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WS-19-1402Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 9020 NE 8TH AVE 3C, Miami Shores, FL 33138 Contacts Permit No.. WS-06-19-1402 itP r Permit Type: Windows/Shutters ItoClassification: Window/Door Replacement -G) Permit Status: Approved Issue Date:07/10/2019 F Expiration: 01/06/2020 Parcel Number 1132060420430 CHRISTINE HACKETT Owner CASABLANCA DEVELOPMENT INC Contractor 9020 NE 8 AVE 3C, MIAMI SHORES, FL 33138 PETER CORREDERA Home: 5164742359 7600 SW 134 ST, MIAMI, FL 33156 Business: 7862517588 Description: REPLACE 1 SLIDER DOOR, 1 WINDOW ,1 SINGLE Valuation: $ 4,500.00 Inspection Requests: 305-62-4949 DOOR. Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $150.25 Payments Date Paid Amt Paid Total Fees $150.25 Credit Card 07/10/2019 $100.25 Credit Card 06/19/2019 $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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAYIT� I certify Ihat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru ion nozonin Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / (contractor) / Agent July 10, 2019 Page 2 of 2 Miami Shores Village Building Department JUN 8 20 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ,,�FIBC 20 L� Master Permit'Nov v S- d 6 - 11 - 1 10z Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I O alo N iE U ' Age; A�-T 3 0— City: Miami Shores County: Miami Dade Zia• Folio/Parcel#: _ 1 J32A (o 04010e4w Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee (Siimple Ti^tleholder): Cyr I s6 he-14acke4 Phone#: 516 4%4 235r' Address: d\v 1 1 v e, G City: f k a r,) State: Zip: 33 13 enant/Lessee Name: h. I iA, Phone#: _mail: CONTRACTOR: Company Name: Address: �Omr\y Phone#: 194 -a S I -7 s d City: 1 State: � 1 Zip: \�� 5 6 Qualifier Name: Co so ayN c n. Phone#: 1 ipi 6 .AS 1r1 Sd d`'\' State Certification or Registration #: 11�n�I! Cn CLCJM�3o Certificate of Competency #: / DESIGNER:Architectt/Engineer: _Arat'ia'.naCOnsyl'ilnq nC Phone#:1 b"Q1'1n —glgo Address: b �Vy �� a co i SUI � I �� City: �'1 IOlin1 State: �� Zip: 33 Value of Work for this Permit: $ 4 500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El N''ew ElRepair/Replace ❑ Demolition Description of Work: ReP, Qnc2 1 Jj1�2.r I Win30� SingI dajc Specify color of color thru tile: Submittal Fee $ So ?Ce 1A Permit Fee $ anning Fee $ .echnology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ IJy ' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address .ty 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 'or the first inspection which (7) days after the building permit is issued. In the absence of such posted notice, the cpection will not be a ved and a ret pection fee w' harged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument 20 day of 20 t q by �w I %rn ay of 77 r 1 s� � `e �-o1C' 'r l who is personally known to 1 � me or who has produced identification and who did take NOTARY PUBLIC: Sign: Print: ,, `..�. Y•P,••,•. Seal: . Notary Public - State of Florida • Commission N GG 075306 My Comm. Expires Feb 2�, 2021 9onded through Natiaw! Not�fy APPROVED BY as r me or is acknowledged before me this y OQ . 20 ( I by who is per MUIA3 lly known to t\M " as identification*�nd %kho dW take an oath. %N'%1'.viKDYP.9j;?Vzo OTA Y PUBLIC: Sign: Print: h°1 Seal: l Et.• .s. • 2 #GO 287288 1^ 4 - _.1 ..off': ems: STATE�� ############################################################## Plans Examiner Zoning (Revised02/24/2014) Structural Review 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 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: Qualifier/Owner Signature Date ca� E)o4pvi- Print Name AM American Consulting, Inc. f 10300 SW 72"d Street, Suite 455 Arll�m Miami, FL 33173 Ph: (786) 219 9490 Email: amamericanconsulting@gmail.com QBBTF'+;E HACKETT RESIDENCE 8THA APT :::: • • •:' 9020 NE VE ,3�•': •". AIMAff SHORFxS, FL 33139.:::: ' :'•": .... . ..... ...... . .. ..... . . . . ...... WINDOWS & DOORS CALCULATION Ifill,,,pl a�loo NSF••��'' N 7421 ..* JUN 0 3 2019 =� 'w pF S j0N A! 1111114,11 Daniel Gonzalez, PE Lic. No. 74271 CA# 31388 Page 1 of 62 1 of 62 Design Criteria • Calculations based on the 2017 Florida Building Code. • Design pressures based on ASCE 7-10 • All fasteners and anchor to be coated or stainless steel. • Glass to be 5/16", 7/16" Laminated as per ASTM standards. •00 . . .... ...... ...... .. . ...... . ... . 00:*6 ...... . .. ..... . . . • O.. • • 0000 Note: Calculations based on shop drawings sealed on 05-2019. Dimensional variations of +/- 1" Ok by inspection. Any deviations from conditions shown on calculations or shop drawings to be engineered separately. Page 2 of 62 2 of 62 WIND PRESSURES --0 .'`:: 00000 ... :0 3 of 62 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: 9020 NE 8th Avenue Analysis by: AP Calculated Parameters Type of Structure Height/Least Horizontal Dim 38 Flexible Structure [2No Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V> 100 mph) Table 6-2 Values Alpha 1 9.500 z 1 900.000 At = 0165 • Bt = 1. Bm = 0. Cc 1 = 500.0Q it* • Epsilon = Q4 0 • • Zmin = 1&G& 4t• Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures Nat Freq > 1 Hz) use 0.85 1 0-951 • Gust Factor Category Il: Rigid Structures - Complete Analysis Zm 0.6 * Ht 18.00 ft Izm Cc * 33/z)^0.167 0.2213 Lzm 1* zm/33 ^Epsilon 442.92 ft Q (1/ 1+0.63* Min B,L +Ht /Lzm ^0.63 ^0.5 0.8902 Gust2 0.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*Izm 0.8680 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are us4 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gc i 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 1 -0.18 Page 4 of 62 4 of 62 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht — 60 ft 2a 2 Thet Ht J W •• • •••• Note: The image shows a Gabled roof.. but Fig6-11 also applies to some mono�!dWgases ; • • •; • n = R =_> F R nn ft 1 •••• • FACTORED Ar OWABLE . Component Area ft"2 Zone GCp Wind Press Ib/ft"2 Wind Press Ib/ft^2 Max Min Max Min M • Min 10 or less 10.00 4 0.90 -0.99 70.69 -76.59 1 42.42 •-45.95: 10 or less 10.00 5 0.90 -1.26 70.69 -94.26 42.42• ; 56.56. Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. l•• 1 • • • Page 5 of 62 5of62 PRODUCTS APPROV..--A-.E-* Page 6 of 62 6 of 62 M IAM I-DADE MIAMI—DADE COUNTY Mon PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy E.S. Windows, LLC 3550 NW 49" Street Miami, FL 33142 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;CogAty) reser"Vie right* •' •; • to have this product or material tested for quality assurance purposes. If this product ar materia2'fails to . . .. ...... perform in the accepted manner, the manufacturer will incur the expense of such r eslxl..oand the AHI mays immediately revoke, modify, or suspend the use of such product or material within. tkejr jurisgictioit. RER; • • • • ; reserves the right to revoke this acceptance, if it is determined by Miami -Dade *Q9ipafy Pro4fle? fbntrol..... 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 wit%•tee Florid!; $wilding• • • • : • Code, including the High • • • • • • • DESCRIPTION: Serie "EL200" Aluminum Horizontal Rolling Window - L�5J. : • • • 00 G o • APPROVAL DOCUME rawmg o. 1 -86, tit e - 0 onzoo ing Al uma Wdw.: (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared byA+Arooq 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, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1114.06and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. No. 18-0221.03 MIAMI•DADE COUNTY lii§ nuary 19, 2022 May 10, 2018 „ j�) �f 16 Page 1 Page 7 of 62 7 of 62 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17, 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 202-94 • • 2) Uniform Static Air Pressure Test, Loading Pw.FW, TAS.202-94 .' .. .. . 3) Water Resistance Test, per FBC, TAS 202-94..0 ...... : 4) Forced Entry Test, per FBC, and TAS 202-94 • • • • :....: 5) Large Missile Impact Test per FBC, TAS 201 14 • • • • • .... . 6) Cyclic Wind Pressure Loading per FBC, TAS2R3-94 ..... ..;.. • along with marked -up drawings and installation diagram of an aZ"Tium lzonZental .... • • sliding window, prepared by Blackwater Testing, Inc., Test Reponno. •, BT-ESW-16-007, dated 12/08/16, signed and sealed by Constkntin 13ortesi POO. """ (Submitted under NOA No. 16-0617.04) • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 06110115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). v Manuel Pere , P E. Product Control ExamiAer NOA No. 18 e21.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-1 Page 8 of 62 8 of 62 E.S. Windows, LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 12/28/17' expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. •000 . . .... ...... 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chetl�iC�1 ro. (MA) for .' their "Saflex CP — Saflex and Saflex HP Composite Glass Interlu3+ers with IPAT *see** Core" dated 09/07/17, expiring on 12/11/18. •sees• ' sees sees.. sees.. F. F. STA 1. ►PA TEMENTS ' Statement letter of conformance to FBC 5th Edition (2014). A4 T'BC Uo.Ehition" •. (2017), and of no financial interest, dated 09/25/17, issued by &I-tttooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NON No.'17-111 ".04 Statement e er of contormance, complying with i :qq a j ; • • 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ah%ld,P.E. (Submitted under NOA No. 16-0617.04) 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12/15/16. (Submitted under NOA No. 16-0617.04) S. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) OTHERS 1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/19/17 and expiring on 01/19/22. Manuel ,P!� rez, P.E. Product Contro�Z iner NOA No. -0221.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-2 Page 9 of 62 9 of 62 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 0l/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 hc7A to tal sliding window, prepared by Blackwater Testing, Inc., Test ReppICNj). 0 0 * 4 BT-ESW-17-007, dated 10/24/17, signed and sealed by Constarkin$ortes-Fet. •••••• • C. CALCULATIONS 1. None. to • • • . • D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources MR) • • • E. . MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. "SentryGlas® (Clear and 07/04/23. F. G. 17-0808.02 issued to Kuraray America, Inc. for their White) Glass Interlayers" dated 12/28/17, expiring on 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. STATEMENTS 1. None. OTHERS 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling expiring on 0l/19/22. E-3 Window - L. M.I., approved on 01 / 11 / 18 and It 17 Manuel Per z, .E. Product Control Exam er NOA No. 118-0 1.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 Page 10 of 62 10 of 62 I!n;4 FALSE MUNTINS (SURFACE APPLIED) MAY DEFUSED 72 15/16- FRAME WIDT (3) ANCHORS AT MTG. STILE ENDS-1 AT 5' O.C. I u 32 11/16- III ` 32 11/16- 36 9/16" 1 �(3) ANCHORS TENT WIDTH y AT MTG. STILE ENDS AT 5' O.C. TYPICAL ELEVATION FLANGE FRAMES ES—EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 72 15Tc— FRAME WIDTH (3) ANCHORS7' MAX. F 19" MAX. AT MTG. STILE ENDSEAD SILL AT 5' O.C. HEAD :ORERS d E li � li 6 LL I 11 I 1 1� D I, u I, u I II i SILL 32 11/16' 32 11/16' I'. 36 9/16' �(3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5' O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER m4-m Z q� 2Fz qw �W a� 000.j�"o N � OG'an Vouim M O aQO8 0 .3 22 O Q W D e N W yl_ p J 0 ID QWOE MAXIMUM DESIGN LOAD RATING = + 65.0 PSF w L,i 11 (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF W MTG. STILES WITHOUT REINFORCING I s MAXIMUM DESIGN LOAD RATING = + 80.0 PSF W (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF h n MTG. STILES WITH REINFORCING`o_iu c OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH �3 S MAX. D.L.OPG. FOR FIXED LITE NOT TO EXCEED 12.7 S0. F1. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SO. FT. I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o � C • • • • e • U E •ARE NOT REQUIRED. of • • • • • • • • • • • • • • 11�IItl/j!7� m �< m Gtj§_` 70592 PROL+iiC'I' RFV ISED I • • • • • • • • • • as cnmplyyl�p wiMl all!FTcxita {I = B • • • • L'uildil aC'odE • • '0 ' j C •. •. • A«�L�t t2t.o3 u!, • • • • • • • F. �' ,��< r�22 2 TE OF y(y/ • • • • r,• 11C_ AfFa �'.cSo:: .e3G. o° drawingo no. Wl 6-86 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FALSE MUNTINS / (SURFACE APPLIED) MAY BE USED (3) ANCHORS AT MTG. STILE ENDS 3 AT 5' 0-C C HEAD 4 11 I II 11 11 1 11 I� I 1 1 i I LD SILL IIDF�—M32 11/16- 32 11/16- 11/16"D.L OPG. D.L OPG. .L OPG. AT) G STILE ENDS 36 9/16" 36 9/16" AT 5" O.C. n o' FRAME WIDTH (3) ANCHORS 7' MAX AT MTG. STILE ENDS EAD/SILL 7 AT 5- D.C. :ORNERS ' 16 1 I`\ I i I I (3) ANCHORS AT WIG. STILE ENDS AT 5" O.C. 32 11/16• D.L OPG. 36 9/16" 1 TYPICAL ELEVATION FLANGE FRAMES ., 110' ________...__.._......._........._.__ FRAME WIDTH (3) ANCHORS 6" MAX. AT MTG. STILE ENDS 12' HEAD/SILL CORNERS AT 5' O.C. A MAX. HEPD d d i 8 II I' II�I� 11 II 11 II II 11 II II u I� n li I II I II 1 "�az n ° u I 32 11/16- 32 11/16- i mi mi n D.L. OPG. 36 9/16" 1 J U VENT WIDTH J TYPICAL ELEVATION N N FLANGE FRAMES WITH FLUSH ADAPTER rc 3: I� od.M O 3z�e S O _ v N Q J w W M f r MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING — + 80.0 PSF 10 (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING ` y GGG OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 47.36 SO. FT. m C C / , • • z /�. B •• i •• tY' • All J MAX. io �3 � z SILL (3) ANCHORS 32 11/16' 32 11/16- 32 11/16' PRODIICTR_VISfD AT MTG. STILE ENDS D.L.OPG. D.L• dP#. ~ � yp1LT I'}�gg 'the no,.!. .� AT S. D.C. 11�itd:!lg CSfe • • 36 9/16' • • • •3% 9/16'0 I�F:Ice1``'w%21,I!aIP O VENT WIDTH TYPICAL ATIO�• irt� 6• _l�7uL. FLANGE FRAMES WITHTERT�c: uenro \ 12 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AH '% ,eas �� a •' � o 71>592 .. LTE OF •'t.{A: drawings no. MTPD •' �, W 1 6-86 aW_ b • �' O w h Q r Z N d IL oOp`9 00 N 0. yt ,1-1/8' TEMP. GLASS �1/8' TEMP. GLASS it OR n 1 3/8' AIR SPACE 5/16' AIR SPACE I p0 > 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS i Q S p C 0 090' Interayer 090' Intedayer 090' Intedoyer 090' Interoyer Trosifol PVB Trosifol PVB Trosifol PVB Trosifol P'VB Q w Z By •Kuraray America, Inc.' By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' tM OR OR OR OR U. Z E n 090' Inlerloyer .090' Intedayer 090' Intedayer .090' Intedoyer SentryGlos Sentryclos , SentryGlos SentryGlos Q at at f By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' ` By 'Kuraroy America, Inc.' By 'Kuroroy America, Inc.' OR OR OR OR 090' Intedoyer �.090' Intedoyer ' .090' Intedoyer .090' Intedoyer Soflex Clear And Color Gloss Soflex Clear And Color Gloss Soflex Clear Ma Color Of... Soflex Clear And Color Oloss By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Ry 'Eastman Chemical Co.' BY 'Eastman Chemical Co.' OR OR OR OR ; .075' Intedoyer ."e Intedoyer .075" Intedayer .075" Interoyer 3. Soft- CP With PET Core Satlex CP With PET Core I Soflex CP With PET Core Satlex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co' I By 'Eastman Chemical Co.' I By 'Eastman Chemical Co' �1/8' HEAT STREN'D. GLASS 1/4' HEAT STREN'D. GLASS t I 1/8' HEAT STREN'D. GLASS —1/4" HEAT STREWD. GLASS < n SILICONE SILICONE , I SILICONE SILICONE Z J w 1 i DOW CORNING 795 , DOW CORNING 795 I DOW CORNING 795 w DOW CORNING 795 J W 1 DOW CORNING 983 C DOW CORNING 983 IC ' DOW CORNING 983 t DOW CORNING 9B3 i m rOOW CORNING 2400 Z m DOW CORNING 2400 z Im DOW CORNING 24DO z m DOW CORNING 2400 � to N N m (HOT MELT) 'yy^ (HOT MELT) pry^ (HOT MELT) s �^ (HOT MELT) 'r '^ Mt • 3 Iji H I] MI z L iv ul it N 0 of M n \ \ � II \ o � a 3z1�� w 0 0 Ix E9 M / M it El / w lil iId M2 M2 M3 M3 GLASS TYPE 'I' GLASS TYPE '2' GIASS TYPE '11' GLASS TYPE '2i' I 5/I6" OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS 7/8' OVERALL INSUL LAM. GLASS 7/8' OVERALL INSUL LAM. CLASS o' c u ow GLAZING OPTIONS 3 vat tStOlil IC"T REV ISLn ro --plying with the Fl rida £uildiag Cadc _ AcaRKace twl �iii.O� � oC C m o n • • • • • • • • • By • • • • • • • • • 6dixn' Oada Product o 11 L I 1 111 / f f u < m' u 57A &•3•/a" AIMACII' CONSISCING OF: � O o SPACER: €. 'HELIMA"LOW PROFILE ALUMINUM SPACER "' j 217`= 705� — \ $. NOTE: — � • GLASS CAPACITIES ARE •: L�l�E�2MANN GfI(�i • • • • • ; . rz o Y 5 OUNOls HE PEF4METER OP THE GLfSS.• • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • �ERIMEAfR SEALAAI! • • • • • ' (� '•. TEOF 4—" drowmg ` no. AND FLORIDA BUILDING COMMISSION • a • • • • • • • SMCON �• • .. '�n •. oRroR.'�a�: W16_86 DECLARATORY STATEMENT DCA05—DEC-219 • pdN C NING 791 • • • • • ��ys/QiVRL``�� GE 2000 '�L+rnntlll� (sheet 3 of 11) 13 of 62 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Imo• ____TYPICAL ANCHORS WOOD BUCK I SEE ELEV, FOR SPACING % G ' EDGE DIST." G a G i Mt6 OEta M14 j O 1Ory 3 EDGE U 'W mo TYPICAL ANCHORSE ELEV. FOR ACI G 3 \ g 1O < 8 y n a. Y. OO` O I V DM76 El C 0 w yN1 G Eta Ma Qaa, C 0 t u16 — vow M14 Cfm p_m q E7 • �i II ¢N¢Z0 Q W 7 fi N OPTIONAL7 1. TO it MB SWEEP lAT H (L ZN:a .J Z Q W Q W (on H 11 11 I n F r4 II it I J G S O O !' II J � X OEM 3 W 0 O e = Z3J J o — j �\ o SPRI�INNG LATCH I W M � D DWEEPIIOLES: I Wl = 1-1/2- X 5/16- WEEPHOLES AT 5-1/2" FROM EACH END - g E7 �$ I -EDGE DIST. e Y In WT - G - •' , • • 9 ^ a TYPICAL ANCHORS • • I . a ,• Wt TYPICALANCHORS E15 SILL RISERMITTM T FOR SPACIGV. • • • SEE ELEV. FOR SPACIG EXT.(+) LOADS TO 65.0 PSF I EDGE DIST. us} 1• •• • • • 2 • • M • � 3 • •. FOR SILL WINDDWST• • • E1• RISE! 11OT MT MAX.(. • 1 • ` EXT.(f) LOADV TO465.LV PSF BUCK • • • • 14 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODDCT RF.VISFD - e-V4 in• with the Florida tl1 o S 'a u Huildieg ride Acceptor K,IS- 022I. `�fluululfTY� E ti f?,tc ALL'�/�,pR o ` BY • o Mim ' Ded. .xi=t C mr_ YQ592 /= ' OF�({/�� `` drowingo no, PAIL �i sheet 4 of 11 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. D A G — ONN mh . CONCRETE AT HEAD. SILL OR JAMBS t'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm — 2000 PSI MIN. Fr __ __ __________�� METAL it MIAMI—DADE COUNTY APPROVED Ii STRUCTURE I I MULLION h MULLION ANCHORS I I I� SEE SEPARATE NOA jl IEDGE DIST. I ---------- TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • . • 000 • • • • •• ••• . • •• • • • •• PRODUCT PrVIS(n • • • • • • • • • • N co•I�7Yfrq ++Ah dR Flrrtida ' 4 I 2011 L;i • • 3u•diu�CoJ! • • Ems' • • • • • • • , , rl2 15 of 62 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING Z y n 0� a % M H � k o 0'" IL mo 0 U N r () 3 0, .0 s 0aoo� N N 0 JOJ Q W LL a w H a .JZmg Q w 0. E 3 0 3 G � E 0592 o eiU 1 S EOF Lys drawing no.. OE 0 1/4- MAX. VENT WIDTH SHIM I!— E4 M5 E6 ES Mt6 TYPICAL ANCHORS SEE ELEV. FOR SPACING s Y J m O EXTERIOR I L WINDOW WIDTH XO LAYOUT OX OPPOSITE REINFORCING O AS REOD. 1/4- MAX. SEE ELEVS. - :a- sHIMs < TYPICAL ANCHORS E18 E4.1 '-SEE ELEV. FOR SPACING I � 11/4: _ 0. �' • , e D.L. orc. I BYJ WOOD BUCKS E F O `J •• ••• •• • • • •• • • • • •1.3Y GK 1R n(R7 L • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA .ANCHORS EY. ACING W t m 3 Z g� w k a m Qa �n o w OO` o U w N OUNA Ci pwM oZtn 8 OOLD<.. Oa6t&I Vl tog Q W Z 4 b Q W ml 01 f F i 71 ea0i � N 3 t n a � J J K Z N C,4 h H O o pd MYM = Z 3 0 3z4� 0 a I � Q ii^i WM��f' 1 i I url �n N ;• CEN3g• a i O6U2 EVISLD pith the Fknidc 1p A �Q ATE OF 4�� drawing` no. Ills f. t6I fL, Sa. '••••• �•r�.\ METAL MIA I-DADE COUNTY APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE NOA IEDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELCV. FOR SPACING FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING ,el 1/41. I 0 s a •• ••• • • • • • •• • •• • • • • ••• • INSTALLATION DETAile W6Til: FLU6ff FRAMA AAAPwMR SEE SHEETS 4 & 6 FOR WINDOW DETAILS ^RC •• ••• •• ••• • ?S Cf • • • • •• BYj iZ 17 0162 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• C� ALT. REVISED _6 G AS wish It. Florida [L�� r� i8-o2'it.a3 m� u Z ro m O q 0:00 ON m IL 0 A 0 Q W 7 LL 6 h LL,zof� C7 CD Q W 0�1f � Y F3 3 � � o O542 = i I • s OF drowmg no. W16-86 ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS SEE ELEV. En. OR INT. FINISHES FO :e NOT BY E.S. WOW. [J M / a TYPICAL ANCHORS: SEE ELEV. FOR SPACING T 0 W ' n ;< �w a ' N 10 WOOD SCREWS (GRADE 2 CRS) o o c 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 w N o 1-1/2" MIN. PENETRATION INTO WOOD F �'m p, t Eta 0 Oof j m a. a ALT.1 0 o 0 JIG TEKS/SELF DRILLING SCREWS tQ W 7 —AT 6 FROM ENDS N o O i AND -12 O.C. MAX. Cl rD Q w m f 1/4" MAX. GAP .iI N 3 j _ e a o O � n ALT. 3 N a n o W C) PC �#10 TEKS/SELF DRILLING SCREWS o=� w N Q ' AT 6 FROM ENDS w �. AND 12 O.C. MAX. — 1 � w #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS TYP tSECAL ECELOERVS EXTL22IC+12 ;a'€ AND 12 O.C. MAX. FOR SPACING WINDOW WIDTH '•' " " ° I iN N O i O O i I C O o ALT. •• ••• • • • • • • • • • • • • ••• !•y — • INSTALLATION DETAILS yv& ail: AVIE:LDAIP'IB8 m M.. I� SEE SHEETS 4 & 6 FOR WINDOW DETAILS PRODUCT RL:L;SG7 �2 • • • • • • • • • • • • • • )Fb +ViLh Fire flcxids `. ,.„g7?'` • I y - �:�® •ltt"\ v lui TYPICAL ANCHORS L • • • • • • • • • • • • • M..a•iy'rt•p10 IPA •l .� • • •ri�•f'niriJutc u+'A ••.• IE OF OR10F;.•' !�� drowing no. SEE ELEV. FOR SPACING • • • • • : e • • tr, i ,.�; �s�� /h •• • • GS• ci u+:lCpeiF6t �P III 11 ••• • • • • ••• • • �N W m� ,Y II m 3 Z M n h 0 Q W 2 a a QSa Oa N`p• co)o J Q W N FGF Wrj Q U V A W ciG�H a¢z^ $ 6O< N O Q W J Q W m E Iv n n a m n h c� J K = W <� N pan g p M m x Z J n w (nN N Q FW M u N o `u U Ivi$4 c�d= olo� • • • • • • • • • �'' o < m taG Sg'• ;O i � PRODUCT REVISED - Z • • • • � • • • • • . • • Ararral«� 19- 2 � 03 `' •'•. �,,((��z y °_ • • • • • • •r�` '' ,:�112 7 OF � 4//� drawing no. • 4trnz � Pr;x1u.I CootrW-. \// SJQ ��a �� • • • • �, ( �////T1fYAl•lll�l sheet 9 of 11, ITEM / PART / REQD. DESCRIPTION NATvvrar MANP./SUPPLIER/RE7dAR1(S, E1 ES-EL104 1 FRAME HEAD 6063-T6 - E2 ES-EL201 1 FRAME SILL 6063-T6 - EJ ES-EL202 1 SILL TRACK 6063-T6 - E4 ES-EL702 2 FRAME JAMB (OPERATING) 6063-T6 - 1 s o162 • •• •• • • • •• •• 2.917 � .062 1.313 .050 TYF. 1.187 .68� 1.308 L--- .83J �^- .519 T---j---^ I r-.135 r-�j 0j-� T_I � �I .825 � " .625 .625 L 050 974 _� .050 9174 )_ -.062 974 U 1� 3 Z 0 2.187 2.812 _ 082 5 2.3147 f i 1.187 .062 II� u I a f Z N 1I ryp, i f '--1.260-I 02 .202 --I .202 E9 E10 0E11 GLAZING BEADS 0$ n 0 W N n Ei 1.187--i FRAME HEAD 2148 E6 JAMB STILE E7 VENT TOP/BOTTOM RAIL 1.1631 I-_T f A88 ,125 1.025 Et6 INTERLOCK STILE STIFFENER N act a O N p, (� O � �t 0 2 O cp 0 o b ¢ :L Z(7 0 ! n Q .112 1.122 1TYR.078 .07 '',2t �I �62 1.1B7--I F8 .062 7.187 t.474 SPRING LOADED LATCH s 3.J10 2.685 • 2,000 IQ 1 Alb .St3 i.233 1.0131.313i_E5 A v n � .040 -� INTERLOCK STILE l�-_. z o J �2.9t7� 2.049 ....� -.Y77 07 FlX. MTG. STILE STIFFENER W J w F z (nNcq E2 FRAME SILL -T 1.407 1 EtB JAMB SCREW COVER .t65 obe 2.500 m N O r1 -j w to c v .062 -87 0 308 0.2 P. I L .04fi 2.000 Nj ltl M g .312 .250 �I ---.�. 1.3741 --1 .625 - f^-1.387 14 HEAD SCREW COVER IW q Ea SILL TRACK E. FIXED MTG. STILE 2.857 Et5 SILL RISER ) Nil l 2.814 .500 25 -1719 F --z.a1a y'u ..... _ - 2.760.--- r 062J TYR E12 FLUSH FRAME ADAPTER c 2.917 _ 3.141 2.917 .062 2.987 .050 I TYP. 1.187 I 1.562 f L_ 1.500P2.780 .50062 1.428 • ' .063 • • • • • • • • • • • • • • • • • • • • • \``\`71111 R�"y7',' �.. • • e • • • . • • • • : ,p' V�' •'''1� N, 7 • • • • • ]`I ;`v'�Ply uit.k 1i F1.rWa ••• • NrQ 8T OF /y� e ' Jk-�32 %, RIOI. \°�: o < c m a ' s drawing no. [Wl.6-86 '875 639� •• ' :• : . :! /,7 ' ' •^ CE FRAME JAMB (OPERATING) E4.1� FRAME JAMB (FIXED) E13 FLUSH FRAME ADAPTER WITH I'll ' _ e Pr,M•r't tt`• sheet 10 of 11 20 of 62 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9VI4 \ M i• m 11-0 FIX, MTG. RAIL CORNER WE rd • • • • • • FIN FRAME ADAPTER CORNER •• ••• FRAME BOTTOM CORNER • • • • 21 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9. F". t l"rt W m i z i 2 gW'Jd as , Q ' oa` v 0 W n oG�� loot; ; paoo� Od�� W j s ry 4 w Q) mil Oi U' D Q W mf Ii L 3 N � N 3 � J a $ c� z z 3Na tin e Z3J g:3z'�n 1 ��•�JPS)•Ah1 �' Q' Iz. OF AMIAMI-DADE NIIAV11-DADE COUNTY � ' .,r PRODUCT CONTROL SECTION DEPARTNTENT OF REGULATORY AND ECONO-I11IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AWNTINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA) - _ www.miamidade.govJecnnom ES Windows, LLC 3550 NW 49"' Street Miami, FL 3.3142 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, jr, Miami Dade Count;) 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 marea t -fails t000000 perform in the accepted manner, the manufacturer will incur the expense of such tie and t4% AHJ may • • immediateiv revoke, modify, or suspend the use of such product or material withjq j1 eir jurisdWlbn: REa...:. reserves the right to revoke this acceptance, if it is determined by Miami-Dad4�dur�ty Product Control ...... Section that this product or material fails to meet the requirements of the applicable i big ding code. • This product is approved as described herein, and has been designed to .comply with 46e h'lotida Building • • • • Code, Including the Y ig • • • •: . .' • 00000 �3ESCRIPTION: Seri "EL300" Aluminum Outs�vina Door - L.M.I. "" """• • • • • APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Alv*minu;i Out'sw.i.ng Door ..... (L.M.I.)", sheets I through 12 of 12, dated 06/20/17, with revision A dated 07/2117, Rit:pared by AI-Faroo(: • •; Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cburfty PrC:hj,&%ontrof Approval stamp with the Notice of Acceptance number and approval date by the Miami-D'a$e'County Product Control Section. NIISSILE LNIP ACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Ba, anquilla, Columbia, S.A., series_ and the following statement: "Miam.i-Dade County Product Control Approved", runless otherwise noted herein. RENEWAL of th1is 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. ADVERTISEIN11Nfi: 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 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. r!iaf�ti�uaoe courm e/ NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 Page 1 Page 22 of 62 22 of 62 ES Windows. LLC NOTICE O-F ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EI.,300 Aluminum Outswing Door (L.M.L)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al- .Farooq Corporation. signed and sealed by Javad ? hmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC, and TAS 202-94 • • • • • • 6) Large Missile Impact Test per FBC, TAS 2(:1-SO. • • • • • • • • : • 7) Cyclic Wind Press -are Loading per FBC, TA_ 1 %0�, 94 • , , � • ; • • , ; • along with marked -up drawings and installation diagram of awn a"ilaum outs -wring • door, prepared by Blackwater Testing; Inc., Test Report No. BT •EAV-17-$0& opted • 06/15,-17, signed and sealed by Constantin. Bortes, P.E. with Letfft*df Clarification • •: • •. issued on 08/03/17, signed and sealed by Constantin Bortes, P.E�: • : .000 • • • • •. .. .. .... ..... . ...... . C. CALCULATIONS . . . . .... . • ...... 1. Anchor verification calculations and structural analysis, compllin v4th FBC-5 n ;••,•; Edition (2014) and FBC-6" Edition (2017), dated 06/19/17, prtDar& by zooq .... • Corporation; signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QLI ALITY ASSUR UNCE 1. INtiarni-Dade Department of Regulatory and. Economic Resources (RER) E. NLATERL-.L CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass futerlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glasg (Clear and White) Glass In.terlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21 /21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (INLA.) for their "Saflex CP — Sallex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. rie NIL Plasencia, P.E. Produef Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 20.23 Approval Date: January 04, 2018 E -i Page 23 of 62 23 of 62 ES Windows, LLC F. STA 1. 2. 3. `4 NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTEQ CEIVIET: TS Statement letter of conformance, to FBC-5" Edition (20114) and FBC-6`` Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Distributor Agreement, sigI=ned by Carlos varcta and by Evelyn Daes. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Black -water Testing, Inc., dated 06/115/17, signed and sealed by Dennis Duffy, CEO. Proposal No. 16-1477 issued by the Product Control. Section, dated 11/23/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. .••••. . . .... ...... ...... .. . ...... .... . ..... . . . . ...... Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E - 2 Page 24 of 62 24 of 62 3/16" HEAT SREN'D. GLASS/�r� � I 3/8' AIR SPACE a V r m • ; 3/16' HEAT STRFN'D. CLASS F3/16" HEAT STREN'D. CUSS I a - h Q .090' inlarfayer 090" Intedayef n a Tmelfol PVBBy Trosifol PVB a S o C Q 'Kurarq Amadaa, Inc.' ' OR 'Kuroray America. Inc.' Q Q N SO c 090" hfefloyer 090" Intedayer IL N �t SentryClaa SentrycLas IZ O t n - OR Kuraray Americo, Inc.' OBR 'Kuramy Amerca, Inc.' Q N jjj ,090' Interloyer 090" interlcyer V G a, p I Soflex Clear And Color Gtasa Saflex Cloar And Color Cioaa Dy 'Eae`unan Chemical Co.' By 'Eastman Chemical Co.' Q a C � N CR OR Q 0 b g I 0.5' IntaAger D!5' Intertoyar � K T O n SoBex CP With PET Care SoRex CP With PET Cara By 'Eoalmon Chemical Co.' BY 'Eoslman Chemical Co.' I LL Z H - 6 ` mgIn 1 r3/1E" HEAL STREN'D. GLASS r3/16" HEAT STREWD. GLASS Q W f SILICONE SILCONE w DOW CORNING 985 w DOW CORNING 9E5 1 to _ DOI CORNING 795 t� 1 DO'W CORNING 795 y I@ M7 z Mt CORNING 2400 ( - r \ DOW CORNING 2400 5 3 � n } U .o THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ! _o �L g () A� Ci LL m SHUTTERS ARE NOT REQUIRED. 1 I 1 cNn Sc I) \ I Moo Z fn rn d m I � U •°'c ''1 SQUARE BEAD OPTION GLASS TYPE 'A' CLASS 'rYE'P. 'Al' _Z -• 7/16" OVERALL tAM. GUSS 1" OVERALL INSUL. LAM. GLASS +� Z - L'S—EL300 vi �n ALUMINUM OUTSWING ENTRANCE DOOR G �I �E ONS NOTE L� w M EXTERIOR UTE OF GLASS TYPE 'Al' TO BE TEMPERED APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS FOR INSTALLATIONS ABOVE 30 FT. OF GIIADE. WITH OR WITHOUT SIDELITES. SIDE LFTES CAN BE ON ONE OR BOTH SIDES OF DOOR. : i DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3/.@."SIR SYACR CONSI3'CINC Op; I THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE •hIELIMA' LOW PROFILE ALUMINUM SPACER �1 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BY 'LINGERMANN GMBH' I BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). AROUND THE PERIMETER OF THE GLASS. I y t 16Y OR 29Y WOOD BUCKS & DUCK FASTENERS BY OTHERS. MUST BE PERIMETER SEALANT: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS SILICONE I TO THE BUILDING STRUCTURE. DOW CORNING '191 c „ ANCHORS SHALL BE CORROSION RESISTAIIT, SPACED AS SHOWN ON DETAILS GE 2000 ? a AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSTRUCTIONS: • • • • • • • • • • • • a o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS. • • • •Is j11t1 IITrI�_ E...`._..._ _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • I*ODUOir REVISED �Vt qT/ir srP I DETERMINE DESIGN WAND LOAD REQUIFE%WF�(l' BASIC • • •a c•rnply:fn� fth the Florida �9 ;��q� ALL SH':.MS TO BE HIGH IMPACT, NON AND NON -COMPRESSIBLE. ON WIND VELOCITY, BLDG. HEIGHT, 'WN�Lyfy�O.NE• • • • • • •uil•ingC•de �� ` .GENg' '• ',U �i a�r•u US1WJ APPUCABLE ASCE 7 STANDARII. 16-0617.03 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEl•AL.SCREWS, THAT - NOA-No. < � 1 COME INTO CONTACT WITH OTUER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CPF'ACITIES •� '% o' n 5LE SHEET 2 Expiration Date 01/04/2023 REQUIREMENTS OF TIIE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. L"C; [•k - 8 .. $' THIS PRODUCT APPROVAL IS GENERIC AND FOES NOT PROVIDE INFORMATION STEP 3 FOR SIDEUT PANII. (0) CAPACITY" SW..Q•3. • • • • • BY FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • Mi snli-0 Mod•ct Control •; i— 111 - FTVt SIDEUfE COMBINATION WITH 4� � d!ewmg OF WATER RECEJVNC THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 • • • • • • • 7 EOF l r WATER INF:'LTRATION RESSTANCE ETC. SEE iMUON CAFACTIY CHART ET 4.• • • • • • • • • • ' ; FL Dr.•' � � CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AIJALYZED SEPARATELY. (i \!.S •• L� I STEP 5 T. LOWEST RESULTING Ff10M6TEPSR!3 • • •• • • • L`C )AL ``\� W17-59 AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SITALL APPLY TO ENTIRE SY•TEM. • • • • • • l / i / rr�Tf 111 III,\AA sheer 1 ofaf j2� 25 of 62 ••• • • • • ••• • • 00 • • • • • • • • • • 000 0 0 0 000 0 0 36 7/8" rc U ,�Z. SILL TYPICAL ELEVATION ( X ) FRAME WIDTH 35 5/16" p LEAF WIDTH HEAD ANCHORS SURFACE APPLIED FALSE MUNTINS �I SAT STILE ENDS I D.L. OPC, MAY BE USED I A k - O o I 11 11 7 ^i o o � rr Ik 1 'I 1 1 i I ACTIVE ' `,INACTIVE �� .. _... 7 5 9". MAX —F�17 51LL ANCHORS ��Ai STILE ENCS ING DO RS IA D CAV CITY - PSy IRAIAE LEAF THRESHOLD TYPES EXL(+) INT.(-) WIDTH HEIGFIT WgTH ViEIG4T 38-7/6" 96' 35-5%16' 93-9/13" -._.STD. 00.0 80.0 J8-7 8 96" 35-5/16' 93-5/6" Af.A 0 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 1 11 1.. ......... ... ...... O \ C G \ CORNERS SILT. " STD. SILL SIN F OR DOUBLE_.D.00RS TYPICAL ELEVATION WITH A.DA SILT_ ( XX ) DOURIY DOORS LOAD CAPACITY - PSF as complying with the Florida Building Code NOA-No. 16-0617.03 • • Expiration Oate01iO4/2023 • By FRAME LEAF THRESHDLO TESHOLD +) I Wi.(-) WDTH I HEIGHT WIDTH HEIGHT 76" 96" 35-5/16" 93-9/i6e •.�T�. 80. 0.0 78" 95" 35-5/I8" 93-511111" ASA • 8•.0 *1 60.00 • • ••• • mlaml- Product control •• • • • • •• ••• •• • • • •• •• •e• •• ••• • • CLASS D.L.O. FORMULAE: • • • • • • • D.L.O. WIDTH -OF9"E ^TTH - IPA (X L'OOR`SK^1� • • • • D.L.O. HEIGHT- �(AMME f�EICFiT - 1 L4'8'!(STD EOT RjRjILS • e • FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) 26 of 62 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • l,:C 2? Y.) CEN •.;O A� n1 •I w.7o _! y,_;• la �,ik r•.• TA CF •_�� drawing no. _.. W17-59 CORNERS SILL TYPICAL ELEVATION ( O ) SIUE4.ITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME PANEL THRESHOLD(+) TYPES WIDTH HOOT WIDTH I HE:CH1' 37-5/6" 96` ! 34-1/16-1 93-9/18' SID. CO.O 80.0 37-5/e" 96" 34-1/10 93-5/8' ADA_[� —80.0 80.0 43-5/8" 82" 40-1/16 79-9/td' STD, 80.0 8D.0 43�5/8- 82" 40-1/16` 79-5/8' AOA 80.0 80.0 D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.438' (STD. 50T. RAIL) FRAME HEIGHT - 14.875` (III -RISE BOT. RAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" 148 1/16- /�y �v FRAME WIDTH M r 34 1/18" 35 3/8- 34 1%16' LL ANCHORS z PANEL WIDTH LEAF WIDTH PANEL WIDTH GF. n 1 HEAD/SIZ f1�'AT STILE ENDS F` W n c SURFACE APPLIED 25 1/16` 27 1/8- / (4) AT 3' O.C. 25 1/16" rn as j ,81 ` i FALSE MUNTINS D.L.OPG. D.L. OPG. / D.L.CPC. -� NAY RE USED ! A a 0 I a' t L op 0 it if 1' ii -=ram= I !Q WM�' N6 H ==r=== WN_ c if\ Q Wrnf hg� ! ❑ � n- I I I O o' If II ii I gQ� m tl-1 10 IJ J 11 \ 11 R µ____ / S 2 C n I N II ! -........... Z __._ ..... .. i I NAX. ` `.__/ ....., ,. (4) ATSNUWONI!� S LL7 M k17 5/8` MAX. ' 12" Ld 1 HEAD/SILL FIFAD—T� SIMITE WIDTH Sill SEE CHART SHEET 4 1 TYPICAL ELeIATION ( O-xx-O ) I i NOTE THE FRAME AREA OF ALTERNnTE SIZE MUST NOT I co e EXCEED TESTED FRAME AREA - 98.7 SO. FT. PRODUCT REVISED o - •• 00 • • • • •c 'complying with the FloridaFld.y r • + • • • • • • • • 8uiltling Cods • • • • • • • • • NOA-No. 16-0617.03 • • • • • • • • E)OPIratlon Date 1/0412023 `��` S�D•14lQy�_ �i� •• ••• •• • • • •• � --"9® ' I III( Miam Da Product Controli� ` '•. `I o ! , • • • • • • • • • • •'• T OFF drawing no • • • • • • • • •• • • q0 OP;:'�� ll l l 1111222 +`beet 3 of 12 27062 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d o N DESIGN LOAD CAPACITY - PSF DOOR TO 5•DELTE OR DOOR TO DOOR WAL"ON SIDELfTE WIDTH INCHES FRAME HEIGHT INCHES UNREINFORCED EXT.(+)/TNT.(-) REINFORCED EXT.(+)/NT.(-) 18 24 30 38 42 E2 75.7 80.0 _ 68.4 62.4 _ 57.3 E0.0 53.0 74.5 18 24 30 i 38 B4 71.4 80.0 64.4 80.0 58.8 80.0 54.0 75.0 I8 24 30 36 90 58.0 60.0 52.4 - 73.7 47.8 E7.2 43.9 61.7 18 24 30 36 96 47.8 672 43.2 60.7 _ 39.4 55.3 36.2 _ 50.9 F. ij t15\ UIREINFORCED REINFORCED DOOR TO SIDELITE MULLION %" 1 ; JD \\ DOOR FRAME SIOELITE WIDTH WIDTH x0 Ox C , //1 rr / f \\ I t1 I I 1 pDDR ( ' SIOEL(TE FRAME SIDELITE WIDTH �_ItiID1N WI DTH �E7JTE i DOOR FRAME ICTH V/IOTH NOTE: zxo ; FOR DOORS CAPA.CrIY SEE SHEET 2 FOR SIUELIIF CAPACITIES SEE SHEET 3. FOR S:DELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, StDEUTE, DOOR,/SIDELrTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENP.RE SYSTEM. NMI SiDEUTE WIUITI 1 SINGLE (X) DOOR WIDTH _ ............... ............................__.___ p._...__._...._._._...._....._..._..__..._._ DOVEILE (XX) DOOR WIDTH ( OXO ) ..............N......,,., ... �,.,.�..:....,,� ..,�„I ` \ \ K / -r L �.............._.-_ Z y h ffl( L, N v ni / /- 6 \ c V uT a DOOR FRAME SIDELITE DOOR FRAM: I i1 DOOR FRAME DOOR I FRAME SIDELITE j WICTH WIDTH WIDTH W"DTH WIDTH I WIDTH 1 Q W M 40,1 ( XOX) { xx0) Oxx Z in 0( g BmmY �' I I I SIDELITE DOOR FMM'c SIOELQE W:OTH WIDTH WI'JTH � ( OXX0 ) APPROVED CONFIGURATIONS ............. V 0, c SIOELITE I DOOR FRAME DOOR FRAME I Z 3 e WIDTH WIOiFi) W10T.HOx i Lei M xx } XxXO xxxx 3 • • • • • • • • • • • PRODUCT REVISED • • • • • • • • • as complying with the Florida • • • • • • • • • Building Code 16-0617.03 • • • • • • • • • NOA-No. • • • • Lpiration Date 01104I2023 • • _• • • • • BY-�'- Miami -Da roduct control . . I .. .... L� C 2 • • •• I • • •• • • • 28 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • . rD592 - g ,J$I _ iJL. �SIIITE OF tftdrewinq no. FixDRID .' ... P.'s/ W17-59 .. sin 31 TYPICAL ANCHORS FOR SPACING 1"v O tiq q ry Q d i h N Xoi C Gv'M V 0 ur M 0 a o c a Nyow�� Q4'g Iy7Nlo j�0aC Qwmf� i DOOR DETAILS �+I� M3 f • • • • • • s A&UCT REVISED • • • • • • • • s complying with the Florid• • rj • • • • • • • �y;;.gCode 16-0617.03 /��t�N01 - , • • • `3• J - 0 L... i t , i •�a • • • • • • • • uptr•tlon oats 01/04/2023 ' ' • c �+°� �Mia t-b � roduc4 Contro � �` •• •• 29 •• ••• • •' = ' ��1� • • n'PIGi ANGHGpS • • • • s �" Or' i�,, drawing nc. EDGE DIST:.___.—� • • SEE•EL• • • • • • t ly• •^ L NtDI;: ' � . . Fo�nclMACIN G . . •. . . . �� 7 L:;:l �+�, • .. �yG�/ � W17-59 29 0162 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •a ••• • • • ••• • • 1DY 28Y WOOD SUCK „EDGE DIET. WOOD SUCK �.........- �- ---� OR ..__. __...__..._. i WOOD STRUCTURE SEE NOTE SHEET 1 EDGE O TYPICAL ANCHORS 1 TYPICAL ANCHORS SEE ELEJS. LSEE ELEVS. FCR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S, WINDOWS MUST SUSTAIN LOADS IMPOSED BY CLAZINC SYSTEM AND TRANSFER. THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELV• FOR SPACING I./A" DIA. ULTRACON L°Y •ELCO, (Fu-177 KS, Fy-155 KSq INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/jA.MBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/1,ILL/JAM8S) 1-3/4' MIN. EMBED INTO GROUT FILLED BLOCKS (VWBS) 1 /4" DIA. TEKS 04 SELF DRILLING S( RFWS• (GRACE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULJONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PIATEO OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3'W MiN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. A FOR SPACING MIAMI-DARE COUNTAPPROVED CUPPED MUI-HON SEE SEPARATE NOA •• ••• • • • • • •• • • • • • • • • PRODUCT REVISED • • • • • • • • • • • alcom I Ing with the Florida • • • Buil•ing Code • • • • • • • • • • • � HOA-#u. 16-0617.03 •• s•• •• • • • •• -- E.Piration Data 01104/2023 i Mlaml- ad roduct Contro •• • •• • • • • • • • • + •• • 30 o(62 ••• w • • • ••• • • • •• •• • • • •• •• 000 0 0 • ••• • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING DOOR DETAILS I - .....................................: OF Lys; �4.'U _z — n q 1'W t� poo�� N N � a a o k' LL O > M Q Q aOoM i Qyr.9I Q u,LL 6 Iy ZM•: '11i(oa y dWM€� J IN 0 lip k vY Ik drewing no. W17-59 TYPICAL AN SEE FOR Sf m 0 N TYPICAL At SE' FOR ! 1/4' MAX. KICK IC -AL ANCHORS ELEV. SPACING PRODUCT REVISED as complying with the Plodda Bullding Code • • • • • • • 000 NOA-NoA i 6-061 7.03 • • • • • E•Ptraronoat.OT 14041� 2023 By • • • • • • • • •y"• • •� 7 any • • • • Mlam robct Control 31 of 62 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' IAAX. q .n c UI` j DOOR D1•.TAIL5 Z�;•' �GENS .�a o � ' 7 -2 OF drawinq no. %. s� .AAt� f O.. •�. W 17-59 • • • • •PRODUCT REVISED • • • • • • • • • •as comp)yy{ngg with the Florida tihilding Code • • • • NdR No. 16-0617.03 • •Expiration Date 01/04/2023 sy ._ Mlam as roduct Contro • • • • • • n .7 32 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z e qp qv of a `S 0 C4 IL N OGH� Uo�a 0 L O; a O brc I IrZon o ILzy:o O i � SIDELITE DETAILS _..... ...... _..____J AJ�C-. �sdrowiny no. W17-59 . i/4' M.M. SHIM TIPIC,AL ANCHORS.,. , SEE FOR SPACING..' al oI .ice - rE77 a V (CARBON N / Flo sMs OR TEres i H) AT 6' FROM ENDS OP'IONAL REINFORCING0 \\\ AND I2' O.C. MAX. SEE SHEET 4 FOR CAPACITY ye (CARBON STEEL TO BE PAINTED OR PWED) EXTERIOR • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED • • • • • • • • • as complying with the Florida • • • • • • • • • • • • Building Coda NDA-No. 116-0617.03 Expiration Cate 01/04l2D23 • • • • • • • Ni•mi a ro uct ontro •• • •• • • • • • • • • • • • • • •• • • 2, • • • SIDELITE •DF.TAIiS 330161 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 4mV m 01T� 'Z. N 0 ~v'M V °o?^ 0 L -C 0 2 Q to Ibz'm 4Wms� h J � 1 b N Z Q J W ATED) I z to O N I:s o°Mm O Z S J I' InW)� N lJ IW M.2 3A�!(�� drowingo no. , I W17-59 ITEM P PART / REQD. E DESCRIP11ON MATERIAL MANF./SUPPJJER/-REUARKS El_ J ES-EL300-00i 3 FRAME HEAD/JAMS 6063-T6 - E2 ES-EL300-002 1 FRAME SILL (STD.)` _ 6063_T6 _ E3 __.._._ ES-EI300-003 - ---. 1 ._..__.._...._ _. FRAME SILL (ADA) _ _— ____..__..__.._._.................. B083-Ts - E4 ES-E1300-004 2/ LEAF TOP AND BOTTOM RAIL 6083-76 __... _.............. _.... -_ E5 ES-EL300-005 1/ LEAF .................__.... -- --- . ; HI -RISE 90TTOU RAIL 6083--T8 _...... -.._.................. ...... _..._........ - E6 ES-EL300-006^ I/ LEAF JAMB STILE 6063-T6 - E9 ES-EL300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - E10 ES-E1300-010 1 ASTRAGAL- STILE (!NACT4E) 6053-TG - El 1 ES-E1300-OI 1 1 ALA SiLL W'STR7 A,'kP1E I 6053-T6 - E11 ES-EL200-012 1 FRAME COVER 6W3-T5 ^_ - C13 ES-EL300-013 --- 4/ LEA - GLASS STOP (LAM. GLASS) - --.._—..... _. 6063-T5_ .... -- - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) - -_-- — 6063-T5 E'5 ES-EL300-015 4/ LEA GiAiS SLOP (INSUL LAM. GLASS) 6053-T5 - EIS ES-EL300-016 AS REOD. SNAP IN FILLER 6063-T6 - E17 ES-EL300-017 AS REOD. EXTERIOR TRIM 6063-T6 e ES-EL300-018 AS REGO. FRAME COVER 6063-T5 - _El E19 ES-L 300-019 1 COVER ST3. SILL 6063-TS - E20 ES-601 I- i -- CCVER ADA SILL 6063-T6 - E21 ACC-PL-020 1 .................._.._._................................................_..............-..............._._._.—_..__.............._..........-.............. BACK UP PLATE— 6053-T6 M1 ES-5C-08A AS REQD. OW-INC GASKET SILICONE DUROMETER 65±5 SHORE A M2 ES-P251-005A AS REQD. EXTERIOR LEAF GASKET ADA SILL GASKET SLICOtiE EPOM OUROMETER 70±5 SHORE A 6UROMETER 70±S SHORE A 43 LS-457-009 AS REOD. M4 21.-9C4A 2/ LITE SERNG BLOCKS AT 1/4 PONTS SIIXIOKE OLIROMETER &C±5 SHORE A M5 .ES. W23221NG AS REQD. FILE W'STRIPMG POLYPROPYLENE - M5 W23221NK AS REQD. PILE W'STRIPPING POLYPROPYLENE - M7 W23381NK AS REDO, PILE W'STRIPPNG POLYPROPYLENE - M8 - AS REQD. MULLION REINF. CHANNEL (LENGTH MULL HT. - 10') A36 STEEL - U12 - 4/ LEA KNCE ASSEMBLY - HAGER M22 j12-24 X 1/2` - H1WF FASTENERS 5T/ST FH SMS M23 %8 X 1/2 - W'STRIP ADAPTER FASTENERS ST/s, PH SMS M24 110 X 3/4' - Fi%. PANEL FASTENERS, AT 6' FROM ENDS & 12' O.C. ST/ST PH SMS M25 rig X 1-3/4' - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-15 X 2` - LEA/PANEL ASSEMBLY FA9.'ENE1iS ST/ST HEX CAP FULL THREAD 18-8 M27 - - 3/6' WASHER ST/ST HEX CAP FULL THREAD 18-8 M29 /10 % 1-3/4'I AS REQD. HEAD ASSEMBLY FASTENERS ST/ST PM SMS Lo-c SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK LISA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8- FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4- MIN. AT HEAD AND SILL FASTENED WITH (2) 110 X 3/4' FH SUS INACTIVE FAF• SURFACE MOUNT 2 PCINT LOCK SYSTEM BY'NTEMOCK USA LEVER TYPE HANDLE AT 43-5/5- FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4` MIN. AF HEA.O AND SILL FASTENED WITH (2) #10 X 3/4- FH SMS BINGES: 4-1/2" LONG RUSH MOUNT STEEL BUTT HINGES BY 'HAGER' FASTENED WITH 12-24 X 1/2' FH MACHINE SCREWS FOUR PER HASP(LFAF). TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REQD. AT WDSPAN FOR 82" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEOLATE HINGES AT 26-3/8- O.C. MAX. S M ANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SILICONE. (a4ftU Z �n o� q� ® W N � act 0 g N r p W i O'paai o 0L130 O °1 `W 'c �K2p 2 W 0 J p�Q tJtuu Q W N F .. ... . . . . . .. 0 f o c: • •• • • • • ••• • PRODUCT REVISED • • • • • • • • • an complying with the Florida • • • • • • • • • • • • B.Ilding Code VV� V :8 �2Qd �j NOA-No. 16-0617.03 Expiration Date 1/04/2023 _ 592 - n •• ••• •• ••• • oy • • • • • • • M\mi )a' rodect Control •• • • •• • • • • • • OF '• � LLLing no. • • • • • • • • • • :� - SY� � lg�� draw. • • • • • ••• t? 7 . Ft ►�° W1ll • • 7-59 34 of 62 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �4.D00 T—� I -jl 1.600 _� ILIL��4J� 2.416 L2.096—� ( EI FRAME HEAD/JAMB 1.ev .120� E4 TOP AND BOTTOM RAIL 370Pj51 �J 1 438 [-IL 3.985 --d iE2 FRAME SILL (STD.) —.729j, .080 ^J 1.173 nP. t_ T�fyc EOO >. � .250 _ ca 3.979--�i 0 N FRAME SILL (ADA) �- 324 �i 1.3,4 ADA W'STRIP ADAPTER 045�q TYP. � I.J. FRAME COVER, 045 TYP. 1.383 H- 1,706 FRAME COVER H-RISE BOTTOM RAIL 4.500 .080 Tyr. 1.750 1.4I190 �3.526 JAMB STILE 71, 1.11a i-- I r.289 � 287 3.625-- 080� - j.79Jw- Ttt'. I 0 2.005 .873 •__1.222 •5773 �0�'8p2. 1.2�22 E13 1E9 ASTRAGAL STILE (ACTIVE) ,LASS STOP (LAM. CLASS) 5.296 O80 rnP. 2.D65 070 I 1.490 .Typ. T ` 3.182 }� I i 1.740 3.625 -I 2 ASTRAGAL STILE (IRACTIVE) 1 --.303 .950 �•-. -� IE161 SNAP IN FILLER .125- - 2.225 -1 MULLION REINF. CHANNEL .. •. • 00 • • • • • • • • • • • • • • • • • • . • • • • • • • •. PRODUCT REVISED as complying with tho Florida • 8oildin9 od. • NOA No, 16.0617.03 • • • • • expiration Date 01 /0412023 By j--3.182 Miami -Da Pro uet Coniro . . .. 004 . • . • COVER STD. SILL I E20 COVER ADA SILL '(1) EXTERIOR TRIM 35 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• 0 I� z1� 1 Qa SF N }W11 k Nr � C LL E15 0 �1 N M V p of rt CLASS STOP (INSUL. LAM. CLASS) 0' ¢ m o p 3 Q n: z Ili 0y W z00 = o; Iru0 Q W m e N U' v z 5 -jw O J til Z `�i Iviv�i2" �VLj —�-I o l y OF •k/ + rdrewIng no. TOP CORNER 2Q.�R�SIDELITE FRAME • • [30TTOM CO$w� � • • � DOOR LEAF cogNEP. • • SIDEi.0 PANEL (;Qjc1V�R • • • .0. • • • 000 PRODUCT REVISED \ as complying witb the Florida Building Coda I • • • • • NOA-mv J6-0617.03 (= { • • ExpiVtly D*j! • /0412023 • • • Br — 2 1-'--C •• • Mla a Pryduct Contro 36 of 62 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yw z oZ �• W �n 4 S � o 3,` d N OG'mM vovjm O�oo. O 041- 1=0r. Q¢wmiL'� ILz•=� 0 (o Q w m f i z ui drawing no. W17-59 moon MIAMI-DADE MfAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3 t 5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy ES Windows, LLC 3550 NW 49' Street Miami, FL 33142 SCOPE: This NOA is bein( issued under the applicable rules and regulations governing the use of construction materials. "I'he 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 then = may • •. • • • immediately revoke, modify, or suspend the use of such product or material within Choir iurisdic joio* o, RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Couj4X Pro&Lc4•Control ••••:• Section that this product or material fails to meet the requirements of the applicable l Iju4ipz code. . . This product is approved as described herein, and has been designed to comply with the Florida Building :' •": Code including the High b •••• • ••••• DESCRIPTION: Serve "EL400" Aluminum Sliding Glass Door - L.M.I. .. .. .... ...... APPROVAL DOCUME rawmg o. - , t_rt ed " ' - 400 Alum. Slidin_:Z:us Door {L.M.L)", .' sheets I through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepauied bye Al-F�rooq • • •• • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade EouptX Product Control ; • • • Approval stamp with the Notice of Acceptance number and approval date by the •Miami-Djde'Cpunty ' • Product Control. Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant IjABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baran quilla, Columbia, S.A., series, and the .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 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ------------------ MMAMI•DADE COUNTY NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 Page 1 Page 37 of 62 37 of 62 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 throuh 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared. by Al- t'Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS L Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 ; • • • • 7) Cyclic Wind Pressure Loading per FBC, TAS 203.94 along with marked -up drawings and installation diagram of an 4ti:rj ijum sxF4;g, lass �;; • door, prepared by Blackwater Testing, Inc., Test Report No. BTXW-17-009. dated . 06/15/17, signed and sealed by Constantin Bortes, Y.E. with Lei"-o Clari s at' 00000 issued on 07/13/17, signed and sealed by Constantin Bortes, RE'... . 00 ...... . .. ..... C. CALCULATIONS : 1. Anchor verification calculations and structural analysis, compl}ing with FIRC-5►, ....:. Edition (2014) and FBC-6t' Edition (2017), dated 06/20/17 ai:d r;vised on V7f3/l7,:....: prepared by Al-Farooq Corporation, signed and sealed by Javad lthm'ad, P.E..00. ' 2. Glazing complies with ASTM E 1300-09. 0000 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 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 "Sentry Glass© (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19114, expiring on 11/11/18. Jorge M. Plasencia, P.E. Projefuct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 Page 38 of 62 38 of 62 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. 2. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC-61' Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. - , Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. .5. Proposal No. 16-.1.478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. • Y • •••• • ••••• • • • • • • • • • • • Jorge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 Page 39 of 62 39 of 62 v DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688' c DAYLfTE OPEN'NG HEIGHTv. PANEL HEIGHT - 5.813' N PANEL HEIGHT DOOR FRAME HEIGHT - 1.250- .._..------ _.__..._...- ---+ THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHU-TERS ARE NOT REQUIRED. Sm( s ES-EL400 aLTJMINL'hf SLIQING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5M EDITION)/2017 (61H EDRION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 28Y WOOD DUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATIMY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SIICWN ON DETAILS AND INSTALLED PER MANVF'S INSIRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE. SPECIFIC PROJECT, L. LFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATFI.Y, AND TO BE REVIEWED BY BUILDING OFFICIAL., 6 POCKET JAMB ANCHORS 6' HEAD ANCHORS AT INTERLDC� ENDS CLUSTER OF 4 OR 6 SEE SHEET 6 FOR QUANOTY & CAPACITY FRAME HEAD 11 2 TRACK FRAME JAMB n � 2 TRACK 'f^—i FRAME SILL 6' MAX. i �SiLL ANCHORS SILL AT INTERLOCK ENDS CORNERS 15' MAX. 6' CLUSTER OF 4 SILL TYP. NO 0 • • • •. * 0 ELEVATION • • • s • • INSTRUCTIONS: e . . • • •OWPICAL • • ox USE CHARTS AS ALLOWS STEP 1 DETERMINE DESICN•WIND L"RECUI RENT LASED • • • • ON WIND VELOCITY, BLOC. HEIGHT, 'WAND ZONE USING APPLICABLE ASCE 7 STANDARD, PRODUCT APPROVED as complying with the Florida BuRding cCoodde STEP 2 DETERMNE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINOMQrd ORMN USED.• • • • • • • NOA-No. 16.0617.02 STEP 3 USING CL ARj�ON SHW 6 SE'_EC& `4CHOR 9fTION v Approvai Date 07/20/2017 WRH 0f.51G NG MORE T.Iy�N q j5:Gg LQA0•SPECI fjED • • • .T -� IN STEP 1 • • • • • • • •y STEP 5 THE LOWEST SLUE RIALIING FRON•STFPS 2•AND 3 • • • Mtam a r uc on ro SHALL. APPLY TO ENTIRE SYSTEM. 40 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• o TE OF •�( `% drawing a o. W16-73 15' MAX. HEAD 6 TMP• HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS 6' MAX_ 7c HEAD "jj z CORNERS I 3' i PAIR CLUSTER OF 4 OR 6 // SHEET 6 ! I FOR QUANTITY & CAPACITY _ -SEE Jf 2 TRACK t—.............__.....•�.'....,...-�� --'--'.___. . _ FRAME HEAD 169" �. DOOR FRAME WIDTH ......... _. -- II t II II II u I I I! II E d 8 II It I1 II 11 4I - -r ! I ` B._.. 'D POCKET JAMS FALSE mvNTiN 1 ANCHORS OPTIONAL 42 1/2- 42 1/2- D.L OPG. 46 3/16' 45 3/16' PP.NEL WIDTH PANEL WATH IT 2 TRACK FRAME JAMB >.=Vic'_.._. 2 TRACK __ 1�_.___�__. : __-___._.J FRAME SILL 6' UL I..- e l - I \ SILL ANCHORS CORNERS n 15• mm. `AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 SILL - nP• • • • • • • • • • • • • TYPICAL ELEVATION • • • • • • • • • • •• • • • • ••• • 0x—x0 • • • • • • • • • •• ••• •• • • • •• PRODUCT APPROVED as com 7y.2y with the Florida Buliding Codi NO A No. 16-0617.02 e• ••• •• ••• • e • • • • • • • 0-pproral oat• 07/20/2017 • • • • • • • • • • «fam • Proaucr Confrof 41 of 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R 1 7D58 Imo, � I draW'r ng no cS�:' • - o*�aGi? I W16-73 AT INTrRLOCK/ASTRk-.AL ENDS SEE SHEET 8 ADDL FOR QUANITTY CAPACITY PAIR -UO t 1 z � P _ N Y �o U _ i 15* MAX. -+1 6 BEAD ANCHORS HUO i TYP. AT INTERLOCK/ASFRAGAL ENDS 3� CLUSTER OF 4 OR 6 s I SEE SHEET 6 `I FOR OUANTRY i CAPACITY - .-- — - . -� DOOR FRAME W10714 A �C� ' - R l� f /-� � I �� C, F \J It ti u It _ it II u u u n 8 ! h 11 II TI 12 1 POCKET JAMS ANCHORS 42 1/2" Ir 42 1/2- D.L. OPG. 48 3/16" 48 3/16' PANEL WIDTH PANEL WGITI 00 • • • • JCL i'17 oxxx-w+cv. . . . ... • L PRODUCT APPROVED s complytog with the FIodda II Buliding Code 1=` • • • • • • • • • • • • NOA-Ho. 16-0617.02 • • • • • • • • PPS A oval Oat• 07/20/2017 - •• • •• • • • • • .. aY :d • • • : • • • • • • MI• a ro uc on ro �\ or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z �• is 4 4 TRACK o ' 3 gry"l Q f G j y: ,may-• FRAME HEAD ppEL 0 CL dot m h COz� o 'aCC d (i m�On J Q W ZOgg m- ^ o' J j 2 15/16' o j M64. N R i.. Rs z Iz;Jw J i Qi Q .W M 0 FRAAME JAMB I I i W - TRACK 4 TRACK 4 SILL 7� 4 drawing no. W16-73 m N 3/15' TEMP. CUSS I>L U 1B i 3/8' AIR SPACE 3 16' HEAT STREN'D. CUSS Z o • r-3/16' HEAT STFEN'D. C1A55 I ;- / I 1l 090' Interayer I 4 .000" InteAayer I j. a Tros!fol PV9 I Troeifol PVB 9 'Kura. America, Inc.' 9y Kurarcy America Inc.' 6�0! 090' Interlayer OR I Q90' IMa.•Iayer SentryGlos I Ser!'YO., p = a By 'Kuraroy America, Inc.' i OR By .Kuroray America, Inc.' i Q ? N P a 090' Inter..yer i ' 090" Intarkyer V p > pi4j { i 'soot. clear And Color Gins j I Sclles char Ard Color Glass I Q' 0-'C t7 4 1 By 'Eastmcn Chemkol Co.' t By 'Eastman Cnemlw1 Co., I Q F RE M OR I OR I Q a, r. 075" Irttmayer 075- Inlerloyer I N N p Safi- CP With PET Core 1' i SaNex CP With PET Cora �' W ZZ� �• By 'Eastmcn Chemical Co 1 By 'Ecstnan Chemmical Co.' wV�f� i 3/16- HEAT STR£N'D. GLASSr-3/ic' HEAT STREN'D. CLASS a f f h = m MI M2 0 Y niV O b h _ o g ! i J IoK H N d n j CLASS TYPE 'A' MASS TYPfi 'AL' la Z 3 m 7/i6' OVERALL LAM. ctASS 1. OVERALL INSUI_ LAM. CLASS 0 3 Z 4 NOT : NOT:: 1 1 N FOR SEKIRYGLAS INTERLAYER FOR SENTRYGLAS INTERLAYER I w 41 t.'nj LIMIT MAX. D.L.O. AREA TO 25.7 SO. FT. AND SALEX CP INTERLA.YER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. GLAZIvC OYTIO_�yS II ([�r n� 9/H" AIR SPACE CONSIST"jNf�ffI b' fll ; J SPACER. o �5 1.._ 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMA.NN GMBH' I AROUND THE PERIMETER OF THE GLASS. +' NOTE: j: IM TER SEALANT• GLASS CAPACITIES ON TH S SHEET ARE SILICONE - BAA CJ�I• T .ELO b ( S C. •Gt''STS) DOW CORNING 791 o A6D FLORID B I' GgCIM�SIN • GE 2060 nY Dt('j.PRAT0jt SIATFJAEgjT aCAG:1.'�EC-219 11tFIITltlr ie o < ..... IN'IERIACKS L;zfRAGAL 7NTERI0Cl5 ASTRAGAL • • • • • • • • • Alt /A�� -- q'/O RE03P. A/0 R9INF. MITH RAINP• WITH REINP. • • • • • • • • • • • • /�S D /W. .e /, ��......... _ i PRODUCT APPROVED �� GFxsg •'• 1 g' s com 1y ing with the Florida Z ! g IL YAD1H Building CoAVERAGE PANEL WIDTH m -� - SEE 6*RT•APQVE FOR (�SIGNp I��D CAPACBY OF • NOA-No. 16.061T.02-0i NUMBER OF PAI:ELS DESIRE[D� GUYS SIZE AYD REINFQBCING TYQES.• • • - o • • • • Approval Oat. 07/2012017 SEC IVRT �4 SHSET I*FQR H4D AtWHOR.4PAGITY-e = 1, 0 •. xTeaF '•1L�' ;drawing no. L0AR4bESIGA4RESSi1R •FROAr LtSIGN £rC • Z DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EE$$ II,,QQ�� 'A, Mlam • r ue on ro \� •'•• �I?!�'�,{�``i W16 -%j EGRESS REQUIREMENTS PER FBC AS REQUIRED. OR ir2'AC ANCHOR CHART'WILL A{�'i LY TO L?lT1RE Sl'S'IEM.+ / / HAS V% -- . �frttt(tUHtNj ,aheet 5.of.231 44 of 62 D GN LOAD CAPACITY - !'SF _ AVERAGE ?N+EL s1Clf [acrnz C0t1R f� FIEIGIII eglts 1NT6RLOCE & ASTP.ACIL STELES lI1TB0lTT RE[NP. INTERLOCK B ASIR4GAL STILES 71TH REL4P. EXT.(+) IM.(-) EXi.(+) MT.(-) 30 }8 42 47-1/4 48 54 I � 8' � 60.0 60.0 60.0 60.0 IIO.0 80.0-I_80.0 80.0 80.0 &._0 60.0 50.0 80.0t 80.0 59.1 59.1 7A.8 52.5 � 52.5 70.0 I 70.0 - - 47.3 I 47.J }0 J6 42 47-f/4 48 54 80 j � j 84 � i 60.0 80.0 I 60.0 60.0^ 60.D _ 8U.0 80.0 60.0 BO.0 80.0 80.0 60.0 60.0 80.0 e0.0 59.1 59.1 78.A 78-8 S2.S 525 70.0 70.0 - - 47.3 47.3 30 36 42 47 48 S4 ; � 90 60.0 60.0 eo.o eo.o 60.0 _ 60.0 eO.0 80.0 so.o so.o_ 60.o eD.o so.D ao.o eo.o fio.o 59.1 59.i 78.8 78.8 - - 52.5 52.5 30 36 42 47-1/4 ! 9fi 60.0 60.0 80.0 i 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 90.0 59.1 59.1 36 42 47-1/4 48 102 EO.O 60.0 .. - 60.0 60.0 - - Fb.O 60.0 - - 60.0 j 80.0 - - 59.1 59.1 30 36 42 47-1/4 1oe - - 60.0 60.0 sa.o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 0•• • • n I Z J 0 � 4i 4 a Z W o a I�� ° n ` n 0, 0tj^Yct Oro^ 10YV 0.1r.M V O OaDo�il ii (A V) zo LL = I j c7n 3_ Q�f k __....... r._ n n o K u o �c N I� vl i7 a F- z Jw o N V) � n ornn i� z3�e 3 z R L (nhQ� W M I I�h i �¢ SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. •• SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. •• ••• • • • • • • • • • • • • • • o�� 100. LOWER DESIGN PRESSURES FROM DESIGN -OAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.;v:o • • • • • • • • • so irn ro NSF"••" PRODUCT APPROVED !/, as comet In with the Florida 11 / building Code • • • • • • • • NOA-No. 16-0617.02 ) ; • • • • • • • • • • Approval Date 0712012017 • • • • • • • • •• • • • • • • •• • Mia r� ro uc an o _ TATE OF !yam �i S •'•• `��` ' $ $ drowing no. I W16-73 / 45. ild9dA1L�� ,sheet 6_ of 23 - A - P ANCRDR TYPES 'A' 8 '8' A1•CBUR TYPE •C• 1/a' YAx. SllIL a/s" mix. SBDI t/2' Y.iC..4HiN 9/e" MAX SHIM I AtiER40E 100CR iiJLE 4 1YC90C4 /T M. SLOE lNDS 4 1NCGOCS 17 L7L'. STf.B BN99 6 1NC90RS !t YTC. BTO.E PADS 4 19ClIOILS 1S YTG. STILL 85Tfi i 1NC.10{IS AT M. StLE L'A'➢S / 45la01EY AT Y!0. SNS xYf)8 6lltCRON9 /T Y1C. STaE fhTS PANEL WIOtNI Nau:f I BEi;hT NC!!3 F�(T. (+) IhT. -1 EXT, (+) INT. - IXf. (+) IRr. - FXf. INT. - WT.- 3o ae.o ac.o ea.o ao.D ao.o ao.o eo.o 36 so.o Be.o _ � ao.o eo.o ep.o ao.o eo.o 42 80.0 tlC.O 78.J 80.0 a0.0 80.0 a7-1/4 B2 ,I-80_0 _ tl0.0 80.0 ao.c ao.o ea.s ao.c eo.o so.o _ 6c eo.o 7os eo.o 54.b 73.1 ss.a fie.p 3e eo.o ap.o ao.o eo.o eo.c ao.o � ao.o 36 eo.o ao:o eo.o ee.o ao.o eo.o 42 tl0.0 _ 8D.0 _ 80.0 _ao.o 78.5 80.p 1Y1.0 tlC.O a7-t/a ea eo.o ao.o so.o ss.o ao.o eo.o ap.o ae eo.o aD.o 66.9 eo.a 79.a ec.o Sa 80.0 7E.s 8J.0 59.5 '9.3 7?.0 80.0 ED 80.0 5tl.8 80.0 53.5 77.4 63.9 B0.0 30 tl0.0 tl0.0 B0.0 90.0 80.0 80.p 80.0 36 tl0.0 � B0.0 80.0 e0.0 80.0 80.0 80.0 42 80.0 BC.O 60.0 71.4 B0.0 80.0 B0.0 47-1 /4 c0 80.0 B0.0 60.e 63.4 i 80.0 75.7 IS0.0 48 80.0 80.0 I 80.0 62.a 80.0 74.5 tlU.O 54 tlG.D 7i.a 80.0 55.5 ( 74.0 E8.2 80.0 30 ti0.0 tlC.O B0.0 tl0.0 j a0.0 tl0.0 80.0 36.-...80.0 }.... 80.0 _ 78.1 b0.0 80.0 80.0 42 98 80.0 80.0 80.0 6tl.9 � 80.0 79.8 80.0 a"/-1/4 80.0 76,5 e0.0 59.5 79.3 77.0 tl0.0 4tl 60.0 6G.0 t10.0 Stl.S � 60.0 I 60.0 3G fi0.0 60,0 60.0 � 60.0 60.7 i 60.0 36 ...60:0,.- 60.0 ..-....60_0 60.0 � 60.0 60.0 60.0 42 102 00.0 E0.0 60.0 60.0 60.0 b0.0 60.0 47-7 /{ 60.0 60.0 60.0 SB.O - t 60.0 80.0 60.0 48 I 6J.0 60.0 60.0 55.7 60.0 60.0 60.0 3C fi0.0 60.0 6C.0 60.0 60.0 fi0.0 36 fi0.0 ,b0.0 60.0 60.0 60.0 80.0 60.0 ! 1i0.0 42 1a8 60.0 60.0 60.0 59.5 I 60.p 60.0 90.0 47-i/4 60.0 60.0 60.0 52.9 M. 6t1.0 I a0.0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • t OX (SHOWN) XO DOOR FRAME W. F -n o- XX (SHCNN) .DOOR FRAME WIDTH t ■ i ff-mmem—lit"111 Ea -• ' o- G o- OX—O (SHOWN) O—XO DOOR FRAME WIDTH o Gv c� (DF- I OX—xx (SHOWN) XX—XO ox-xo xx-xx APPROVED CONFIGURATIONS NON —POCKET D BOORS TIQ Z) TRACE ME- - - - - - - - - - •• ••• •• ••• • • •• • •• • • • • • • • • • • • • • •• • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lm- e 3 Z ge N R02 a OOU� U .� 0 UNM, I Ct 0e°04�4 '0 r¢ S j a 1W UFO ry I Q M.5 G N _ 0 NOTE Q m P 1, CONFlGURATONS SHOWN FOR ILLUSTRATON PURPOSES ONLY. 2. FOR APPLICAELE DESIGN PRESSURES SEE SHEET 5. _ 3. FOR ANCHOR DETAILS SEE SHEETS is THRU 1S. - s al �I Z �W 7 Z� JCD AI WJ+ $z"ot c/i v! PRODUCT APPROVED as comp)ying with the Florida Building Code NOA-No. 16-0617.02 Approval Data 07/20/2017 By -" Miamr a y ro u0 on riT <wy .AHu 7=2 )•'• TATE OF .—rigo. W16-731 I , I I"v i• \.l I 0. a � K O- z 1 Z yty r U i 4z 1 i oLL I a PX (SHOWN) XP k DOOR FRAME WIDTH I I F i �' S� F- G '• II , c a %; pUO44 I CO PXX-XX (SHOWN) XX-XXP _ ..._DOOR FRAME WIDTH i t V i i F %. �J - is F -E i 6n 1 zz 1 PXX-XO (SHOWN) OX-XXP DOOR FRAME WIDTH I i Z i i �tL I .o PXX-XX (SHOWN) XX-XXP PXX-XXP HPPROVED CONFIGURATIONS POCKETED DOORS TWO C2) TRACKS 6i (DF a K a a a � ii N ( II PXX (SHOWN) XXP z ;offs.., Q F 'I OD`p i p 9 !a �°' EXTERIOR , 0 5 y N i V Ili iamoRM sk IoyNaT� I— — — - 4 0i — . i JII� a a I;. Ii v -.._............ _. EXiERKJR O NOTE: i. CONF;GURA710NS SHOWN FOR ILLUSTRATION PURPOSES ONLY. I 2. FOR APPLICABLE DESIGN PRESSURES SEE 5HEEr 5. U LL 1- 3. FOR ANCHOR DETAILS SEE SHEf_T'S 14 THRU 19. z J 7 f s 1 1 c fT I I , EXTERIOR ' PRODUCT APPROVED • • • • • • • • • • • • as com 18yng with the Florida Building Code • • • • • • • • NOA-No. 16-0617.02 •• • •• • • • • • • • • • • • • • • • • • Approval Date 07/2012017 Mlam a � roc uc oiC nfroT - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N (n v) N 3 z3 . v J I WMT� r Jji:. .....� ATB OFkf� drawing no. S; • omu��•4��e I W 1 6-73 fT I I , EXTERIOR ' PRODUCT APPROVED • • • • • • • • • • • • as com 18yng with the Florida Building Code • • • • • • • • NOA-No. 16-0617.02 •• • •• • • • • • • • • • • • • • • • • • Approval Date 07/2012017 Mlam a � roc uc oiC nfroT - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N (n v) N 3 z3 . v J I WMT� r Jji:. .....� ATB OFkf� drawing no. S; • omu��•4��e I W 1 6-73 x DOOR _FRAAME WIDTH_„_._._._� F d o- o- S 5 8 OXX (SHOWN) XXO DOOR FRAME WIDTH U o- w 0 0 XXX (SHOWN) OXX—XXX (SHOWN) XXX—XXO OXX—XXO XXX—XXX NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLCABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DE'I'XLS SEE SHEETS 14 THRU 19. tw •• ••• • • • • • •• . ......... . • • • • • • • • • ,t11il IIII1/rr U U � z �� LLI N In t7 µ n' 3rnM�1 Qs}M j n oZ3_j.o vi0Y PRODUCT APPROVED � as com IyIngg with the Florida odi Building G •• ••• •• ••• ••• ••• NOA-No. 16-0617.02 • • • • I • • • • • • • • • • Approval Date 07/201207T • • • • • • • • • • • • / \\ AtE OF drowing no. APPROVED CONFI• IiRATIOMS • • • • • • By .,�".'' '• • •0 Miam 7rouc Control v..��j.-73 NON—POOkETEQ9 DOORS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aF K tjN Ii 1&0 PXXX (SHOWN) XXXP z Sao NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSIRAPON PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. z 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19, Or 0 u 0 7 Wu JZ 0 E 0 00 ........ ........ .. z L a 0 E 0:5 6 A DOOR FRAME WIDTH.......... ----- EXTERIOR aK &F CC ...... . ------ PXXX-XXO (SHOWN) OXX-XXXP F Id Isa L ----- DOOR WIDTH P-,R FRAME WL— OK - cN — OF -0 PXXX-XXX (SHOWN) XXX-XXXp PXXX-XXXP vi 0 a 0 0 a.: a.: a. a.. OCONE) a APPRQVF• i zmtod THREE (3) TRACKS 4u ot bz **a 000 a PRODUCT APPROVED as,complilnp with the Florida c Building a NOA-No. 16-0617.02 Approval Data 0712012017 By _,-; Miami-"DadYProduct Contra MEMO '51 70592 —drawing no. W1 6-73 oxxx (SHOWN) XXXO DOOR FRAME 'MDTH I C s %s F &FLL. XXXX (SHOWN) EXTERIOR HIMi ?' Fijv NOTE: 1. CONFIGURATIONS SHONN FOR ILLUSTRATION PURPOSES ONLY. `----' 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS 1 Z h P C REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.rw 0 x I�aCNu! h GVY) g» 0 8 soo a Ny0J Y W LL 6 i iLY ZN o e ems �Q Waal �t �I�;� �.— .� ttttttttt•7tt - rw— rr• - CH- I •• ••• •• • • • •• •• • •• • • • • • • R •• • • XXXX—x(SIIt1wN) • • ) OOORS • • s oxxx-xxxx xxx oxxx-xxxo FOUR (4)—TRACKS xxxx-xxxx 0 • • • • • • • • • • • • • • • • • • • • • • 000 0 0 0 ••• • • PRODUCT APPROVED as complying with th• Florida Building Godi NOA-No. 16 0617.02 Approval Oat* 07/2012017 By MI-1-0e Product kpontro- I 7"2 • ATE QF � Z drawing no. �� oaOt_•��,\ W16-73 i � <K may'. �% 1:..' .i __ •i �iFJ !� � t a I z j.. __......_.__ PXXXX (SHOWN) XXXXP DOOR FRAME WITH__ ...._..�,; F V is E I a %, F I l F O_ F __ F,"!!F Fi I i I I I Icy •• ••• • • • • • •• PXXXX—XXXO (SHOWN) • • • • • • • • • • • r. • OXXX—XXXXP • • • • • • • • • • • • •• • • • • •• • • • •• • • • • •• Be•HLtED OY• CGNFIGURPiIOi•S • • • 'OCKEWED DOORS • FOUR (4)-_T...R�CKs ••• • 0 0 s•• 0 • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND RENFORCEMENTS REOUIP.EMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRJ 19. Z h 08 0 mue d K C oaOq. 0ay� O ry Q W j a m Z N — q O� Q WOmiE� 0 0 c, 4e��Q t�flf if all l/ljrr`' _� PRODUCT APPROVED ac complying Building o with the Florida r„ 7DSgi ! I i It NOA-No. 16-0617.02Approval Date 07/20/2017 OF tag`drawing ne. a By - omen: e=.• �{�y�am j W 1 6-73 Mia o /ro uc on ro�' � r�✓ri sL'NS-�� Ishee`^ t12 0(23 T(PICAL ANCHORS _ SEE ELEV. FOR SPACING PRODUCT APPROVED s —ni fting with th. Florida Building odi :•• •:• 000 /�:�:•_ 16-0617.02 ••• • • • • • • wpptbvm g)ao 07/20/2017 ;1:Al kxemRS • • • • By • ..._.._..._... -S� ELEV. • • • mr Product on ro FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 70 52 �v r= a� o 0 W cl o ti 0 n dot OGH� Vow.+ �a&,2 s p 0.0 ar ° jparo� Q n Iag'nLL6 !�Zo_c o g ?? Qbm crawmg no. W16-73 TYPICAL AN(7j1OR� SEE ELEV. FOR SPACING AT HEAD — • — — — — 7 TYPE 'A= 1/4" DIA t;,(,TtiACON BY 'ELCO' (F-177 KSI, Fy-155 IN) INTO WOOD STRUCTURES 2' M N. PFNFTRATION INTO WOOD THRO 18Y BUCKS INTO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE. 1-1/2" MIN. EDGE LIST. THRU 2BY BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'B'- 1/4- DIA ULTRACON BY 'ELCO' (Fu-177 K51. Fy=155 KSI) DIRECTLY INTO CONCRETE 2' MIN. EMBED :NTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'C'- 1/4" DIA, TEKS OR SELF DRILLING SQREWS (GRACE 5 CRS) INTO MI.AMI-OAOE COUNTY APPROVED MULLONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL. 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -- — — AT SILL --- - -- — `— — F TYPE 'B'- 1/4- DIA ULTRACON B)C 'ELCO' (Fu-177 KSI, Fy-155 K51) DIRECTLY INTO CONCRETE. L1-3/4" MIN. EMBED INTO CONCRETE — AT JAMBS — -- --� TYPE 'A= 1/4" DIAL ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCREiL 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4" DIAL ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS I 2' M'N. EMBED INTO CONCRETE 2' MX EMBED INTO GROUT FILLED BLOCKS I TYPE 'C'- 1/4" DtA. TEKS OR SFI_F DRILLING SCf M (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN, (60163-T5 MIN.) I STEEL: 1/8" THK. MIN, (Fy = 36 KSI MIN.) — (STEEL IN CONTACT WI1H ALUMINUM TO BE PLATED OR PAINTED) — —� ANCHOR EDGE DIES INTO CONCRETE AND MASONRY 2-1/2' MIN. (UNLESS SPECIFIED OTHERYASE) INTO WOOD STRUCTURE - 1' MIN. :IJTD METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 30M PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. METAL STRUCTURI 1 17 16- Cl/8" TtIK. EDGE al5r. / MIN. x 41 u 4m Ui 1 S NN TYPICAL ANCHORS SEE ELEY. FOR SPACING TYPICAL ANCHORS /SEE E EV. FOR SPACING __-=___�___-- i I1 "-DACE COUNTY APPR'D MULLION �1 I1 SEE SEPARATE NO4 l i I M j 1BY Ok 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST S�1 TAN AlOSED BY LAZING SYSTEM I AND J�MSFE�iJEI T �TiFj �VILt} (JG:3TFgJeltJRE. • •• • • • • ••• • •• ••• •• • • • •• �PsROgqDUCTTAPPROVED • • • • • • Quildl ti with jha Flom• • • • • NOA-t .__ 1 -0 i 2• • • • • • • OpProO IDaO 07NO/21l170 Mia - ro uc on o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SPACING �v Z m m Q q T h Q Q a �0 d'oo`� J 0 U R Vo>M cy M 0aea� ZO QWzj� LL i o �a8!5 Q 7AF �: 'uGENsp•?!� \ ^, '1 a �.... 1 _~ C{r92 AT OF u� 1 drawing no. k ........1°" 9 / I W 16-73 E TYPICAL .ANCHORS SEE ELEV.-\:! +: FOR SPACING. io 1\ K U U O�" 1Z2' MAX. LOAD BEARING SHIMS TYPICAL FOF IBY OR 25Y WOOD BUCKS r1 OREINF. AS REOD. Ete SEE SHEET 5 —^i FOR CAPACITY REINF. AS REQO. SEE SHEET 5 EXTERIOR FOR CAPACITY TYPICAL AYCI K)RS -SEE ELEV. FOR SPACING ]�--N Lm. •• ••• •• • • • •• PRODUCT APPROVED as comptylng with the Florida 8 Tiding C de r 9-"w 16-0e17.02 • • • • • • 'A pty I oat• 07/20/2017 • e.• • • •• • • • • •• e • .% • • � ml- q � ro uc on£rT .•• . • . • ••• • • . . . . . • . . . . . .• .• . . . .. .. ..• . . . ... . . SHIMS TYPICAL At,"O'tr S STATE 07 Arow:ng nc. •s _,��a,,� W16-73 HOG'< STRIP ANCHORS SEE 'LEI FOR SPACINGA / A�l MXZC7� VIA POCKETED JAyfE) OPTION POCKET CAVITY NOT BY ES. WINDOWS NOT PANT OF THIS NOA TO BE REVmWFD BY AHD H0QK,- TRIP ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA ULTRACON BY 'ELCO' (F-171 M, Fy=155 KS!) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS J14 SMS (GRACE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD j14 SMS OR SELF DRIIIING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL• 1/8" T)iK. MIN. (Fy - 36 KSI MN) (S1ELL W CONTACT W TH ALL•WNUM TO BE PLATED CR PAINTED) TYPICAL EDGE DISTAN INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE x 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. •• ••• • • • • • •• •• ••• •• • • • •• PRODUCT APPROVED as ...PI I. with the Florida • • • • • • • • • • • • • • SPllding ode •r71(P , • 16 0617.02 • • • • • • •��roiail B�te 07/2012017 • • • • •Alham rod"uct con ro ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n o: y� 7 � ca Ly t J Z -J W n N d n Z .J - n > n j3 WMm 12 � r'' �yGfN3g '•.. � � 0 . 70562 TA7E OF .'.45/�� drawing no. 1BY OR 25Y WOOD BUCK (SEE NOTE SHEET 1) � EDGEINST. j 'E Ai Ai O 'I TYPICAL ANCHORS c"-S-E ELEVS. FOR SPACNG TYPICAL ANCHORS SEE ELEVS- FOR SPACING O I' • . I :• .. CONCRETE s� FroF Ida..-`,.`'�y:.•5/Bv_.`. l 3 KSI MIN. FOR SPACING WOOD TYPICAL ANCHORS wi s E GE 1ST. J 5/8' Miff- i rx 3 / TYPICAL ANCHORS —"SEE ELM - FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SFE REV. FOR SPACINr FOR SPACING MAX. 1/e• THK 1 (SEE SHEET 15) 3 5/B' 1 DIST. TYPICAL ANCNCRS SEE ELEVS. FOR SPACING F- __-----•---- = IrM DA-_ _----- RE MINTYAPFR'D MUWONII II SEE ABATE'CA --- II (ScEET 15) l j — _ J 2" MAX. BEARII SHIMS TYPK:AL NCHORS ■V Z •p t n OFL n W I _ pn Q X. C V 7 0 OK`A C Y M u j C n O,N vl pao��l c j0J�— IX N VI O M u 7 L ILaL iV'g-g n �jc�maJ Q W OMI �G r� n 0; 0 ;o ,o �yl � I viU �! z _J o � WAX. E� V1 N~i1 n WRING ;E Q v M r o 4 O _. .. 1TZ - h ' W O '�, 1 1 I 1nn4 I �;L,i„J1d IL 1 cr•.= - 7- __ man ; �I N � •�. �I I NIA • I � � i '� a EEXT. EXi. i 7R. loi ••• • • • I.L.,•• ic:u ^I j1 o! a •J IBY [1Y• . . • ••••:::. (5 E SIiL 1) ir PRODUCT APPROVED ■s co ld;glyyin with the Florida No. 70582 - n • • • • • • • 4pr)i abate 07/20/2017 L}S • • • • •"�• TA _ ? lt/% i drawing ro. • r3 TRAIQA FAMES 1� + ~%-_ \."`�rR o*.:; • •hTiam a ro uc on ro `�'S'•"'• ea W16-73 ANc1+oR Lo^.aruus 4i� Q�R�- 1+++� sheet 18 of sT or 62 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BLICK., o LLW f» « U -�h�@� LTYPICAL ANCHORS vi L_ TYPICAL ANCHORS SEE ELEVS. FOR SPACING "N ",CAL ANCHORS TYPrAL ANCHORS SEE. ELEV SEE ELEI/ LOAD BEARIN SHIMS TYPICAL ANCHORS ��SEE ELEVS. - - CONCRETE G TYPICAL PICHORS TYPICAL ANCHORS � j. Is EXT Fl— PRODUCT APPROVED as compizin with the Florida No 70*2 Data 07/2 58mo °°° °°° ° ° ° = = ° ° ° °° °° 000 0 0 0 °°° ° ° ITEM If PART 0 R =. DESCRUMON MA?CRL4L MANF-/SUPPLIER/A'.d1ARX3 Et ES-EL4CO-001 I I FRAME HEAD (2 TRACK) 8063-T6 - ____._.... ETA ............. _... — E.S-EL400-20I AS READ. FRAME HEAD (3 TRACK) _ _ 6C63-T6 - E1B ES-EL-00-205 AS RE00. I FRAME HEAD (4 TRACK) fit63-T6 - E2 ES-EL400-002 1 FRAME Sit-(2 1RACK) 8083-T6 - E21 ES-EL400-202 EQD. AS RE FRAM SILL (3 TRACK) 6C63-T6 - E28 ES-EL400-206 AS REQD. FAME SILL (4 TRACK) 6063-T6 - -_ E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) I 6002-TB E3A ES-EL40D-203 AS READ. F—,E JAM6 (3 TMCK) 6063-Tb - ES-EL400-207 AS REQD. FRAME JAMB (4 TRACK) 6063-T6 - .E38_- E4 ES-EL400-D04 1/ PAYE'. TOP R CNSUL WJ. GLASS) 8083-T6 - ES ES-EL400-005 I i/ PANG. BOTTOM RAL (INSUL LAM. CLASS) 8063-T6 - E6 - E7 ES-EL4D0-006 ES-EL400-007 AS REQD. AS REDO. jJAM8 STILE (NSUL. LAM. GLASS) I INTERLOCK STILE (�- L'L V.V.. CLASS) 6063-T6 6063--76 - - E8 ES-EL400-009 1/ PAREL ITOP RAIL (LAM. CLASS) 6063-T6 - E9 t ES-E1.400-010 1/ PANEL ._.-........... BOTTOM RAIL (LAN. GLASS) ._..........._. 6063-TB - EIO I ES-EL400-011 AS RECD, JAMB SIRE (LAM. GLASS) 6063-T6 .............. - Ell ES-EL400-012 AS REQD, _.. ........... INTERLOCK STILE (LAM. CLASS) ...... 6063-TB - E12 I ES-EL400-Cl3 AS REQD. ASIW4AL SDLE (LAM. GLASS) 80B3-T8 - F.12A ES-E1.4,X -COS AS REQD. ASTRAGAL STILE (NSUL LAM. GLASS) 6063-TB - ........... ..- _. _..___ Ei3 _ ES-EL400-014 AS READ. JAMB COVER � 6063-T5 _ E14 ES-EL400-015 _AS REQD. POCKET JAMB 6C63-T6 EIS ES-EL400-01b AS REGD. SILL TRACK 6063-T6 - E16 ES-EL400-017 ..AS..REQD. HEAL) COVER 6083-TS Ell ES-rmo-Oi8 AS READ. SILL RISER - 6o63-TB 1 - ___ E18 __._.._._.. ES-EL400-020 .__........ AS REQD, FIXED PANEL BOTTOM GUIDE 6063-T6— ._--._—:— E19 ES-EL400-021 _ AS RECC. _.............. .. __......__— INTERLOCK REINFORCEMENT _ _-F— 6005-T5 I - E26 ES-6011 AS REDD. SCREW COVER ._-...._..._ _ ......... 6063-T6 �--- -- i I Mt ES-EL400-GOI 4/ PANEL GLAZING GASKET (LAM. CLASS) SuCONE DURGMETER 7013 SHORE A M2 ES-EL.400-G02 4/ PANEL GLAZING GASKET (WSUL. LAM. GLASS) SILICONE DUROMETER 70*3 SHORE A DLROL'EIER 80*5 SHORE D -_ W ES2020-G04 AS REQD. INTERUC BPER PVC Y4 W33271NK AS RECO. MLE N"STPoPPINUMG (INTERLOCK) WOOL - A!5 _ W33181NK AS REGO. PILE W'STRIPPING WOOL - M6 c P_OI-0014 , AS REQD. DOOR HANDLE DE CAST ALUM TV10 POINT HANDLE M7 PSO7-1015 I AS REDO. STAKE FOR MORTSE LOCK Si. STEEL - M8 j PSOI-1036 I AS RECO, MCRRSE 2 POIM LOCK ST. SIM. - M9 GT-R34/3-01-A 12/ PANEL .ROLLER ASSEMBLY 7AMAK - M10 6844.T j AS REDO. BUMPER ALUM/NYLON - L41 T I ES-ET_4DD-FPI SL I AS REQD• nx. PANEL CLIP ST. STEEL - Mt2 j /8 X 3/4' AS REGO. KEEPER FASTENERS ST. STEEL P.H. SMS M13 I JIG X 1-1/4' AS RE00. PANEL A55EIMEEY FASTENERS ST. STEEL P.N. SM.S MT4 /12 X 1-1/2" AS REQD. FRAME ASSEMBLY FASTENERS ST. STEEL I _.............................._— P.H. SMS .-._ MIS j8 X 2/8- AS REDO. FIX. PANEL CLIP FASTENERS ST. STEEL P.H. SMS U16�— I...._..._...._y— #6 X 1/2' AS REQD. FIX. PANEL CLIP FASTENERS SL STEEL F.H. SMS- ----•_ M18 /To X I/2' .AS REQD. ROLLER FASTMERS ST. STEEL P.N. SMS M19 #10 X 1" AS REQD. LOCK INSTALLATION FASTENERS ST. SIM F.H. SMS M20 /9 % 1/2' AS REQD, tNNDlJ: INSTALLATION FASTENERS ST. S. F.H. SMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • WHITE/ALUMINUM COLORED SILICONE. • 59 of 62 to4ft(i Z m • O� yn 014 O�m IL QNm C&cm 8 m 0d0o OdL2� LL ul o Q.LIJj Q W W m F 8 jD,Q. ! ' SURFACE MOUNT METALLIC HANDLE AT 44' FROM BOTTOM i FASTENED TO LOCK STILE TH (2) /9 X 1/2" FH SMS IM SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK i 44' FROM BOTTOM a ' FASTENED TO LOCK STU WTFr4 (2) J10 X I- FT4 SMS i SURFACE MOUNT METALLIC KEEPER AT 44' FROM BOTTOM o FASTENED TO FRAME JAMB� D ASTRAGAL STILE WITH (3) #a X 3/4- PH SMS A1I • • • • • • • • 2 oI . • • • • • • • • • `A1111i INI a d C < f • • • • • • • • • `` PRODUCT APPROVED as coin Iy(0gg with tha Florida Building 92 • • • NQR•Noa • • 16-061W7.02 • J`„''.. O it` I_ ;'if K � • • .Op�rovol q�te 0712 l2 17 ; • • • • • • I� j({�/ •, ATE OF •4f/�� a Crowir ng no. .. • �F . F—• Mf•111 - a • or�uC�ToT • , Oe+Atoatd;• ��'' h •. � (9`� I W16-73 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.575-__ ..__. .743 1 J 51 T -�_ ---i FRAME HEAD (2 5.680 -- .OG2 I —7 FRAME HEAD (3 TRACK; r.070 1.151 FRAME HEAD (4 _ .062..062 1 C7C 1 2.0. 2.000 j 2.000 .655 a I--v�--C- l _.._4.782 --"+ �.,......._....__.....5.894 -___ I �7,704 �I _.j FRAME SILL -y 7.3R0 3.715 4.585 .072 E3 FRAME JAMB (2 �I 1.380 I � .072 5.688 5.525 .082 j S FRAME JAMB .062 1.745 t.732 —.433 17R� �_^ 1 fffF»»» < 750..._........ POCKET JAMB FRAME SILL (3 T i A62 3 7.496J 7.335 JI 2 .07LA E3fi FRAME JAMB (4 TRACK) FRAME SILL •• ••• • • • • • •• PRODUCT APPROVED — comp) my with the Florlde Wde • • • . • • • • . • • Byilding - ji lr14� • 16-0617.02 • • IAVI-v J D+ 07/20/2017 • • • • • • • • see 4 y �.7�ro uc on roT ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • R m o� MII� �y drawing no. W16-73 -�j 1.340 jj 2.688 .062 i 1 PANEL TOP RAIL 2.9?3 .062 II 2.118 ..- 7.340r 1+ PANEL�,ABOTTM RAIL E9 M. CLASS) --2.926 062 1 _ 1.490 1.340 i- -1 -2.057 �-� PAPIEL JAMB STILE i 2.750--) 115 1240 I I .L l� H 1.622 '\ INTERLOCK STILE .500...,•I 2.551 1. 1 1 y� .062 i-•- SILL RISER q 1.340 2.886 .062 • _-1 PANEL TOP RAIL ISUL LWA. GLASS) PANEL BOTTM RAIL 5 (INSUL LAM. GLASS) 2.06 -�{ 7.06T 1.490 1.340 __A. it 2.051 PANEL JAMB STILE (INSUL LAM. CLASS) 2.750 -- r r.115 1.34G 1.798 Ll- .062 t s22--R INTERLOCK S11LE (ANSUL LAM. GLASS) IO ASTRAGAL SrLE I 1 (INSUL STILE ILAIA GLASS) INSUL LAM. GLAS! r 1,7121 1.350 1-.125 I E19J INTERLOCK STIFFENER �_._.' .087 rr41 E1B RX. PANEL BOTTOM GUIDE i- i- i .050 512 T- .275 •4 .��T-..040 I' � l I L HEAD COVER 2431 .050 1.791 ij. JAMB COVER .287 I-^�'`�r - 1 .040 -M..- .77 L TRACK INSERT I `E26) SCREW COVER -1 .970 r- 11-1- .929 .052 -- 480 u, GLAZING GAKET LAJA. CLASS 1.340,j::__T .972 .062 i.075 F� �u2 GLAZING CASKET INSUL. LAMA. CLASS MATERIAL - SILICONE HARDNESS - 70t3 TENSILE STRENGTH - 1139 PSI ELONGATION AT BREAK - 235E TEM STRENGTH - 107 Lb/IN BRITTLENESS TEMPERATURE - -40' F COMPRESSION SET - 12.5% (22h•21ZF) ON, ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCT APPROVED as comp)yyIng with the Florida pu,,d,nVm •• ••• • • • •• ••• ♦ • N•"o. ♦ 16-0617.02 • • • • • • • • • • • • • • • • • -%"' fl6pro•al Qat 07/20/2017 • • • . Y • . • • • - -� . #Y MLam1- a ro ue on ro ••• • • • • ••• • • • •• •• • • w •• •• ••• • • • ••• • • 4%u OZ Mn 0 aa� O j m Oa�� 0•W- a•zo ON J (i ROB J� T OF .� �/ rdrawing - no. FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMRAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SsMILRR) WITH (2) AML FASTENERS FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SOARM) Willi (1) ADDL FASTENER 4 TRACK FRAMLS (SIMILAR) WON (2) ADDL FASTENERS 4." to _ Z h WM4 a0z,, o v NNC; Q j zJ N L Z N O 3 O S Q W 0 f f PANEL TCP/BOTTOM CORNER LAM. GLASS RAIL & STILE (SHOWN) INSUL LAM. GLASS RAIL & STILE (SIIAILAR) • •• • • • • • • • • ••• • • • • • • 11 t1M1{1I 111PIP ) AA L?IC i - j ,l,�q',, PRODUCT APPROVED'' as co Izlnith the Florida w Building Code V�Bf ' :"\ /� ' • • • • • • • • • • A -Now 16-0617.02 NMs. 92 1- I n • • • • • • OApfroZ gate 07/ 0/2017 i!b • ; 4r_ I F • • • • u • • • •ri .' k1 drovrinq no. • • • • •1{IamM� ro ue ono �i tSsv�� W1 6-73 eheet23ot2� AL1EM��' i11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHRISTINE HACKETT RESIDENCE AT � I ATM FINISH: 9020 NE 8TH AVE APT 3C MIAMI SHORES, FLORIDA 33138 WINDOWS & DOORS SHOP DRAWINGS (EXTERIOR ELEVATIONS) BRONZE ('17YP.) "LEAP, GLASS DESCRIPTION OtiTSIDE LITE INTERLIYER INSIDE LITE GI 7/16" LAMINA ILD CLEAR OBSCL RE GLASS 3'16' H.S. 0.090" "IROSIFOL PV13 NNIII"IE INTLRLAYER 3116' H.S. G2 7/16" LAMINA -FED CLEAR GLASS 3 16" H.S. 0.090" '1ROSIFOL PV13 CLEAR LN'I'ERLAYE 3116" 1I.S. G3 5,16" LAMINATED CLEAR GLASS U8" 11.S. 0.090" TROSIFOL PVB CLEAR INTERLAYL lib" FLS. ._.._....._ . _.............. ALL DIMENSIONS TO BE FIELD VERIFIED UN 1 2a 9 By. �l s w r 0 NOTES: o z 1. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ACCORDING TO THE OWNER INFORMATION. w 2. THESE SHOP DRAWINGSWHEN APPROVED CONSTITUTE AN AUTHORIZATION TO FABRICATE MATERIALS WITH SIZES AS SHOWN ON THESE DRAWINGS, WITH THE UNDERSTANDING THAT DIMENSIONAL _ Ti�- TOLERANCES ON THE STRUCTURE AND MASONRY ELEMENTS ARE WITHIN THOSE PRESCRIBED BY THE AMERICAN CONCRETE INSTITUTE.f 3. INSTALLER SHALL FIELD DIMENSION EACH MASONRY OPENING BEFORE INSTALLATION. "` x� • • • z 4. WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH • • • i • • * g THE SPECIFICATIONS DESCRIBED ON APPLICABLE PRODUCTS CONTROL APPROVALS. • • •. •. ' ••• ' 00*000 o r r1••%• 5. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL APPROVALS, N.O.A. '6069 v W - •v - ee DESIGN PRESSURES, AND SIZES ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF • • :0 0 • •O •O s » •••• , cc T THIS PERMIT. a •� • � �; • • • • eROJECT As • • • 6. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING, AND • • • • ***a 190So2 90, METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS IMPOSED BY THE GLAZING. NO • • • • • • • DRAWN BY:••QA!E: CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • • • • APF NECKED BY: DATE: 7. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. . • • ' --- 0-----S� ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE • • • . • • DG • • • •u •e WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". •. •. SHEET N. SD O,O _ __ ........ - _. ____ __.......... 8. OPERABLE WINDOWS HAZARDOUS AREA): MIN. 36" FROM FINISH FLOOR OR SAFETY BAR REJECT 0 4" ( ) M American Consultor, Inc. OBJECT (TYP.) ARE REQUIRED. � AWR 46219 a490 E.aeil_amam. carve txdti:�;..}mail wm 9. DESIGN CRITERIA Cert. Authorization No. 31388 - FLORIDA BUILDING CODE 2017 ASCE o7-10 JUN 0 3 2019 V= 175 MPH z CAT. 11 f EXP. C E- z z� 3N �s W Lil C., W ~ CL • s F— Z y ' • w O 090 r• • ••• Q U • R T O ft •••.es •• •Z W • U ^ �U ••sa uJ �•�e.• �0 _ _• •••••• ;••• 00 T IL Q•_f sue; • c • PROJECT%,*. • • • ♦ • • • i ! • 1905-02 kf\�f\)R J V R l��TI 1 L 11 \ PLAN • • • • • • DRAWN BY: AtE: • • s • • • w W osts,'ie ..__..__..._._..__._...__.......___.._.__........_ ,_, _ ......... ..__..___........__...._......_._._ _ • • • a j • • HECKED BY: DATE: • • • • • • DG • •93I1 .._...................... .-.-...:_........... .... • • • • s SHEET No:jD-0, I. American Consulting, Inc. ACMAM 103(N) SW 72nd ST, Ste 4i>, 'Aianii, PC 33173 Ph7862199490 Email: ymameriwuron>ultingcemail n+m Cert. Authorization No. 31388 WINDOWS AND DOORS SCHEDULE Dimensions (in) Site Pressure (psf) NOA Pressure (psi) N1k. Qty 1Manufacturer System (L.M.I.) NOATL Esp. Date Glass Observations Width Height Pos. Neg. Pos. Neg. A 1 71 79 42.4 56.6 ESWindow, LLC Series "EL400" Altura. Sliding Glass Door- L.M.I 16-0617.02 07/20/22 GI 60.0 60.0 (XO)-Interlock w/o Reinf. Sh>`ak Door-HL04/23 B 1 33 80 42.4 56.6 ESWindow, LLC Series 'EL-' 00" Alum. Outswing Door- L.M.I 16-0617.03 01 % G2 80.0 80.0 STD Threshold (OX)-TNlTG.Stiles tiv/o Rein£ C 1 F7215/16 50 42.4 56.6 ESWindow, LLC Series "EL-200"Alum. HztalRollina Window- L.M.I 18-0221.03 01/19/22 G3 65.0 65.0 & (3)Flat Hztal Mtmtins JUN 0 3 2019 lit J d ° / coo Gil 3 � (D ° AAz c-