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WS-19-554Location Address Permit No.: WS-03-19-554 Miami Shores Village Permit Type: Windows/Shutters 10050 NE 2 Ave' Miami Shores FL 33138 VI Olk4assification: Window/Door Replacement 305-795-2204 1 Per St : Approved Issue ate: o3/27/Mg�,' Expiration: 09/23/2019 Parcel Number 180 NW 101ST ST, Miami Shores, FL 33150 1131010230180 Contacts ALLISON AN IN Owner 180 NW 101 ST, MIAMI SHORES, FL 331501214 LOWES HOME CENTER INC Contractor PETER ANTHONY CAFARO III Business: 4073702872 Description: REMOVE AND REPLACE 4 WINDOWS Valuation: $ 8,300.00 Inspection nests: J3bg-76249149 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.10 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $9.00 Technology Fee $3.50 Windows/Shutters Fee $90.00 Total: $163.80 Payments Date Paid Amt Paid Total Fees $163.80 Check # 15568 03/27/2019 $113.80 Check # 15548 03/13/2019 $50.00 Amount Due: $0.00 Building Department Copy 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, PL,6MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 0 ER FID VIT: ce at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re ula cons " cti d� ' ermore, I authorize the above named contractor to do the work stated. Authorized Sign re: Owner / Applicant / Contractor / Agent Date March 27, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department MAR 13 13i9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBr1 ccC 20 Master Permit No.W J 03 "1 11 — 554 Sub Permit No. ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP Q�� Y CONTRACTOR DRAWINGS JOB ADDRESS: I C� /4W 1 oI J�� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 'I I — 31 D I -OZ d ee) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): b _lkl I 1 f tYYil I Yi Phone#: �� -757 —� Address: 1 V u ! V W 101 S—t— City: I�IV►�1� �(yP5 State: iZ_ Zip: 33/SO Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: l�lM�—S (ivy )� ( /� Phone#: / I (4{eQ 'J/ �(k Address:T6 '-}2r"��- City: a L(A Qualifier Name: State Certification or Registration #: State: ne#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: p: Zip: Value of Work for this Permit: $ V 13 D0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 11�^❑ New 5�1 Repair/Replace ❑ Demolition �l► Description of Work: , we f W A - L44)e 1��1liGCCtSL7s Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised 02/24/2014) TOTAL FEE NOW DUE $ (12). 00 r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with 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. �1 r Signatur ,, } Signature /I OWNER or AGENT ONTR TOR The foregoing instrument was acknowledged before me this day nno--f fVU%>' 20 by who is personally known to me or who has produced b •L-' as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this 3 1 day of '17nlv) , 20 �, by who is personally known to me or who has produced identification and who did take an oath. NOTARY Sign: I lV11114AV Sign: Iml Print: Print: Seal: JORGE GONZALEZ MMISSION #GG220664 Seal: "� Notary Public State of Florida Geoconda Bonilla LgLEXIPIRE& JUN 01, 2022 y StateIniurince c,. My Commission GG 172660tit Expires 01/07/2022 ************* *** **** ********************* * * * * * * * Z6 APPROVED BY Plans Examiner as ************** Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixedglass (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). Date Print Name i —� Lowe's Millwork Site`Plan Oyenines: OGG^^�I P'GC Rc.L I o. 1 X � ti 11 O c O r<� dip 12 XOX xOX 3-lU `g x t 13 .9 4 - x l0 1 14 O4 FIR / HR O oL� i v t vtG� �00 Y^ � s 1s I 17 A OR ON 8 18 9 19 10 20 Garner Distance (indicate openlng #1 II' It It Structure: SFR v Condo/Twnhse_ It of stories Wlraan roof: Height—l�J Length—yUi width Project: Windows 4; Doors K) A Condo/Twnhse: Corner Unit(Y/N)u MY) size: Doors: Overhang(Y/N):_, if(Y) size Shutters present(Y/N):___ if(Y) type *In:dicate alternate means of egress on drawing* Indicate interior layout to include bedrooms* FRONT Customer Name: Af%% Address `I c6p ti 0 i O_yl ST�� *Measure all openings to apply 25% Wile* 2/8/2019 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 5072 SW 164TH AVE. MIRAMAR FLORIDA 33027 PHONE 954 559-0290 AR# 094792 Description: Allison Anglin 180 nw 101 st Miami Shores FI 33150 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.30 Flexible Structure I No Calculated Parameters Importance Factor I 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha 1 9.500 zg = 1 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1 = 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9143 Gust2 0.925* 1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.8799 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 990 980 970 960 950 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 r Developed by Meca Enterprises, Inc. Copyright 2006 Page Na, 1 of 4 ; PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com pit- POOR WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 910 900 890 880 870 Kz Kzt qz Ib/ft^2 Pressure Ib/ft^2 Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi +/-Gcpi (Kip) (Kip-ft) 16 0.86 1.00 67.46 38.76 52.98 -23.90 -9.68 62.66 3.38 1.69 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 54.14 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 104.90 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 155.65 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 206.41 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 257.17 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 307.92 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 358.68 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 409.44 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 460.19 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 510.95 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 561.70 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 612.46 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 663.22 15 0.85 1.00 66.55 38.15 52.37 -23.90LL -9.68 62.04 3.38 713.97 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5. 1141.64 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6.5.12.2.4 Parapets i Type of Parapet Open Top Elevation of Parapet 10.00 ft Parapet -Windward Pressure 119.79 Ib/ft A Parapet -Leeward Pressure -73.21 Ib/ft A Figure 6-6 - External Pressure Coefficients, Cp orce R, OFA I L Variable Formula Value Units Kh 2.01 *(15/zg)^(2/Alpha) 0.96 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.50 psf Khcc Comp & Clad: Table 6-3 Case 1 0.96 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 2 of 4 0113P41111'] WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 11 Qhcc 1.00256 *VA 2*1*Khcc*Kht*Kd 1 39.50 1 psf Jl Wall Pressure Coefficients, Cp Surface I C Windward Wall See Figure 6.5.12.2.1 for Pressures) 1 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) - Reduction Factor 1.00 Calculations for Wind Normal to 54 ft Face Cp Pressure (psf) Additional Runs may be req'd for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 54 ft wall) -0.50 -23.90 -9.68 Leeward Walls (Wind Dir Normal to 43 ft wall) -0.45 -22.18 -7.96 Side Walls -0.70 -30.61 -16.39 Roof - Wind Normal to Ride Theta>=10 - for Wind Normal to 54 ft face Windward - Min Cp -0.39 -20.26 -6.04 Windward - Max Cp 0.10 -3.90 10.32 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.39 -13.15 -13.15 Overhang Top (Leeward) -0.57 -19.07 -19.07 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof - Wind Parallel to Ride All Theta)'- for Wind Normal to 43 ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 26 ft -0.30 -17.18 -2.96 * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15/zg)^(2/Alpha) = 0.96 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 39.50 Theta = Angle of Roof = 18.4 Deg TransuF-rse Direr-tinn L.onaitudinal Direction Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Y k I C i1 Detailed Wind Load Design (Method 2) per ASCE 7-10 1raflsver59r utfuGglvft c_vl1 1LUUII101 LAICN OU1e Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh s Min P s Max P sf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 1 0.18 -0.18 66.55 1 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1 E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 1 -29.12 * p = qh * (GCpf - GCpi) Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft it Hipped Roof 7 < Theta <= 27 a = 4.3 =_> 1 4.30 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ft-2) Zone GCp Nind Press (lb/ft^ Max Min Max Min 1.(2)WINDOWS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 2.(3)WINDOWS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 3.(3)WINDOWS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 4.(2)WINDOWS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 5.(2)WINDOWS 1 3.5 5 17.50 5 0.96 -1.31 44.91 -59.02 1811-Yf 111101 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 4 of 4 ' Miami ,Dade County http://www. miamidade.gov/building/pc-result_app.asp?t1dN0... Viatni-made County Building Product Information for N.O.A. 17-0918.09 NOA I 09"801_• i a(librar��prodrrcYr..ontrol%noa/17f91t30�l.pdti Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Horizontal Slider Material Aluminum Applicant CGI Windows and Doors, Inc.�c-result demi! -i a asp?app alias=109C�99 ) Expiration_Date September/22/2020 Impact —Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 80 Maximum_Design_Pressure_Negative 90 Description --Series "Sentinel-120" Aluminum-Horizontal-Sliding-Window---L—.M:I. Green —Sustainable —Attributes NONE For a detailed description on the File Status, click the NOA File Status Kerr (building/pc-result )L,,ev apn.a:,�L)1 Page Last Edited: Wed Jan 25, 2017 10:40:27 AM MIAMI•DADE v\ I of 1 01/28/2019 01:25 PM MIAM1•DADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DL'VISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum horizontal Sliding Window - L.M.I. APPROVAU-DOCUMENT: Drawing No—W-10=18-titled"Series Sentinel-I20 Alum-Hor-iz-Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "h" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E, NOA No. 17-0918.09 MIAMI•DADE COUNTY Expiration Date: September 22, 2020 « z o� Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No-CTLA-3062W—dated-07/07H5— signed- and- sealed -by P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. I0-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5rh Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman 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 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued byCertified-Test-Laboratories-all-signed-and-sealed-by-Ramesh-C—Patel-J. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled '`Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E. ©rge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16�-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their. "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass InterIayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4—.­—Notice of Acceptance N-o--A-7--0712.05issued-to-Eastman-C-hemical-C-ompany-(MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51b Edition (2014) and FBC 611 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. prqduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 TYPICAL ELEVATIO14 6' n 1' FLANGE WIDTH 5 1 5" MAX. I m MI HEAD TYP MTl. STILE �I¢� E 6 F II 6 II II jj F 11 6 If O II ..,� II V II I� I II FALSE MUNTINS (SURFACE APPLIED) 3 5 32 7 ADDL, ANCHOR READ. AT CENTER OF ALL PANES .t OPG. D.L. IXED OR OPERABLE A PANEL WIDTHS 36 3/8" AT H VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110' 10' 5' MAX. N J C 1 0 n (0 w tr U N c y D SN o 0 NM 'OD 3 135/16 � �oLLo o— 5' MAx MAX, N ALUMINUM HORIZONTAL SLIDING WINDOW v o� 0 -� TyP HEAD/SILL = sz DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r---- MTG. STILE �0 CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED T7mI lying with the Florida �l it F u u jj F i u s n s I I II I I I I II I II u B2 1 B u I I I FALSE MUNTINS (SURFACE APPUED)— 32 7/8- OPTIONAL U.L OPG. D.L. OPG. 36 3/8- VENT WIDTH FIN FRAME FALSE (SURFACE E1 n II II F u II jj F a V J I I I 11 V --il Bi 10 II i i I 32 7/e" 32 7/8' D.L OPO. D.L. OPG. 36 3/8' EQUAL LEG FRAME ADDL ANCHOR READ. AT CENTER OF ALL PANES RXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code NOA-No. 17-0918.09y OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINbOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Da e09/22/2020 IN BETWEEN. o g o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL By Yi W WILL APPLY TO, ENTIRE SYSTEM. Miami ,We Product Control B o a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS z i BUILDING CODE INCLUDING HIGH \,-LOCIrY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT ° o - - a TO THE BUILDING m ANCHORS SHALLIBE STRUCTURE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SMALL MISSILE IMPACT m o o $ o '- AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Prf' t - -- 111111111ry MATERIAL SHALL ISE BEYOND WALL DRESSING OR STUCCO. �" "• �i ° .r A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOCD ONLY. �� ��'-1,10ENSF•'•,O i I R' ALL SHIMS TO eE HIGH IMPACT, NON-METALLIC AND NON-COAIPRESSIDLE. I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT � .7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ ;• _ - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. _ - THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT, ADEQUACY �Q••. OF (y�` drawing no. OF STRUCTURE RECEIVING INFILTRATION THIS PRODUCT AND SEALING AROUND OPENING FOR ` • , �Op •: ���` w �— � 8 WATER CONDITIONS NOTISHOWN RESISTANCE ETC. IN THIS DRAWING ARE TO SE ANALYZED SEPARATELY, •.... ,¢��9 �� /WSJ®��� G`1�� AND TO BE REVIEWED BY BUILDING OFFICIAL. ��/ll,,„n111� sheet 1 of 11 I FLANGE WIDTH 6- MAX. 5° MAX. HEAD/SILL TYP. MTG. STILE �g5 ` 5 5 - E II II it F II II ii ii F II II 6 6 I 11 II B II II II II D II II 19 ^� i { 5 5 1 I � FALSE MUNTINS (SURFACE APPLIED)— 24 i/2" \\ �ADOL. ANCHOR REOD. 49 5/B" AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS D.L. OPG. 28" AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME BUCK WIDTH 5 1/2" 13 MAX. HEAD/SILL MAX- 5- MAX' HEAD SILL ,. / A2 s1TG. SSTILE �I _ E2 i l II II F 11 tl 11 11 II II F B7 II 6 II II 6 //II 11 11 I g2 / B II II II II ❑ II 19 y.. FALSE MUNTINS (SURFACE PPUED) 24 1/2" 49 5/8" O.L OPG. OPTIONAL D.L OPG. 28 - _.. - FIN FRAME 5 1 MUNTINS 4PPIIFD)—/ 11 24 110" C Ur,� n FLANGE WIDTH o I o_ 5" MAX. m w Z TYP. z O a m 51 _ IJTG. STILE L a a� N II I II II (L C F I I F it I I O V N a it 6 II li 6 fU Gllim a0IC ZKro o < O aoQ A ZJ tY! W M w F` �Z0E W M E t JL n u u 5 II II 1 f Z d C I 'ADDL. ANCHOR REDO. it 1/2- 49 5/8" AT CENTER OF ALL PANELS o OPG. D.L OPG. FIXED XED OR OPERABLE s �- ABOVE 30" PANEL WIDTHS p u �8. AT HEAD/SILL V U) WIDTH C O = N o EQUAL LEG FRAME M ri S C Z tJi �Oo_n k' w PRODUCT REVISED - as complying with the Florida 70592 Building Code NOA-No. 17.0918.09 Expiration Date 9/22/2020 OF ��= dra.ing9 no. BY W10-18 K aml-Da rotluct Control ��/��OQ��E, �.�V� sheetl.1of11 ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL GTASS TYPES 'A'k'AY, 'B'k'BI' FIAS6 TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT(-) EXL(+) INT.(-) 26-1/2' 37' 53-1/8" 74" 26. 25-1/2' 36" 52-1/8" 73' 25, 65.0 65.0 80.0 90.0 65.0 65.0 1 60.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 26-1/2- 37' 53-1/8' 74' 38-3/8- 25-1/2• 36' 52-1/8' 73' 37-3/e• 65.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 61:0 ISO 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37 53-1/8' 74' 50-5/e" 25-1/2' 36 52-1/8' 73' 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/8" 4" 3, 25-1/2" 36' 52-1/8" 7 fit, 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 602 80.0 90.0 (1/2W) (i/2W) � G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. R.UL B.D. MTG. RAIL A.D. MTG. MEL GLASS TYPES 'A'&'AI', 'H'&')it' aim TYPES 'B & 'B1, GIASS TYPES 'C' & 'Ol, WIDTH HEIGHT WIDTH I HEIGHT EXT.(+) I INT4-) INT.(-) 55-3/4' e-15/16 26' 54-3/4- 7-15/16 Bz-1/z• 25" 65.0 65,.0 65.0 65.0 65.0 65.0 ]T(+)EX7.(+) 85.083-1/2" 65.0 6s.0 65.o55-3/4- 9-15/16' 83-1/2- 38-3/8" 54-3/4• 7-15/16" 82-1/2- 37-3/8" 65,0 6$.0 80.065.0 65.0 65.0 65L0 80.0 90.0 65.0 65.0 65.0 651.0 80.D 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' 50-5/8' 54-3/4' -15/16 82-1/2" 49-5/8- 65.0 65.0 80.0 90.0 65.0 65.0 - = - - 65,0 65.0 - 1 - - 65.0 65.0 55-3/4' 8-15/15 83-1/2" 63' �54-3/4" 7-15/18 82-1/2" 62' 65.0 6510 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 -1. - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED ns complying with the Florida Building Code NDA-No. 17-0918.09 Z m m Expiration Date09/22/2020 M H n By 2 z N It O p ti c Miami -Day roduct Control OWH`� "m 0 - aRram 0 100.a< 0 s QN; D a W]4�' ZO -o JD�a_wOw Q W Qi E F 1i' Tep• BUCK DIMS Yi" TYP. BUCK DIMS BUCK DIMS o 37 F FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAM - _ FLANGE DIMS I a FLPMGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ES E21 ��.•VOF1J3g'•:d3 ' w .� "}t o .7 NOTE: E4 GLASS CAPACITIES ON THIS SHEET A.RE i i yZ, = L- E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)ATEOF tL-� drowing no. AND FLORIDA BUILDING COMMISSION W 10-18 STD. MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 %� ��wa �I r2.,3 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DINS. STD. WIG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', vev GLASS TYPES v k 'B1' WIDTH HEIGHT WIDTH HEIGHT C(T.(+) INT.(-) EXT.(+) INT.(-) 74^ 106-1/4' ill" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90-0 65.0 65.0 8C.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 ...a 65.0 65.0 80.0 90.0 74" 106-1/4' ill" 50-5/8" 73" 705-1/4 110" 49-5/8' 65.0 85.E 80.0 90.0 85.0 65.0 80.0 90.0 65,0 I 65.0 1 80.0 90.0 74' 108-1/4" 63' 73" 105-i/4" /62' 1 65.0 65.0 SO.0 90.0 61. 61.6 80.0 90.0 60.0 80.0 1 90.0 (1/3W) (1/3WQ (1f3W) ii OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY (XOX I - PSF SIZES) FLANGE DIMS. BUCK DIAfS. STD. �!'TG. RAIL H.D. MTG. RAIL, H.D. MTG. RAIL CUSS TYPES 'A' k.. '8'k'Bl' GIASS TYPES 'B' k 'w. GLASS TYPES 'C' k 'Cl' WIDTH HEIGHT WIDTH HEJGHT EM.(-f) TNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 105-1/4' 111" 26' 73" 105-1/4' 710' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.d 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 38-3/8" 73" 105-1/4" 110" 37-3/8' 65.0, 65.0 80.0 90.0 65.0 65.0 65.d 65.0 Sao 90.0 65.0 65.0 65.6 65.0 80.0 90.0 65.0 1 65.0 74" 106-1/4- ill' 50-5/8' 73" 105-1/4' 11 D. 49-5/8" as.6 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - 65.0 65.0 74' 106-1f4" 111^ 63" 73" 105-1/4' 110. 62' 65.d 65.D 80.0 90.0 65.0 -� - - I - 65.0 lafl 65.0 (1/4W) (I/21I1) %, _ � ( a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH TYP. BUCK DIMS )S' TYP. BOCK DIMS FLANGE FRAME EEC UAL LEG FRAME FLANGE DIMS _ ES E4 STD MTG RAIL: n E4 H.D. MTG- RAIL: EL6NGE ADAPTOR FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300-091(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DC.A05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By / Miami -Da Product Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME my........... CEN . 70592 to 1� 'Z h n O� hPm O IO N OµNy1A C Q'O -M o C 1..DO ti 016H Q I Z 0 N LL Z N LL o 'Izmgw Q wmi� N m U C 0 0 W n 0 Uj d � N C D m N o 01 0 3 NM I C Z L- 30 -�q Uo¢ drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. IL4IL CLASS TYPES 'AwA1', 'B'8'81' GLASS TYPES 'B' @ 1B1' MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/8" 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 55.0 1 80.0 80.0 25-1/2" 36" 52-1/8" 73" 37-3/8" 65.0 1 65.0 80.0 BOA 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 4 9-5/8" 65.0 65.0 80.0 80.0 65.0 68.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.D 80.0 25-1/2" 36" 52-1/8" 73' 62" 65.0 65.0 80.0 80.0 65.0 65.0 MCI 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) I G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 STD. MTG. RAIL: BUCK DIMS -F FIN FRAME DESIGN LOAD CAPACITY (XO OR OX SIZES) PSF BUCK DIMS. SM.MRA TG. IL H.D. MTG.I RAH. R.D. MTG. RAIL GLASS TYPES TeAl', vetil' GLASS iTP�S cuss PYPEs WIDTH HEIGHT EXT.(+) I I-(-) EXT.(+) INT.(-) EI T.(+) INT.(-) 54-3/4' 7-15/16 82-1/2" 25" 65.0 65.0 80.0 I80.0 65.0 65A 65.0 65.0 80.0 I80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 37-3/8" 65.3 65.0 80.0 180.0 65.0 65.0 65.0 65.0 80.0 I 180.0 65.0 65.0 65.0 65.0 80.0 180.0 65.0 65.0 54-3/4" 7-15/16 82-1/2' 48-5/8" 65.0 65.0 80.0 60.0 65.0 65.0 - - - 65.0 65.0 - - - I - 65.0 65.0 54-3/4' -15/16 82-1/2" 62' 65.0 65.0 80.0 I80.0 65.0 65.0 - - - - 65.0 65A - - - - 65.0 65.0 IE41:21 H.D. MTG. RAIL: I (1/3W) (2/3W) G �i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 1(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 I v � � . Expiration Date 09/22/2020 0 By Q N 0 G M12MODad roduct Control 0 WyNw��ydV OGR voa Cra?: o 0 aoa ° Q W � 1 z o l _.raj, I Q W M F FIN FRAME i No. 70592 I� OF drawing drawingo no. DESIGN LOAD CAPACITY - PSF (XOX SIZES) DIMS. STD. MTG. RAH, I H.D. YTG. RAIL GLASS TYPES 'A'k'dl', .1VIl' GLASS TYPES 13, h 'El' F73" HEIGHT EXT.(+) INT.(-) ECT.(+) INT.(-) 25" 65.0 95.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 50.0 BO.0 73" 1G5-1/4- 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 1 65.0 65.0 1 BO.0 80.0 73' 105-114' 170" 49-5/B" 65.0 85.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110" 62' 15.0 65.0 80.0 I'D,D 61.6 61.6 80.0 W. 60.0 60.0 00.0 80.0 I (113W) (1/3W) I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' ES E4 STD. M G RAIL: . DESIGN LOAD CAPACITY - PSI1 (XOX SIZES) . STD. MTG, RAIL H.D. biTG. RAIL I I H.D. MTG. RAH. GLASS TYPES 'A'8'Ai', 'B'8'Bt' GLASS TYPES '➢' 8 'B1' GLASS TYPE6 C. k M. HT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) t3"I • 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.065.0 650 80.0 80.0 65.0 65.0 3/8- 65.0 65.0 80,0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 650 65.6 105-1/4- 1 i0" �9-5/e• 6.90 85.0 80.0 L 60.0 j 65.0 65.0 - 65.0 - 65.0 73" 105-1/4" 110" 62" 55.0 65.0 80.0BOLL65.0 Ai... - - -65.0 - - -b5.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE 'XOX' BUCK DIAIS FIN FRAME kii D. MTG. RAIL: NOTE: GLASS CAPACITIES ON THIS BASED ON ASTM E1300-09 AND FLORIDA BUILDING CON UECLARATORY STATEMENT U I WIDTH ET ARE SEC. GUSTS) ;ION -DEC-219 PRODUCT REVISED as complying with the Florida ��� Building Code NOA-No. 17.0918.09 Z a ms Expiration Date 09/22/2020 0 z a $ Y f W 2 a G u 0 Cq Miami ad roduct Control O J wN Gµ1 a C O�,u'LM, o O - M 0 0 g- G Z W 4 tl {d. i o J Dm ¢WM90 N 6 2 V C I n L N OF n p0 w g C O N o 10 n 3 M C Z L2 � O 1 g v�< FIN FRAME No.7DSe2 = s OF '��b�� Zo-18 ing o no. i1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS r , afle ICP With .075" Interlayer PRODUCT REVISED M Soflex CP With PET Core Saflez CP With PET Core as complying with the Florida Eastman Chemical Co.' g Sullding Code OR OR y 'Eastman Chemical Co.' NOA No. 17-0918"09 .090" Interloyer 090' Interloyer Saflez Clear And Color Glass Z rm. Saflez Clear And Color Gloss 1 " HEAT STREN'D Expiration Data 09/22/2020 / 8D GLASS - 'a OR By Eastman ChemChemical Co.'Ca.' By 'Eastman Chemical Co.' By W n n OR 67iam' a redact Control Q f a 090" Interloyer .090" Interta er .075" Interloyer � a, SentryGlas SentryGlas y Saflez CP With ?ET Core 0 O ,J 0 I OR 'Kuraroy America, Inc.' BY Kuraray Americo, Inc.' _ By y 'Eastman Chemical Co.' d Lil N 090" Intadayar OR .090' Interla er ray ul 090` lnterlayer Y Q: t Trosifol PVB Sent Los ! Tmsifal PVB , x' Q �j m m By 'Kuraray America, Inc.' By Kureray America, Inc.' By 'Kuraray America, Inc.' m 1/5" ANN. GLASS n. 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 0 a p M o m SILICONE C I SILICONE �' SILICONE a' W O n DOW 7 CORNING 899 rn GE 1200 z m GE 1260 Q IM j 4� O Ml 1 DOW CORNING 899 0 DOW CORNING 995 \ / Ml 0 W CORNING 899 DOW CORNING 995 \ / M1 '. pOW CORNING 995 I Q Z J M7 AT 1/4 POINTS ON WIDER THAN 36' GL.SS TYPE 'A' 5/16" NOMINAL LAM. GLASS W O ��IWIDER a F � xIAT 1AN 36 ON LRES THAN 36' GLASS TYPE 'C' 3/16" NOMINAL LAM. GLASS 1/4 POINlTS ON lITES WIDER THAN 36" G .A TYPE 'B' 5/16` NOMINAL LAM. GLASS rcc GE Ir y rya arvn.-crcA>s-_�.—�- 1/8" HEAT STREN'D GLASS .075" Interloyer 075" Interlayer Soflex CP With PET Core Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR i 090' Interlayer 09D" Interlayer I Saflax Clear And Color Glass Soflex Clear And Color Glass 1 /8" HEAT STREN'D GLASS 81' 'Eastman Chemical Co.' 8y 'Eastman Chemical Co: V 1/4' AIR SPACE � 090" Interloyer SentryGlas 1/4' AIR SPACE � OR � .090" Interlayer SentryGlas 1/4" AIR SPACEI .075" Interlayer Soflex CP With PET Care 'Eastman 1/8" ANN. GLASS By Kuraroy America, Inc.' OR 090" Interlayer 1/8" ` HEAT STREN'0 GLASS By Kuraroy America, Inc.' OR I By Chemical Co: I OR 090" Interlayer .090` Interloyer 1/8" HEAT STREN'D CLASS Sent • ttLENSB :® a.A I � .•�(�� drawing v na. 1BY WOOD BUCK J. • ... 0 ME W1 TYPICAL ANCHORS SEE EU V. FOR SPACING EDGEDIST." d s EDGE 1ST AL ANCHORS ° 1�' SEETPIC'EEV. W006 BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Y r ------ ---- ---- --i� m II MIAMI-DADE COUNTY APPROVED II o fz o _ j I MULLION & MULLION ANCHORS D _ 1, SEE SEPARATE NOA �I N o IST. N I I I EDGE DIST. j ,1 I TYPICAL ANCHORS TYPICAL ANCHORS SEE SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 2 3/8' MIS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM \ AND TRANSFER THEM TO THE BUILDING STRUCTURE. DTP ANCHORS 2-3/B' MIN, I/4" OIA, ULTRACON BY 'ELCO' IFI-117 K` y KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES \` 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB '� \ THRU-1BY BUCKS INTO CONC_ OR BLOCKS --- - 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 00 WH N USED THE MI 0 RUCK DEPTH SHALL BE 2%-. 1 SE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUC -1/4- MIN. EMBED INTO CONCRETE (HEAADZS1LL/dAM85 PERMITTED. 1-1 4 _MIN-E ABED--It�IT V)GK§ -Z;AMCS 014 SMS OR SFl F DRII I ING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) as comply' g with the Florida Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) NOR-Mo. 17-0918.09 TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. B1I _ Miami-D a Product Control INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = D.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. WEEPHOLES: Wi = 114" X 1-1/2" WEEP SLOT AT 4-1/8' FROM EACH _11 1L1111111 \ END WITH PLASTIC COVER ; \ .:�..Ap W2 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END ��''JCENsg;••',•Cl n W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END - 7 a S %••' OF�Qf/ki� drawingv no. 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV.- FOR SPACING .a' w � . 8. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH OF-"111 - SCREENS BUCKS O O SEE ELEV. FOR SPACING O IU%777� E5 XO LAYOUT O EXTERIOR EXTERIOR O FLANGE 8 I/4" MAX. SHIMS VBK CIUR TYPICAL ANCHORS SEE ELN. FOR SPACING OALTERNATE SWEEP LOCK 1 OPTIONAL TO 4-7 SPRING LOCK S6 MAX. : FLANGE ADAPTOR FRAME( V 0 g FLANGE ADAPTOR FRAME Iig 2 N la 1/2" TYP.cS a Z n o -- �- 0 m 0 t 7 p I9 pO6�� �1 O LL Zvl_ n Q�Wmf,k' 3 N N \ U N E3 O F � p w 'O N C O HN O n a ;NM1 _ O M n lL n 8 Fi m3: ITFILAL -U- SEE ELEV_ FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 e „ v o AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. o $ o � c W I - ``�71111 U1111j�' r PRODUCT REVISED - ; 7 a w . as complyln with the Florida = v Buildin9 code I $ WOOD DUCKS NOA-No. 17-0918.09 ' ;`� ,•• �_ {, Pxpiration Date 09/2212020 ' A E OF Qy�; drawing no. t Miami -Dad ro uct� Control w% 1 T I sheet of Iun — 6 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX \ SHIMS 9 EQUAL LEG FRAME �V®� m r-==== � ___= _= j l MIAMI-DARE COUNTY APPROVED j zo W o I I MULLION &MULLION ANCHORS I I o .v DOE i j SEE SEPARATE NOA =DGE I DIST. I D LL_____---__��. ______�J cy c LL O c~i u�i 0 �p uTm ®'0, R� o O It o o TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. O 41 ti K SEE ELEV. FOR SPACING FOR SPACING 'A O N a w m 41 w 0-m j O ro � � EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTJRES 8 w m f r WITHOUT THE NEED OF A WOOD BUCK. �- ° I 1d n :e,.^a ° . ,TYPICAL ANCHORS SEE ELEV. j 8 I FOR SPACING ' EDGE E DIST_ T2 3/8- MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL DE ;%". THE USE OF DEEPER OR REVELED W00013UCKS IS PERMRTED. TYPICAL SEE ELEV. FOR I c PRODUCT REVISED r as complying with the Florida _ n Building Code NOA-No. 17-0918.09 M O Cj Expiration Date09/22I2020 0 B y c Miami- a roduct Control 0 �q.0 3 C Z - u MIAMI-DACE COUNTY EzE APPROVED MULLION " O & MULLION ANCHORS SEE SEPARATE NOA U 0592 - \ .. �/ OF W�% d owing no. ILLUSTR EXT. Of NOT BY HOUSE V NOT BY IOOD STRUCTURE 1/4. MAX. Of BY CC] \ GAP 1/2* MIN. HOUSE WRAP NOT BY COI HOUSE V NOT BY '1 YPIC;AL AiNUhUItS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 KS) MIN.) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETR,, TION INTO WOOD BUCK mw ILZ�Rmm EXTERIOR FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mum raduct Control MAX. P 2' MIN. BACKBED CAULKING 16m.a o 20 N dot 0 Q c1 Q 0 2: 0 o a p Q aoip 0 � tip d N N O W yQ, X 61 z Q w22 0 � N V h N W Of C N x O F N o N CI 3 00 v .7 92 o T€0 1 •6SS draw'�ng9 no. w10—is E13 FLANGE FRAME HEAD I @ FLUSH FRAME HEAD EY2 FLANGE FRAME SILL �--1 FLUSH FRAME SILL Eta FLANGE FRAME JAMB (MOVING) I 1,FFLUSH FRAME JAMB (MOVING .all all 2.505 .065 TIP. 2.505 .055 TYP, n ?.015 1.015 - 1.000 .500 , t.7as 1.2as E12 FLANGE FRAME JAMB (FIXED) E7 FLUSH FRAME JAMB (FIXED) 2.113 - �.065 1.015 I-- 1.550 i, i 1.22n t �!!,.J].745 L E4 MEETING RAIL F17118— n.., TYP. 1.015 `-��--J � o t.043 E5 LOCK RAIL E21 ALT. LOCK RAIL 1.892 065 IYP. --b�' STY 2.195 1,015 1.043 E6 HANDLE RAIL 1.025 9 1.395 .745 -065 i .015 EO SASH RAIL LJ NAIL FIN ADAPTER .496kYP. 22645 E19 SILLFILLER LF1.450 180 .550I 0 E23 FLANGE ADAPTOR U 0 .705 .080 TYp. JOS 050 TYP. I 0 F-- O ° z .864 E6 5/16" GLAZING BEAD O .700" GLAZING BEAD a c o N {Yi 1 395 r.190 1.4d9� 293 u3 FLUSH FRAME COVER M2 SCREW COVER LkZ6 J t7 a_ w Q Eai2 R � n O r of 0 LLJ N C 2 C7 MN a r NM d 0 v° 3 cZ�n U oM U PRODUCT REVISED o € � d € = as complying with the Florida Building Code NOA-No. 17-0918.09 b3 c's3 Expiration/Date /22/2020 By F Miami--Dameaml--Da ,dWProduct Control •'I�.%, e _L L o' n i U S TEOFdrawing no. R1O>`.�C9,�/ W10-18 1T VENT TOP/BOTTOM CORNEPS 0 FRAME BOTTOM CORN P PRODUCT REVISED Lmt— as eomPlying with the Florida Building Code IIOA-,,,*1 17-091&09 Z o EuPiration Date 09/22/2020 O '� �' h / BY / N a S 'Z. N ii gp Miami-Da�eFroduct Control LL 6 O SN`£+. CL µWNA m Ot Ovym � r ®&o¢8 G G tj M0 a' t7 rnO Z J N Q u) 0 LL=m g JuM Quz U C N 00 F 52 00 u uj C O N o 3 N� OZLL o _ M g U o¢ n0 70592 (v:., _yt.r '�Q•' s OF .•�1��� drawing 9 no. sn: ...iDa�.C7v: W 10 —18