V E1 CGI-100 1 FRAME HEAD 6063-T6 - 1• o E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - Z % E4 CGI-103 1 MEETING RAIL 6063-T6 - 5 E5 CGI-104 1 LOCK RAIL 6063-T6 - Q f n a E6 I CGI-105 1 HANDLE RAIL 6063-T6 U E7 CGI-106 2 SASH RAIL 6063-T6 - d EB CGI-107 AS REOD. 5/16"GLAZING BEAD 6063-T5 - �p E9 CGI-108 AS REDD. 0.700"GLAZING BEAD 6063-T5 E10 CGI-109 AS REOD. FRONT FLANGE ADAPTOR 6063-T6 ro Ell CGI-110 AS REOD. NAIL FIN ADAPTOR 6063-T5 - a C W M o0 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 n O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - a0 p N E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q wui 3 a u)^m E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - Z0{en a , Q W i h Ml CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PJC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. _(� M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM,3"LONG AT ANCHOR LOCATIONS PVC M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A N \ I M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. a MID - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. (n M11 W23201NG AS REGO. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. o X M12 CCI-129 1/WOW. EGRESS LOCK ALUM, SULLIVAN 3 O LLI M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = LL M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUN. _ M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M Ln�t j M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCENYLON M&M o 30 NM n M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. O$ N M18 CGI-132 2/WDW. SASH STOP. 2"LONG PVC PROTOTYPE OR EQUN. M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M F 3 O o Z O m v M21 - 2/WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. U O _j M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN rn M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. ¢ w N S2 2 OR 3/CORNER # 10 X 1 1/4'LG. PHL PH.SMS. ST/ST.ASSEMBLY SCREW - S4 - 4/WDW. k 8 X 1/2"PH. SMS. ST/ST BALANCE BRACKET SCREW - S5 - 2/WDW. # 6 X 1"LG. FH. SMS. ST/ST. SPIRAL B.ASSEMBLY S6 - 2/LOCK # 6 X 1/2"LG. FH. SMS. O CGI-133 &CAM LOCK - _ o ' o •• ••• • • • • • •• o- o •• ••• •• • • • •• Eng,..JAVAD AHMAD PRODUCT REVISED « CMPE pL as complying with the Florida Q " RC.AN.353892 Suildi.I;Code I., • f•• • ••• • ••• Acceptance N4� *, �' ade • •• • • • f • •• `�l' a �� drawing no. i W10-03 C.heet 8 Of 9 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 • 0 2.505 -2.505-7 -q sz o o m 3 1.745 g 1 811 1.550 E12 1.015 L•-NR. 7.24 5 I� . 4Elt 0 50 1.395� 1.650 4F- L . 65 7.015 FLANGE FRAME HEAD EFLUSH FRAME HEAD NAIL FIN ADAPTER 1.583 1.583 1.D07 .745 .065 .065 DOLz TOF � <m NoLLrpNGnp� LL N 2.113 LL Z y-n J az�y w 3.175 3.175 7.366 1.075 Q w�-I f f 3.675 1.429 1.429 VENT TOP CORNER O I .500 1.220 \ � 7.000 500 T- n Ea MEETING RAIL '^ 2.505 FRAME TOP CORNER `J' t/1 � �2.505 0 1.220 3 0 Lu E14 FLANGE FRAME SILL O FLUSH FRAME SILL = N vi y� .500 .301 1.043 1.788 p .065 S2 3 N .065 .065 1;2.. iYP.2.440 iYP z.440T1P 'pm-7 -7 5LOCK RAIL1.015FRAME BOTOM CORNERVENT BOTTOM CORNER--4,745 2.195646 Io--2.346 E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1.892 .490 --={ .120j r 043 7065 TYR ci 1. N i 8 .705 .050 TYP. .7045 _.050 7YP. � I 52 ,�_ 1 1.015 � ISI V o d 664 j .864 I E6 •• ••• • • • •• °'h $o 1 HAND RAIL • • • • • • • • " g g g E8O E9 • •• • • • • ••• • ��a m v 5/16" GLAZING BEAD .700' GLAZING BEAD • • • • • • • 0 Engr.JAVAD AHMAD n "� 11.395-q 1+ 9 .745 �.05 C/L PRODUCTREVISED 160 293 .180 MAN.3536592 Evlldin'Codeying itli the Florida • ••• • ••• _ x B .050 -� ,060 1,025 ,065 1.015 x.55 • • • • E P�ra1�n Date S"061 o -• • • • • •• • • • • • •• By drawing no. 1 .•. • • • • • f �7I115 N� Dade Pr W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER E7 SASH RAIL Et0 FLANGE ADAPTOR sheet 9 Df g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY L1'�:L41� 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.miamidnde.gov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33171 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve-the right to have this product or material tested for quality assurance purposes. If this product or material,fails to perform in the accepted manner, the manufacturer will incur the expense of suclrtesjing and the AHJ may*•• • immediately revoke, modify, or suspend the use of such product or material withir2 their jurisdlUtlt% RER • reserves the right to revoke this acceptance, if it is determined by Miami-Dadd I8ddty ProdtW Control'•••• Section that this product or material fails to meet the requirements of the applicable MWIng code. •• •••• This product is approved as described herein, and has been designed to comply•vyH,,t}re Florid%puilding..•• Code including the High Velocity Hurricane Zone. • DESCRIPTION: Series`t238Ou Outswing Aluminum Casement Window-L.1V>F)E. 0000 ••••;• APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Ji*A* vipg Cajeme rt Wdv.••�:• (L.M.I.)", sheets 1, 1.1,2, 3,4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,with revision d dated 04/1(r15'pfepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing*40lliami-bade Count;**": Product Control Revision stamp with the Notice of Acceptance number and expiration date by tli6kami- Dade County Product Control Section. MISSILE IMPACT]RATING:L _aud 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. member-preceded---by--the—words-Miatrri-Dade-EounV,-Fleril.a, and followed by the expiration date may be displayed in advertising literature. If any portion of the.NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user. by the manufacturer or its . distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 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.15-0512.19 MIAMI-DADS COUNTY Expiration Date: October 26,2018 Approval Date: September 17,2015 All, I Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted under 1VOA's #96-0417.03 and#01-1002.03) 2, Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by-Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B: TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC,TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 2013-94 :"' •••••• along with marked-up drawings and installation diagram of a series 1500 P•Vef xed •, window,to qualify DuPont"Butacite"PVB interlayer,DuraseAnwd Supel-19 insulating glass spacer,prepared by Certified Test Laboratories,;t`gjt Re. ..70.. - ;•••• CTLA-3056 WA;dated 03/03/15, signed and sealed by Ramesh C. Patel,VS..' ..... 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading par:FBC TAS 492.94 •• ••• 2)Large Missile Impact Test per FBC,TAS 20T-91 "" 3) Cyclic Wind Pressure Loading per FBC, T&2M94 •• •;;• along with marked-up drawings and installation diagram of a s@ries.7400 P.;FVpfojeet. out window, to qualify DuPont"Butacite"PVB interlayer, Dura9#114 and&er- •••• Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Xtport 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 203794 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super SpacerO-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 exile Impaet.Test er•FBC, AS 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 a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009W 3,'dated 03/24/14, signed and sealed by Ramesh-C.P l,'P.E. (Submitted under previous NOA #14-0506.01). Manuel Pe z,P.E. Product Control xa finer NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 casement window, prepared by American Test Lab of South Florida, Inc., Test'Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted tinder NOA #124220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94. :"'•' ...... 2)Uniform Static Air Pressure Test,Loading parPB;C,T�S•20?-94 •, 3) Water Resistance Test,per FBC, TAS 202-940:0 0 0000 •'• 000000••'•• 4)Forced Entry Test,per FBC 2411.3.2.1, ancf1*A8*202-94 ;••••; along with marked-up drawings and installation diagram of•oA41ftmintWi;a§emen1,,.. window, prepared by Hurricane Testing Lab., Inc., Test Re} It No. H44,4080••:•• 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for spectlten B a&id•C, dated•••:• 09/21/07 and 10/12/06, both signed and sealed by Vinu J.Abra'4i9&ia7,V.E.4,0 • (Submitted cinder NOA #081010.02) • ...... 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201.94: ... :'••': 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 0.: along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido V. Font, P.E (Submitted tinder NOA # 08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum 'casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. 6Submitted i oder NOA's ftrnn�,03) Manuel ere Product Control Ex T er NOA No. 15-0512.19 Expiration Date: October 26,2018 Approval Date: September 17;2015 E-2 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri,P.E. (Submitted tinder NOA #96-0417.03) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis,comp? ingdvith FBC-2010, •""' dated 4/24/14,prepared by Al-Farooq Corporation, signed ancrsea'le$by Javaa :•••• Ahmad P.E. • (Submitter)under previous NOA #14-0506.01) ' ...... .... ..... 2. Glazing complies with ASTM E1300-09 • .. .. .... ...... D. QUALITY ASSURANCE •••••• 1. Miami-Dade Department of Regulatory and Economic ResourLes tMR) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB GIass 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 Manuef Pere ,P. . Product Control Ex min r NOA No. 15- 19 Expiration Date: October 26,2018 Approval Date: September 17,2015 y E-3 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FB_C- 51h.Edition-(2014), daied April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted tinder previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham,P.E. • (Submitted tinder NOA # 08-1010.02) •••••• 4. Laboratory compliances letters for Test Reports No. HETI-0&2143; •••• •' HETI-08-2144,HETI-08-4287 and HETI-07-4298, issued byItttticane••••• ••••'• Engineering&Testing,Inc., dated 06/27/08 and 07/17/08, all'sr7n:d and sealed by •••• Candido F.Font,P.E. •••��• •��• ��•�, (Su bmifted tinder NOA # 08-1010.02) ...... .... ..... 5. Laboratory compliance letters for Test Reports No. HTL-00804303 96 and:• ••••,• HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc:,081fe i 03/06/16 and '• 11/10/98, both signed and sealed by Timothy S. Marshall, P.E; •0 :000:0 •••:• ;000• (Submitted under NOA #96-0417.03 and 01-1002,03) ' ' 0 0 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-104f,4sued by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted underNOA #96-0417.03) 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows &Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.T.,approved on 06/26/14 and expiring on 10/26/18. Manuel erez Product Control Exr NOA No. 15-0)V52.19. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTIONS WINDOW WIDTH (> -�, FLANGE FRAME VENT WIDTH 117 4,Uv o WW-2" �Y j m t D.L. OPG. W'W' O n -7" 6'MAX. TYP. 7 A HEAD/SILL CORNERS 4 u O 6 ()♦' 2 O CAM LOCKS jj N z °N� G u Q c=i 9 2 LOCK POINTS a = 3 p ALL SIZES C II / R m �o 6- N O SNUBBER g w C G.I � 1 F N I I ��>� q AT IMPACT WINDOWS ONLY w 0 6 C N V5 I I x 0 m �'+ -x--T zF--- SURFACE APPLIED 6 ° � 1 z --1.===-- --- I - f .ia FALSE MUNTINS ZZ lV g �i _________ o I __________ `µ II OPTIONAL 1 o II\ II O I II \ FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. I _ O L t 7 2 3 D.L.OPG. D.L.OPG. 2 1/2" 8 4"AT HEAD/3 LL O F VENT WI _VENT WIDTH I' TYPICAL ELEVATION �3 1� C4 0 WINDOW WIDTH i WINDOW WIDTH (FLANGE FRAME) N EXTERIOR I 1 MULTI POINT LOCK p 3 M N I ` j MAXIM MULTI POINT LOCK 99 BY 'INTERLOCK' ao I 9A BY'TRUTH' ALT. TO CAM LOCKS ' ALT,TO CAM LOOKS _o n o I U (9a¢ d i MAX.WDW. LOCK MAX.WOW. LOCK vl U HLIOMT POINTS HEIGHT POINTS 42" 2 O 38' 2 63" 3 6 84 4 i z 3L 84' 1 S cH§8€€ 2 L1.1U1J g o a +u S B B SONg E-SE-IWNDOWS-AR£-iAT€D-9OR-6ARGE & SMA6L M4&SILE-IMPA SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: •• ••• • • • • • •• " "!2C a —�V N USE CHARTS AS FOLLOWS. T • • '80: • • • • • • 2 o e1 g ry NOTES: •1L • •• • • • • • FOR �SEPARATECGI UNITS, REFER TO > ' STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN ULJ$I�GNEe4D:ST•ftD j0 QOMQLY WRH THi LION N.O.A. ` ON WIND VELOCITY. BLDG.HEIGHT.WIND ZONE REQUIREMENTS OF THE FW§IDA WIJWJG COW INCYIJDINOHIVH VEYOCfTY USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). _ En9n JAVAD AHMAD It STEP 2 SEE CITY O D IRE G 3 AND 4 FOR DESIGN LOAD WOOD BUCKS DY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER CML PRODVCTRBVISEDCAPACITY OF DESIRED GLASS SIZE/IYPE. LOADS TO THE STRUCTURE. �.•.• FTA PE 1 70592 m Implying with am FloridaUSING CHMT ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS ED*StAC£D SHOWNO: DETAI • ••• CAN.3538 Biulding Code STEP 3 L ISI 41 OR 5F AcccPlvucNo I5-US1'2 1`�WRH DESIGN RATNC MORE THAN DESIGN LOAD SPECIFlED EMBEDMENT TO BASE MA IAL Will BE ND 1�L DRESi1NC•OR STUCCO. �2015 �r�alloDaleIN STEP 1 ABOVE. 3 ' STEP 4 IF ALUMINUM SUCK SYSTEM IS USED USE CHART ON NOTHO RT OF THIS AAIiPRRO AL L�0�7S R07 SHIN�!�iES DEYAIIs ARE:• By •i• • • • • • Idi Ploclud drawing no. SHEET 7 7o DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98-1 00 STEP 5 THE SMALL APPLY LUE RESTIRE LSE FROM STEPS 2,3 AND 4 M. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ••• • • • • ••• sheet—1-f 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH VENT WIDTH 4,U o WW-I 1/2' Z m GENERAL WINDOW SECTIONS D.L. OPG. C �^ 3 EQUAL LEG FRAM WW-6 1/2' a 6'MAX.TYP.HEAD/SILQ S ry a A CORNERS 0�+ 0 ERS0 U n IA IL wItT�y-g¢g aNVoNcO�a 00 _ . 4nl~Q7' rk 13 Gx N WNx CAM LOCKS 2 LOCK POINTS O 8N ALL SIZES g = Q= \ ; i/ �i Q W`�f O SNUBBER W 5 S j Z �'� --T�--==�F=== SURFACE APPLIED AT IMPACT WINDOWS ONLY SS 1 \ II II FALSEALNTINS IOPTIO O I II\ II J N 6 I 0®10 \ rLLr== 3 U -4 o II i'L pp Z n v) n x (If 1 e p� M 24" MAX.TYP. Sc' s V) a< ----- - AT HEAD/SILL ' is TYPICA ENATION o v L (EQUAL:LEG'FRAME) O M,� to 3 FOR GLASS TYPES. 0 3 N 2 Lz 1/2'REFER TO Z z 3/4' VENT WIDTH SHEETS 3 AND 4, VENT WIDTH 3/4' E5 WINDOW WIDTH WINDOW WIDTH U O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRU ALT. 9B BY INTERLOCK' W TO CAM LOCKS ALT.TO CAM LOCKS I MAX. WOW. LOCK 9 3 I HEIGHT POINTS •WOW. LOCK o e I HEIGHT POINTS - � I 42' 2 38• 2 $�g a ao 0 63" 3 e 56' 3 1 84' 4 74• 4 �z tE v I • • • • •• y U W � • • • • • • • 0 O M x 1 • • • • • • • •H ry ry o 1 I1 t • • • • • • �c" "_ -� S555 3 6 •• ••• •• • • • •• O ^I-,�n� Engr.JAVAD MMAD $ ■ o 2 �JVL CML PRODUCTRHVIS6D g • •• • ••• • ••• M PE/70592 U complying with Qle Florida r © - • • • • • • • CAN.'3678 Olulding Code •_ o 8 • ••• • • • • Acaput>ce No( •�T-sIZ•jq • • • • • f • • • • px Itallon Date �18 v $ 3 7 • •• • • • • • •• ••• • • • • • qY.w g 1p ,� Mimti ade Product Cartrol drawing no. A W98-100 sheet�,)of 7 • • • • • • • • • • ••• 0 0 0 000 0 • Imo---2,625 2-5/B I--2.075 1--L757 �(■ �j I 768 V o 7I�— 0 5 625 I �I —J. 1,000 1.307 ,090 TYP, m � L875 O 2,625 N 2.215 _ J 720 a a .080 TYP, 2.465 ---1 1.438 0 O 0 v 1.2221 �.O a 13 CORNER KEY CORNER KEY V a ti THICK ST. STEEL O .062 THICK ALUMINUM Q FLANGE FRAME Q VENT (5/16" LAM. GLASS) 0'OR m g 2.075 1.757 $r N y�r8� .7sa Q�3LLF 671 090 TY". 1.057 1.875 VENT CORNE5 2. 5 .oeoTYP2 0 t.a3e o � N J N e 1.624 3 Z ri EQUAL VENT (INSUL LAM. GLASS) 1A LEG FRAME 2B ^ ALL FRAME AND VENT CORNERS TO BE ITEM PART QUANTITY DESCRIPTIONL757 0�Wj MATERIAL MANP./SUPPLIER/REMARKS O SEALED WITH GE SILPRUF OR EQUN. 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEC OR EQUN. 9 O m IA CCI-397 4 EQUAL LEG FRAME 6063-T6 INDALIX OR EQUIV. .090 TYP. z gtiJ 2 CCI-378 4 VENT(5/16'LAM.GLASS) 6063-Tfi INDALOC OR EQUN. L875 ( "(i"F�I`-7� ' 2B CGI-381 4 VENT(INSUL LAM.CLASS) 6063-T6 INDALEX OR EOUN. I I_ v S 720 ?i 5 2C CGI-385 4 VENT(7/18'LAM.CLASS) fi06J-T8 INDPLIX OR EQUN. L"�_J 0 M 3 CGI-375 4 OGEE GLAZING BEAD 6063-i5 INDA.EX OR EQUN. L438 Z Z 3A CGI-396 4 SQUARE GLAZING BEAD 8063-TS INDALIX OR EQUN. 3 , 1LL N _ p 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1,347 OO 4 5 - 8 .060 THICK CORNER KEY ST.STEEL 6 AP-425 AS REDO. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 2C VENT (7/16' LAM. GLASS) C--� 7 Q250-K-190 AS REOD, VENT WEATHERSTRIPPING SCHLEGEL Q-LON 8 35-10-00-101 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)/a X 3/e'SS SMS ,754 N 8 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)/8 X 3/8'SMS G W 9A - I/VERT MULR POINT LOCK - TRUTH 9B - 1/VENT MULR POINT LOCK - INTERLOCK o COL< g / I 10 = 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING CK STEEL CCI,ATTACHED W/(2)/10 X 3/8"SS SMS /(2)�8 K 3/8'SS SMS 11 1 OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W 617 o`1 11 / I I A - 1 OPERATOR(OPTIONAL) STEEL INTERLOCK 3O CGI-375; OGEE GLAZING STOP 0$o g= 12 30175 1 OPERATOR TRACK E 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS I � - 110 X 1-1/4'SS SMS - I •• ••• • • • • • •• .8V61 0• > R=S x •• 000 •• • • • •• ®CGI-396: SQUARE GLAZING STOP _ Ew,JAVAD AHMAO I In CML M.PE/70592 PRODUCTRI'VISEO r • ••• -• ••• • 000 CAN.35 8 ®ccmtpl)dna wish Yte Claid� _ • • • • • N • Building Ca dN0e a B • • ••• • • • • Acceptance • • • • • • • • • • Y 2015 8X imtion bate !B FRAME CORNER • •• • • • • • •• drowln 000 • • • • • M1em' as Product Co W98 e 100 sheet 2 of 7 , ••• • • • • ••• • • • • • • • • • • • • • ••• •• • • • •• •• ••• • 0 000 0 • 1/8"ANN.GLASS 3/16'ANN. GLASS 3/16°HEAT STREN'D GLASS .075"Soflex CP With PET Care .075"Saflex CP With PET Core V o By'Eastman Chemical Co: By 'Eastman Chemical Co.' .090"Saflex Clear And Color Glass .090"Saflex Clear And Color Gloss .090"Saflex Clear And Color Glass m By 'Eastman Chemical Co.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z INTERLAYERS� INTERLAYERS INTERLAYERS 0 m J .090"Butocite PVB .090"SenlryGlas .090"SentryGlas 'Q z By'Kumray Americo, Inc.' By 'Kuraray Americo, Inc.' By'Kuramy America, Inc.' f" .090'Butocite PVB .090"Butocite PVB a o 0 By 'Kuraray Americo, Inc.' kl By 'Kumray Americo,Inc.' u 1/8'ANN. GLASS m C w 3/76"ANN.CLASS z 3/16" HEAT STREN'0 GLASS d x E p 4 SILICONE GE-1200 SILICONE SILICONE 1313W 995 GE-1200 GE-1200 p DOW 899 DOW 995 I! I! DOW 995 I 1 Q'C M I!: DOW 899 ! ! DOW 899 ! G IL Q Q . SQUARE BEAD O r001 (Y ALL GLASS TYPES Q w h d g ,5/16"NOMINAL 7/16" NOMINAL 7/16" NOMINAL (L z M GLASS '3'TYPE '2" GLASS TYPE GLASS TYPE "6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 MR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INStAL1AWON DETAILS WINDOW DIMS. I GLASS TYPE'2' GLASS TYPE'3' GLASS TYPE'6' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' GLASS TYPE'6' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3GLASS TYPE'6' -j O1 WIDTH HEIGHT lExr.(+) 1NT. (-) EXT.(+)I INT.(-) EXT.(+) 114T.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT. (+) INT.(-) WIDTH HEIGHT EXT. (+) INT.(-) EXT.(+)I INT. (-) EXT.(+) 1N-r.(-) . U j Z 20' 110.0 194-3 110.0 795.0 710.0 195.0 20' 98.8 112.6 110.0 795.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 3 - A. 24" 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2' 26" 110.0 195.0 110.0 195.0 110.0 195.0 � o 28' 110.0 130.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 110.0 145.4 110.0 195.0 110.0 195.0 0 30" 110.0 129.5 110.0 195.0 110.0 195.0 30" 60" 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 0 w 36" 0_ 32" 110.0 121.4 110.0 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 z Lr 36" 107.9 107.9 11010 195.0 110.0 195.0 36' 64,8 64.8 110.0 120.0 1tO.0 120.0 26-1/2" 38-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 =N o 40" 97.1 97.1 110.0 195.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 42" 92.5 92.5 110.0 120.0 60.0 60.0 42" - - 60.0 60.0 60.0 60.0 42" 66.8 86.8 110.0 120.0 110.0 120.0 ? O N I 20' 110.0 156.5 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 0 3 n 24' 110.0 138.9 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 28-1/2" 99.7 104.7- _110.0 195.0 110.0 195.0 „1 Z Z L. o 50_5/8" 28' 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37" 1 74.7 74.7 110.0 120.0 110.0 120.0 I O v 30" 42_ 110.0 111,0 110.0 195.0 110.0 195.0 30" HB" 50.6 60.6 110.0 120.0 110.0 120.0 42" `65.5- X65.8^ '110.0 120.0 110.0 120,0 g (�0 Q J 32' 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 95.7 104.2 110.0 195,0 110.0 195.0 '^ O 36' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110.0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 40" - 60.0 60.0 60.0 60.0 37" 80-0 60.0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 60.0 60.0 20" 86.4 66.4 110.0 195,0 110.0 120.0 42' - - 80.0 60.0 60.0 60.0 20' 110,0 145.7 110.0 195.0 110.0 195.0 24" 56.7 56.1 110.0 120.0 110.0 120.0 19 63.0 83.0 110.0 195.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 28' 72, 46.9 48.9 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 48.6 46.6 110.0 120.0 110.0 120.0 w o 28" 103.8 104.1 110.0 195.0 110.0 120.0 30" 46.0 46.0 110,0 120.0 110.0 120.0 37' - - 59.8 59.6 59.8 59.8 p 30" 49, 97.1 97.1 110.0 195.0 110.0 120.0 32" 43.8 43.6 110.0 120.0 110.0 120.0 37" 77' - - 55.3 56.3 56.3 32' 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 36, 80.9 80.9 110.0 120.0 110.0 120.0 32' 76" - - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF d S WHEN MULTI POINT LOCK BY'INETRLOCK' 9B 40 - - 42" 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 1 _ 20" 110.0 129.5 110.0 195.0 110.0 195.0 24" r> 43.8 43.6 110.0 •2010••11010 120.0 • • •• #�k SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY m 24" 96.0 107.9 110.0 195.0 110.0 195.0 28' 78' 38.1 38.1 110. 120.0 11 1 .0 • • • SEE SHEET 1 y O o xt 7 • • • `> o$ 28" 88.2 92.5 110.0 120.0 110.0 120.0 30' - - 110.0 120.0••60� 6�0 ••• • LL - 30' 84.4 85.3 110.0 120.0 110.0 120.0 32" - - 60.0 •60.0 •604B aft • • • O • • •• 32" 54' 80.9 80.9 110.0 120.0 110.0 120,0 20" 41.5 41.5 110.0 120.6 110.0 120.0 36" 71.9 71.9 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 Engr.JAVAD AHNOD ,) s 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 84" - - 110.0 120.0 54.5 54.5 CML PRODUCT REVISED Q FLA.PE i 70592 as complying wilh the Florida 42' 61.7 61.7 110.0 120.0. B0.0 60.0 30' - - 51.2• •50.9 51 R SEa • ••• CA 3538 as cam g Code B 32' - - 48.3 4.3 48 48 AccePIau¢No1�'OJr12•iq - NOTE: • • • • • • • • • • BxniratialDele �8 v a a fi GLASS CAPACITIES ON THIS SHEET ARE NOTE: •• • ••• ••• • By� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS 015 Mi Dade Product yygg_100 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'TEMP. GLASS 1/8"TEMP. GLASS U V AIR SPACE AIR SPACE 1/8"ANN. CLASS 1/8"TEMP. GLASS .075"Saflex CP With PET Cora .075"Satlax CP With PET Core Z h 3 By'Eastman Chemical Co.' By 'Eostman Chemical Co.' O W J .090"Saflex Clear And Color Glass .090"Saflex Clear And Color Class Tv Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' n al INTERLAYERS INTERIAYERS Q IL o_ .090"SentryGlas .090"SenlryGlos O e f By'Kuroray America, Inc.' By'Kurarcy Americo, Inc.' C .090"Bulacite PVB .090"Butocite PVEI a By'Kuroray Americo, Inc.' By'Kuroray America, Inc.' SQUARE BEAD 1/8"ANN. GLASS 1/8"TEMP.CLASS ALL GLASS OPTIONAL 5 M SILICONE SILICONE 0'C w M GE-1260 Q D.Q I DOV 995 I DOW 9950 .3 m I. DOW 899 DOW 899 In O N XL EDGE SPACER XL EDGE SPACER "'--' Q W w c, ST. STEEL BY 'CARDINAL' "' BERING BLOCKS ST. STEEL BY'CARDINAL' SETTING BLOCKS J N OR 2/ LITE OR 2/LITE t9 OURASEAL BY'OUANEX' EPOM DURASEAL BY'QUANEW EPDM Q OR DUROMETER 65±5 OR DUROMETER 85±5 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'OUANEX' 3/4" INSULATED O GLASS TYPE '2A' GLASS TYPE '3A' J m g Z n _ m PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS to NO SHUTTERS REWIRED NO SHUTTERS REWIRED NO SHUTTERS REQUIRED REFER TO SHEER 5 THRU 7 FOR INSTALLATION MAAS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS O Lj n WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A, GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3s' pit WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT-(-) WIDTH HEIGHT EXT.(+) 1NT. (-) EXT.(+) INT.(-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT.(+) 7NT. (-) Z V) 20" 110.0 194.3 110.0 195.0 20• 98.8 112.6 110.0 195.0 19-1/8• 110.0 195.0 110.0 195.0 ' �N o 24" 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 28-1/2' 26, 110.0 203.0 110.0 195.0 = N 28' 110.0 136.8 110.0 195.0 28• 75.7 83.3 110.0 120.0 37" 110.0 145.4 110.0 195.0 O M n 30" 36" 110.0 129.5 110.0 195.0 30• 60, 73.2 77.7 110.0 120.0 42" 110.0 12&1 110.0 195.0 0 3 J N Z 32' 110.0 121.4 110.0 195.0 32' 70.2 72.8 110.0 120.0 19-t/8" 110.0 190.5 110.0 195.0 N 3 01i n 36' 107.9 107.9 110.0 195.0 36' 64.8 64.8 110.0 120.0 25-1/2" 38-3/8, 110.0 137.5 110.0 195.0 40• 97.1 97.1 110.0 120.0 40" 60.0 60.0 - - 37' 9&5 98.5 110.0 120.0 42" 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42, 86.8 86.5 110.0 120.0 20' 110.0 166.5 110.0 195.0 20' 85.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 O 24' 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 50-5/8' 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 yy 30' 42" 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 110.0 1182 42• 65.8 65.8 110.0 120.0 C Y 32' 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 112.2 19-1/B' 96.7 104.2 110.0 195.0 n S v 4 36' 92.5 92.5 110.0 120.0 36, 60.0 60.0 - - 26-1/2' 63" 74.9 77.9 110.0 120.0 g Q g m 40" 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 60.0 60.0 110.0 117.0 V 3 42' 79.7 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42' 60.0 60.0 - - g 9 b p5 20' 110.0 145.7 110.0 1910. 24' 56.1 56.1 1093 109.3 19-1/8• 63.0 63.0 110.0 120.0 Fi 24" 110.0 121.4 110.0 195.0 28• 7Z" 489 48.9 95.3 95.3 26- 2 74--174- 6.6 6.6 90.9 9U.9 26' 104.1 104.1 110.0 120.0 30' 46.0 46.0 89.6 89.8 37" 59.8 59.8' - - NOTE: 30' 97,1 97.1 110.0 120.0 32' 43.6 , 43.6 85.0 85.0 37'0 •/�• 05649 563 - GLASS CAPACITIES ON THIS SHEET ARE o o n 4g ��oaa 32' 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - • • •• • • • • • BASED ON ASTM E7300-09 (3 SEC. GUSTS) > - v 36' 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMIT MAI►10A�TO .a.0 AND FLORIDA BUILDING COMMISSION c 76' WIZEN MULY POINT 4LOCN BY•'IN1iRL•CK' se DECLARATORY STATEMENT DCA05-DEC-219 40' 72.8 72.8 110.0 120.0 36• 60.0 60.0 - - • USS•• •• • • • • 42' 69.4 69,4 110.0 120.0 20' 52.0 52.0 1013 101.3 m 20' 110.0 129.5 110.0 195.0 24• 43.8 43.8 85.4 85.4 �k*SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY Engr:JAVAD AHMAO + E 78' SEE SHEET 1 CML PRODUCT REVISED i 3 24' 96.0 107.9 110.0 195.0 28' 38.1 36.1 74.3 . 74.3 FlA.PE i 70592 .omPly;aB with Tho Florida 3 • 0 0• • 0•• •- _••0 CAN.3538, luildin C - 28` 92.5 92.5 110.0 120.0 32' - 60.0 60.0 - - - B ,. • • • • • • • Acccplehca No l6'-D5l2.ly 30' 84,4 86.3 110.0 120.0 20' 41.5 41.5 80.8 80.8 • • ••• • • • • B 'ration Date !8 k u 54' • • • • • • • • • • v 32' 80.9 80.9 t70.0 120.0 24" 34.9 34.8 �.068.036' 71.9 77.9 110.0 120.0 2884" 54.5 54.5 ••• J&E: 00002012.1RY40• 64.6 s4.a t1D.o t2o.o 30' 51.2 51.2 LOAD/AREA LIMITS M;2• 61.7 61.7 110.0 120.0 32' 48.3 48.3 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. v W98-100 +110.0, -195.0 PSF = 10.00 S0. FT. sheet 4of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) �V U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS o SEE ELEV.FOR SPACING to SEE SHEET 6 FOR DESCRIPTION Z 3 TYPICAL ANCHORS TYPICAL ANCHORS O 1- A -i SEE ELEV.FOR SPACING /—SEE ELEV. FOR SPACING Z SEE SHEET 6 FOR DESCRIPTIONSEE SHEET 6 FOR DESCRIPTION METAL Q f N STRUCTURES A. a THK.MIN. O o u X1'3/8" SEALANT I I SEALANT O o LL U V n n�� a IL 1n oo �z O aQQ EE 2 1/8' a a.i' a �N 2 1/8' ' 3 C a~0 a MIN. U LL • 1'MIN • 1"MIN LL z UI o � F e 2-1/2"MIN. 2-1/2" IN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' O MATER PRESSURE TREATED mATERIbI.:PRESSURE TREATED � N J N TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 3 Z n ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES V)o N O w 1/8'MIN. Q TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING �n m SEE SHEET 6 FOR DESCRIPTION 3 N x-11 3/8' I I I I O 3 M m SEALANT I I SEALANT a� MIN. 4 ♦is BUCK INSTALLATION BY OTHERS ° BUCK INSTALLATION BY OTHERS ATTACHMENT TO o 3 I-MLN- 1"MIN' APPROVED MULLIONS 0.W INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' d 2 ESSURE-IRFATFn TYPICAL INSTALLATION DETAIL TYPICAL I A 0 DEMI �n"n GIST LIAiI��s• • • •• = m- d�6 H�nn�E$ ON ALL FOUR SIDES/USING WOOD� ON ALL F R SIDE U31�( TQ • •• • • • • ••• • O c ALUM CHANNEL •• ••• •• • • • •• 3/4'X 1'X 3/4"X 1/8' &g,;JAVAD AHMAD -REVISED to ,� 2-1/2"LONG CML PRODUCT-RE AT ANCHOR LOCATIONS M.PE+70592 wcmplyiogwith V.Florida n i • ••• • ••• • ••• CAN.J538 '""ing Code (5"0512 • • • • • • • Accepinrtce No • S • • ••• • • • • Ex iration Date wi a $ • • • • • • • • • • O WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ••• •• • • ••• •• DY I ••• • • • M � Mim»Dade Produci drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR t OCATION W98_ pQ THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES �v 3 U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 0 o TYPICAL ANCHORS IT SEE ELEV. FOR SPACING �o SEE SHEET 6 FOR DESCRIPTION 0METAL � E.w • a TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES Q IL °- SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/6'THK.MIN. �', v SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 0 LL l 1 3/6• I 0 t V o � 0 I p as< .oi K 2 1/6' �.. . v V .`. v. �,' °, MIN. l Z N f ,I -""Z "sd •1'MIN. o 1'MIN. 2-1/2'MIN. 2-1/2'MIN. O INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE WOOD BUCK TYPE '2' - MATERIAL:PRESSURE TREATED MATERIA PRESSURE TREATED � Z n TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO tE V ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 0 w 0uj En 1/6'MIN. YL �N o SS n TYPICAL ANCHORS TYPICAL ANCHORS _ SEE ELEV.FOR SPACING TYPICAL ANCHORS - O M SEE ELEY. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION SEE ELEV. FOR SPACING I TT'l l 0 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I tl l ii it - o-v Uo¢ II T- O II II 11 H _ II It 0 2 1/6' w w rc w MIN. e v BUCK INSTALLATION BY OTHERS ° ATTACHMENT TO10.6a BUCK INSTALLATION BY OTHERS APPROVED MUI I IONS ° g I I . INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION p"y•• • • • WOGD TU.Ct T(PE '4' o MATERIA!,: PRESSURE TREATED • • • • �- • • •• • YATWIA PRGSSURE TREATED > a 3 S. c" TYPICAL INSTALLATION DETAIL TYPICAL• I� on-�f/QI•• 0 0 ••• ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Engr.JAVAD AHMAD $ .' CML PRODUCTRIiVISBD 9 FLA.PE i 70592 qa cmnplyiog wilh Ne FWda 4 4x • ••• • 90: •• ••• CAN.3536 Building Cade n • • • • • Ap,y,�No 15-0512. 9 _ • • ••• • • • • 'roli"Dnte ]$ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • • 000 •• By LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• • • • • Mian Dade Produc Cm Browing no, THEM TO THE BUILDING STRUCTURE. ��5 w98— 00 I sheet 5.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS U r, REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS o ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CDP ANCHORS W/0 SHEAR CDP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR Clip '�Y[ WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17'D.C. AT 10"O.C. WINDOW DIMS, AT 17"O.C. AT 10'O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17'D.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. rn WIDTH HEIGHT LIR.(+)/IMT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT(+)/INT.(-) WIDTH HEIGHT LXr.(+)/INT.(-)DIT.(+)/INT.(-)EXT.(+)/INT.(-)DR.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/IMT.(-)EXT.(+)/INT.(-)LXT.(+)/IM.(-)EXT.(+)/INT.(-) O j 20' 195.0 195.0 154.8 195.0 32" 76" 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 Z 24' 795.0 195.0 129.0 172.0 36' 118.4 189.5 67.9108.6 28-1/2" 26' 195.0 195.0 107.8 161.8 Q f n < 28" 192.9 185.0 170.6 147.4 20" 195.0 195.0 119.1 190.5 37" 195.0 195.0 77. IL 2 30' 715.9 Q IL U 36" 168.8 195.0 160.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 79-1/8' 195.0 195.0 151.9 195.0 d x 32' 96.6 129.0 2a" 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 :95.0 109.6 146.1 p LL 36' 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 156,9 IB2.6 78.5 104.7 G rj a 40' 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/8' 195,0 195.0 153.5 191.9 V Q 42" 128.6 171.4 73.7 96.3 20" 195.0 195.0 132.7 195.0 25-1/2' 50-5/8' 193.2 195.0 110.6 138.5 a 'A ...oIII 20' 195.0 195.0 132.7 176.9 24' 84, 195.0 195.0 1IDA 165.9 37' 138.4 173.0 79.3 99.2 O IL n 0 1p 24' 192.9 195.0 710.6 147.4 28' 165.3 195.0 94,8 142.2 79-t/e' 195.0 195.0 123.3 195.0 yl• $ry 28' 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 Q 3 LL 6 30' 154.3 195.0 86.5 117.963" yi:O 42' 37' 111.2 194.8 03.8 Q 32" 144.6 192.9 82.9 110.fi 42' 98.0 771.4 58.2 98.3 ZZ ry 36" 128.6 171.4 73.7 98.3 19-7/8' 195.0 193.0 130.8 195.0 Q W~E 40' 715.7 154.3 66.3 80.5 26-1/2' 74-1/4' 164.7 195.0 94.4 151.1 42' 110.2 146.9 63.2 84.2 37' 117.8 106.6 67.6 108.1 N 20' 195.0 195.0 154.8 193.5 N 24' 195.0 195.0 729.0 161.3 Z 28' 192.9 195.0 110.6 130.2' - 30' 48_ 180.0 195.0 103.2 129.0 1 � 32' 166.8 195.0 96.8 120.9 I' TYPICAL ANCHORS: SFE ELEV. FOR SPACING 0 Ll 36' 150.0 187.5 86.0 107.50 Lu 40' 135.0 168.8 77.4 96.8 1/4" DIA, KWIK-CON II BY 'HI TI'(Fu=163 K51,FY-157 KSI) z ~ 42' 1 128.6 160.7 1 73.7 92.1q� 20" 195.0 195.0 _137.6 195.0 I '1/4`"DIA.'ULTRAC0N_BY"EI CO"(Fu=177,KSI,FY-155 KSI) Nn 24' 195.0 195.0 114.7 1720 INTO 2BY'WOOD'BUCKS,OR,WOOD.STRUCTURES 3N n 1-1/2" MIN. PENETRATION INTO WOOD 3° ^ 28' 177.4 185.0 98.3 147.4 n 30" 54" 760.0 195.0 91.7 137.8 THRU 1BY BUCKS INTO CONC. OR MASONRY �' ZZ� u^, 3r 150.0 169.0 86.0 729.0 11-1/4" MIN. EMBED INTO CONC. OR MASONRY w 38 9 36" 133.3 195.0 76.4 114.7 Q 40' 120.0 180.0 68.8 103.2 DIRECTLY INTO CONC. OR MASONRY U o g 42' 1 1 114.3 171.4 1 65.5 98.3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �� 20" 195.0 195.0 123.8 185.8 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 103.2 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") W 28" 154.3 195.0 88.5 132.7 INTO METAL STRUCTURES _ 30' 60, 144.0 195.0 62.6 123.6 / STEEL . 1 S' THK. MIN. ) 0 ANCHORS N 0 SHEAR CLIP ANCHORS WITH SHEAR CIdP � / (N. = 36 KSI MIN. vi 6_1 32' 130.0 195.0 77.4 116.1 ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.) ° p 36' 120.0 1e0.0 60.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ¢3 40' 108.0 162.0 61.9 92.9 H u W 42' 102.9 154.3 59.0 88.5 TYPICAL D DI TAN 20' 1195.0 195.0 b li 14,15 INTO CONCRE-fE 4t b MASONRY tf2 M 24' 195.0 195.0 117.3 164.2 INTO WOOD STRUCTURE = 1" MIN. U •• ••• • • • • • 0114TO METAL STRUCTURE = 3/4" MIN. o za' r7s.3 199.0 100.5 fao.7 • • • • • • • • • 0 o F 6 N S E 30'= 66' 163.0 195.0 93.8 131.3 • • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. 32' 153.4 195.0 .88.0 123.1 •• •: : : o : o•: •OP-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. 36' 136.4 190.9 78.2 109.5 •• 006 •• • • • •• 40' 122.7 171.8 1 70.4 9B.5 En r.JAVAD AHMAD D 20' 195.0 195.0 129.0 180.6 9 CML o PRODUCTRCVISED I 24' 187.5 1950. 107.5 150.5 FLA.PE 70592 -plying io wi • ••• • ••• • ••• CAN. 538 D Y E Ih 41e Florida .26" 72' 160.7 195.0 92.1 129.0 - • • • • • • • Oullding Cade £ 30' 190.0 t95.o 89.0 120.4 w • ••• • • • • A-pLwlce No 15 -9) )q S • • • • • • • • • • Hspimtinu Dale 32' 140.6 195.0 80.8 112.9 • •• • • • • • •• A U �� �,$ W V 36' 125.0 175.0 71.7 100.5 ••• • • • • • Miam' ade Pruduct Cartrol drawing no. W98-1 00 sheet 6 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS U OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. �I WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. WIDTH HEIGHT EXE.(+) INT.(-) WIDTH HEIGHT EXE.(+) INT.(-) WIDTH HEIGHT E7CF.(+) INT.(-) Z w ZJZ 20' 110.0 195.D 20' 105.8 120.0 19-1/8" 110.0 195.0 O m 24' 110.0 195.0 24" 90.9 120.0 26-1/2" 26• 110.0 195.0 y in 28" 110.0 186.5 28' 76' 80.5 110.3 37' 110.0 184.2 C o v 30" 110.0 182.4 3D' 76.3 104.7 42' 110.0 152.4 CL EGGGtttf 32' 36" 110.0 1795 32" 60.0 60.0 19-1/8' 110.0 195.0 O u 36" 110.0 177.3 36• 60.0 60.0 26-1/2" 38-3/6' 110.0 172.6 C n 40' 105.8145.1 20' 102.7 120.0 37' 710.0 156.3 a C M 42' 97.0 120.0 24' 88.2 12010 42' 95.7 120.0 O Q G N 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8" 110.0 195.0 24' 110.0 159.6 30' 73.9 101.3 28-1/2 110.0 154.7 1 I K 3 N 50-5 8' 28` 106.9 116.6 32' 60.0 60.0 37' / 94.0 120.0 I 1 W 30:LL I I Q 30' 103.5 141.9 20' 110.0 120.0 42' 88.8 120.0 J 0 lmryV 32" 42' 100.7 138.1 24" 97.0 120.0 19-1/8" 109.3 149-9 I I Q W•i f 36" 97.0 120.0 28" 84' 85.5 117.3 26-1/2' 63" 84.8 116.2 0 4D' 95.2 120.0 30' 60.0 60.0 37" 67.8 93.1 014 SMS I I I m 42" 195.0 720.0 32' 60.0 60.0 1 42" 80.0 60.0 AT 6"FROM ENDS I i 20' 110.0 195.0 19-1/8' 110.0 154.8 17"O.C. MAX.AT JAMBS U �`' 24"O.C. MAX.AT HEAD/SILL � ���p`�'f 3 Z 24" 110.0 177.3 2637' 74-1/4' 86.4 178.5 V�.I�LJ Ir�.f�U O AT 14 SMS � - h - 28' 110.0 160.9 37' 60.0 6010 AT 6"FROM ENDS � � 30' 110.0 154.8 19-1/8' 109.9 120.0 t7'O.C. MAX. AT JAMBS U 32' 48' 109.1 120.0 26-1/2" 76' 84.0 115.2 24'O.C.MAX.AT HEAD/SILL p W 36" 103.5 1200 37" 60.0 60.0 ai I vsi I z N 40' 99.8 120.0 19-1/8' 108,3 120.0 =N 42' 95.0 1 120.0 26-1/2" 77' 82.7 113.4 v V) n of 20' 110.0 174.1 37' 60.0 60.0 \ p N n 24" 110.0 152.0 Q C3 3 28" 09.8 120.0 3 Z 30 95.5 120.0 54" "a°.: 4: I O 0� 32' 81.9 120.0 ° KA' IQ U36" 86.2 118.2 - - - TYPICAL ANCHORS TYPE'A'OR 'B' TYPICAL ANCHORS TYPE'C' YIS 40' 82.2 112.7 AT 6'FROM ENDS AND AT 6"FROM ENDS AND O 42" 80.6 110.5 MIN. 17"O.C. MAX.AT JAMBS 17"O.C. MAX.AT JAMBS EDGE DIST. 17"O.C. MAX.AT HEAD/SILL 1'MIN. 24'O.C. MAX.AT HEAD/SILL 20' 110.0 153.2 24' 97.0 133.0 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES In g- 30' 82.8 113.50 60' A - 1/4" DIA, KWIK-CON II BY 'HILTI'(FU-16.3 KSI,FY-157 KSI) w z 32' 79.4 108.8 TYPICAL INSTALLATION DETAIL $ 36' 73.9 sot.3 DIRECTLY INTO CONC. OR MASONRY `u u a g 1-i 4" MIN. EMBED INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM U z 40' 60.0 60.0 / Fu-177 KSI, FY-155 KSI 20' 170.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 c 0 O 24' 107.8 120.0 •• • • • i • • •• •845 gory r B 1-1 4" MIN. EMBED INTO CONCRETE • 28' 95.9 120.0 / •84�Y • • • • .065 O1 0 0 3 8 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS • .065 • z� • • • >v�,. c _ 30' 68' 91.3 120.0 • -II • • •• • 32' 87.3 119.7 C - 414 SMS (GRADE 2 CRS) •••,56�• • • • • •f• 1.125 36" 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I- i r Engr.JAYAD AHMAO a0" 60.0 60.0 1-1/2" MIN. PENETRATION INTO WOOD 1.436 I E�pE jL7os9z �ROmPYOE vhFlO"d' N 20" 110.0 154.5 .145 .8ISIAD 03 I^- CAN.J538 Building Code • ••• • ••• f ••• AcccptWce No 24' 97.0 120.0 _ TYPICAL EDGE DISTANCE 25'0512.(�I -• i i ALl�1iNUM ,,��,�� • ralimDate tots 8 28' 85.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. Tek.'n • PTI AL COVER 5 � � 30' 72" 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. •• • • •6013-1 • • • • 1063-r6 M 2 By 32' 77.9 106.9 600 • i • f• pAj Dade Product drawing no. 36" 60.0 so.o CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. • • f • ILW98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Inspection Worksheet i Miami Shores Village 101150 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(306)756,8972 Inspection Number: INSP-291094 Permit Number: WS-10-17-2525 Scheduled l lispectjon Da e:'Apnl 19,2018 Permit Type: Windows/Shutters Inspector: ,PAUig KOtIc n Inspection Type: Fina! Owner MAIRENA,JANET Work Classification: Window/Door-Replacement Job Address:45'NW 96 Street Miami Shores,FL 33150- Phone Number (788)597-7435 Parcel Number 1131010330420 Project: <NONE> Contractor: AMERICAN IMPACT WINDOWS DOORS LLC Phone:(305)328-0010 Building Department Comments WINDOWS!DOORSc-tTo- asse comments ,REPLACEMENT 14 WINDOWS INSPECTOR COMMENTS r=aise " 6 DOORS Inspector Comments: Passu Failed r Correction Needed Re-Inspection Fee No Additlonal Inspections can bescheduled until reinspection fee is paid. i d ` April 16,2018 For Inspections please call: (305)762-0949 page 3 of 25 k I ' JCD ARCHITECT, INC A.A. #26001 560 1385 CORAL WAY SU # 404 TEL. #(305)285-4343 MIAMI, I'L 33 145 FAX#(305)285-4330 March 1, 2018 Y k Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Owner: Janet Mairena Address: 45 NW 96th St Miami Shores, FL 33150 Permit#: WS-10-17-2525 "CERTIFICATE" Dear Sirs: The undersigned, Juan C. David RA #15344, Architect of Record for the above Property, certifies herein that having performed an inspection to the above property, I can attest to the best of my knowledge, belief and professional judgment that the window installations are safe and sound. Upon visual inspection of the installed windows I could see window frames were anchored thru concrete fill to precast concrete with 3.5" long tapcons to achieve minimum 1.5" penetration approx @ 12" O.C. as per approved NOAs and as specified on the attached approved set of plans which can therefore be considered in compliance with the Florida Building Code, and can be approved by The Village of Miami Shores. (see pictures attached) Should you have any questions or need any additional information, please do not hesitate to contact me. �'w�• . Since f m c� NO .� tdua �����' Tel.# (786) 443-6750 00015344 .-fQ47 9.- lad FULL ARCHITECTURAL SERVICES CS RESIDENTIAL cas COMMERCIAL cz CUSTOM DE51GN cs LEED CERTIFICATION JUANCDAVIDQJCDARCHITECT.COM i dia*.'T k i+ i ti f 4 �I 'e. FULL ARCHITECTURAL SERVICES cs RESIDENTIAL cs COMMERCIAL es CUSTOM DESIGN us LEED CERTIFICATION JUANCDAVID@JCDARCHITECT.COM Miami Shores Village RECEIVED ' OCT 2 4'2017 w Lor'ef) ' Building Department. cie 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r I INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014- BUILDING Master Permit No.VW Com' ZS- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION [—]'EXTENSION ❑RENEWAL f ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑CHANGE OF CANCELLATION SHOP �[ �� J (�' CONTRACTOR DRAWINGS JOBADDRESS: -!-5 Nom" ( z7� City: Miami Shores County: Miami Dade Zip: 3/Jy Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ` f Pyn �ti977Y� 5 Address: W -Si—% City: State: Zip: -2 Tenant/Lessee Name: /� /,, Phone#: tt Email: l�cs A 69 llUbuil J 1 t Q'11G 11 sC.��� l•I�Y1'� -t Q ' t JS DO ' ClzS Phone#: 9 3 2$ 00' U CONTRACTOR:Company Name: 1V1tfI CA)� 1,1111. UC:t w 1.1ijb Address: 18's N� �� 5N City: Ml hA► State: �-- Zip:3312-6 Qualifier Name: 6 yAI 1 t V_cj&cJ 0 Phone#: U` %' 9 " State Certification or Registration M S�'G 131� ISoZat Certificate of Competency#: i DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip:' Value of Work for this Permit:$ 3,1Q,903' G15 Square/Linear Footage of Work: Type of Work: ❑ Addition Im Alteration ❑ New ❑ Repair/Replace ❑ Demolition i Description of Work: �.✓�K�DU,� oar re/�14ce- r � ¢ ,JIAdotwS UO Specify color of color thru the: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$" DBPR$ Notary$ r Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond TOTAL FEE NO DUE$ ' M (Ravlsed02124/2014) . r Bonding Company's Name(if applicable) " Bonding Company s Address City State Zip 1 Mortgage Lender's Name(if applicable) — r Mortgage Lender's Address ` City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has i 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." F Notice to Applicant. As a condition to the Issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection 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. + Sig�nat�ure , Signature OWNER o AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of/ TD�20 1:2 by day of L 1 bez- 20 by + JtArMe j /lar 9�1dl who is personally known to � C� o is personally known 9 1 me or o�who as me or who has produced as ' identif cae an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ' r : Sign: Sign: Print: �. Print: .�Sa.r. P cfl-( le�tn�e ! n" niil�n6e 27 uagunlu ueU } , Seal: * COMMISSION#EFF225487 Seal: EXPIRES: May 4, 2019 =_« _ COMMISSION#FF225487 EXPIRES: May 4, 2019 WWW.AARONN TARY.COM % ( ;.�` www.AARONNOTARY.COM r�*w**�*rr*��*ww****wiw**i��*rw� *rw**M •M**�**r*�**�******��r*�*rlYM1�`*rw*****r��*r�M+*rv*rr********�**�***� APPROVED BY Plans Examiner Zoning Structural Review Clerk , 'Miami , ORE 11TL hores Village �s� { Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ~�iurye Tel: (305)795.2204 F�OR1Dp' Faz: (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). Acknowledgement: Ll� Gin►.� /�tQJ'g� Qualifier/Owner Signature Date Print Name ,