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WS-18-965Ft.ORIDP Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-4-18-96'5 Permit Type: Windows/ShuiEers er 'tvork0assification: Window/Door Replacem Permit Status: APPROVED Issue Date: 4/12/2018 1 Expiration: 10/09/2018 rruject rtuuress Parcel Number Applicant 190 NW 101 Street 1131010230170 Miami Shores, FL Block: Lot: RICARD PROPHETE RICARD PROPHETE 190 NW 101 ST MIAMI FL 33150-1214 Contractor(s) Phone Cell Phone EJD CONSTRUCTION CONSTRACTOF (305)433-4843 (305)318-4978 ie of Work: WINDOWS & DOOR REPLACEMENT of Openings: 11 iitional Info: WINDOWS & DOOR REPLACEMENT ssification: Residential Inning: 3 Fees Due Amount CCF $12.00 DBPR Fee $3.15 DCA Fee $2.10 Education Surcharge $4.00 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $261.25 Phone Cell ValuLSqFeet: $ 20,000.00 Tota0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-4-18-67137 04/12/2018 Credit Card $ 50.00 $ 211.25 04/12/2018 Credit Card $ 211.25 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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,,jPLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF ing I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction . Futhermore, I authorize the above -named contractor to do the work stated. April 12, 2018 A orized Signature: Owner / Applicant / Contractor / Agent Buil ' g Department Copy April 12, 2018 Miami Shores Village AP zo,s Building Department BY: cNe 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949� FBC 20J� BUILDING Master Permit No. EC6 — ZZ86 PERMIT APPLICATION Sub Permit No. WS-- 4 — is 96s UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -{ «k// I 5 C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): f t QQxal p%i7�-e_ Phone#: Address: 19 D N4k) /t)! :J- City: M I &M I State: r k Zip: Tenant/Lessee Name: Phone#: Email: T� CONTRACTOR: Company Name: E �.I 1 C ' yn ,(;1;ntl 0 Phone#: 30s 3> d Y'? ') 8 Address: 00 Q .yE / Oi _(f . City: /4• M ►9rn I State: zip: Qualifier Name: °c- SLV 09W-i3620yL Phone#: Lj State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ , . Ooo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W i /1j0w P,!Ylxe Specify color of color thru tile: Submittal Fee $ SC Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee Structural Reviews $ Training/Education Fee $ CCF $ CO/CC $ _ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In a absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu OWNER or AGEN The foregoing instrument was acknowledged before me this I Z I day of AP rc�1 � ,20 / 8 by �1000G F"Ph•P-Tti who' personally nownto me or who has produced as CONTRACTOR The foregoing Wstrument was acknowledged before me this 2 day of kt'i 1 20 1P by _S V who is personally known to me or who has produced t -trf / as identification and who did take an oath. identificatio NOTARY PUBLIC: NOTARY PU Q Sign: d��- Sign:_ Print: ?. '" RAWELA.SCARBOROUGH Print: Seal: 3 r, EXPIRES: October 18, 2019 Seal: nd '' Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Structural Review o did take MY COMMISSION # FF 214031 EXPIRES: March 25. 2019 —A.,.i Th., Nitary Public Underwriters *********** Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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 (NOAJ. 4�dgement: L—r C 0,CcP� �4�O1/ /Owner Signature ate Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: E Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") 1 Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 21 W W X z 0 _J m 0 W O [L n Q RECEIVED D `Sr' AR 18 MIAMI-DARE CO PRODUCT CONTROL SECTIO, DEPARTMENT OF REGULATORY AND ECONOMIC tt 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION ► .•� •,e;j" T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE �NOA� www. m i a m id ad e.gov/eco nom STW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing they nse of eenatructioa ..... materials. The documentation submitted has been reviewed and accepted by Mitni—Dade CoJW RER— • • Product Control Section to be used in Miami -Dade County and other areas where UMMd by tfld Authoril' Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The MiawMade Cocnrt7:Produc* Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiWi.Q;de Cq}ysty) reservg:; * 6 - the right to have this product or material tested for quality assurance purposes. Lf Gs �rodu& br Aaterial..... ails to perform in the accepted manner, the manufacturer will incur the expense of; sv*h testing anJ the AHJ • ay immediately revoke, modify, or suspend the use of such product or materia; within Chet j Vi ;&tiort • • • • • R reserves the right to revoke this acceptance, if it is determined by Miatii V4e County Produc:...„ ,Control Section that this product or material fails to meet the requirements of the appiicaBle building mode. This product is approved as described herein, and has been designed to comply with the FIorid'a $uilding Code, including the High Velocity Hurricane Zone. : Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I. `APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. '(L.M.I.)", sheets 1, 1.1, 2, and 3 through 8 of 8, dated 04/24/07, with revision F dated 05/03/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NI[ISSIT E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0102.01 and 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 Manuel Perez, P.E. MiAMFDADf COUNTY NOA No. 17-0717.03 � ` Expiration Date: August 01, 2022 Approval Date: August 10, 2017 Y6, � 1 � Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E.. • • • •. . . .... ...... B. TESTS • ...... .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94...:.. 2) Uniform Static Air Pressure Test, Loading per I'•BC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-9?r • •; •'. 4) Forced Entry Test, per FBC 2411.3.2.1, andT-A520244• •• .. .. . .. ...... 5) Large Missile Impact Test per FBC, TAS 2wc9k .' 6) Cyclic Wind Pressure Loading per FBC, TAS 20;-94 • • • • : • along with marked -up drawings and installation diagram of;a 4edes 200 aluminuj,,,; horizontal rolling window, prepared by Blackwater Testing, Inc.; Test •%ports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. 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 a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. 14ETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 611 Edition (2017) on 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by 3avad Ahmad, P.E. ",_VCw 2. Glazing complies with ASTM E1300-09 Manuel , P.E. Product Contr E aminer NOA No. -0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Ipet •fqr their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" date8'01/l9/17, expiring on 07/08/19. ...... ..:. ....:. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americb, Jnc. for their . "SentryGlasg (Clear and White) Glass Interlayers" dated 061.2S/15 exPon :0 * 0 .' . A 07/04/18. "" 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chc1Wgl-Company (MA)� for their "Saflex Clear .and Color Glass Interlayers" dated 0611R/a.4, expiring on 05/21/16. : 0 : . . ...... 4. TREMCO Part No. Vulkem 116 LV White Polyurethane 5ealdut complying with,,,,: ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, &TM C1246-•PASS t Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM C793- PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), and of no financial interest, dated 06/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No.15-0102.01) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 70100KITWOMMM 1. Notice of Acceptance No. 15-0102.01, issued to SIW Impact Windows, LLC for their Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved on 06/18/15 and expiring on 08/01/17. Man" ez, P.E. Product Cont of xaminer NOA N . 7-0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW WIDTH 6` MAX. • • • 8` • • 12` MAX.* • HEAD/SILL • • •HEAD/SjL • CORNERS A • • • • • rP I II II II II II • • • II • • • t -----rr----- • _�_� T -ti • • • • • u tt II II II I I -----u----= 11 --- D- --- IT n II n II 1 B i II I I II 32 1/2` 32 1/2` i D.L. OPG. D.L. OPG. 37 1/8` ADDL ANCHOR AT MTG. FUI ENDS y FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING 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 APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. 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). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING 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 • SE MLOMNS MAIN APPLIED TONAL • • •• i WINDOW WIDTH 6` MAX. 8` 12` MAX. HEADSILL CORNERS A HEAD/SILL FUSE SURF I OPTIC, II II II II II II n u u I I II I' n S2ci 11 8 ii \mom II II ,I n II II I' II II II II u tl ,I B II II II I� II II It II 24` 49 1/4` I 24` D.L.P. m 28 5/8` ADDL ANCHOR 28 5/8` AT MTG_nLE ENDS -- FOR CAPACITY PRODUCT RBV1SEiD . mmplying with"FW da Auil'p Code -0717, 02 Acceptance No � . E 'cet Date iA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. By de roductCailml SHUTTERS ARE NOT REQUIRED. MUNRNS E APPLIED PAL �v z h h 90 $�N101- o�� 107 o�t�a Ir oJ �aW G '9Q i 7i No W b OF '•<y, drawing no. �sn:•...... / 1 W07-28 . . ... . . . ... .. .. . . . .. .. . 2 1/8" ANN. GLASS 3/16" ANN. GLASS 090" Interloyer .090" Interlayer Saflex Clear And Color Gloss • • • • SafleR Clear Xd Color Glass By 'Eastman Chemical Co.' • • • By"AstmaR � 4mical GO.' 1/8" ANN. GLASS • • • • • • • • • •/is AIM. GLASS Is to 4 •• • •• 4 9.1 • • 'G° •1 •• U i� �i 2 SILICONE • • • YYY • • I j� SILCONE DOW CORNING 995 • • •^ • • • l j DOW CORNING 995 IFS • • • _ • I 9 9A 19 AT 1/4 POINTS ON UTES t9 AT 1/4 POINTS ON UTES WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 11/32" OVERALL 15/32" OVERALL 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" H.S. GLASS 1/8" H.S GLASS 090" Interlayer .090" Interlayer r SentryGlas Trosifol PVB 1 By 'Kuraroy America, Inc.' 1 By 'kuraray America, Inc.' 3/16" H.S. GLASS 1/8" H.S. GLASS 1/4" X 1/4" i ALUM SPACER n = N Z v}� 4 4 9.1A G II Il 2 SUCONE 2 SILICONE DOW CORNING 995 DOW CORNING 995 O �y O & 9A & w 19 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'C' 15/32" OVERALL O_ 19 AT 1/4 POINTS ALL SIZES GLASS TYPE 11/16" OVERALL GLAZING OPTIONS HEAT STREN'D GLASS 090" Interlayer TrosHol PVB —OR kuraray America, Inc.' .090" Interlayer Soflex Clear And Color Glues By 'Eastman Chemical Co.' —3/16" HEAT STREN'D GLASS CORNING 995 AT 1/4 POINTS ON LRES 19 WIDER THAN 36" GLASS TYPE `E' 7/16" OVERALL iUL LLii PRODUCT REVISED as oan jAying with ft Plodde _— 1 Building Code M.n'l/7 oR =� ' TATE OF •�(/� drawing no. .... W07-28 ��i,��®R9t41'1�1�� sheetl.tol8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . �V ; ro N I 0 (1/2W) (1/2w) z i• :> O q Z :y a a G U d QYo� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH H 1 XO OR OX a � °oar r aa� O N W J N N i JO_µ µ (A gQM 3 W allo n U C) < a0M " n S �nW N (n C) O APPLIED SILL RISER (ITEM #25) REQUIRED WHEN 12 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. s o X q� NOTE: GLASS CAPACITIES ON THIS SHEET ARE q r BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION w o g DECLARATORY STATEMENT DCA05-DEC-219 d o w ```T[T111111I117777 ow YRODUCTREVISED/ es cwnpl7i with the Ehuide Building Coda - w 80.0 92.7.laeptauce lJol •01703 OF '� drawing no. Lpmtbn Date Rc�� W07- WnH ADDL ANCHOR BY%SSA (G�� AT WTO. STILE ENDS Mi i oda ro c[ 7771®NAL V, sheet 2 Of 8 DESIGN LOAD CAP1CYfY - PSF (RO OR OX SIZES) W/O S'YE&I, RSINFOHCD•'C IfTYH STEEL ItELNFORCING 1Y CLASS TYPE CLASS TYP63 � �GIAS9 TYPE � G�.9S TYPE � GLaS3 'YYPB a • ... ... .. .. . . . .. .. . . . . . . . . . . . • �4.V gI 3 ••• • • % ry < • • (L 1 0. • d S s s • 0 tR :� p dN • 8�C� o O 2�- aft s u J N W I JN N z O t .� �¢M 0 Z V1 WN M U0 a s aom R 0 (�rna O �1.9 o E DL. ANCHOR AT WITH STILE ENDS I� ; is a y NOTE: APPLIED SILL RISER (ITEM #25) REQUIRED WHEN GLASS CAPACITIES ON THIS SHEET ARE f° (I/3w) (2/3w) EXT. + PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) c ( ) AND FLORIDA BUILDING COMMISSION v DECLARATORY STATEMENT DCA05-DEC-219 a o c ```I111111111//// OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCTREVISP�D = s' W complying with the Florida XO OR OX HuildmeCodc / �y j A-pmnco No l •0 17 0 e F 'mtian llme•(y� drawing nB Byo. i is Mianu net '�// S'....... .��`` 1'Y 07-2- ////®NALl`1��3 sheet 3 of 8 DESIGN LOAD CAPACITY -PSF (XO OR OR SIZES) W/O ST�I, REINFORCING WITH STEEL REINFORCING xlrmoe nncs. GLASS TIRE 'A' GLASS TYPES• 'R• � 'D'• • • GLASS TYPE• y • 'c' • • • GLA35 TYPE• y • • 'c� • • WIDTH HEIGM EXT.(+) IM.(-) IXT.(+) I .(- . +) INt'. )+) INT. ) 54° 70.0 70.0 70.0 �0.0• 800 f0o0 • - 1 63' 70.0 70.0 70.0 70. 8 . Sfl• • • � 020 72` 24° 70.0 70.0 70.0 70.0 80.0 100.0 - - e1• 70.0 70.0 70.0 70.o eo.o 100.0 - - 54' 70.0 70.0 70.0 70.0 • BOIq 109A0 • • - so*- 63" 70.0 70.0 70.0 70.0 a � • - � 72" 36• J0.0 70.0 70.0 70.0 • a01D �00.0� • • - • - 81` - - 70.0 70.0 • - 54" 70.0 70.0 70.0 70.0 B0.0 100.0 63° - - 70.0 70.0 B0.0 100.0 _ - _- - 72° 48' - - 70.0 70.0 80.0 100.0 - - 81" - - 70.0 70.0 B0.0 100.0 - - 54` - - 70.0 70.0 B0.0 100.0 - - 63" - - 70.0 70.0 80.0 100.0 - - 72" �• - - 70.0 70.0 80.0 100.0 - - 81• - - 70.0 70.0 80.0 100.0 - - 54• - - - - a0.0 97.a - - 63' - - - - 80.0 88.1 - - 72• 72• - - - - B0.0 81.2 90.0 100.0 at° - - - - 76.3 76.3 80.0 100.0 55-1/2° 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4' 26• 70.0 70.0 70.0 70.0 B0.0 100.0 - - 83-1/4" 70.0 70.0 70.0 70.0 B0.0 100.0 - - 55-1/2• 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4° 38-3/8` - - 70.0 70.0 80.0 100.0 - - 63-1/4• - - 70.0 70.0 a0.0 100.0 - - 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4` 50-5/8• - - 70.0 70.0 80.0 700.0 - - 83-1/4 - - 70.0 70.0 80.0 100.0 - - 55-1/2` - - 70.0 70.0 80.0 100.0 - - 79-3/4° 53" - - 70.0 70.0 80.0 96.5 - - 83-1/4' - - 70.0 70.0 80.0 95.0 - - 55-1/2" - - - - 80.0 92.3 - - 79-3/4• - - 73.6 73,6 80.0 � 100.0 83-1/4° - - - - 72.0 72,0 80.0 100.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN L01D CAPACITY -PSF (XOX SIZES) W/0 STEEL REHiFORCING WITH STEEL REINFORCING WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES* & 'D'• • • GLASS TYPE •t • 'C' • • 'CLASS TYPE •t • • 'C' WIDTH HEIGHT EXT.(+) IM.(-) EXI.(+) I (-) .( • IM.( EXT.(� • INT.(�/ 72" 70.0 70.0 70.01i.0 • BO.v 100.E • - - • e4• 70.0 70.0 70.0 70. eo.? 1 dD.s • • • • • • • 96' 24" 70.0 70A 70.0 70.0 80.0 100.0 - - 106" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 •BO.i 100� • i • 84' 70.0 70.0 70.0 70.0 • 80.5 1 �.0 • • - • - • 96' 36, 70.0 70.0 70.0 70.0 •80.� 1�.0 • • i - foa• 70.0 70.0 70.0 70.0 •eo,R 1eC.o• • -• - n• 70.0 70.0 70.0 7D.o eo.o loo. - - 84• 70.0 70.0 70.0 70.0 80.0 100.0 - - 98" 48• 70.0 70.0 70.0 70.0 80.0 100.0 - - 108" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' - I - 70.0 70.0 80.0 100.0 - - 84' 70.0 70.0 80.0 100.0 - - 88' - - 70.0 70.0 80.0 100.0 - - 108" - - 70.0 70.0 80.0 100.0 - - 72' - - - - 80.0 100.0 - - 84' - - - - 80.0 92.5 - - 98' 72. - - - - 80.0 B4.1 - - 108' - - - - 77.9 77.9 80.0 100.0 74' . 70.0 70.0 70.0 B0.0 100.0 - - 106-1/4' 26' �±O..00 70.0 70.0 70.0 80.0 100.0 -- 700 70.0 70.0 70.0 80.0 100.0 - DESIGN LOdD CAPACITY -PSF (IOX SIZES) WINDOW DIMS. W/0 STEEL RffiNFORCING WITH STEEL RBINFOHCINC CLASS TYPE 'A' GLASS TYPES 'B' A. 'D' GLASS TYP% 'C' • GLASS TYPE 'C' 4 WIDTH HEIGHT EXT.(+) IM.(-) EXf.(+) IM.(-) EXT.(+) IM.(-) EM.(+) IM.(-) 72• 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 70.0 70.0 70.0 70.0 80.0 100.0 - - 98' 24, 70.0 70.0 70.0 70.0 80.0 100.0 - - 108' 70.0 70.0 70.0 70.0 80.0 100.0 - - 72• 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' 70.0 70.0 70.0 70.0 80.0 100.0 - - 98' 38, 70.0 70.0 70.0 70.0 80.0 100.0 - low - - 70.0 70.o fio.o 100.0 - - 7r 70.0 70.0 7a.o 70.o eo.o 100.0 - - 84' - - 70.0 70.0 80.0 100.0 - - 96• �, - - 70.0 70.0 80.0 100.0 - - 10B' - - 70.0 70.0 80.0 100.0 - - 72' - - 70.0 70.0 80.0 100.0 - - 84' - - 70.0 70,0 80.0 100.0 - - 98• �• - - 70.0 70.0 80.0 100.0 - - 108' - 70.0 70.0 B0.0 100.0 - - 72' - - - - B0.0 87.8 - - 84' 80.0 88.1 _ _ 96' 72' - - - - 80.0 81.2 80.0 100.0 108• - - - - 78.3 78.3 80.0 100.0 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 111' 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 108-1/4' 38-3/9" - - 70.0 70.0 80.0 100.0 - - 11l' - - 7D.0 70.0 80.0 100.0 - - 74" 70.0 70.0 70.0 7D.o eD.o loo.o - - 106-1/4' 50-5/B• - - 70.0 70.0 80.0 100.0 - - 111' - - 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 80.0 100.0 - - f06-i/4' 63' - - J0.0 70.0 80.0 96.5 - - 111' - - 70.0 J0.0 B0.0 95.0 - - 74' - - - - 80,0 92.3 - - 106-1/4 74' - - - - 73.8 73.8 80.0 100.0 111' - - - - 72.0 72.0 B0.0 100.0 y�U 3vi N 0 • 3 •• G� a • 4� • Q IL a • OIL 9R` V N dot •• �o • C ca 8 • 0mND j LLg�pp - C � N rn N N� �I3an g IS S zn�N W � U CD Q(m N a� �Nr e v J y N010 I- O WITH ADDL ANCHOR WITH ADDL ANCHOR G AT WIG. STILE ENDS AT WIG. Si1LE ENDS u q NOTE: (1l3W) (1/,TW) (1/3Vn (1/4w) (1/;w) (1/4w) GLASS CAPACITIES ON THIS SHEET ARE N •, ^ i. r" i. BASED ON ASTM E1300-09 (3 SEC, GUSTS) ° = - " ' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o 0 o W g `\711uuII'7�J J J l U F 2011% �� '4p�', ^ '.. '•ENBF •• • ¢ OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH I a PRODUCT REVISED - D592 XOX XOX Building 11 g1yin8 wm d. de Aucepcmce No I - /%o t ExpslioB Date %0••• TTE OF 7,� drawing no. APPLIED SILL RISER (ITEM #25) REQUIRED WHEN By S+' •.. • o► ' (� W�7-2a EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. Minor' [Twee �7, S/®\�x J/ Till 111111` sheet 4 of g - 70.0 .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. METgL FOR SPACING ?4111 E • • • • EDGY DIST. • • •------------ ;ILL RISER ON THRU 4 I MIAMI—DADE COUNTY APPROVED I MULLION k MULLION ANCHORS SEE SEPARATE NOOI`jA AGE 0I�• E1 L I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: Wt — 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. (4) UNDER FIX. LITE AT 18" O.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. (3) UNDER FIX. LITE AT 16' O.C. BUCK TYPICAL ANCHORS ELfV. SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. 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' (Fa-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. )GILL Lf ; PRODUCT REVISED 0692 as mmPlying with the Fkida 3oildiog Code = s7 nccepwuce nb � 'oi/ •fl3 i _ . Enpicat Dale Q �. A 3T OF drawing no. W07-28 .. .. . . . .. .. . . . . . . . . . . . • • . • • f . • • • f VE: W/Dili• • • • • • • • • • • 1/4' MAX. 1/4' MAX. 12 © � � • • • f • ji )... •1 O SHIMS TYPICAL ANCHOR, SHIM 21 `.J PRINC LATCH SEE D.L OPG. 7 /8 FH SMS FOR SPACING METAL 2/ LATCH STRUCTURE � p _ ____SCREEN OPI10 ________ ----__-----_-- ° a 23 3 W 2X3 FOAM PAD 5 14 D.L. OPG. 4 AT TOP h BOTTOM 4A 19 REINFORCING BAR REOD. v WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR 18Y WINDOW WIDTH WOOD BUCKS LTYPICAL ANCHORS SEE ELEY OX LAYOUT OPPOSITE FOR SPACING METAL I STRUCTURE 0.1E O1 T OPTIONAL TO /SPRINGLATCH #8 FM �2/ LATCHS REINFORCING BAR REOD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT SHIM K. TYPICAL ANCHORS f E ELE11 FORSPACING 000 BUCKSTRUCTURE PRJ)MIC'FREVISED — 2� coiild)'�u�gg *ith the Eielida fimldin6Cndc .0.3 i A ceptma ]Ja expracl0e Dace 12 � `•, Dy fdinmi ade / �4 i wl Qi FRAME HEAD FRAME SILL .062 .250 .437 1.424 SILL TRACK 2.297 O FRAME JAMB (VENT SIDE) 4A FRAME JAMB (FIX. SIDE) . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • 1.328 .563 • 1-� • • • 1.3175 • •• • • • • • • •• • • • • • • 1.844 • • • • • • • • O VENT TOP/BOTTOM RAIL •• • • • •• ••• •• ..312 • • • • • • • •• • • • • •• • Be Q6 JAMB STILE j�--2.312 - 3 078 1.248 -1.500 Qi MEETING STILE ITEM PART / QUANTITY DESCRIPTION MATERIAL NAPTF./BUPPISER/R1:YARES 1 SIw201 1 FRAME HEAD 6063-T6 - 2 SNl202 1 FRAME SILL 6063-76 - 3 SIW213 1 SILL TRACK 6063-T6 - 4 SIW204 2 FRAME JAMB (VENT SIDE) 6083-T5 - 4A Sim3.1 2 FRAME JAMB (FIX SIDE) 6063-T5 - 5 SIW206 1/ VENT FIXED MTG, RAIL 6063-T5 - 6 SIW107 2/ VENT VENT TOP & BOTTOM RAIL 6063-T5 - 7 SIWI05 1/ VENT VENT INTERLOCK 6063-T5 - 8 SIW106 1/ VENT VENT JAMB STILE 6063-T6 - 9 S6V712 AS READ. GLAZING BEAD (3/8" GLASS) 6063-TS - 9.1 SIW128 AS READ. ALT. GLAZING BEAD (3/8' GLASS) 6063-T5 - 9A SIW108 AS READ. GLAZING BEAD (7/16" GLASS) 6063-T5 - 9.tA SIW127 AS READ. ALT. GLAZING BEAD (7/16' GLASS) 6063-T5 - 9B SIW717 AS READ. GLAZING BEAD (LAM. INSUL GLASS) 6063-T5 - 11 2K356822 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH END - MASSOUD & BROS. CO. 12 SIw109 2/ VENT SPRING LATCH, AT 15-1/2' FROM EACH END 6063-T8 - 13 - AS REOD. FRAME & VENT ASSY SCREWS - #10 X 1-1/2" PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2' PH SMS 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - #12 X 4' PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & GUIDE DELRIN - 18 SIW208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 SIW209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LTTE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDM - 20 W2320ING AS READ. TOP & BOTTOM RAIL W'STRIPPING - ULTRAFAB OE EQUIV. 21 9302BL AS READ. FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLAS11CS 22 - OPTIO4AL ISCREEN - 5/16" BOX 23 U4513 AS REQO. BULB W'STRIPPING - SCHLEGEL 24 5531 AS READ. EXTERIOR GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTRAL PLASTICS 25 SE30 AS READ. INTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRE14E CENTRAL PLASTICS 26 1 SIW211 I AS READ. SILL RISER I 6063-T5 - 2.6137-7 .076 1.474 -1 .644 j- .61" I^- 246 .050 � T T- 1.177 .8112 .050 1.177 i.B75-M .615 FIXED MTG. STILE 309 184 --{ �.078 .155 120 .969 .200 90 .240 .140 �iiiIJJJI �ll ITT'' I-.063 L 8- O (9 24 EXTERIOR GLAZING SPACER INTERIOR GLAZING SPACER CLA2ING BEADS (3/8" GLASS) 2e SILL RISER sa.LE 1:1 scAUE 1d 1.495 r 551 557 ,290-y � jj'� u ,4�;; Wl ,p oso .838 1 722 ` 812 .612 = 05o n N, T- 1.171 + -.oso 1.171 PR D REVIS9i3 .615 L yigg Md67Mn fkd6_ 1 . Buildm Code .216 .184 .184 .078 A=p "T40i F.aplrat' Date S 9A e.t 9B 1.304 S• ;F GLAZING BEADS (7/16" GLASS) GLAZING BEAD (LAM. INSUL. GLASS) 12 SPRING LATCPp`ni ad.ProdmlC i 3 592 OF �•lv�: drawing< no. L`, W07-28 t1+ sheet 7 of g VENT TOP/BOTTOM CORNERS 14B I I FIXED MTG. RAIL CORNER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . FRAME BOTTOM CORNER AT MOVING END FRAME TOP CORNER 13 A Accevmeae tvo 'v • v.7 i E -6-0, Thtc 2 FRAME BOTTOM CORNER AT FIXED END By Miucei ade �ij i �•�� drawing no. W07—D sheet 8 of 8 M IAM I•DADE MIAMI-DADE COUNTY • n a 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) wrviv.miamidade.eov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 Produrt.Qontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade f ounly) resefuQ the right..... to have this product or material tested for quality assurance purposes. If this product or material %ils to . • perform in the accepted manner, the manufacturer will incur the expense of such ftfibg•and the ttHJ may*...:. immediately revoke, modify, or suspend the use of such product or material within MM1'r jurisdictidn. RER- reserves the right to revoke this acceptance, if it is determined by Miami -Dade %o �ntly Product rpntrol•000 • ..... Section that this product or material fails to meet the requirements of the applicable buikj4g code. . This product is approved as described herein, and has been designed to comply with.tb Flotada.BaildinC::: Code, including the High Velocity Hurricane Zone. • •.... • DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window — L.M.I. ' •...:. APPROVAL DOCUMENT: Drawing No. W09-54, titled "S-400 Alum. Outswin*&CIsQment Nyiiw. :..... (L.M.1.)", sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 07/10/17, prepared by Aj -.TOqDoq • 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 emit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0926.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY i/ NOA No. 17-0731.05 Expiration Date: January 27, 2020 ` G 04. I q i t Approval Date: September 28, 2017 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's: A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision B dated 08/21/14, 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 per F$C TA,1* bh%94 3) Water Resistance Test, per FBC, TAS 202-94• -' : • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201'94. • • •: • ....:. 5) Cyclic Wind Pressure Loading per FBC, TA$0203'94 ; 6) Forced Entry Test, per FBC 2411 3.2.1, TA9 = 94 • • •:. • • • • • along with marked -up drawings and installation diagram of an akiminum c"enlent • window, prepared by Hurricane Engineering and Testing, Inc.,'PjA4eports %' ..... ...... HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09- 'HETI-09226081 •' HETI-09-2609 and HETI-09-2610, dated 08/15 to 26/09, signed and sealedb4. ...•,• Candido F. Font, P.E. ' ' • 0 0 ' • (Submitted under NOA#09-1021.09) 0 00000 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014), dated 08/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 E -l SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated August 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HETI-09-2610, issued by Hunlcane Test Laboratory, Inc., dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) G. OTHER go•�•• •••••• 1. Notice of Acceptance No.12-0223.06, issued to SIW Impact Windows, LLG %r their .. • • ; • Series "S-400" Outswing Aluminum Casement Window — L.MY','�1ilSroved on 04/26/12 and expiring on 01/27/15. • • • • • • .... . ..... 2. NEW EVIDENCE SUBMITTED: • • • • .. • • • A. DRAWINGS " 1. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.Ly" • • • • • sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 0700/17, prepare d by :....: Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 0.0900• B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) and FBC-611 Edition (2017) dated 07/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc., for their "SentryGlas@ (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc., for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. rge M. Plasencia, P.E. Prodyft Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-2 SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6'h Edition (2017) and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed and sealed by 7avad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.14, expiring on 01/27/20. .... ...... .... . ...... ...... .... .... . .. ...... ....% ...... .. . ... ...... Jorge M. Plasencia, P.E. Pro, uet Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-3 . . ••• • . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • • • • • ••• • • • • •HEA • • ••• ••• ••• • I mo nGF� N J = 57 ^ a ry SERIES S-400 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 29 3/8- 35, TYPICAL ELEVATION MULTI POINT LOCK 12 FALSE MUNTINS (SURFACE APPLI MAY BE USED TYPICAL ELEVATION TWO POINT LOCKS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. i1 V :} �j� \\j1�1t1�111 11l /ll/ PRODUCT REVISED _ • as comp)ying with the Florida - ' Bullding Cod• NOA-No. 17-0731.05 Expiration flat* 01/27/2020 Tp OFF Miami -Cad roduct Control ail / � �i�`�`♦•♦r♦♦ lllllll lllltt drawing no. W09-54 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . a:. DESIGN LOAD CAPACITY - PSF vMON DIMS. 2 POINT LOCKS L AlkT fOCK • GLASS TYPES 'A' 'B' 'C' k 'D' GLASS 7YP8 '4' GL i'YPf� A•'C'• • LLASS WPE 'D'• WIDTH HEIGHT EX7.(+) ANT.(-) EXT.(+) iNT.(-) EXT.(1-) •I NT.(-} T.(+) T(-) 28-1/2" 32" 37" 42" 38-3/8" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 7D.0 70.0 B0.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 8 10.0 26-1/2" 32" 37' 42' 50-5/e' 70.0 70.0 70.0 80.0 8E.0 • sm eW 70.0 70.0 7D.0 80.0 80. • 80Q 8cep r70.0 70.0 70.0 70.0 80,0 •0E.0 • e0U 150.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26-1/2" 32' 37" 42" 63' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 28-1/2" 32' 37" 74-1/4- 54,4 54.4 54.4 54.4 80.0 80.0 62.2 62.2 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2" 32" 37" 80" 1 43.2 43.2 43.2 43.2 60.0 80.0 49.3 49.3 - - - - 80.0 80.0 - - - - - - 60.0 80.0 - - 26-1/2" 84' 37.1 37A 37.1 37.1 80.0 80.0 42.4 42.4 77.6 77.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • •e• •• • • • • ••• •• F 1/8" HEAT STREN'D GLASS .090" Interlayer hoeifcI/a,BHFAT PV \ By karaAmerica, Inc.' rSTREN'D GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS 33 ON LRES WIDER GLASS TYPE 'A' THAN 38' ONLY 11/32" OVERALL HEAT STREN'D GLASS 090' Interlayer -SentryGlaa By Kumroy Amerko, Inc.' r-3/16' HEAT STREN'D GLASS SILICONE DOW CORNING 995 O_ AT 1/4 POINTS J3 ON LRES WIDER THAN 36" ONLY �1SS TYPE 'C' 7/16" OVERALL V4V M 1/8" HEAT STREWO GLASS I T. m .090"3 Interlayer entr SantryCWe By 'Kuraray America, Inc' Q h °' q 1 HEAT STREN'D p 4 O /8" GLASS Q� � a 10 11 y 3 SILICONE n 10.1 DOW CORNING 995 a Q M O IL II 00N& 2: g Y. z AT 1/4 POINTS W G 9 33 ON LRES WIDER GLASS TYPE 'B, THAN 36' ONLY 11/32" OVERALL N i JO_ "] E 3 M Q M 4 AT STREN'D GLASS Z N U! N 90" Interlcywoeifol PVB S1.... U U 'kurcray Amerca, Inc.' o O1/8" %14' HEAT STREN'0 GLASSCARDINAL XLEDGE ST. STEEACER�I 3 l DOW SILCORNNG 995 NE I 11 I I I I I I M O C AT 1/4 POINTS J3 ALL SIZES GLASS TYPE 'D' 11/18" OVERALL H ., GLAZING OPTIONS ':'''ucENBP''•.. � � PRODUCT REVISED c. ea complying with the Florida 6ullding Code .-No. 17-0731.05 - - lExpiratlonDate 01/27/2020 OF 'ry, drawing no. Miam-Darroruct control '��y��,(®�(11 IBY WOOD BUOK 0 tO O ( . . ••.• • . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS 'SEE ELEV. FOR SPACING TYPICAL A SEE ELEV. • •,• • ' EDG DIST. • • • • • • •• • • • • • • • MR • • • %eTR •• • • • • • ••• •• °TYPICAL ANCHORS -SEE ELEV. FOR SPACING 9 - 2 W000 BUCK OR u2u � WOOD UCTURE Fr_ ____ ______COUNTY AANCHORS I MULLION &E MULLION I I II SEE SEPARATE NOA I� Z C q I.___ED �T ;I a� __ 0 L 0Q 1O�II'm D W �aOa Oyv�I� O TYPICAL ANCHORS Z SEE ELEV. FOR SPACING SEE ELE V.I OF RA paw Y _ -C 2 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING v m WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. 'ELCO' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1L3" DIAL ULTRACON BY (Fu-1Y7 KSI, Fy-155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES g N 0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Lo g Ln THRU 113Y BUCKS INTO CONC. OR BLOCKS , 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O n o a 4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 9o m N #14 SMS OR . SELF DRILLING SCREWS (GRADE 2 CRS) w `" INTO MIAMI-DADE COUNTY APPROVED MULLIONS N INTO METAL STRUCTURES (HEAD/SILL/JAMBS) n Utrn o O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) y� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL DISTANCE r. EDGE o e INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. . INTO METAL STRUCTURE = 3/4" MIN. g s 14�js WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ... �, A!1A�'�. PRODUCT REVISED b as comp]ying _ with the Florld• _ No " e Building Coda NOA-No. 17-0731.05 - OXPlration Date 01/27/2020 o q � drvwing no. By '� S+'• o W09-54 BUCK Mia - a - ro uct Control /o ��s'••�� YYONAI LAA�� sheet 3 of 6 FOR 1 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • • • • • • O MULTI POINT f • • • • • • • • • LOCK n5. • • ••• • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••a •• SNUBBERS 2 PER JAMB UP TO 31-1/2' WDW. HTS. , PER JAMB UP TO 47° WDW. HIS. 4 PER JAMB UP TO 63" WDW. HTS. .1 1 � © 6 PER JAMB OVER 8J' WDW. HfS. EXTERIOR OPT SINGLE VENT WINDOWS ttt:DARE, COUNTY D 2 POINT LOCK SYS. 1/4" MAX. SHIM tY ZZ Z TYPICAL ANCHORS SEE 0 h SPACING FSPACING " �O w METAL 52 25 STRUCTURE b = $ '+'j W_ c 2 PEHR JPIAB �Sy o a O To J1-1/z' wow. HTS. J PER JPAIB UP TO 47° WDW. HTS. p O 04 O ---�'��-4 PER JAMB UP TO 63" WOW. HTS. 8 PER JAMB OVER 63` WDW. HTS. ¢� ly j LL Z N W 1/4' MAX. ..� J abI ..WOOD BUCKS v TYPICAL ANCHORS SEE lj N N FOR SSPACPAdNG .I J O_ - G4J L N O > ZInL-j z R n I V V d n 4 V m N Q Vl r 1 tornC3 JY` .AN. PRODUCT REVISED as complyin with the Florida \ ' b Buliding Code 70692 NOA-No. 17-0731.05 Expiration Da 0 2712020 OF ',y(fj� drawing no. Mlam-Da ro uctControlfi +SS"''•q� ` W09-54 sheet 4 of 6 nni1,+ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ,.7 PRODUCT REVISED as comPLyln with the Florida - 7059p. BMlldl., Cats NOA-No. 17-0731.06 =_ • * _ Expiration Oat 1127/2020 =•' Br Mlaml-Uad Prodmt ontroi�7s/Q�A`t`\ct�\�� y�U �Y z$l Q 1 I Po {i YO � O g t7 ro p L O, .� Q zzN� Q W g = JN MM NN �M LL QO� aVm y < n y'� o U- O R R i y�7- o$g�6 jw C SEALANTS: ALL SCHNEE VENT CORNERS SEALED WITH SM-5504 SEALANT. b y FRAME AND MOREHEAD drOwinq no. sheet 5 of 6 ITEM N0. PART N0. QUANTTTY DSSCRIPTTON MATTiRIAL MANF./9UPPIISR/RGMARR9 1 SN/401 1 FRAME HEAD • • 6083•TB • • 2 SM'401 1 FRAME SILL • • • • g _ 3 S8V401 1 FRAME JAMB-HWGE SIDE • • • • • BOfi3•TB - • • • 4 S8V401 1 FRAME JAMB -LATCH SIDE • • • 80 -T - 5 SIW402 1 VENT TOP RNL 8083-TB - 8 SBV402 1 VENT BOTTOM RAIL 6063-T6 - 7 SIW402 t VENT SqE RAIL -HINGE SIDE 8063-T6 - 8 SIW402 1 VENT SIDE RAIL -LATCH SIDE • • • • 60!!!S-•I'8 : • 9 23138 AS REOD. SNUITBER ST. jLETj iPtyTH HARDWARE 10 SIW112 AS REOD. GLAZING BEAD (5/18' GLASS) • • • • •SO�e.lLg t • 10.1 SWl/28 AS READ. p17. GLAZING BEAD (5/16" GLASS) -T� • • • • • 1(M SAV117 AS REOD. GIAZiNC BEAD (11/18" INSUL GLASS) 8083-T6 - 108 SM1Y108 AS READ, OLAZMG BEAD (7/18" OlASS) 8083-TB - 108.1 - AS f�QO. ALT. GLAZING BFAD (7/18" GL45S) fi083-TB - 11 5531 AS REQO. EXT. GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTRAL PLASTICS 12 93112 AS REOD. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS REQO. INTER COMPRESSION SFPI. - SCHLEGE]_ SYSTEMS 14 FUS40-SS 2/ CORNER CORNER LOCK (1-J/4" X 1-3/4' X .034" THK.) ST. STEEL SULINAN A ASSOCIATES - 18 35.13 2/ WDW 4 BAR HINGES-HEAW DUTY 5T. STEEL TRUTH FNRDWARE 17 31.13 1/ WOW SINGLE ARM OPERATOR - TRUTH HARDWARE 17.1 32858 1 OPERATOR GASKET .062 - TRVTH HARDWARE 17.2 32833 1 OPERATOR SPACER .236 - TRUTH HARDWARE 17.3 21548 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 - TRUTH HARDWARE 18 J0175 1/ OPER. TRACK ST. STEEL TRViH HAROWAFIE 19 24.25 2/ VENF LOCK ASSEMBLY (SINGLE POINT LOCK SYS.) - TRUTH FW2DWARE 19.1 21498 2/ VENT SPACER (SWGI.E POtfT LOCK SYS.) - TRUTH HMDWARE 20 31384 1/ LOCK KEEPER (SINGLE POMT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VEHT LOCK 0.55EM8LY (MULTI POINT LOCK SYS.) - TRIJTH HPf2D'WARE 19A.1 21708 2/ VENT SPACER (MULTI POINT LOCK SYS.) - TRUTH HARDWARE i9A2 21600 1/ LOCK SUPPORT PLATE (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 20A 31301 AS REOD. KEEPER (MULTI POINT LOGIC) - TRUTH FWTDWARE 20A.1 24 SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POIM LOCK) - TRUTH HARDWARE 20A.2 32824 AS REOD. TIE BAR CLRDE (MULTI POINT LOCK) - TRUTH HARDWARE 20AJ - 2/ CUbE TIE BAR ('VIDE MOUNTING SCREWS (MULTI POINT LOCK) - /10 X 1-1/4' FH SMS 21 - 1 5/16" BOX SCREEN - OPTIONAL 22 - 2/ CORNER FRMIE A VENT lSSY. SCREWS CRS {(10 x 1-1/4" FH SMS 23 - 8/HINGE HINGE MOUNTING SCREWS - b10 x 3/4' FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - #10 x 3/4' FH SMS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - N10 z 3/4' FH SMS 26 - - - - - 27 - 8/OPLFATOR OPERATOR MOUNRNG SCREWS - /10 % 1-1/4' FH SLiS 26 - 2/LOCK LOCK ASSEMBLY MOUNTING SCREWS - y�10-24 % 1/2" FH MS TYPE F 29 - 2/SNUBBER SNUBBER MTG. SCREW - �f0 x 3/4" FH SMS 32 5530 AS REOD. INfERKXi GIAZRIC SPACER, DUROMETE7i 70J:5 SHORE A SANTOPRENE CENTRAL PLASTICS 33 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85t5 SHORE A . . .•. . . . ... . . . . . . . . . . . . ... . . . . .. . P • . . . • . . • • • • ••• • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • FRAME VEM .644 .644 .045 T .012 .8 t'YIm 1.177 �I .050 1.177 .288— 10 10.1 GLAZING BEADS (5/16- GLASS) .et12 f .oso 1.177 GLAZING BEAD (11/16" INSUL. GLASS) .047 .551 �{ .551 r .e1� 2 � 7 .B,L .060 1.177 .216 .184 �1 toa 1ae., GLAZING BEADS (7/16- GLASS) RODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0731.05 Expiration e0 /27/2020 By X le- Miaml-Dady Product Control h M1 0 C 08a,m O ProI �Op 0 0bg N O r I )•' s TE P r�� druwinq no. >�sn • ...PP,cye W09-54 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 Cv;iW RER- Product Control Section to be used in Miami -Dade County and other areas where -allowed by lha,Authority..... Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dad2 IlAfhty Prbtltitt Contrdl• • • . • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reservt the rig%...: to have this product or material tested for quality assurance purposes. If this prod Uot•or makeria; -fails to • • • perform in the accepted manner, the manufacturer will incur the expense of such.�e� Vpg and �l�e t�HJ may; 0 • • immediately revolve, modify, or suspend the use of such product or material wit14i1ftjw1r juriCdibtiph. REV..... reserves the right to revolve this acceptance, if it is determined by Miami-Dada.Gematy Product Control Section that this product or material fails to meet the requirements of the applicable building code • • • • • : • This product is approved as described herein, and has been designed to comply;vittNbe Florida Building Code, including the High Velocity Hurricane Zone. ' .. . DESCRIPTION: Series "100 StormSafe" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision E dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-1129.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0731.06 n'}oADE eouKn Expiration Date: May 10, 2022 i Approval Date: October 05, 2017 Page 1 SIW Impact 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. 07-0214.05) 2. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision D dated 12/04/15, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •' •. . . .... ...... (Submitted under previous NOA No.15-0528.18) • B. TESTS • • •' • • • 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 . " •' . :...:. 2) Uniform Static Air Pressure Test, Loading p" YAC, T4S 2Q2-94 Goo 3) Water Resistance Test, per FBC, TAS 202-PX.. • : '.. • ...... 4) Large Missile Impact Test per FBC, TAS 2JX-V 4; 0 ; 5) Cyclic Wind Pressure Loading per FBC, TAS 201-94 :...:. "•"' 6) Forced Entry Test, per FBC 2411.3.2.1, aA.TA�;2024 . . : • • • • along with marked -up drawings and installation diagram of a series 100 4aftninum single hung window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Dorz- Seda, P.E. (Submitted under NOA No. 07 0214.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition. (2014), dated 05/27/15 and revised on 12/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.15-0528.18) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/1 /14, expiring on 05/21/16. Jorge M. Plasencia, P.E. Product Control Supervisor NOA No. 17-0731.06 Expiration Date: May 10, 2022 Approval Date: October 05, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51' Edition (2014), and of no financial interest, dated 05/19/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.15-0528.18) 2. Laboratory compliance letter for Test Reports No.'s HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 and 212 `e 0 sued by • • • • Hurricane Engineering & Testing, Inc., dated 09/21 /06, signed aid $haled bx E R4fae1 E. • • Dorz-Seda, P.E. •••••• •••• ...... (Submitted under NOA No. 07-0214.05) • • •' • • • G. OTHERS 1. Notice of Acceptance No. 15-0528.18, Series "100 StormSafe" Aluminum 12/24/15 and expiring on 05/10/17. 2. NEW EVIDENCE SUBMITTED ...... .... . ..... ...... .. . ..... issued to SIW Impact V+Z& ws, MC fdr them.... Single Hung Window ; • •T� I.I., approved on • . . . . ...... .. . •• • • • . . •• A. DRAWINGS 1. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision E dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interiayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Cbemkal Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21 /21. Jorge M. Plasencia, P.E. Product Control Supervisor NOA No. 17-0731.06 Expiration Date: May 10, 2022 Approval Date: October 05, 2017 E-2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51' Edition (2014) and FBC 6" Edition (2017), and of no financial interest, dated 07/20/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. This NOA revises NOA #16-1129.06, expiring on 05/10/22 E-3 . . .... ...... ...... .... ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... orge M. Plasencia, P.E. oduet Control Supervisor NOA No. 17-0731.06 Expiration Date: May 10, 2022 Approval Date: October 05, 2017 • ••. ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • wIHAD.w wIAIIN • • • • • • • • • • • • • • • • • • 4. 3/4'b • • • FALSE MUNfINi p • (SURFACE AP'12 MAY BE US • • • s f4" Wt%. 8" MAX. A 3 HEAD HEAD CORNERS • • • • • • u • • • •� $ • - • I • / • N O_- I I _ 3 II / II n 153 REQO. OL. FOR WIDTHS- IU ABOVE 48" ONLY 49 1/2' SERIES 100 STORMSAFE ALUMINUM SINGLE HUNG WINDOW EQUAL L.ITES DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ELEVATION CHARTS SHOWN ON SHEETS 1 & 2. TYPICAL TESTED UNIT APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (6711 EDITION) FLORDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). iBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE Tj GLASS TYPE 'B' GLASS TYPE V1 GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HFJG117 EXT.(+) 1NT.(-) EJR.(+) iNT.(-) -(+) INT.(-) EXT.(+) INT.(-) D(T.(+) INT.(-) 19-1/8- 26-1/2- 1. }7• 42' 48' 53-1/8' 28" (4) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 7o.o 60.0 12o.o 70.0 70.0 80.0 80.0 $0.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 90.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 MO 80.0 80.0 120.0 70.0 70.0 1 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70,0 70.0 80.0 $0.0 80.0 120.0 j 70.0 70.0 80.0 120.0 19-1/8' 26-1/2" 32' 37' 42' 1. 53-1/8' 38_3/8" (4) 70.0 70.0 80.0 80.0 80.0 120.0 1 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 Bolo 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 80.0 120.0 70.0 70,0 00.0 90.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8' 26-1/2' 32' 37' 42' 48' 53-1/8' W_5/8. 11 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 804 120.0 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 80.0 120.0 70.0 70.D 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 SO.O 120.0 70.0 70.0 S0.0 120.0 70.0 70.0 60.0 80.0 80.0 120.0 70.0 70.0 50.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 8D.0 120.0 19-1/8' 26-1/2' 32" 37' 42' 48' 53-1/8' B3" (6) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 SO.0 120.0 70.0 70.0 BOA 80.0 80.0 120.0 70.0 70.0 80.0 1 120.0 70.0 70.0 80.0 80.0 60.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 $0.0 80.0 80.0 120.0 70.0 70.0 80.a 120.0 70.0 70.0 80.0 60.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8- 26-1/2" 32" 37^ 42' 48" 53-1/e' 74-1/4" (B) 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70,0 70.0 BOA 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 00.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 BO.0 120.0 70.0 70.0 80.0 120.0 19-1/e' 26-1/2' 32' 37' 42" 48' 53-1/8' 78' (8) 70.0 70.0 80.0 80.0 00.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 50.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 Bolo Bolo 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 Bolo Bolo 90.0 120.0 70.0 70.0 80.0 120.0 - - Bolo Bolo 80.0 120.0 70.0 70.0 80.0 120.0 - - Bolo Bolo 80.0 120.0 70.0 70.0 Bolo 120.0 SHOWN EXT.(+) LOADS REQUIRE ADD -ON SILL RAMP REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. + NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. PRODUCT REVISED as comp%% eAth the Florida = , suHding Coda NOTE: NOA-►Ao• �7.0731.06 O1 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Dote05110/2022 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Bismi de Product toot eke VE OF /.(t/ ` drawingv no. DR1oP_�. W07-07 1/8' ANN. GLASS 090' Interlcyer r Shcex ClearMI"" Color Gkes \ l 'Eastman Chemical Co.' r1/8" N. GLASS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • •POLK MUNTINS• • • (SURFAlk • BE I1SILIE • • • • 4 m n J m x t M tx o 15 C c o 8.1A SS 53 1 /8' 6" MAX. HEAD CORNERS Z io <� ANAODL AW AN m REOD. FOR WM1Hs 49 1/2' ABOVE 48' ONLY VENT WIDTH YS SILICONE DOW CORNING 995 UNEQUAL LITES (ORIEL TYPE) AT 1/4 POINTS ON LRES TYPICAL ELEVATIO A13 WIDER THAN 36' ONLY TESTED UNIT GLASS TYPE 'A' UNEQUAL =S WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE BEIM GLASS TYPE 'A' GI.L98 TYPE 'E' GLASS TYPE V1 GLASS 'TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT DT.(+) 1NT.(_) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EIU.(+) INT.(-) DCL(+) INT.(-) 19-1/8" 26-1/2' 32" 37" 42• 48• 53-1/8' 50-5/6• (5) 70.0 70.0 80.0 80.0 90.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 60.0 120.0 70.0 70.0 60.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 MO 70.0 $0.0 120.0 70.0 70.0 80.0 80.0 SOLO 120.0 MO 70.0 80.0 120.0 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 60.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1 /8" 26-1/2" 32• 37' 42" 48• 53-1/8" 83" (6) 70.0 70.0 80.0 60.0 80.0 120.0 70.0 70.0 $0.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 SOLO SOLO 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 SOLO SOLO SOLO 120.0 70.0 70.0 SOLO 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 1 80.0 120.0 - - 50.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/8" 26-1/2' 32• 37" 42" 48• 53-1/8" 74-1/4" (a) 70.0 70.0 80.0 $0.0 80.0 120.0 70.0 70.0 $0.0 120.0 70.0 70.0 8C.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 1 80.0 120.0 70.0 70.0 50.0 120.0 - 80.0 1 80.0 1 80.0 120.0 70.0 70.0 80.0 120.0 - - 00.0 60.0 BOLO 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 120.0 70.0 70.0 - - - - 80.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/8- 28-1/2- 32' 53-1/8' 78' (8) 70.0 MO 60.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 80.0 80.0 80.0 120.0 70.0 70.0 SOLO 120.0 60.0 80.0 80.0 120.0 70.0 70.0 BOLO120.037" 60.0 60.0 80.0 120.0 70.0 70.042• 1117110 60.0 80.0 80.0 120.070.070.0 120.0 70.0 - - 60.0 60.0 80.0 70.0 - - 60.0 60.0 80.0 120.0 70.0 70.0 - - SHOWN EXT.(+) LOADS REQUIRE ADD -ON SILL RAMP REDUCE EST.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. u q a00 a 2�1_a a mod 00 �ry�pN 90 J�m� aaWg� � b v H 0 U N J N J c_7 0 LL ZRn� 3 Uzcl aom V)On0 1/8- TEMP GLASS " NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/4" AIR SPACE 3/16- ANN. GLASS 3/16' H.S. GLASS 1/8' H.S GLASS 1/e" H.S. GLASS PRODUCT REVISED "complying with the Florida 09V Intarlayer 090" Interloyw .090' Intedayer 090' Intedayer Building Code 17-0731.06 $ Q 8 R Soflex Clear And Color Glaea By 'Eastman Chemical Co.' SentryGlos By 'Kuromy America, Inc,' Saflex Clear And Color Glace By 'Eastman Chemical Co.' SentryGlae NOA-No. By 'Kuraray America, Inc.' Expiration Date 05/1012022 p 12 �.3 1/8" H.S. GLASS • E 3/16" ANN. GLASS 3/16" H.S. GLASS 1/8' N.S. GLASS By l Q c ,Ty' w Wx�`' LI MLam1 e Product Contro Z m is Z m 15 Z M �N 15 X mm svli 15 CIO n'4o'o�aa m 8.1 8.1A S SILICONE C 8 SILICONE DOW CORNING 995 8 SILICONE DOW CORNING 995 SILICONE DOW CORNING 995 7059i L DOW CORNING 995SA o , BB25 POINTS ON LrTES 13 WA 1/4 POINTS ON LIT ES WIDER THAN 38' ONLY 13 AT 1/4 POINTS ON LIfES WIDER THAN 36' ONLY 13 AT 1/4 POINTS ALL SIZES 13 AT 1/4 'MDER THAN 36" ONLY ;• OF drawing no. GLASS TYPE 'B' GLASS TYPE GLASS TYPE 'D' ... ,Di .j W07-07 GLASS TYPE 'E' :, S '�ryr/r� GLAZING OPTIONS A�jttt`��` sheet 2of 5 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .• • • ••• SEE UllS. • FOR • • •E • • D1�ISGTE. gee 09 �RE L. /, • TYPICAL ANCHORS FOF I MNMI—DADE COUNTY APPROVED I� I MULLION & MULLION ANCHORS II SEE SEPARATE NOA EDGE DIST. 1� I I I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. W1 = 1/2" LONG NOTCH AT EACH END AT 3" FROM EACH END W2 = 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 8-1/4" FROM EACH END AND AT CENTER -ON RAMP WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. 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=163 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy — 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 c_MS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIM SPACE) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (S)EEL 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. WOOD AT HEAD OR JAMBS SG — D.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMESg f'm - 2000 PSI MIN. ^IO i PRODUCT REVISED as comp= wtth the Florida Z Building CCoodde = NOA-No. 17-0731.06 Expiration Data05/1012022 IEOF By Mlam a FrodUCt Control SS/OiNAL E%"'\\� ` /j/11111i11YY\ %lav iQ e 0 t "n'm LLuu � gIL0Q o 0 -5�; O Q � tY wIn ' r` o as�f� drawing no. W07-07 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ��u • • • • • • • ••• • • • • Z x • • • • • • n • • •t• ••• ••• Iliri I aj H` U •• • • • •• t•• •• • • • • • • • • • yI •• ••• • • ••• •• •♦ 0�1. LL MAMI-OADE COUNTY • • • f • • • • • • • • • • • • L OAPPR.D CUPPED MULLIONDSEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.FOR SPACINGz o•°iif I JN �I I� V)N W ---11 ' 3 a M EXTERIOR Z WINDOW WIDTH WINDOW WIDTH Z Q 4] n 0_ V m ^ ♦n �y> b b TYPICAL ANCHORS $ m ri SEE ELEV. 7 K FOR SPACING VENT WIDTH 1/4" MAX. O TYPICAL ANCHORS SHIMS 1/4' SHIM SEE ELEV. 1/4' MAX. _ O 6 X 3/8" TYPICAL ANCHORS SHIM SMS TYPE B 22 SEE ELEV. MAX. FOR SPACING �^ 7 14 21 FOR SPACING $ Z �16 a - - _-_ s"- METAL o 'I' WOOD K _o c�H d o a ...r.�. .. r ....� .s,n STRUCfURE OR a o o- g WOOD STRU E o < m w--------------- 3 EXTERIOR l°_ t D.L. OPG. (FIXED) 1�' v PRODUCT REVISED o WOOD BUCKS as eomplying with th• Florida Building Code WINDOW WIDTH NOA-No. 17-0731.06 Expiration Date05/10/2022 TEOF j� dAr�awing no. Miam Pro uc4 ontm i� NAL llllll lllllLl yhcel ¢Of rj ITItM i PART i &SQD. DESCRIPTION MITSFif1I, 1IANP./BDPPID;R/REMARX9 • 1 SIW701 I FRAME HEAD 6063-T6 - 2 SIW102 1 FRAME SILL 8083-TB - • 3 SIW703 2 FRAME JAMB 8083-T6 - 4 SIW104 1 . . ... . . . ..• .. .. . . . . • .. . . . . . . . . . . . . . ... . . . . ... F-3.000 .050 .551j� • �.551 • • I. • 1 .644 �. .078 7 • • • • • .CIO •vI �( • •'�-•' • .812 • • • • • �12• J49 �_ 1.17i i12 Os0 1,1» - 1. 7 •t .OSO 1.125 • j— i • a�3 • • J•— L—L .e12 .276 I .184 (� .309 .t84J 3.082 +V � • • • • Q • FRAME HEAD Q MEETING RAIL 1 VENT TOP RAIL 1 U VENT BOTTOM RAIL 1.373 --{ 1248 .078 1.328 881 k� Qi VENT SIDE RAIL GLAZING BEADS (F/15- GLASS) • • %AZJ(7 BEAj$P/8- GLASS) • •T— �•r• • 1., 77 GLAZING BEAD (LAM. INSUL. GLASS) Q FRAME JAMB 1.122 1.304 ,078 1.495 .760 Q VENT LATCH �1.884 2 87 .oas -� ,2 SILL RAMP Imo-- 3.120--�I —3.000— FRAME SILL FE PRODUCT REVISED as compingy with the Florida Building orM NOA-No. 17-0731.06 Expiration Daft 05/10/2022 By — Wileml;9mile Product Control FRAME BOTTOM CORNER VENT BOTTOM CORNER c ° '„ ` --1m 0 c o n u O i 0 - 70592 �\ OR1e drawing no. 0 �cn,, W07-07 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy SIW Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 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 (AM. 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 haaathis product or material tested for quality assurance purposes. If this product or material fails to perforoi irl the accepte&• iannerrt" manufacturer will incur the expense of such testing and the AHJ may immediately revoke,* modify, or 4tptnd the us; of such product or material within their jurisdiction. RER reserves the right to rej;K; •this acceDlance, if 1f iS determined by Miami -Dade County Product Control Section that this product or material f0�15o meet+the,equiremeryts of the applicable building code. ' • • • • • This product is approved as described herein, and has been designed to comply with the Fl�da Building•Code, • • including the High Velocity Hurricane Zone. • • • • • • • ..... DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidelite or Tran4)m• • • ...... APPROVAL DOCUMENT: Drawing No. W13-68 Rev E, titled "Series 500-9 Alum OptsVigg Entrance boor . (L.M.1.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/", pr'bparecj byAJ-Farooq • • Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control' Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2 & 3, O/X or O/XX in sheet 4, for O in sheet 4`1 and door w/ sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5, shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance and limited to DP=+`/- 62 PSF. 4. Glass A is limited to DP=+/- 70 PSF. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement_ "Miami -Dade County Product Control Approved", noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 15-0406.13 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. /_�7 NOA No. 17--1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 Page 1 SIW Impact 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 files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.1.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 0000 I . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •.... • • • 2) Uniform Static Air Pressure Test, Loading per ;WAS 202.94 • .' 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-94.... •... 5) Cyclic Wind Pressure Loading per FBC, TAS 2b3-94' : "' • • ..... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-W: ; •. •, • •: • •' Along with installation diagram of aluminum Outswing doors w/wo sidelij4 kd transom: Dreparff •; • by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW:13'006 dated Jjjne 10. 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E.; . • . : • • • 00 Note: The above test reports have been revised by an addendum letter dated 1)5/09/14,19.jdQd by • Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, F.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (51 Edition), prepared by Al Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 rge M. Plasencia, P.E. Produel Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Butacite ® PVB interlayer ",expiri• ng.9 12/11/16. •• • :0*0 • • • • • .• 0 9 % 9 9 .... ...... (Except F. STATEMENTS item # 1 all other submitted under file # 14-0305 O¢3' • :....: 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of.Ao finaflei'119 interest, prepared by Al Farooq Corporation, dated 03/25/15, signed•4ftd.-Sealej•bydavad • • • •.:..' .. .. Ahmad, P.E. • •• ...... 2. Lab compliance as part of the above referenced test report. • ' 3. Addendum Ietter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIYV-13 006, MUM Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. ' • ' • • • 0 • • : "": 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, sign$ dnd sealed by Candido Font, P.E. G. OTHER I. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. rge M. Plasencia, P.E. Produ t Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS .. • • • • • • 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC'aI'Editmnn 2017) . •..:. and letter of no financial interest, prepared by Al Farooq CorporatiopJdated 11/03/17, signed and sealed by Javad Ahmad, P.E. ...... • . G. OTHER .. .. • .. ...... 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22d 0000- • ' ...... . . • .. . e M. Plasencia, P.E. Produ�,etrontrol Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date. February 01, 2018 E-3 .. .. . . . . . . . .. .. . . . . . . . 6" HEAT STREN'D GLASS 3/16' HEAT S1 1EN'D6M>f6 • • • • • • ,� 090" Intedayer 090" InteLye• • • • • • • • VBro!Ifol PVB Sentr161•s•• y Kuroray America, Inc.' By 'Kuroray Amedca, Inc!••••••• • ,3/16' HEAT STREWD GLASS r-3/16" HEAT STREN'D GLASS z aaui 7� 17\\ n s ca J 12 \ I I I I \ /SILK \ \ / DOW awa_ YPF 'A' GLASS TYPE 'B' 7/16" OVERUI LAM. GLASS 7/16" OVERALL LAM. GLASS 5/32' TEMP. GLASS AIR SPACE 3/16' TEMP. GLASS DECORATIVE PANEL AIR SPACE AIR SPACE 5/32' HEAT STREWD GLASS 3/16" HEAT STREWO GLASS 090" Interlayer 090' Interloyer Trosifol PVB T—ifol PVB By Kuroray America, Inc' By 'Kuroray America, Inc.' 5/32" HEAT STREWD GLASS 3/18 HEAT STREWO GLASS SILICONE SILICONE DOW 995 Dow 995 i z i 13 \ I II I � I GLASS TYPE 'C' GIL TYPE 'D' I" OVERALL LAM. INSUL GLASS 1" OVERALL LAM, INSUL GLASS GLAZING OPTIONS i 1 / A . NATE GL•4ZTNG D •T ❑• GLASS TYPES 'A' & 'S' u ��kkgjj ti � �aI�l�YY;N 3 ILLE SHAPES VARY h o S 04 tf� 7: 1 z THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. � 1.2 SHUTTERS ARE NOT REQUIRED. WE I10 SMs IQ 4/ GRILLE MIN. SERIES 500-9 Q P2 ATITT„f UM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 & 3. SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. SEE SHEET 3 FOR GLASS TYPE AND ADA SILL o SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. Q Q DOORS WITH STD, SILL APPROVED FOR INSTALLATIONS WHERE WATER Z m INFILTRATION RESISTANCE IS REQUIRED. � DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE Z cQ1 y WATER INFILTRATION RESISTANCE IS REQUIRED. <OLiI a D Um _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r �o REQUIREMENTS OF THE 2014 (5TH EDR10N)/2017 (6TH EDITION) FLORIDA to BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). N Q IVY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 0 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. t5 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, Q MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o g REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY „ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR e o WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL < m u a PRODUCT REVISED :� V N ''•. �: N CARDINAL XL as com 1ying with the Florida EDGE SPACER Bulidinp Code N 70592 - S ST. STEEL NOA-No. 17-1115.01 Expiration Da_te 5/22/2023 S $ By TEOF j: drawing no. !2 Mlaml-Daro uct contro i D_,[� DOORS WITH STD 3 POINT LOCKING HARDWARE 39 3/8" MAX. • • • 76" MAX. FRAME WIDTH • • s • • • • • • • • • • FRAME WIDTH 13 3/4' MAX. • • �••' • • • • • • • 5 ��"•�• ••• • • 133/4° MAX. I A 1 SILL HILL HFAD/SILL CORNERS I• Y' _-.---� S SHEET 14 TYPICAL E1 FVATION ( X ) • •s / I I \'/, 464 S SHEET 14/ / HEAD ANCHORS AT STILE ENDS `(7) AT 3" O.C. I INACTIVE �. RFACE APPLIED B -- - MUNTINS OR CORATNE GRILL MAY BE USED 26 9/16' MAX. i0 D.L OPO. 38 9/18' MAX. SILL ANCHORS AT SURFACE FALSEg N DE DOOR IFiTF WIDTH TYPICAL ELEVATION LE ENDS (7) AT 3- O.C. ( XX) DOORS LOAD CAPACITY - PSF SINGLE Y) OR DOUBLE (SIX) DOORS WITHOUT TRANSOM SINGLE DOOR (X) DIMS. DOUBLE DOOR 00 DIMS. GLASS LOCKS HINGES TYPE 'A' TYPE 'D' TYPES 'C' & 'D' TYPES L, 8 TYPE 4 TYPE 6 QLI NTTTY FRAME FRAME FRAME FRAME �.(+) INT.(-) EXT.(+) INT.(- ) INT.(-) EXT.(+) W1'.(-) ER PLEAF WIDTH 39-3/8° HEIGHT BD' WIDTH 76' HEIGHT HEIGHT Be 70.0 70.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 60.0 62.0 62.0 3 39-3/8" 97-3/4" 76' 97-3/4° 70.0 70.0 80.0 80.0 60.0 50.0 80.0 80.0 80.0 80.0 82.0 82.0 4 39-3/8" 108' 76" 108' 70.0 70.0 80.0 80.0 4 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. GLASS D.L.O. FORMULAE: D.L.O. WIDTH - FRAME WIDTH - 9.813- (X DOORS) = (FRAME WIDTH - 22.875')/2 (XX DOORS) • D.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4° BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (B" BOTTOM RAIL) • USING #20305 (1/2' HT.) THRESHOLD SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. .�j 3" 6 1/2' MAx. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY PRODUCT REVISED as eomplyyiingg with the Florida Building code NOA-No. 17-1115.01 Expiration Data 05/22/2023 By -� Mla - a roue control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ad'1/%y 7j�i� 1TE OF I� drawingo no. �RfoP_ya�; W13-68 • .. • .• ••• . • • • ••• . . • . . . . •• •• . . . . . . • • ••• • • DOORS WITH 9URF.A P FT] PANIC HAARI2WAR • • • • • • • •• • • 1/4" IE WIDTH • • 000 000 • • • • FRAME WIDTH 5 1/2- MAX. HEAD/SILL Al • • • • • • • �O.NERS• • -------- • • i `�7 • • • TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - FSF SINGLE DOORS (X) GLASS TYPE '6' DOOR DIMS. ADA THRESHOLD FRAME FRAME IXT.(+) INf.(-) WpTH HFJGM 39-1/4' 97-3/16- 62.0 1 62.0 / I \ Z m n g a- / / %/. SVR SEE SHEET 14 - \ \ \ M \ c-_-________ 3SEE., HREt 14 \ j DOOR OPTIONS HEAD ANCHORS AT STILE ENDS `(7) AT 3- O.C. 28 9/18' MAX. N D.L. OPG. 38 9/18' MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH (7) AT 3- O.C. TYPICAL ELEVATION (XX) DOORS LOAD CAPACITY - PSF DOUBLE DOORS 000 GLASS TYPE 'D' DOOR DIMS. ADA THRESHOLD FRAME FRAME WIDTH HEIGHT 78-1/18' 97-3/18" 62.0 62.0 NOTE; VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. DOOR D L.0 DIMS D.L.O. HEIGHT = FRAME HEIGHT - 13.313' (6' BOTTOM RAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.575)/2 SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-1115.01 Expiration Date 05/2212023 By mfaml-D!�pWroouczonTr OW2 �o z(o R y+�rn 0 3wy Of a8.3 z. b CL drawing no. W13-68 . . ... . . ... ... .. .. . . . .. . . . . . . . . . . . . ....... .... 4 192 OFF drawing nO. W13-68 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .:a DINGLE (STATIONARY) SIDELITE UNIT • • VEE DEWL IN SHEET41 I) • • • M • • • •• • • •• • • • • • • • • • • gp Z C 39 31 IAAX. • • • • • • • • . J F ib ki I FRAM �'I • ••• ••• ••• • g r£ig) 13 3/4" U g, 5 1/2" MAX MAX. HEM • • • • • • • • • • iV� f a W HEAD/SILL SXl y / jILL • • • • • • • • CORNERS • • • • • • • • • as • • • • • • • • • Q` NARROW •1ou SIDEUTE K v --- ° m tl y it as WIDE ii v a AIV SIDELITE <U � ya�V II II JN i�v ro� iva II � QM � WnN a �Y � �Om N n ,i$ II �� r Lo SURFACE APPLIED N FALSE MUNTINS R Jg 8 �' DECORATIVEE GRILL USED 29 9/18' MAX. - PRODUCT REVISED as Codi eom ting with the Florida Building ° 6rc a = a D.L OPG. NOA-No. 17-1115.01 c E g! a q cI 38 9/16" MAX. Expirtation Dat•0 2212023 o TST i:! z SIOELRE LEAF WIDTH By i TYPICAL ELEVATION mia=rocuct Control c i - /�7 `�1111111111 ��Y , �e u........ n ..• drawing il sheet4.tof16 SIDELITE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) SIDELITE DIMS. GLASS TYPE GLASS TYPE GLASS TYPES 'C' & 'D' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 39-3/e" 87-3/4" 70.0 70.0 80.0 80.0 . . ... . • . ... .. .. . . . .. .. . • . ....... .... DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS WIDTH INCHES INCHES DOOR FRAME HdGHf INCHES GLASS TYPE 'A' (SEE NOTE P&p) • GLASS TYPE 'R' • • • • GLASS WES •'C' "ID, NARROW STIIE 9IDELITE W/O REINF. EXT.(+) WT.(-) NARROW STILE SIDELITB WITR REINF. EXT4+) INT.(-) •,��y+,�� STILES BIDELITE WIC REINF. EXT.(+) I INT.(-) NARRO WID jr SIDLLITE� W/O PRINT - EXT,(+) INT.(-) 30 36 42 46-7/8 48 52 54 56 60 so 80.0 80.0 80.0 80.0 80.0 +0.0 • Fp.O 660.0 80.0 80.0 60.0 80.0 80.0• 80.0 • 6E.0 0 619.0 80.0 80.0 50.0 80.0 $0.0 .0 .0 .0 80.0 80.0 BOO 80.0 80.0 •0.0 • r • 80.0 a0.0 60.0 80.0 80.0 80.0 0 - 73.8 73.8 73.9 73.8 73.8 73.8 - - 71 d 71.1 71.1 71.1 71.1 71.1 - - 88.6 85.6 69.8 68.0 08.5 88.6 - - 64.0 64.0 64.0 $4.0 84.0 64.0 - - 30 36 42 40-7/a 48 52 84 50 so 84 80.0 80.0 80.0 80.0 80.0 80.6 60.0 B0.0 80.0 50.0 solo 80'0 80.0 50.0 60.0 60.0 solo Bolo 80.0 B0.0 Bolo Bolo Bolo 00,0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 50.0 80.0 60.0 - - 73.8 73.6 73.5 73.8 73.8 73.8 - - 71A 71.1 71.1 71.1 71.1 71.1 - - 88.8 68.6 03.6 68.8 BEA 83.5 - - 84.0 64.0 64.0 64.0 64.0 64.0 - - 30 38 42 46-7/8 48 52 54 58 90 a0.0 80.0 80.0 80.0 80.0 60.0 60.0 $0.0 $0.0 80.0 80.0 solo 80.0 BOX) 80.0 80.0 60.0 80.0 80.0 80.0 80.0 Bolo - - 50,0 $0.0 80.0 so,0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 - - 73.8 73.8 73.8 73.6 73.8 73.8 - - 71.1 71.1 71.1 71.1 71.1 71,1 - - 68.6 I 86.8 68.6 68.6 65.5 6a.6 - - 30 36 42 46-7/8 48 52 54 96 80.0 80.0 80.0 80.0 80.0 80.0 Solo 60.0 80.0 BOO 80.0 80.0 80.0 50.0 60.0 60.0 80.0 B0.0 Bolo Bolo 80.0 Bolo - 76.0 78.0 78.0 76.0 76.0 76.0 - - 75.1 75.1 75.1 75.1 75.1 75.1 - - 71.8 71.8 71.8 71.8 71.5 71.8 - - 70.2 70.2 70.2 70.2 70.2 70.2 - 30 36 42 46-7/6 48 52 97-3/4 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 90.0 80.0 80.0 80.0 BOO 60.0 60.0 79.1 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74.7 74.7 1 - - 73.7 73.7 73.7 73.7 73.7 73.7 - - 70S 70.5 70.5 70.5 70.5 70.5 - 30 38 42 46-7/8 48 102" Bolo Bolo 00.0 Bolo 50.0 Bolo - - - 60.0 80.0 80.0 $0.0 80.0 solo -- - 75.8 J5.9 75.s 70.8 73.8 - - 71.6 71.0 71.6 7IA 71.8 - - 70.6 70.6 70.6 70.8 70.6 - - 30 36 42 46-7/8 48 105' 79.7 P637 80.0 80.0 80.0 60.0 - - 712 77.3 77.3 77.3 77.3 - - $7.7 71.6 71.6 71.0 71.0 - - 83.7 67.6 67.0 67.5 67.6 - - 629 62.9 66.7 66.7 66.7 j 66.7 - FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL r • 5 4/2' MAX. • • • /SILL • • • OINERS e • • ••• • •• •• • • NARROW SIDFUTE • • • K m^p mG H10E 4.d tl tl SIDEUTE w vv c F Nn o� - �m 169 3/4' 13 3/4" TESTED FRAME MAX. A IEAD/SILL I- I II / L / • SIDEUTE I J. I -- 7C-== SURFACE APPLIED D.L.OPG. FALSE MUNTINS MAY DE USED NARROW/WIC SIDEUTE WID NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 127.31 SO. FT. RFINF_ AS RFOD_ �1 INACTIVE ACTIVE -r 26 MAX. - - '� D.L. .L OPG. 36 9/16- MAX. X>OR LEAF WIDTH 76" MAX. DOOR WIDTH (XX) 39 3/8" MAX. DOOR WIDTH (X) - SIDEUTE WIDTH - 1 3/8' . . U•-{I F.-- 3" (6) ANCHORS L I IrP�AT HEAD/SILL It 3 Q b tN�V // ty�- v uF er1 E1 �WJ 0 z 90 N � QQ� ZNJ N \/ o 3W` � a V m (OXXO) u SILL ANCHORS AT STILE ENDS `(7) AT 3' O.C. t--'- 010 . EXT. LEAF WIDTH " g 5 a _ 6 c < m DOOR FRAME WIDTH WIDE SIDELITE WIDTH �11111 II/7j, NARROW STILE WIDE STILE SIDELITE WITH DOOR SIDELITE 11TH DOOR �� •'1,10EN8F •'• i b 1y,i, o' (W/WO REINFORCEMENT) r i INSTRUCTIONS; USE cHAR1S As FOLLOWS. PRODUCT REVISED 7 - •s eomplyl"y with the Florida ), SELECT SINGLE OR DOUBLE DOORS CAPACITY, GUSS TYPES Building Code = $ AND LOCKING OPTIONS FROM TABLES ON SHEETS 2 k 3, NOA-No. 17-1115.01 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY Expiration DateO$/22/2023 .` drawing no. FROM TABLE ABOVE. BY •/ .,5� LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY __ __ __ __ //..o • . �-. �L r- ' 39 3/6' MAX. FRAME WIDTH - A / A / � 1 B 7W MAX. 5,7 7iANE WIO7N . . ... . . .. . ... .. .. . . . .. . . . . . . . . . . . . ....... .... • • i I . . • • • • • • • • • • • • • 1 • A � / • 1 • t\ �•i � sa as 0 W q SINGLE LEAF DOORS WITHOUT SIDELI[TES. SINGLE LEAF DOORS WITH SINGLE SIDEUTE AT EITHER SIDE OF DOOR. u�I1M1 �Z 0.008 00to a I;� I MAX. FRAME WIDTH 169-3/4' MAX. FRAME WIDTH 3 N V lvu In Ir-01 MAX. 76" MAX. JN O DOUBLE LEAF DOORS WITHOUT SIDELITES, DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT yJ� EITHER SIDE OF DOOR. Z N d PRODUCT REVISED a m as comp%yInga with th• Florida Building Codi ^ � 1/j }' NOA-No. P Gj A e expiration Date 05/22/2023 N m 0 75' MAX. OPTIONAL 76' MAX. DOOR FRAME DOOR FRAME - Mia - roduct Contra v NOTE: x THE FRAME AREA OF ALTERNATE SIZE MUSE NOT m 8 8" EXCEED TESTED FRAME AREA 127.31 S0, FT. °�gw�� TIONAL u S SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS o g' SEE SHEET 5 FOR SIDEUTE WIDTHS INGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDELITE) e LEAF HEIGHT - 12" (4" TOP RAIL, V BOT. RAIL) p = n 8 $ NO WITHOUT SIDELITES D.L.O. WIDTH (SIDE LITE) - LEAF WIDTH - 10' (WIDE STILES) .5 g o D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES) m < a o o w �' EA13 '• � APPROVED CONFIGURATIONS DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). � z drawings no. 3`.� W13-68 . . ••. ... • . ... .. .. . .. .. . . . . . . . . . . . . ....... .... TYPICAL ANCHORS SEE ELEVATIONS 1BY WOOD BUCK z FOR SPACING n • FASTENERS BY OTHERSA <- SEESCHARIV • •. 4 Fat MIN. UENGTH • • EDOE 1ST : "� W ' • ', .. 3c N r •. ♦ . • : • • • • �, j a I I NGi�TE n EXTERIOR ."E •DIST.a •' ei.'• • • • - - FW SHES 6f OTHERS ' ;•• VQ!CRETE • • a' , ,, � •.. BY OTHERS logo mm m O I� O m 3 .I► Ylli�t, z • • • • •• •• • • • • • • • • "I TYPICAL ANCHORS • 2 • • • • • • • • • SEE ELEVATIONS FOR SPACING SEE CHART FOR uiN. LENGTH SEE LEAF CORNER ,--DETAIL ON SHEET 15 POURED @ HARDENED HIGH STRENGTH GROUT f - 5000 PSI MIN. ro FNOT BY SJ.W. MUST TRANSFER SHEAR o LOADS TO STRUCTURE LOAD BEARING (SOLD SHIMS OPTIONAL TO GROUT) ,• ° CONCRETE v° _r a v TYPICAL ANCHORS ` ' SEE ELEV. FOR SPACING SEE CHART EDGE DISi. ° FOR MIN. LENGTH STD. STTX OPERABLE. LTNITB (APPROVED FOR WATER RESSSTANCE) 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH STRUCTURE VED MULLION i TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. 1/4" DIAL ULTRACONS BY 'ELCO' (FU-177 KSI, FY-155 KSI) WOOD 2-3/4" 1' NA NA. 3-3/4" 1' MASONRY N.A. NA NA N.A. 3-3/4" 2-1/2' CONCRETE 2-3/4' 2-1/2' 2-3/4" 2-1/2' 3-3/4° 2-1/2' 1/4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 3/4" 3/4" N.A. NA. 3/4" 3/4" WOOD - 213Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.65 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - f'c - 3000 PSI MIN. METAL - 1/8" MIN, THK. STEEL Fu-58 KSI, FY-36 KSI MIN. MtAMI-DAOE COUNTY APPROVED MULLION 1/8- MIN. THK. ALUMINUM (6063-T5, FU-22 KSI) (BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. 'CONCRETE". I a' tt `' EDGE WST. , ACONCRETE DCEDISTY: TYPICAL ANCHORS . SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ADA TERMHOr.11 PTION OPERABLE UNITS OY RAP�H_I Nm (NOT APPROVEO FOR WATER RESISTANCE) (NOT APPROVED FOR WATER RESISTANCE) LIMIT MAX. DESIGN LOADS TO 362 PSF LIMIT MAX. DESIGN LOADS TO t62 PSF PRODUCT REVISED as comp Iny with the Florida Building oda NOA-No. 17-1115.01 Expiration Data 05/22/2023 Mlam1-157!!a,procluct control DOOR DETAILS AN - ._ ATE dF � •SU_: 'j 0 OEag r, a�Q 4D 5 drawing no. W13—fib . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . ... . . . . .. . © O TYPICAL ANCHORS � •... • • • APPROVED • • • •11 . • . % WATER RESISTANCE TYPICAL. SEE ELEV... FOR SPACING • • • • • • • • • SEEELEV. FOR SEE CHART- • • • • • ACTI AF• 15 SEE SEE FOR MIN. LENGTH . • • • • . • OIL • FOR M 15 • • • .••og hi ' 6 e D.L.O. 3 LOCK OPTIONS EXTERIOR SEE SHEET 14 FINISHES LEAF WIDTH BY OTHERS 3/8- MAX. 39-3/8- MAX. EXTERIOR V. 3/8' MAX. LOAD BEARING FRAME WIDTH LOAD BEARING SHIM SHIM 1BY WOOD SUCK FA51ENERS BY OTHERS © LOCK�OEPTIONS NOT APPROVED E FOR WATER RESISTANCE SEE14 ET TYPICAL ANCHORS SEE ELEV, 9 FOR SPACING SEE CHART INACTIVE LEAF FOR MIN. LENGTH. ' 15 18 d" 18 8 C 3 EXTERIOR 38--9/16- MAX. FINISHES BY OTHERS LEAF WIDTH 3/8' MAX. 76" MAX. LOADBEARING FRAME WIDTH (XX) SHIM APPROVED LOCK OPTIONS I SEE SHEET 14-N1, O FOR WATER RESISTANCE WITH STD. SILL LENGTH ACTIVE LEAF EXTERIOR u,u A M z b ; H � da 11 N y tNV 6 VIP aftg 8 Ya.zy�� V J V v TYPICAL ANCHORS �1 SEE ELEV, FOR SPACING �] FOR MIN. LENGTH 3 E LL a LD m VzV d V m N ETAL A q v TRUCTURE �t inmo Im+ �co ryl'�o DOOR DETAILS �g<e 10 16 15 Y11111 Illirrrrr' FAO AN, PRODUCT REVISED .e eomplyln with the Florida Building Cods - - NOA-No. 17-1115.01 0S02 SEE SHEET 1 � � ACTiVF Expiration bate OS 2/2023 - $ ti FOR GLAZING 0 IONS 20 By ATE OF`� drawing no, Mla -0a roduc ontrol � •. $ EXTERIOR ''�� 8 10 'err/ Irl AL YlY�� sheet $ of Ip' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . •.. TYPICAL ANCHORS EDGE DST. SEE ELEVATIONS R SPACING • • DOORS WITH SURFACE APPLIED PANIC HARDWARE io EXTERIOR • �'7' l% SEE C n FlNISHES . >".. .IYP, .. 'a. :� ,�• • •FOR IRIN. tENGTH • • • • BY OTHERS .'•' : QONCRETE • • • i • • • 0 ti . . .. • . . . . . . . ... . . PANIC LOCK FASTENERS --—SEE SHEET 14 TYPICAL ANCHORSEV SEE EL, SHIM TYPICAL ANCHORS B Q i SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ® ' S :•CONQi3EiE' I . A '• v EDGE Dom:•' i3. ^ADA TFIRESHOLD OPTION #2 OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) LIMIT MAX. DESIGN LOADS TO 362 PSF EXTERIOR PRODUCT REVISED as compItn with the Florida Building Code NOA-No. 17-1115.01 Expiration Date OS/22/2023 By Mlam ede8 duet Contro DOOR DETAILS c m o W r • OF r drawing9 no. W13-68 EXTERIOR ° FINISHES BY OTHERS i n n M O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS SEE ELEVATIONS FQfi SPA61NG • • • 2BY BUCK $EEdpHW • • • • OR • SR2UCTURE LhGTH. • • • .' �•• RETE • • Ed. • • ' • • • • • Ed, Ed. —A Z gg1 z is y • 15•• • IFOR • • . •I.AL OWHORS TYPICAL ANCHORS ELEVATIONS SEE ELEVATIONS SPACING FOR SPACING SEE CHAR SEE OR MIN. LENGTH FOR MINRLENGTH TRANSOM HEAD FRAME TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHPRT FOR MUN. LENGTH #12 X 1- /4" SMS AT 12" 0.. MAX. ALTERNATE LOCA71ON 5 FOR ANCHORS a zA w 16 .i EXTERIOR 3 FINISHES BY OTHERS 3/6" MAX. LOAD BEARING SHIM OPERABLE DOOR WITH TRANSOM O METAL STRUCTURE OR APPROVED MULUON (SEE SHEET 7 FOR SPEC) fro F y a I 6 k�0I 1- u p j� IL Rig 0be ILZo�� g a JN JO .. Z-� s 0p am n a �NdgWr �i �, Nrno PRODUCT REVISED - - - - - - as complK with the Florida is s ---------- Dullding Code $ $ NTDA-No. 17.1115.01 o g EXTERIOR Fxptratlon Date 05/22/2023 c g g 9 By d D.I-O. 6 MIS -D ro uct Contro 73 3/9" MAX. c 199B ' TRANSOM LEAF WIDTH DOOR/TRANSOM WIDTH TRANSOM DETAILS o c i m \111111 117/ �� •, OF '•�� drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ' TYPICAL ANCHORS SEE ELEVATIPNS • • • • • FOR SPAQJNG • • • • • • • • • . z H SEE CHAR • • • • FOR MIN. j,ENQTH • • • • • • • • • • • • • NARRWY • TYPICc ANC RS• 9 O SIDELRE • E • EXTERIOR •EOOE-DIST., EXTERIS .. AACCiI FINISHE; >"; BY OTHERS •� CONCRETE SEE CHART FOR MIN. LENGTH' �n 18 O15 16 4 J II I, d i 0 52 1� o J d O ai W 5 O it 18 16 18 • • • . • . • �Za Rj I U Q�. EXTERIOR FINISHES BY OTHERS 3/8" MAX. POURED !E HARDENED HIGH STRENGTH GROUT f'o a 5" PSI MIN, NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) TYPICAL ANCHORS SEE ELEV. FOR SHIM ffED-GE:DW. TYPICAL ANCHORS ,• SEE ELEY. FOR SPACING SEE FOR MIN. LENGTH STAND AT.TINE STATIONARY UNITS FOR MIN. (SINGLE sIDELrcE) EXTERIOR MAX. PRODUCT REVISED as eomplying with the Florida Building Code NOMNo. 17-1115.01 Expiration Date 0 2/2023 BY m1amKDadf•P'roduot Control BY WOOD BUCK ASTENERS BY OTHERS / TYPICAL ANCHORS SEE ELEV. ' FOR SPACING SEE CHANT FOR MIN. LENGTH 6 8' MAX. BEM@ SHM 5IDELITE DETAII S e g e a .. 0 G OFF drawing no. W13-68 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 4.600� r-•4.600�-q • . • . �. .09� • .750 .750 • • • T- 1.75 10 • • • • 1. F�-2.122 •• 1.122 00 O• • • • • • DOOR/SIDELITE FRAME HEAD/SILL IS TRANI)M;MLQLI(:1 ; ; • 1j5W0 4.040 .22.000 ,094-4 .078 .1251 46188 Tom. FRAME JAMB �t.9ao� 100 rrp. 4.000 Lh -YJL-f 1 _•1f7 n4 TOP/BOTTOM RAIL 4.000 6.000 8.000 BOTTOM RAIL HINGE/LOCK STILE IIj 2.0�40-1_+,JIj LJ�f� .078 2.000 125 TYR SIDELITE SASH STILE R816 1.078- 094 ]21-16 O6 DOOR TRANSOM MULLION ADAPTER 056 1.059 z.ne� n JAMB SCREW COVER �.060 B 0 F--2.010 TRANSOM SCREW COVER 1.9001 1.146 460o • ; ayf o9a 2.000 .094 1.969 .750 n 1.aoo .oea 3- 1.625 1 0.562 .174 .078 2.021 ••• •• • • 2.337 I I • • • I I 3a CHAIR RAIL /4 JAMB/MULL ADAPTER 1 TRANS4M FRAME HEAD IL i + LIi iI tom--3.000-^i 375 .078� t.o7o FLUSH BOLT 8LOCK n SNAP COVER .655� .050 1.365 L 1.365 .082 I .07I -�1 1.238 ��Itllt 1.000 12 O INTERIOR GLASS STOPS .662 1.198 .060 soo -) t� PRODUCT REVISED as complying with the Florida .803 .050 t.365 1.355 ,922 T Building Cod• -� t,75o rtoa-Ho. 17.1115.01 t44 � Expiration Date 05/22/2023 1.118 By 13 1® Mla a =-duct control EXTERIOR GLASS STOP 25 STEEL REINF. 1.500 299 .7n .toe saTo 1.938 .062 15 i I 4.000-�I -� FO--O-PTION #1 tso 3e THRESHOLD COVER ze ADA THRESHOLD t0 DOUBLE DOOR ASTRAGAL `7111uf11111 --{.855 2.382 1.28'150 7 .250 500 2 - 2.089 078 4.632 ®•T TE OF 1.375 OPTION _ IDh�.G��•�•�ry� to SINGLE DOOR ASTRAGAL 36 ADATHRESHOLD ',�s�i11 I1111101` m%.V z jig 0� r W 0 0 OT&x� o.r,s SIN O z $U drawing no. W13-68 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... , . . . •.. LOCK OPTIONS 1 & 3 STD. 3 POINT LOCK + MAX. FRAME HEIGHT = 108 IN. • ' MAX. LEAF 36-9/16 IN. • 1 MAX. DESIGN LOAD - BO PSF i • ACTIVE LEAF: OPTION Al 3 POINT LOCK ASSEMBLY (MI805S) BY 'ADAMS RITE` WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION 03, LOCK ASSEMBLY (W5110-STACTB) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE -LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34' FROM TOP Yj; io j /i I ACINE I INACTIVE I ACTIVE 36-9/16' 36-9/16" LACK OPTION I NOT 11SED LOCK OPTION 4 MWX. FRAME ►IEIGHT•= 97-3`4 IN.,*, yLK =�364/1Z Id � • .. DEE§IGN dOAD s 60 PSF • . • ACUS IFAF1••• ••• ••• • EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON .FACE OF WFAF SILE LOCATED Ai • . . • 13-1fig' R20A.BOWOAMANB 346 FROM 60P • ••• • • • • •• • IIM4C'ME .EA_q • • • • • �I ONC4U: FLUSY BOLTS (W-WW.91Q • • BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34" FROM TOP UACTNE_ ACINE WAC11VE 38-9/16" 36-9/16' LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTIVE_ LEAF! SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38' FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH �1) Q8-32 X 1/4" SOCKET HEAD MACHINE SCREW 1) #6 X 3/4" FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4" SCREWS. \ \ 38-9/16" 36-9/16' ITEM /1 PART RRgD. DESCRIPTION MATERIAL MANF./SUPPLEM/REMARKS 1 SIW523 AS READ. FRAME TRANSOM HEAD 8063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR/SIDEUKE FRAME HEAD/SILL 6063-TS - 2A SIW5D5B 1 TRANSOM MULLION 6D63-T6 - 3 SBV506 2/DOOR FRAME JAMB 6083-T6 - 4 SIW502 1/ LE1F DOOR TOP/BOTTOM RAIL 8063-T6 - 5 SAV537 1/ LEAF DOOR BOTTOM RAIL (67 6063-TO SEE SHEET 13 5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (a-) 6063-TB SEE SHEET 13 6 SM'503 2/ LEAF HINGE STILE/LOCK STILE - 7 SIW507 2/ LEAF SIDEIJTE SASH STILE - 6 STW542 AS REDD. DOOR TRANSOM MUWON ADAPTER - 9 SIW511 AS REQD. SCREW COVER N6083-T6 JAMB & TRANSOM 10 SIW509 AS REQD. DOUBLE DOOR ASTRAGAL - 1DA SIW535 AS REQD. SINGLE DOOR ASTRAGAL - 11 SIW510 AS REQD. SCREW COVER - 12 SIW512 AS REQD. INTERIOR CUSS STOP 6063-T5 12A DWF-024 AS REDO. INTERIOR GLASS STOP 6083-T5 - 13 SIW513 AS REDD. EXTERIOR GLASS STOP 0063-TB 13A SIW533 AS REDD. EXTERIOR GLASS STOP 6063-TB - 14 SIW504 AS REDD. DOOR JAMB/MULL ADAPTER 8063-TB - 15 9016E - BULB W'STRIPPING VINYL CENTRAL PLSTICS 16 U4513 - Q-LON W'STRIPPING VINYL SCHLEGEL 17 5530 AS REDO. INTERIOR GLAZING GASKET (OUROMETER 70t5) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REQD. EXTERIOR GLAZING GASKET (DUROMETER 70f5) SANTOPRENE BY CENTRAL PLASTICS 18 W2320INW002D AS ROD. FINSEAL PILE W'STRIPPING - ULTRAFAB 20 #8 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4" FROM ENDS & 8' O.C. 21 #8 X 1/2- AS REQD. GLASS STOP SCREWS SELF DRILLING - AT 6" FROM ENDS & 15' O.C. MAX. 22 #12 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6" FROM ENDS & 17' O.C. MAX. 24 SO44HD 4/LEAF BUTT HINGES ST. STEEL DELTANA 25 - AS REQD. MULLION REINFORCING STEEL - 28 #12 X 4" 1/ CORNER FRAME ASSEMBLY SCREWS Sr. STEEL PH SMS 27 #12 X 2' AS REDD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 25 012 X 1/2' AS REGO, HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS 29 20305 AS REDD. ADA THRESHOLD OPTION $1 8063-TB - 30 OB019AV36 AS REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL 31 SIW321 FLUSH BOLT BLOCK 6063-T6 32 #2 - FLUSH BOLTS - SULLIVAN & ASSOC. S4 SM39 - 2" CHAIR RAL 6063-T6 35 SIW546 I 1 JADA THRESHOLD OPTION #2 6063-T6 - 38 SIW547 I 1 ITHRESHOLD COVER 6083-T6 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. \{11{IL1N(TIIM HINGES: V �n AN, �.IPu...... V X 4" ST. STEEL BUTT HINGES DELTANA (DS84NB OR SD44HD) �:''VCEN@Lc''•, i AT 13" FROM TOP AND BOTTOM ENDS AND 20-5/8' O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR S71LE PRODUCT REVISED = 0• USING (4) 112 X 1" FH MS as complying with the Florida 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS Building Code 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 NOA-No.OF 17-1115.01 Expiration Dat_QS/22/2023 arawing no. W13-68 D00 SIDELITE FRAME TOP CORNER . . .•. . . . ••• . . . . . . . . . . • • ••• • • • • ••• • • • 27 Al• • • / • • • • TRANSOM MULLION CORNER i j DOOR/SIDELITE FRAME BOTTOM CORNER �6° X 1-7/8' X 1/8'ALU., m 1-1ANGLE / 1-14° WIDE .y oR ry'� o a i gm ADA THRESHOLD CORNER < m OPTION #1 ``�tti 111iUir7j PRODUCT REVISED a as eom 1ying with the Florida n Building Cale 7 '- .OA-►io. 17.1115.01 Expiration Date 05/22/2023 = (p�� • DY TEOF [{j�� drowing W� 3—fon. M P roduet on ro 'i� •fin_ , R�<7P-•�y<�� . . .•• . . . ... . . ••. . . . . ... ACCESS H(4E • • • • �4,U • f • • 27 • • • • � m 3 E � N o f•• i i ••• i i i•• ••• 0 IL a I 04 Q .) ; o O DOOR TOP CORNER ACCESS HOLE Q M LL V13 ST. STEEL WASHER a 2" x 1.2' x .15' CFWR RAIL CORNER ALUM PLATE 27 PRODUCT REVISED 2c 3/8 THREADED ROD \ `^.f, as compl�,In with the Flcrlda NOA-Mo.co�e 17.1115.01 Expimtfon Date 05/22/2023 t� B MI - a ro uct ontro � o �� e c \\11 Ifllfl J ACCESS HOLE �� y; '•GENBF'. ii R t c 3/8" NUT o =92 '�� drawing � no. W13-68 DOO_� BOTTOM CORNER JJJJJf�IfLt\\\`\\ sheet 16of 16