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WS-19-713Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-04-19-713 0-1 Permit Type: Windows/Shutters oirkClassocadon: Window/Door Replacement Y V Permit Stotus Approved Issue Date:04/25/2019 I Expiration:09/30/2019 Location Address Parcel Number 736 NE 94TH ST, Miami Shores, FL 33138 1132060141680 Contacts ERIC WILLIAMS Owner AMERICAN STORM PROTECTION Contractor 736 NE 94 ST, MIAMI SHORES, FL 33138 JONATHAN RODRIGUEZ Business: 3052640446 Other:3055130514 Inspection Requests: Description: REPLACE 15 WINDOWS AND 1 DOOR IMPACT Valuation: $ 20,888.00 Inspec ion Re RATED 49 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $12.60 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $4.20 Scanning Fee $9.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $298.80 Building Department Copy Payments Date Paid Amt Paid Total Fees $298.80 Credit Card 04/02/2019 $50.00 Credit Card 04/25/2019 $248.80 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I author' above na ed contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date April 25, 2019 Page 2 of 2 J Miami Shores Village RECEIVE® �rn Building Department APR 02 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 fj�\v Tel: (305) 795-2204 Fax: (305) 756-8972 r INSPECTION LINE PHONE NUMBER: (305) 762-4949 U FBC 201� BUILDING Master Permit No. 5 —0q - t PEMIT APPLICATION Sub Permit No. �/B_ UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS t-7 JOB ADDRESS: !�> b tO E 9 Ll S�- tz City Miami Shnres Countv: Miami Dade Zip: 33 13 Fol 11-32o(o -o c - 1 b the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Tiitleh''ol((der): R C- del 1LL%f w,S Phone#: 3OS (OOq 34S(0 Address:_ -7 3 (0 N F `-t S} City: WWI WI SRO✓ e S State: F Zip: Tenant/Lessee Name: Email: e rv\ W In + MOB-► 1 • L-o f�_A CONTRACTOR: Company Name: 1 _ M_k V % LAfJ S-6V M Phone#: 3� S 13yJ 14 Address: �`1 `f o N W City: 1 \ State: Zip: 331 (O Qualifier Name: o��A�t�ndM:) p2 i Lp ue.Z Phone#: 34>5 S 13 05 ) 4 State Certification or Registration #: C69 L 175 1 327 `-_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: r�Jnn City: State: Zip: Value of Work for this Permit: $ ?V 1M Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteera❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f ""P 1 C-Q 41,7s i3 `lN\00 W _S ,) OL% O R-S � L� Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2-60 •� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ 4 �q TOTAL FEE NOW DUE $ �4 8 .,S o (RevV,ed02/24/2014) 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 (NOA). 17, hR J i \ q 0 4 /Owner Signature Date 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: ❑ 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") ❑ 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: 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 Ix), 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 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature - OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this —L4S— day of F63V V 0"" 20 19 'by Etz1 C_ W i 1I� R 1`n S , who is personally known to me or who has produced F-L D L— as identification and who did take an oath. NOTARY PUBLIC: Sig Print: �tASO �1 S Seal: b; Nl, • � F APPROVED BY 01P1fA& JASON H. SPIEGELMAN MY COMMISSION # FF 990234 EXPIRES: May 8, 2020 Bonded Tteu Notary Public Wdenrti 4 The fore ping instrument was acknowledged before me this day of to a rc� , 20 (-1 , by SJ d , l l' (1G +t,Z _ who is personally known to me or who has produded as identification and o duke an oath. NOTARY PUBLIC• // Sign:_ Print: NATALIE HERNMNDEZ Seal: ' W COMMISSION B GG 230408 ;ors EXPIRES: June 19, 2022 Bonded Thru NoWy Public Underwrttera sssssssssssssssssssssssssssssssssssssssssssssssssssssssssss Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 4/2/2019 Propertv Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-1680 Property Address: 736 NE 94 ST Miami Shores, FL 33138-2915 Owner ERIC WILLIAMS LAURA CASTRO Mailing Address 736 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,222 Sq.Ft Living Area 1,845 Sq.Ft Adjusted Area 1,857 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $290,008 $290,008 $251,390 Building Value $144,326 $129,247 $129,247 XF Value $28,785 $29,097 $29,409 Market Value $463,1191 $448,3521 $410,046 Assessed Value $463,119 $277,7531 $272,041 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $170,599 $138,005 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 11 & E1/2 LOT 12 BLK 65 LOT SIZE 75.000 X 129 OR 19963-3962 10 2001 1 Generated On: 4/2/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $413,1191 $227,7531 $222,041 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $438,1191 $252,7531 $247,041 City Exemption Value $50,0001 $50,000 $50,000 Taxable Value $413,1191 $227,7531 $222,041 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $413,119 $227,753 $222,041 Sales Information OR Previous Price Book- Qualification Description Sale Page 01/27/2017 $590,000 30402 Qual by exam of deed 4917 10/01/2001 $250,000 19963 Sales which are qualified 3962 $0 19738- Sales which are disqualified as a result of 06/01/2001 2096 examination of the deed 00000- Sales which are disqualified as a result of 06/01/1990 $0 00000 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 9;.Ier, IND O � 1.1 14 SIW 200 Series Horizontal Roller 17-0717.03 36 3/4 x 50-5/8 15 SIW 100 Series Single Hung 17-0731.06 183/4 x 38-3/8 13 1A SIW 400 Series Casement Hinge Right 17_0731.05 36 3/4 x 50-5/8 Egress Bedroom 16 SIW 200 Series Horizontal Roller M 17-0717.03Bedroom 36-3/4 x 50-541 Egress Casement Hinge Left 17-6731.05 36-3/4 x 50-5/8 0 Eric Williams 726 NE 94 Street Miami FL 33138 X NA SIW 200 Series SIW 300 Series 11 X O Horizontal Roller Picture Window 17-0717.03 17-0717,01 49 1/4 x 62 anew from Ou a 81 1/2 x 61 1/2 4rw e wscurtr�ii 12 X o wv O z SIW SGD Sene 600 48 z 100 t— p el) 7-011706 SIW 200 Series SIW 200 Series 1 1 Horizontal Roller Horizontal Roller 17-0717.03 X O 17-0717.03 - 36 x 62 75 1/4 x 63 I . ! O X O 6 r�1S o J f E APH T #: M ami Shcres Village APPROVED BY DATE ZONING DFPT BLDG DEPT F �� SUBJECT fO CCkIPLIP.NCE WITH ALL FEDERAL STATE Attu CCCUN-iY atjLI�S AND REGULATIONS .- SIW 400 Series SIW 200 Series Casement Horizontal Roller Hinge Left 17-0717.03 17-0731.05 37 x 50 5/8 36 3/4 x 50 5/8 I Egress I I Bedroom I 5 SIW 1 Serles Single Hung 17-0731.06 I 18 1/4 x 38 3/8 L— — — — — — — — — — — 0 • •• F�e •• • • • •• SIW 400 Series SIW Casement Fixed Caeeslerli Hinge Left 17-0018.05 • • • • � '- ., • • 17-6731.05 54-3e1. 63 • • • • • •. • • 36 314 x 63 • • • • • • �'' • • • .3 • • �• • a. , SIW 400 Series � 2 O Casement Hinge Right 17-0731.05 36 3/4 x 38 3/8 • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • IJ WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ADDRESS: ll'ko N E 014 �,�-trL& PROJECT: VAi UM,, 2-L 33 W City State ZIP EXPOSURE " D " WIND VELOCITY = 175 MPH [ROOF SLOPE > 10 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) {ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 1 45 50 + 48.6 47.3 46.4 45.7 45.1 44.6 - - 44.2 - 418 - 43.5 -- +' - 48.6 47.3 46.4 '1 45.1 44.6 C4.2 43.8 4 05e - - 52.7 51.4 50.5 - 49.8 65.1 -. 62.5 60.7 �4 59.3 58.1 - -:57.2 56.3 55.6 _.. 54.9e 49.2 4&8 48.3 4&0 47.6 - 17 + 49.5 4112 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 48.2 47.3 46.6 46.0 '45.5 45.1 44.7 44.4 - 53.7 52.4 51.5 50.8 50.2 49.7 49.3 4&9 48.6 - 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.69 *960 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 - 45.6 2Q + 51.0 49.6 48.7 47.9 47.3 4C8 46A 46.0 45.6 - 55.3 53.9 53.0 512 51.6 SL1 50.7 50.3 49.9 - 68.2 65.5 63.6 562.2 6L0 59.9 59.0 5&3 917.6 A A 1v �' 22 + 51.9 50.5 - 49.6 --,.. 48.8 - 48.2 _._..- 47.7 - 47.2 46.8 - 46.5 sZ + 51.9 50.5 _�..�.._ 49.6 4!! 8 a-e 45.2 - 4l.7 • 47!P • • 46.8 46.5 56.3 54.9: 54.0 53.2 52.6 52.1 5L2 N - 51.6 50.9 69.5 , 66.8 64.8 63.3 611 610 60.1 -••-r•• 59.3 58.60 + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 + 53.3 519 50.9 50.! +19.5 4 A .5 48.1 47 7• 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52-6 52.3 71.4 68.6 66.6 65.0 63.8 6 .41 �i% 61.0'- 60.2 oC a0, 28 + 54.3 52.8 51.8 5L0 50.4 49.8 49.4 49.0 48.6 28 52.8 51.8 A 0.4 4 .8 4 .4 49.0' •48". U. ri 58.9 57.4 - 56.4 55.6 55.0 54.4 54.0 53.6 53.2 69.8 67.8 66.2 64.9 65. 6 9 62.0 61.3 a 4A 30 + 54.7 53.3 52.3 5L5 50.8 50.3 49.8 49.4 49.0 30 53.3 52.3 5L5 50.8 50.3 49.8 49.4 49.0 "' __.._...--- 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 r+54.7 ... 70.4 68.3 66.8 65.5 64.4 63.4 ___ 62.6 -59.4 61.8 i 'y 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 35 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 60.9 59.4 58.4 57.6 56.9 56,3 55.8 55.4 55.0 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 inn i o. IL + 1 37.6 56.0 55.0 54.1 53.5 52-9 52.4 5L9 51.5 40 + 37.6 56.0' 55.0 54.1 53.5 52.9 52.4 51.9 51.5 62.4 '60.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 -' 77.1 74.0 7L9 70.2 68.9 67.7 66.7 65.8 65.0 y 4) 45 + 59.0 57.4 56.3 55.5 54.8 54.2 53 7 $3.2 52.8 45 + 59.0 57.4 56.3 55.5 54.8 _._ 54.2 53.7 53.2 52.8 p 0 64.0 62-4 61.3 60.5 59.8 59.2 58.7 58.2 57.8 - 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 N N 50 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 50 + 59.9 1 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 - 65.0 63.4 62.3 61.4 60.7 60.1 59.6 S9.11 58.7 - 80.2 77.1 1 74.8 73.1 71.7 70.5 69.4 68.5 67.7 55 + 60'9 59.3 1 58.11 57.2 1 56.5 1 55.91 55.4 54.9 54.5 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54,9 54.5 - 66.0 64.41 63.3 1 62.4 61.7 1 6L1 1 60.5 : 60.1 ` 59.7 - 81.5 78.3 76.01 74.31 72.8 71.6 70.5 69.6 68.8 60 + 61.8 60.2 59-01 58.1 57.4 .56.81 56.2 55.8 55.3 60 + 61.8 60.2 59.0 58.1 57.4 --=56.8 56.2 ` 55.8 55.3 67.0 65.4 64.3 63.4 62.6 620 51.5 6L0 60.6 - 82.8 79.5 77.2 75.4 73.9 72.7 71.61 70.7 69.8 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 417--1 2• ROOF ELEVATION "H", IS DETERMINED ZONE 5® BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D'<O-' v SHOWN BUILDING HEIGHT IN END -ZONE. 11 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS OCT Ag Idat.10-02-13I REVISIONS: -..,� drm.n try: M.F. AL-FAROOQ CORPORATION nodate by I description ENGINEERS & PRODUCT DEVELOPMENT checked W. H.M. v / DWG N0. 1 9360 Sunset Dr. Suite TEL. (305) 264-8100 JAVAD H AD 220 MIAMI, FL 33173 FAX. (305) 262-6978 RA P.E. III7M2, CAN. 35M SHEEP 1 OF 1 MIAMI•QADE 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.¢ov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 .... SCOPE: : .. • 000 • 0 0 0 • This NOA is being issued under the applicable rules and regulations governing the use of construction . .... 0000 00*00: materials. The documentation submitted has been reviewed and accepted by NAWI pade Coulity RER. - Product Control Section to be used in Miami Dade County and other areas where. QQwed by thq Authori:9 • "; Having Jurisdiction (AHJ). 00000 This NOA shall not be valid after the expiration date stated below. The Miami -.Dad & Ccenty Pfoduo tContw4: - - 0 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dacus County) resem the right • • • • to have this product or material tested for quality assurance purposes. If this 0fdt44 or mate6al faits to ' perform in the accepted manner, the manufacturer will incur the expense of such testi$g and th%WIJ mll "" immediately revoke, modify, or suspend the use of such product or material widiin chair jurisdiction. REU o o .: reserves the right to revoke this acceptance, if it is determined by Miami -Dade County P* * O Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "300 StormSafe" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 StormSafe Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1212.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0717.01 Expiration Date: August 29, 2022 Y/8131j `? Approval Date: August 24,2017 ! Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0604.05) 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed jVdw, �heets I ..... through 7 of 7, dated 05/18/07, with revision G dated 06/30/1.7,4he4)ared bx AlrFarooq • • 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 -ph MC TAS =-94 ...... 3) Water Resistance Test, per FBC, TAS 20494,9; •, along with marked -up drawings and installation diagram of a$ aluninum fixe$. window, prepared by Blackwater Testing, Inc., Test Report 4q..B�-S1W;14Q17A, ; • • • •; dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. • (Submitted under previous NOA No. 14-1212.01) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 14-121Z01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda, P.E. ]dw (Submitted under NOA No. 07-0604.05)WZ Manue ere P.E. Product Contr 1 Ea finer NOA No. -0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 E -l SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ... • 2) Cyclic Wind Pressure Loading per FBC, T1�.S M-94 • 0000 • along with marked -up drawings and installation diagram of a seAes300 aluminum ...... .... fixed window, prepared by Hurricane Engineering Testing Labe AWY, Inc., Test Report No. HETI-07-4111, dated 01/25/07, signed and sealed by -Rafael E. Droz— . Seda,P.E. •••• •••• (Submitted under NOA No. 07-0604.05) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS �,��4 ; • 2) Cyclic Wind Pressure Loading per FBC, TAS 2(13-94 . along with marked -up drawings and installation diagram of aseri; a 300 a;uminum fated window, prepared by Hurricane Engineering Testing Labttatdry, ht.jest Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E' i3roz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 7. 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 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 8. 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 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz-- Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. 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 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) Manuel er P.E. Product ContrtExa iner NOA No. 17.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 E-2 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG 1%h Edition (2014), dated 11/18/14, and updated to the FBC 61 Editidu (2017)VId • • • •; • 06/29/17, prepared by Al-Farooq Corporation, signed and seali.4Dy Javad AAlWad, P.E. 2. Glazing complies with ASTM E1300-09 • • • • • • • • • .... .... ..... ...... .. . ..... D. QUALITY ASSURANCE • .. .. . .. ...... 1. Miami -Dade Department of Regulatory and Economic ResoutgeA (,$ ER). • . . . . . . ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America; Inc. foroftir • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110, HETI-07-41 It, HETI-07-4112, HETI-07-4113, BETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under previous NOA No. 14-1212.01) G. OTHERS 1. Notice of Acceptance No. 14-1212.01, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., approved on 03/26/15 and expiring on 08/29/17. wa4=iau�� - Manuel Pepez I.E. Product Control x mer NOA No. 17-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • •r:.Oo 1�WIN-DOW.1 1.-WAND-OWE �-.WIN-DOW.1 WIDTH I WI II I O �p-� WINDOW WIDTH z I I I I WINDOW WIDTHI I WIND0W WIDTH 1 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN I',, DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES FALSE SURFACE MAY SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MLAMI-DADE COUNTY APPR'O 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 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLINING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE k 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 MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH s REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. a a g d 9 9 SHUTTERS ARE NOT REQUIRED. ODUCT •' asR Plyieg witI��''' h do Florida BJ:^ISEDII uilding Code `.` 1^"��� o q Ac�epcen« TJo t'j.0sF •- r Dale IN BY i Y 8g drawing no. JUN 0 tC l �%,sue;_ .�_7W07-49 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • �1/8' AWN. GLASS 3/16' ANN. GLASS .090' Interlayer • • • • • .060' Interloyer CSafi" Clear And•Col•r Ohss • • • • • 9� Clear And Color Glass By 'Eastman Chtm eta • • • • • • • iy 'iastman Chemical Co: • • ••• • • • • •• 1/8' ANN. !LASS • • • • • • • • • 3/16' ANN. GLASS 5 3.1 •• • • • N 31 L' I 6 •• ••• • • hT� •• •• it �� 6 II I1 SILICONE• • • • •'7 • 1. SILICONE -- DOW CORNIN; 9}S • • • III DOW CORNING 995 If • • • • Is • • • • 1 w 3 3A T AT 1/4 POINTS ON LITES T AT 1/4 POINTS ON LITES WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 25/64" OVERALL 29/64' OVERALL c �-3/16' H.S. GLASS \ �3/16- H.S. GLASS I nt.dayer Clear And Color Glass Interiayr tman Chemical Co.' SentryGlas 9y Kummy America, Inc. tedayerPVB3/16' M.S. GLASS aray America, Ind.' /16' H.S. GLASS 1A 5 6 NE DOW CORNING 995 n6 DOWSILICONE CORNING 995 .n TEMP. GLASS —1/4' AIR SPACE 1/8' H.S. GLASS 090' Interlayer SentryGlas By 'Kumray America, Inc.' LASS CARDINA XL Q � D STEEL 995 O T AT 1/4 POINTS ON LITES W y AT 1/4 POINTS ON LfTES 7 AT 1/4 POINTS ALL SIZES WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'CGLASS TYPE TV GLASS TYPE 'D' 7/16" OVERALL 7/16' OVERALL 11/16" OVERALL FOR LOADS LESS THAN OR EQUAL TO 70 PSF I'ROD'JCTREVISBD `(. . �,7p''��i, q r MIN. GLASS BITE CAN BE 5 8". ��mPin.,wi�h1heFlafds � St' •, � m I o Batla ng Code / i g GLASS TYPES A, B & D. Ac-gxnrc<Not -Q g r DateBY y •� drawing no. ',,ass •...... ���.� W07-49 nu 38 2c17 ��Ay�oNAl1E��` -heel 2 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - YSF WINDOW DM. GIASS TYPE 'A' GLASS TYPE 'B' GL83 TYPE 'C' MASS TYPE 'CS' GIASB TYPE 'D' LENGTH EXT.(+) INT.(-) EXI(+) INTO(-) EXT. + - Eq.(+) I ) . + -.(-) MO 60.0 7 .0 sto 1gb.0 db.0 01 60! B0.0. 60.0 60.0 60.0 7b.0 70.0 90.0 1 .O 60.0 80 60. 60.026' r 60.0 60.0 700 1 70.0 90.0 0130.00 060.0 60i. fool 60.0 60.0 60.0 70.0 1 70.0 90.0 130.0 60.0 00.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 600 60.0 70.0 70.0 90.0 130.0 50.0 60.0 60.0 60.0 60.0 60.0 70.0 0.0..0 1 0.0 .0 .0 .0 60.0 32' 80.0 60.0 70.0 0 70.0 ..90.0 . 100.00 1 4D.00 0 $0.0 1 60.0 60.0 37• 60.0 60.0 70.0 .0 m .0 m 1SO.Om m 50.0 m 60.0 40.0 00.0 42' 38-3/8' 57.9 57.9 70.0 •70.0 q W.0 130.0 .0 .O 0.0 80.0 48' S7.B 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 53-1 8' S7.9 57.9 70.0 70.0 90.0 MO 80.0 60.0 60.0 6D.0 28-1/2' $0.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32 60.0 60.0 70.0 70.0 90.0 1MO 60.0 60.0 60.0 60.0 37' 60'0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42. 50-5/6' S2.9 52.9 70.0 70.0 90.0 130.0 1 50.0 60.0 60.0 60.0 48' 70.0 70.0 90.0 130.0 50.0 MO 60.0 60.0 53-1/8' 70.0 70.0 90.0 130.0 60.0 BOA 59.4 59.4 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 50.0 60.0 60.0 60.0 32 F 60.0 80.0 1 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 1. 60.0 80.0 MO 70.0 90.0 130.0 SOO 60.0 60.0 BOA 42' 63" 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 48' 70.0 70.0 9010 130.0 60.0 60.0 60.0 60.0 53-1 5' - - - - 90.0 130.0 60.0 60.0 - - 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80:0 37' - - 70.0 70A 90.0 130.0 80.0 60.0 60.0 60.0 42' 74-1/4' - - 70.0 70.0 90.0 130.0 50.0 60.0 - - 18' - - - - 90.0 130.0 60.0 60.0 - - 53-1/8' 90.0 130.0 MO MO 26-1/2• 50.0 60.0 70.0 70.0 90.0 13o.0 60.0 60.0 60.0 60.0 32" 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - 70.0 70.0 90.0 130.0 BOA 60.0 60.0 80-0 42' 78' 90.0 130.0 60.0 60.0 48' 90.0 130.0 00.0 60.0 53-1 8' 90.0 130.0 60.0 60.0 20-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32• 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 37• - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 84" 90.0 130.0 60.0 60.0 48' solo 130.0 60.0 60.0 53-1/8' 90.0 129.4 60.0 60.0 26-1/2' - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' 70.0 1 70.0 90.0 130.0 60.0 60.0 50.0 00.0 37' - - - - 90.0 130.0 60.0 60.0 - - 42' 96" - - - - 90.0 128.6 60.0 60.0 - - 1. 90.0 119.5 60.0t 53-1 8' 90.0 1112 60.0 26-1/2' - - - - 90.0 130.0 60.0 - - 32' - - - - 90.0 130X 60.0 - - 37' 108' 90.0 130.0 MO 42' 90.0 122.5 60.0 26-1/2' - - - - 90.0 130.0 60.032'120' 90.0 130.0 60.0 37' 90.0 130.0 60.0 60.0 1 42' - - - - 90.0 112A 80.0 60.0 - - 26-1/2' - - - - 90.0 130.0 60.0 BOA - - 32' 426' - - - - 90.0 13..0 60.0 60.. - - 37' 90.0 130.0 60.0 60.0 I�� m q q J girl Q'a If WDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE ga10 I SIPp 2 Lql L NOTE: Io GLASS CAPACITIES ON THIS SHEET ARE 2 � m BASED ON ASTM E1300-09 (3 SEC. GUSTS). uo� c apIyy e gvAtht cFkxide ��11 �TV7Vw7i Building Cak ��� ' - V''�� m •� a Accepraoe No Dft Mi9m ede - i7 : • : b 5 :.• BTATE�drawing no. jV114 2017 '.�3'� Ftomo d;.�� W07-49 . .. • • . . • • . • 41 • .. .. . .. .. . 0 . . . . . 0 . . 0 0 0 DESIGN LOAD CAPACITY - PSF 1YD4DON DIMS. CUM TYPE 'A' GLASS TYPE 'B' GLASS TYPE •C• GLASS TYPE TV GLASS YYPB WIDTH LENGTH E1G.(+) IM.(-) k7(i.( .(- EM.(+) 24' 60.0 $0.0 70A 070.0A GD0.08 4130.E 60.v .Bolo 00. 60: 30• 60.0 60.0 70 0. .0 130.E 60.0 60.0 60.0 060. 36 60.0 60.0 70.0 70.0 0.0 1 60. 80. *00. 42' 60.0 BOA 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60. 48' Bolo Bolo 70A 70.0 90.0 130.0 60.0 60.0 60.D 60. 54• 60.0 60.0 70.0 70.0 90.0 130.0 50.0 60.0 60.0 W. 6o• 36• 60.0 I 60.0 70.0 �.S .Solo 1A.0 600.0 00.0 0.6 Go. 66" - - - - 70. *80.a 060.0 060.0 50. 72' 78' - - - -o e70.% boA 970. .0 Bolo 00. - - - -• 070.0 060.0 060.0 60.6 50. 04' _ _ - _ 70. .0 60. a �.� m d1.0 60. 88• - - - - 70.0 70.0 60.0 60.0 - - 24' S0.0 80.0 70.0 MO 90.0 130.0 60.0 60.0 60.0 Go. W. 60.o 60.0 70.0 70.0 90.0 130.0 60.0 50.0 60.0 60. 36• 60.0 60.0 70.0 70.0 1 90.0 130.0 60.0 60.0 50.0 60. 42• 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.D 60. 48" 46.3 46.3 Mao 70.0 90.0 130.0 60.0 60.0 80.0 60. 54' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60. 6o• 46, - - 70.0 70.0 90.0 130.0 60.0 50.0 80.0 W. 88' 70.0 70.0 60.0 60.0 72' - - - - 70.0 70.0 60.0 60.0 - - 78" 70.0 70.0 60.0 60.0 84' 70.0 70.0 60.0 60.0 68• - - - - 70.0 70.0 60.0 60.0 - - 24• Bolo 60.0 70.0 70.0 90.0 130.0 60.0 60.0 610 60. 30" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60. 36, 60.0 50.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42• 70.0 70.0 90.0 130.0 60.0 50.0 60.0 60.0 70.0 70.0 90.o 130.0 60.0 60.0 60.0 60.0 54• - - - - 88.5 127.9 59.0 59.0 - - so. 60. - - - - 79.7 115.1 53.1 53.1 - - 66• - - - - 70.0 70.0 53.1 53.1 - - 72• - - - - 70.0 70.0 53.1 53.1 - - 78• 70.0 Mao 53A 53.1 B4' 70.0 70.0 53.1 53.1 88' 10.0 70.0 24' 30' 60.0 50.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 50.0 70.0 70.0 00.0 130.0 80.0 60.0 60.0 60.0 36' Moo 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42• 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 1. - - - - 90D 130.0 60.0 e0.0 - - 54' - - - - 88.5 127.9 59.0 59.0 - - 60• 72' - - - - 79.7 1151 53.1 53.1 - - Be' - 70.0 70.0 48.3 48.3 72• 70.0 Mao 70" 70.0 70.0 70.0 70.0 - - - - 24• 60.0 60.0 MO 70.0 90.0 130.0 60.0 I 60.0 60.0 Bolo 30' 70.0 70.0 90.0 130.0 60.0 60.0 60.D 60.0 36• 42" - - 70.0 70.0 90.0 130.0 60.0 mo 60.0 00.0 90.0 130.0 80.0 60.0 48• - - - - 90.0 60.0 - - �• - - - - B8.5 59.0 - - fi0' 84• 79.7 1 511 72' 70.0 - - - - - - - 70.0 Ir - - - 76' - - - - 62.6 - - - 14• ` _ _ _ _ 64.6 88' - - - - 64.6 - - - DESIGN LOAD CAPACITY - PSF WINDOW DIMS.'C' GLASS TYPE CUSS 7YPE GLASS TYPE GLASS TE YP 'Cl. WITH LENGTH EXT.(+) M.(-) -.(+) IM.(-) D f.(+) INT.(-) EXP.(+) INTA 24' 30• 42• 48" 54" 60. 56' 72• 78• Be' 60.0 00.0 70.0 70.0 70.060.0 70.0 90.0 130.0 60.0 60.0 60130.0 60. - - 7010 70.0 90.0�����130.0 60.0 6060.0 80. 90.0 130.0 60.0 eo. - - - - 90.0 128.8 Bolo 60. - - - - 90.0 119.5 60.0 00. - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - 70.0 70.0 - - - - - - - e9.6 89.8 - - 24• 30' 36' 42• 48• 54' 60• 66, 72• 108' - - 70.0 70.0 90.0 130.0 60.0 so. 90.0 130.0 60.0 60. - - - - 90.0 130V 60.0 50. - - - - 90.0 122.5 60.0 60. 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 - - - - 69.8 69.8 - - 24• 30• 36' 42• IB• 54• 80' 120' - - 70.0 70.0 90.0 130.0 60.0 60, 90.0 130.0 60.0 60. 90.0 13010 60.0 60. - - - - 90.0 112.4 60.0 60. - - - 70.0 70.0 - - - - - - 70.0 70.0 70.0 70.0 - 24• W. 38• 42• 48' 54' 60• 126' 90.0 130.0 60.0 60 90.0 130.0 60.0 Bo. - - - - 90.0 130.0 60.0 60 - - - - 70.0 70.0 - - - - 70.0 70.0 - - - - - 70.0 70.0 - - - - - 70.0 70.0 - 24' 30" 38' 42' 54' 152. 70.0 70.0 60.0 60 70.0 70.0 60.0 50 - - - - 70.0 70.0 Bolo 60 - - - - 70.0 70.0 - 70.0 70.0 - 70.0 70.0 24' 30' 36' 42• 48' 54• 138" 70.0 70.0 60.0 60 - - - 70.0 70.0 60.0 50 - - - - 70.0 70.0 60.0 60 - - - - 70.0 MO - 70.0 70.0 70.0 70.0 24• 30' 36• 42- 48" 54' 1+4• 70.0 70.0 60.0 60 - - - - 70.0 70.0 60.0 BO 70.0 70.0 - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 - 24• 30• 36' 42- 150' - - - - 70.0 70.0 Boo 60 - - - - 70.0 70.o 110.0tB0, - - - - 70.0 MO - - - - - 70.0 70.0 - 70.0 70.0 - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). GLASS TYPE 'D' V Z c m y % Pi ZJZ Q eiL a a p qO c 4 IgoINuu�C 9 V IL J Y�� a = p6�, Q W f W NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE .,.. N a d ORIENTED VEMCALLY OR HORIZONTALLY AS SHOWN ABOVE p 3 J CN �n'I JO N ZIn J HUU U n 0 a0m f to g v y r, V)Wo 0 ° 51 Q PRODUCT REV458D g gg ffi wvyllyinE wits d1e PAaYit1► - rc' S � C building ('.ode •Q , p j ar � � i � '.. Accepl7nce 1'b ExPllat13 icxl Dem ,'o oe e W •. e Ji1.Y �1, ? 3 2017 A.4 �77i q No e drawing no. ma's::: •-- :tea`- W07-49 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS FOR SPACING 1-SEE ELEVS. METAL 1 FOR SPACING • • . •yl. • • • ♦ �TRUCiRC ` tD 01lT. • • • EDG� • • • •• IMIAMI-DARE COUNTY APPROVED II m MULUON & MULLION ANCHORS I� SEE SEPARATE NOA �I TYPICAL ANCHORS, SEE ELEV. FOR 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 9 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIAL ULTRACON BY 'ELCO' (FU.177 KSI, Fy.155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) #14 c_Mc_ OR S I F QRII I IN • SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 91 M OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE 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) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL DISTANC INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT RBVISP.D 1111\IUIII/TY o Ep �I U - m complying rich the Florida N'% /I� ' BUildi:Z og Code �� PJ • -'• A=pt—Nod70 �:• g tXe v.. • .. BY ado •• i S i 1 TYPICAL ANCHORS SEE ELEV. OF drowing no. WOOD BUCK FOR SPACING �A'• (��: W07-49 EDGE DIST. jU11 ,i ij 2a1'T / j�... .'` ' T ®1il 11111111 ` sheet 5 of 7 . . ... . . . ... I s • • • • • • • •• • • g Y MNMI-DARE COUNTY APPR: BPFDII..0 • • ri • • • O ? y h SEP N • • • - • µCHORS • ••• • • •• ��' V pui .l j • • ! • • • F fACING Oo Q II 11 1 jKom II 11 _ QaF .. _. - _ - - - - II II I I J IL___JI J a EXTERIOR pv JJ I 3 JN N O WINDOW WIDTH WINDOW WIDTH a L t 3 Uj � QQM 6 ZNIJi I to TYPICAL TYPICAL ANCHORS M U SEE ELEV. TYPICAL ANCHORS ¢ FOR SPACING SEE ELEV. ¢ Q O W 1/4' MAX. FOR SPACING 0.0 m N 1/4" MAX. O SHgAS 1/4' SHIM to Q n SHIM C SEE ELEV. TYPICAL � I n W , Z FOR SPACING � � HO w4v . o - 3 .._.._ ._.._. _.._.. _.._.._.. _.._.. _.. _.. .._.._.._.._.._.. _.._.._.._.._..- _ _ G v c� .._.._ ._.._. O _..__-.._.._.._.._..___.. ..__-.._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W000 c STRUCTURE ° u > aF WOOD STRUCTUR eW 1 EXTERIOR o • . > S! D.L. OPG. o 0u cIm 16 WOOD BUCKS( PRODUCT R$Vlh dx ISEAFbtid! 1111AfIfTT��'' ax e«nplytlg wiJ......... WINDOW WIDTH Building Cade �� m •� Aptma No cce� Q j tvRyGami oducl _ i b ••� dlvwingv no. iul1T'��`pS,ONAII\N\���`` sheet fi of 7 •• •• • • • •• •• • • • ••• • • • • •• • • ••• ••• •• •• • • • •• ••• •• • ••• • • • • •• • FRAME 050Ll II O FRAME COVER (OPTIONAL) .045 612 812 �I 7.177 LI .050 1.177 .218+1 .184-d GLAZING BEADS (7/16" GLASS) .045 .623 I - 1.644 r Yl .812 .8,2 1.177 �I .050 1.177 .288� O 3.1 GLAZING BEADS (5/16" GLASS) .290 .8112 .050 1.177 ®LAZING` BEAD (INSUL. LAM. .155y--{ L � .200 290 T� F.083 O5 EXTERIOR GLAZING SPACER SGLE 1:1 1TR1[ PART / QUANTITY DESCRUMON MAnmuL MAKF/SUppUxR/RmWm 1 SIW301 4 WINDOW FRAME 6063-T8 - 2 SEW303 4 FRAME COVER (OFnONAL) 6063-T6 - 3 SIW108 4 GLAZING BEAD (7/16' GLASS) 6063-T8 - 3.1 SIW127 4 ALT. GLAZNG BEAD (7/18' GLASS) 8083-T6 - 3A SIW112 4 GLAZING BEAD (5/18' GLASS) 6063-T6 - 11A SfW128 4 ALT. GLAZING BEAD (5/10' GLASS) 8063-TB - 3.2 1 SW1117 4 GLAZING BEW (NSUL LAM. GLASS) BOBS -TB I - 4 #10 X 1-1/2' 2/ CORNER ASSEMBLY SCREWS CRS PH SMS 5 5531 AS REED. EXTERIOR GLAZING SPACER, DUROMETER 7015 SHORE A SANTOPRENE CENTRAL PLASNCS e 5530 AS REED. INTERIOR GlA21NG SPACER, DUROMEfER 7035 SHORE A SANTOPRENE CENTRAL Pl/SIKS 7 - Z/ UrE SETTING BLOC(, DUROMETER 8535 SHORE A EPDM O INTERIOR GLAZING SPACER SCNE 1:1 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. TU. CORNER PRODUCTR.EVIS® --mwlr-s wilh do FMridA e�i.dmeCaJe !-0717,0! �P• `� Aoctp QVe O Miami JE1 v 3 C 2547 � b J m v � Ic JN 3 JO �Q Zvw)C2 3n V Z Y o a$m A h ^ fA Q v7 y N On m F drawing v no. W07-49 ' MIAMI-DiADE 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 4M6j 15-2599 NOTICE OF ACCEPTANCE (NOA) NVWW*Miamidmd ."f/econouW • •; • ..r..T.. .. ....:. 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 ne:use oModstructiolf materials. The documentation submitted has been reviewed and accepted by Miami Dade tounly REIVOOV Product Control Section to be used in Miami —Dade County and other areas where AW10ed by the Authority . Having Jurisdiction (AHJ). 00000 This NOA shall not be valid after the expiration date stated below. The Miarai,�ade Cvunt}o Producf Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade C*006y;reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: 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 fiy 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. TERN UNATION 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 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0717.03 MIAMFDADf CUU� Expiration Date: August 01, 2022 1 Approval Date: August 10, 2017 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 StorinSafe Alum. HorivRtllhng Wdw.-(L.M.I.Y' ,, . .; sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with ravisMra E da&Zl•06/0l/1'5, • . ... . prepared by Al-Farooq Corporation, signed, sealed by Javad ..j�1, P.E, .: ....0 0; 0 � • .. .. . .. ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9 ; �; • • • • • 2) Uniform Static Air Pressure Test, Loadings ex FBC TAS 202-94 ;.... .. 3) Water Resistance Test, per FBC, TAS 202- ; • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) 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 Blackwater Testing, Inc., Test Reports 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. HETI-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 5te Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 61 Edition (2017) on 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. `_V 2. Glazing complies with ASTM E1300-09 J 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 Resouwas �RBR)...: • • • • .: • E. MATERIAL CERTIFICATIONS "" "" ' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray.,Fj g[iea, Inc for the'i *o**. 00 "TrosifolO Ultraclear, Clear and Color PVB Glass InterW s" da:ed.Qt/19/1j•: •. • expiring on 07/08/19. • • • • • • . 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray An*rica; Inc. fQr, Ogir • • • • • - "SentryGlas® (Clear and White) Glass Interlayers" datedb6/2S�15, expiring on 07/04/18. • Compa 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemicalny (MA.) for their "Saflex Clear.and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 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 0 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.1S-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.OS) 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. Manue ez, P.E. Product Cout of xaminer NOA N . 7-0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MUNINS CE APPUED OL 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 SUDING 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). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND WSTALLED 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 MATERULL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE h 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 WINDOW WIDTH 6" MAX. B' 12" MAX. HEM/SILL CORNERS HEM/SILL A FALSE SURF OPTIC it II 11 II 117___ 11 II II II 11 I' II II II II II II II II II II I II m L! rtf i m n O ____ _---__JL _---=_Un - -- �! II II II II II u II II II U II II II II 4---- II II I II II q P II II I I 24' 49 1/4- 24' io D.L OPG. D.L OPG. D.L OPC. 28 5/ 8" ADDL ANCHOR AT MTG_SDLE ENDS FOR CAPACITY JUL J • 4:L`!J PRODUCT REVISED m cmnplying withdm Fleridtt 8uildio8Code /vim A —Pt.. No "p717 2 E Owtrn Drts THESE WINDOWS ARE RATED FOR URGE 8 SMALL MISSILE IMPACT. By SHUTTERS ARE NOT REQUIRED. Miam rodw,H MUNDNS CE APPLIED IAL 1 i 1� Ez IU �v fp Z o O h 0 Qr O C C v o gdgo g LLz'^-C �Q:•�GFNSF••. 1 •� No OF drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. • 1/8" ANN. GLASS 3/16 L. GLASS 090" Interiayer .090" Intedayer r Saflex Clear And Color GIgsa • • • r,Vflex Clear And Color Glass 1 By 'Eastman Chenicc6 Cap • • • • • • 1•By•Eaetmon Chemical Co.' 1/8- ANN. eG� • • • • • • •� • • •�3/16" ANN. GLASS m 9.1 4 E•• • • • ] / 4 \ i DOW CQ2aWG�9J i • • • • • • �I ii DOW SILICONE 995 9 ¢ 9A w 19 AT 1/4 POINTS ON LITES 19 AT 1/4 POINTS ON UTES WIDER THAN 36' WIDER THAN 36" GLASS TYPE 'A' GLASS TYPF. 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" lnterlayer —SentryGlas Trosirol PVB I By 'Kuroray Amer", Inc.' CBy 'kuraray America, Inc.' 13/16- H.S. GLASS 1 1/8" H.S. GLASS ZE C 1/4" X 1/4- i E m ' z m \ I FALUM SPACER 4 � 9.1A 10 2 SILICONE � I: I: DOW CORNING 995 o_ o 0 9A w 19 AT 1/4 POINTS ON LITES w WIDER THAN 36' GLASS TYPE 15/32" OVERALL 995 U K cc 1D AT 1/4 POINTS ALL SIZES GLASS TYPE 11/18" OVERALL GLAZING OPTIONS HEAT STREN'D GLASS 090' Interlayer Troeifol PVB —OR kuraray America, Inc.' 090" Interlayer Saflex Clear And Color Glass By 'Ew6nan Chemical Co.' I-3/16' HEAT STREN'D GLASS 7/18" OVERALL 995 AT 1/4 POINTS ON LITES WIDER THAN 36" PRODUCTREVISTD. x complyins with the Florida 17 BuildmB Code i •0?l •� . it S a a Acceptaam e : i Q ATE OF (yam drawing no. Miami ,ass,••..... `�'i�� W07-28 i�rr ��AL 111�� sheet 1.1 of 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . asstcn wAD ceeecm tzo 0 ox slzlss) AiNDOE DIMS. x/0 ST6ffi. 103D7lOBCBVC 1f1TH STBEL RSINYORCRIG CIdS3 TYPE 'A' CUSS 9'YPS4 •B' k �' GL189 TYPE • $' • G1A33 TYPE 4 • 'C • TYPE � C WIDTH HEIGHT EM.(+) NiT.(-) .(+ NT. -) .(+ ) IX1!(�) Mtf.(-) 24' 70.0 7D.0 i0.0• • i0O if0.0• �.0 80.♦i 1f�.4 3B•70.070.0-�•7db }ao•70.oBos,oDs48' 24' 7 rGl+A)SS �V N N n 0 (1/2W) (1/� O q a Q �� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH G7 y�t'd XO OR OX o i g O Q�n la£ b Q t J 0 n J O_ µ a Vl N 8aM zv,ce 3w n �Z� r pp a0 Ca a G ul r m !^ S 3�� W V) O APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. o` R 4 c� ° �e NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ` 7 111 r o a s PRODU( rPEVISEO �- ac ft pl ng with the Flows _ �; Y E BuoB Code M Acccptmtce No •D�II •O3 EOF �� drawing no. '501ExFtmina Date W07-28 WITH ADDL ANCHORGam`".�+�� AT MTG. STILE ENDS Mt t ct 7i/©�AL1N`' ShGe: 2 Of $ 0rx 70. 00 Ir .0 70.0 70.0 70.0 70.0 708D.0 100.0BD-7a.a70.D 7a.D7a.a7a.D7D.aBO.D ,OO.D7z'70.070.070.070.070.070.oBo.D,ao.Dz4'70.07oA70.0•7a!O70R1 •so.o•aB.O•oo.o70.070.070.070.07oeo.otoo.o- 38" 70.0 70A70.0 • 7010.0.0• • •D,0 BO.D •OO.D - 60' 70.0 70.0 70. 7 70- 7Y 70.0 7o.a 70.0 70.0 7a0 70.o BO.D ,00.D - - z4' 70.0 70.0 70.0 70.o Tao 7o.a BOA \oo.o - - 36' 70.0 70A 70.0 70.0 70.0 70.0 80.0 100.0 - - a8' 70.0 70.0 70.0 70.0 70.0 70.0 B0.0 700.0 - - 60' �, 70.0 70A 70.0 70.0 K70.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/INDOA DIMS. T!/0 ST®. REMFORCINC TIITN STEEL RHVPoRCING GLASS TYPE 'A' CLASS TYPES • 'll• ! 'D' CL135 TYPE � • 'C'• GLASS TYPE � • 'C'• WIDTH HEIGHT IXT.(+, INT.(-) +) I .(_ +, .(+) .(-) 54' 63• 70.0 70.0 • 7f�1 • •0.0 • 8Q0 10100.0 •- • •- 70.0 70.0 0.0 0.0 .0 0.0 - - 72' 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 81' 70.0 70.0 70.0 70.0 80.0 700.0 - - 54' 70.0 70.0 70.0 70.0 80.0 100.0 - - 72• 36• 70.0 70.0 70.0• 9A0• • 8�O IO0.0 - • - 81' - - 70.0 � - - 54' 70.0 7t10• 40.G• �0.0 f00.!! • • • - BJ' -70.0 70.0 80.0 100.072'-70.0 rO 70.0 80.0 100.081' - 70.0 70.0 80.0 100.0 - - sa' - - 70.0 70.0 60.0 loo.o - - 6r - - 70.0 70.o eo.o loo.o - - 72' eo - - 70.o j 70.o eo.o i loo.D - - 81' - - 70.0 I 70.0 80.0 I 100.0 - - 54' - - - 110.0 i 97.8 - - BS' 80.0 I 88.1 - - 72' 72• 80.0 81.2 60.0 f00.0 eY 76.3 78.3 80.0 100.0 55-,/2• 70.0 70.0 7D.D 70.G 80.0 ,00.0 - - 79-3/4" 2g• 70.0 70.0 70A 70.0 80.0 100.0 - - 63-1/4" 70.0 70.0 70A 70.0 80.0 100.0 - - 55-1/2' 70A 70.0 70.0 70.0 80.0 100.0 - - 79-5/4' 3g-3/8" - 1 - 70.0 70.0 80.0 100.0 - - 83-7/4" - - 70.0 70.0 80.0 100.0 - - SS-1/2• 70A 70.0 70A 70.0 80.0 100.0 - - 79-J/4' S0-5/8• - - 70.0 70.0 80.0 100.0 - - 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• g3• - - 70.0 70.0 80.0 96.5 - - 83-1/4' - - 70.0 70.0 80.0 95.0 - - 79-3/4' 74• 80.0 100.0 83-1/4' 80.0 100.0 �4.V N O q • 3 Z h n J 6 S ci 0 Qt� �0 pMc AQQ �.y 2A a 114 . �S�C aWsf� o_ J N m Jcv N z JO 0QM 0 ZN� N V 0 d0m N 7� lD J 2G h 0 C A 3 U WOH ADDL. ANCHOR j 0 AT MM. STILE ENDS e NOTE: APPLIED SILL RISER (ITEM #25) REQUIRED WHEN GLASS CAPACITIES ON THIS SHEET ARE N „ (1/3w) (2/-) EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) c • AND FLORIDA BUILDING COMMISSION ,° n N d 8 % DECLARATORY STATEMENT OCA05-DEC-219 d o u o =? `1`ttu 1 u U1T�77 v�.� I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCT RFVISEO q• ��t as cmnely mB with the Fkm iaa I_ _ XO OR OX D�Ia®Ecnoe A�«pmnarx •0 !%Q3 E Minn Dnc .A��� drowing no. By W07-28 Miami glttn IN1t� Egh 3 of 83 of 8 DESIGN IAAD (:APL - P F (0 0 0 SIZES) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1�� N O Z m 3 Q b Q ; m Z g Q �G-c Q: �E� q�g Q W P F O J „ m I g U N N i O " N QQM Z ul� $w n H1�-7U a Uzlg. < a0m " 0 Q n a: J ani O I J�l WTM ADOL ANCHOR WfTH ADDL ANCHOR AT IITGSTILE ENDS AT - SOLE ENDS NOTE: p/{w) p/3w) (1/,yw)GLASS CAPACITIES ON THIS SHEET AREr,;BASED ON ASTM E1300-09(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2191uL u r7 fv1% OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 1'RODU(.•TREv75FA a I }• XOX XOX $WMC-1111, dugS-id, the FloridaAEAPPLIED SILL RISER (ITEM #25) REQUIRED WHEN `� �drawing n,�� WO%-28 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. �t'C`��� 7j7j111 1111�� sheet 4 of 8 DESIGN TA►D CAPACITY - PSF (YOR SIZES) WINDOW DIMS. i/0 STEEL REINFORCING 11ITH STEEL REINFORCING CLASS TYPE 'A' GLASS TYPES • 'B' 'D' CLASS TYPE • C. • • GLASS TYPE • 'C • WIDTH HDGHT ERT.(+) IM.(-) jXT.lf) IN1;(-)• 1 -) +) 7z• 70.0 70.0 •Toe •�.D •Bos •ao.o • •• B4• 70.0 7D_D 1p.o 7p.D .o -• � 98' 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 1oe' 70.0 70.0 7D.o 70.o eo.o foo.o - - n• 70.0 70.0 7D.o 70.o eo.o foo.o - - 84' 70.0 70.0 70 .0 .0 - - 9B' 3fi' 70.0 70.0 70.0 • TE.. • •80.1 1m.0 • • - • - 108' 70.0 70.0 70.0 .0 • 80. .D 72' 70.0 70.0 70A1•7D,0 •8•.0 tOD.O • 64 70.070.0 70.0 70.0 80.0 100.096'70.0 70.0 70.0 70.080.0 100.0108'70.0 r 70.0 70.0 80.0 100.072' --70.0 80.0 100.0-70.0 80.0 100.0 - 96• - - 70.0 P70.0 80.0 . 100.0 - - 108• - - 70.0 80.0 100.0 - - 72' - - - 80.0 f 00.0 - - 96' - - - - 80.0 t14.1 - - 1oe• - - - n.9 77.s 60.o Iao.o 74' 70.0 70.0 70.0 70.0 80.D 100.0 - - f08-1/4' 28 70.0 70.0 70.0 7C.0 80.0 f00.0 - - 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 - - 106-1/4' 38-3/B' 70.0 70.0 70.0 70.0 80.0 f00.0 - 108-1/4' 38-3/B' - - 70.0 70.0 80.0 100.0 - - n1• - - 7o.D 70.o eo.o 100.0 - - 74• 70.0 70.D 70.0 70.0 80.0 100.0 - - 106-1/4' 50-5/B' - - 70.D 70.0 80.0 1W.0 - - 111" - - 70.0 70.0 80.0 100.0 - - 74' - - tO.D 70.0 80.0 100.0 - - fOfi-1/4' 63' - - 70.0 70.0 80.0 96.5 - - 111' - - 70.0 70.0 80.0 95.0 - - 74' - - - - 80.0 92.3 - - 106-1/4' 74' - - - - 73.6 73.6 BO.O 100.0 111' - - - - 72.0 72.0 80.0 100.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS TYPICAL ANCHORS 1BY SEE ELEV. SEE ELEVS. WOOD BUCK FOR SPACING METAL FOR SPACING SRTUTRE F____________________l r------------------� ', d '°.a • d ' ' I* ! EDGE DIRT. ' • • • I 1 MIAMI—OADE COUNTY APPROVED i I EDGE DIST. j I j .. d ' • •.-. , •; i • • • .. • e . ' • • • • MULLION & MULLION ANCHORS • • \• �� j SEE SEPARATE NOA t� ,�'���,: ;• • Ij EDGE DIST. I I I - I 13��uj-- 20 TYPICAL ANCHORS 6 SEE ELEV. jl jl jl jl II II II II FOR SPACING II II II II II Ij II Ij SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i ii SILICONE OR ACRYLIC SEALANT. a, I li li a WEEPHOLES: a o W !- !i !i !i 12 W1 - 1' X 1/4' WEEPHOLES IN PAIRS K I (2) ON VENT AREA AT 2' FROM ENDS AND 26' O.C. W (4) UNDER FIX. LITE AT 18' O.C. ij ij II II 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. APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 i f 4 da I � d ° TYPICAL ANCHORS W2� i I SEE ELEV. FOR SPACING EDGE DIST. P v. 1BY 7 . •' .o WOOD BUCK • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED . complying whh dh Florida Building Code Accen. m 17-0717 t TYPICAL ANCHORS ELEV. 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' DIX ULTRACON BY 'ELCO' (Fu-177 KSL Fy-155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRACE 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) 912 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 fc = WOO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN_ JUL ?Ji� `�YUenIA i I 1 3 drawinO W079-28 Z H j � H P i I JN N 1a5E2 Uj'k a � i 0 Z_ML awl` " of m Uzv� r aim } b n g Na,0 r . . ••• .•. . . • .. .. . .. .. •.• N I ^ • • . • . • MIAMI-DADS COUNTY Z • • • WIOiI,r • • • • • • • APPR.D CUPPED MULLION •+ / • • I/4. MAX. SEE. NOA/� TYPICAL ANCHORS O 12 • • • 0 • • • • • DO • • • • • • 11 SPRING LATCH 0 00 OPTIONAL TO SHIMS O TYPICAL ANCHORS r• / _, SEE ELEV. m 1/4' MAX.III FOR SPACING Q SHIM 21 SEE ELEV. I �_ _ _ I G .v-. v D.L. OPG. 18 FH SMS FOR SPACING I I I I ffuu �NyuI METAL 2/ LATCH 1 I I G ofo STRUCTURE _ _ -� �r_ _ _ _ • I I i I __ _ $ b n cr H • ,'v, �I 1� Q122 _ ____SCREEN OPT10 ________ � .._.. _..___..___.. ..___.._.._._.._. .._.. _.._.._.. _.. 23 3 /,,� I ,' I Q W 0 f .x W ZX3 FOAM PAD 5 14 D.L. OPG. ^ 4 AT TOP k BOTTOM 4A r WINDOW WIDTH WINDOW WIDTH -j N lWHEN REINFORCING BAR REGO. v LOADS EXCEEDS 70.0 PSF Y N EXTERIOR " Joµ Q WINDOW WIDTH 1WOOD BUCKSi v � M XO LAYOUT p < M L STYPECAL ANCHORS OX OPPOSITE z ZIn N FOR SPACING. 3 W O1 � m tV V= I -)Om ^ �!aVmN � ui VENT WIDTH VENT WIDTH $ 3 v 1/4- SHIM H N 1/4" MAX. / !` D.L.OPG. O OPTION& TO D.L.OPG. 12 MAX' TYPICAL ANCHORS SHIM `c 1 t SPRING LATCH SEE ELEV. FOR SPACING � 21 18 FH SMS 2/ LATCH METAL n STRUCTURE 2 WOOD B11C1( STRUCTURE a 23 - --SCREEN OPTIONAL :.__-- : - ----- SCREEN OPTIONAL---- '" w _____ 3 w 0 08 � o � n S D.L. OPG. 14 S ` 11111111I// ' 4 4 19 REINFORCING BAR REDD. P��"'•• V�i i •1 WHEN LOADS EXCEEDS 70.0 PSF i EXTERIOR PR()L?ol REVISED withdw _ s; CofM151yi with the EietYda WINDOW WIDTH Huildins Cods = +i Hal .0 XOX LAYO Evastim D9. A OF l(j drawing no. mimii �;� Ss•., o 1at,"'��°�; W07-28 sir/�OAIALIE�`�� sheet 6 of $ 3.312 1 II -1r-•078 Qt FRAME HEAD FRAME SILL .062 - 250 .437 1.424 . . ... . . . ... .. .. . . . .. .. . 1.328- I 564 • 4i • • ••• ••• •• © VENT TOP/BOTTOM RAIL O SILL TRACK I�-1.797 .078 3.000 3.200 3 937� .97 2.281 0 FRAME JAMB (VENT SIDE) 36 �J 1.500 �1 80 JAMB STILE 2.312 - 3 078 f---F 1: 1 U MEETING STILE 2,687 .078 644 644 1.474 1.248 .05O .155 SW �51 1.875-- 1.177 .050 1.177 .969 .200 IfT;ll 90 .6115 -0ICI 1 O FIXED MTG. STILE .176 -II .O63 3D9 .184 0 24 EXTERIOR GLAZING SPACER GLAZING BEADS (3/8" GLASS) 26 SILL RISER SCALE 1:1 .050 .551 r -y.551 j•-i .�I I 6t-I .1112 .050 1.177 1.177 L .oso 1.m 1- .615 .216 .184 9A ;g.1/J 98 ) FRAME JAMB (FIX. SIDE) GLAZING BEADS (7/16" GLASS)\/ GLAZING BEAD (LAM. INSUL. GLASS) 1TBY PART QUANTITY DESCRIPTION ILATERIAL NANF./SUPPLIER/RKMARES 1 SIW201 1 FRAME HEAD 6063-T6 - 2 SIW202 1 FRAME SILL 6063-TB - 3 SIW213 1 SILL TRACK 6063-T6 - 4 SIW2O4 2 FRAME JAMB (VENT SIDE) 6063-T5 - 4A SIW131 2 FRAME JAMB (FIX SIDE) 6063-75 - 5 SIW208 1/ VENT FIXED MTG. RAIL 6063-T5 - 6 SIW107 2/ VENT VENT TOP h BOTTOM RAIL 6063-T5 - 7 SIW1O5 1/ VENT VENT INTERLOCK 6063-T5 - 8 SIWlD6 1/ VENT VENT, JAMB STILE 6063-TS - 9 SIW112 AS READ. GLAZING BEAD (3/8- GLASS) 6063-T5 - 9.1 SBV728 AS READ. ALT. GLAZING BEAD (3/8- GLASS) 8063-T5 - 9A SIW1OB AS READ. GLAZING BEAD (7/16" GLASS) 6063-T5 - 9.1A SIW127 AS READ. ALT. GLAZING BEAD (7/16- GLASS) 6063-T5 - 9B SDY117 AS RECO. GLAZING BEAD (LAM. INSUL GLASS) 6063-T5 - 11 2K358B22 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH ENO - MASS0UD A: BROS. CO. 12 SIW1O9 2/ VENT SPRING LATCH, AT 15-1/2- FROM EACH END 6063-TB - 13 - AS READ. FRAME h 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 SIW2O7 4/ VENT ROLLER HOUSING A: GUIDE DELRIN - 18 SIW2O8 2/ VENT ROLLER - BRASS OR ST. STEEL 17 SIW2O9 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WDW. BAFFLE NYLON - 19 - 2/ LTTE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDM - 20 W232OlNr AS REDD. TOP & BOTTOM RAIL WSTRIPPING - ULTRAFAB OE EQUN. 21 93O28L AS REOD. FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/I6- BOX 23 L14S13 AS REOD. BULB W'STRIPPING - SCHLEGEL 24 5531 AS REQO. EXTERIOR GLAZING SPACER, DUROMETER 7O±5 SHORE A SANfOPRENE CENTRAL PLASTICS 25 5530 AS READ. INTERIOR GLAZING SPACER, DUROMETER 7O*5 SHORE A SANTOPRENE CENTRAL PLASTICS 28 SBV211 AS REOD. SILL RISERI 6063-TS -1 1eO --In-r� .240 � 140 �LLLLffff"""L-i ?5 INTERIOR GLAZING SPACER SCAT 1:1 !)J C ' CUP .838 v 1.122 PR D ?REVISBC B-Ift y�a� W11L16r Code .078 Aoce ce Net -0 e��. 1.304 By 1z SPRING LATCAi-i Dam Ode Prolua( EOF �� drowing9 no. R10" W07-28 c I AL111�.� -eat 7 of R . . ... . . . ... . . . . . . . . . . . . ... . . . . ... V � ....... .. .. 01 z� ..... .. . . .. /�A mat .. . . . / 16d z$�6 N I Y JN N VENT TOP/BOTTOM CORNE;I RS FRAME TOP CORNER = J ,n 'm uj v FRAME TOP CORNER & O Lu to o OQM I. Z In t— V a 13 13 Qom S 3nw ti tnmo 2. .. Noosa •`o�Q88 c `1111111111//1/�/ �-� �'i20DUC'T REVISED d i u ccwplyl ilt� the Flelfda _� a �. �' Ace<ptm-t49 -0 '03 9 e e Data FRAME BOTTOM CORNER FRAME BOTTOM CORNER 011 drawing no. AT MOVING END AT FIXED END By '�� �'•�Cl�I� �l0%-2$ FIXED MTG. RAIL CORNER Nti•m ��iss/�A � ��/((11jj11111� sheet A of 8 'DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE(NOA) S1W Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Reach, Florida 33445 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION I1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade-goy/econowny SCOPE: ...:.. ..:. ....:. This NOA is being issued under the applicable rules and regulations governing the use of coxsetxvction mat"Is. The; • • • . documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produot•Control• gQofion tabs.. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdtd1W fAHJ): • • ..:..' This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoMy'Productqcollarol Section.; • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have'this product• or material tested for quality assurance purposes. If this product or material fails to perform in the accejii &i*nner'ti1'e' " manufacturer will incur the expense of such testing and the AHJ may immediately revoke„ rbdj , or•susp.nd the;uae• •: of such product or material within their jurisdiction. RER reserves the right to revoke this acetpMct, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has beendesianed to comply with the Flnrirla R„ildino t-e A - �, DESCRIPTION: Series "600 KM Aluminum Sliding Glass Doors (Dry glazed) w/wo Reinforcements RevE,frueaenes um Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on MAR 23, 2016, prepared by Al-Farooq Corp., 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 Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement, shims & Sill adapter options 2. Min Three (3) tracks are required for all configurations. Optional 4-tracks & 5-tracks may be used. Min four (4) pairs of cluster anchors (total=8) are required at each Head interlock / astragal ends and three (3) pair anchors (total=6) at Sill interlock/astragal into Conc. I or 2x buck to be properly secured and to be reviewed by AHJ. 3. Glass Iites wider than 36" shall have two setting blocks per FBC requirements. 4. Max. Panel width not to exceed 48" wide & 98-1/8"high. For series "Hi -Rise" any numbers of panels are allowed which can be fit into overall continuous max door frame height-- 100-1/4" & frame width= 423" and not to exceed max allowable frame area of 294 ft2. 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 & renews NOA #15-00528.16 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda. P.E. MIAM!-DADE COUNTY NOA No. 17-0717.06 Expiration Date: August 31, 2022 Approval Date: August 31, 2017 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS "' • .... 1. Manufacturer's die drawings and sections (submitted file referenced Qgvg ; ...... • • 2. Drawing No. W12-24 Rev C, titled "Series 60OKM Alum Sliding Glass I) Door{ ", sl;e�tS 1 •. through 12 of 12, dated 05-25-12 and last revised on MAR 23, 2016, prepam+l;y Al-Farooc} ••,•; • .... Corporation, signed and sealed by Javad Ahmad, P.E. • • • • ...... .... .... B. TESTS (submitted under files#15-0528.16/13-1212.10/#12-0611.03) • • ; • • ; ; . . ..... .. ; .. • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per I$UAS 202-914 3) Water Resistance Test, per FBC, TAS 202-94 ; • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-SN • • . .. ; • • • •; 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of ON3= and OXXX aluminum reinforced/non-reinforced Sliding Glass Door, prepared by American Testing Lab of South Florida, ATLSF # 1222.01-11 dated 04/27/12, signed and sealed by Henry Hatem, P.E. Note: This file has an addendum letter #2, dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5th Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprenel21-67W 175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated May 30, 2012, issued by American Testing Lab of South Florida, signed and sealed by Henry Hatem, P.E. G. OTHER 1. This NOA revises NOA #12-0611.03, expiring 08/31/17. t • �� 4 �' Ishaq I. Chands, P.E. Product Control Examiner NOA No.17-0717.06 Expiration Date: August 31, 2022 Approval Date: August 31, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS ' ' • 1. Drawing No. W12-24 Rev D, titled "Series 60OKM Alum Sliding GlAVpcor (LM;Y', sheets ..... 1 through 12 of 12, dated 05-25-12 and last revised on JUL 06, 2017, pry Pared by •AI'-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. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) & FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renews NOA #15-0528.16, expiring 08/31/22. haq I. Chanda, P.E. Product Control ExaAainer NOA No.17-0717.06 Expiration Date: August 31, 2022 Approval Date: August 31, 2017 E-2 .. .. . . . .. .. . . . . . . . . . . . .... . .. ... . ......... .. .. . ..... THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES '600KM' ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. DOOR WIDTH (4) PAIRS • ANCHORS RI PAIRS AT FRAME HEAD • • ! AT HEAD/SILL/JAMBS 18" MAX. 6' 6' • •5 3/8' MAX. I EACH LOCATION SHOWN HEAD/SILL 3" • HEAD SILL A - • • • CORNERS ---- �- II II • II I II I I u u II </I= n n II n I II ' Y ' II II - - - -- 1/ 1 FALSE MUNTIN 41 3/8' 41 3/8- I OPTIONAL D.L. OPG. (3) PAIRSZ TYP. WEEFS D.L. OPG. AT FRAME SILL AT CENTER OF 48" MAX. EACH PANEL PANEL WIDTH 48- (MAX.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED 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 TYPICAL ELEVATION NON-REINF RESIDENTIAL SERIES (MAX. 4 PANELS) DAYL(TE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT — 7.375' D.L.O. WIDTH = PANEL WIDTH — 6.625' DOOR HEIGHT = PANEL HEIGHT + 1.875' .� �f�REVT3Efl wk� rlr Fb/N! iJ _ + 1�o-7t7•04 B6tc AUtn�F , za2'Z 'IV J: 1 1. ( L� - J v � I vi n _ OQp O ZNJ _ aaUm H U 0 1(Jw `U 3 LUt/`11111111111/////'' PJ�•'!!kq�'% - 7�0502 ATE OF�drawing no. �''•. o.... S.. W12-24 �.. e. aG.� . . . . . . . . . . DOOR WIDTH • w • ADDL PAIR REDD. • AT HI -RISE SERIES ONLY (4) PAIRS • • • FOR FWJEL WbANCHORS IN PAIRSTHS ABOVE 40' AT FRAME HEAD • • s • • • • • • • • • • • • • AT HEAD/SILL/JAMBS 18' Mm. 6' 6• • • • 5 3/B` MVC(. • . • • • • • EACH LOCATION SHOWN HEAD/SILL 3' HEAD/SILL • CORNERS s • • • • • •.•.-___t • - - • 1 D1 D D2 E1 D1 C II T. II II II II II II l 'I B FALSE MUNNTW OPTIONAL 41 3/8' 41 3/8' D.L. OPG. D.L. OPG. (3) PAIRSSILL J TYP, 48• MAX. AT FRAME -AT CENTER OF SILL TYPICAL ELEVATION EACH PANEL PANEL WIDTH 48' MAX. __._ ....__. onur ul_o±cc erolry NOTE THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR S TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH - 48' MAX. DOOR HEIGHT = 100-1/4- MAX. OVERALL DOOR FRAME AREA - 294 SO. FT. MAX. OVERALL FRAME WIDTH = 423" tv m v m g � I N z O > n a zfl1w� - � 3 UivQ W n _ v �Um N N ?o � tpmo � V O FIFAXKIGrR2YV D eaa•M43, wadwFudb „y 17- 071-7- 04 641�I%eMf�p�Bal e��A��,,e1�,_i �tAL N*fro -ue� will �P'D-•AM�ii 5412 '• ATE OFF drawing no. .... W12-24 • • s•• • • • ••• • • • • • • • • • • DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH RICHES DOOR HEIGHT WCHES 1/2' SRD7 SPACE 8/8' SRDE SPACE NON/-REDW. RE9D1ENiMfL �R�S STi. WMIERLOCK • �[S� S H. I LACE( LE REINF. • RI-RL�S SERIES h; WTI G. SERE -1) I P,RT.(4rj •TNT.(-) •EXT.(+ • INT.(-) 47-7/16 82 50.0 • 60.0 9id, 8.0 90.0 110.0 48 50.0 60.0 90.0 28.0 9a.0 110.0 47-7/16 48 B4 50.0 60.0 90.0 98.0 90.0 110.0 50.0 60. 90.0 98.0 90.0 110.0 47-7/16 48 90 50.0 4 60i •90 98. 5il.S 110.0 50.0 0-60.504 990.4 •9B.• • RO.O 110.0 47-7/16 48 96 50.0 0606 090 •98 90.Q 110.0 50.0 80d 9D.0 •980 * OW.6 11 D.0 47-7/16 48 98 50.0 60.0 90.0 9B.0 90.0 110.0 50.0 60.0 90.0 98.0 90.0 110.0 47-7/16 100-1/4 50.0 60.0 90.0 9S.0 ..a 110.0 0 INTERLOCK MTG. STILE/LOCK STILE NON-REINF. RESIDENTIAL SERIES STD. INTERLOCKS AVERAGE PANEL WIDTH - DOOR WIDTH NUMBER OF PANELS ALL EXTEPoOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 4' SILL HEIGHTS. FOR 2-3/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 50.0 PSF FOR 2-1/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 45.0 PSF SEE SHEET 7 FOR DETAILS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS NEEDED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLrRATORY STATEMENT DCA05-DEC-219 Di E1 71- INTERLOCK MTG. SnLE/LOCK STILE REINF. III -RISE SERIES H.D. INTERLOCK ITEM PART / QOANTITY DESCWTWN MATKU" LANF./SUPPUKR/REMARKS 1A 702 1 3 TRACK FRAME HEAD 6063-T6 18 SIW-DO4 1 4 TRACK FRAME HEAD 8063-T6 - 1C SIW-001 1 5 TRACK FRAME HEAD 6063-T6 - 2A 701 1 3 TRACK FRAME SILL 6063-T6 - 2B SIW- 105 1 4 TRACK FRAME SILL 6063-T6 - 2C SIW-002 1 5 TRACK FRAME SILL 6083-T6 - 3A 703 2 3 TRACK FRAME IAMB 5063-T6 - 38 SIW-006 2 4 TRACK FRAME JAMB 6063-T6 - 3C SM-003 2 5 TRACK FRAME ,IAMB 6063-T6 - 4 709 1/ PANEL PANEL TOP RAIL 6063-T6 - 5 710 1/ PANEL PANEL BOTTOM RAIL 6083-TG - 6 705 1/ PANEL JAMB/LOCK STILE 6063-TB - 7 707 1/ PANEL STD. INTERLOCK STILE 6063-T6 - 8 708 1/ PANEL H.D. INTERLOCK STILE 6063-T6 - 9 706 AS REOD. ASTRAGAL STILE 6063-To - 10A 704B AS READ. 2-1/4' SILL ADAPTER 8063-TS - 108 - AS REOD. 2-3/4' SILL ADAPTER 6063-T5 - 10C 704A AS READ. 4' SILL ADAPTER 6063-T5 - 11 900 AS READ. REINFORCEMENT 6063-TB - 12 703A AS REQD. JAMB ANCHOR COVER 6061-T6 - 13 - AS REQD. GLAZING CASKET SANTOPRENE CENTRAL PLASTICS 14 W22285NK AS READ. FIN SEAL PILE W'STRIPPWG POLYPROPYLENE ULTRAFAB 15 9270 AS READ. BULB W'STRIPPINC VWYL - 16 D7505AMW AS READ. PILE PADS - ULTRAFAS 18 - - LOCKS - AMESBURY HARDWARE 19 - 2/ PANEL ROLLER ASSEMBLY - - 21 1 114 X 1-1/2' 2/ CORNER I PANEL ASSEMBLY SCREWS - PH SMS 1 /4' HEAT STREN'0 GLASS 1'MODUC f RXVMBD=0 8.9 I"tilleF110" R 100' Interioyer -o71 •b� SentryGlae 'Kuraroy 2.2 1r By America, Inc.' 1 p 11I^i/4' HEAT STREN'D CLASS i ur a GLAZING DETAIL 9/16' OVERALL WANATED CLASS �NSF... • TE OF�((M� drawingR no. s........ W12-24 • • • • • • • • • • 0 ••• I G D •C ,•, • a D j�F p • • ••• ••• •• o- Lt EXTERIOR XO ( SH0 * ••• e•. 000 •• XX (SHOWN) OX • •.• • • • • . • • • a ..1I.• •• 11 11 C D E M o— EXTERIOR OX-0 (SHOWN) 0—X0 1-1/2- X 1-1/2- x 1/8- ALUM ANGLE AT TOP & BOTTOM /SECURED TO FRAME & STILE WITH J10 SMS, (1),PER LEG c D D c g XOX (SHOWN) tO O ��— XXX (SHOWN) c D E D c o- -o OX—XO (SHOWN) VON—REINF. RESIDENTIAL SERA APPROVED CONFIGLIRATIONS UPTO MAX. 4 PANELS NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) Ppwcravam :. ::w*4G 4 mkb,* Fb" AOPep"'°`Ne IoL Aj, yr\ RESIDENTIAL SERIES WITHOUT REINF. arawing no. W12-24 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . a �C b XO (SHOWN) OX C F b o- XX (SHOWN) C E N o- OX-O (SHOWN) 0-XO G 6 b o- XOX (SHOWN) XXX (SHOWN) REINF. HI —RISE SERIES APPROVFT] QQNFI ATION� UNUMITED PANELS MAX. PANEL WIDTH - 48' ME - i •" .. 1-1/2' X 1-1/2- X 1/8' .. _ALUM ANGLE AT TOP & BOTTOM SECURED TO FRAME & STILE WITH /10 SMS. (1) PER LEG .. lJ �F q h Z 0 NOTE: W IL C G CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY 0 (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) yyt���ti THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. g 4 OR 5 TRACK O If O FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT 04 a MAX. NOMINAL PANEL WIDTH = 48' �• tl� MAX. DOOR HEIGHT - 100-1/4' Q n MAX. OVERALL DOOR FRAME AREA - 294 SO. FT. MAX. OVERALL FRAME WIDTH - 423' Q J N c• gq 11w" z a BQ o Q Zv)' Ow �m M j UZv r dU } u ucrrtEVlren wM� Ale Flpr{� E3 & n 3 O _j m LAJ �•iaMb'ly Vl Mute Ni 1 -07f •Q( EMk,A,b Date -9�Z O Yi+r7r� � elKicb m � � o ei pig REINF. HI —RISE SERIES WITH REINF. _20 ............. �.En••... � ATE OF drawing drawing no. W12-24 R . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . r ,r _m- vi � � D o �I OX—XXX (SHOWN) OXX-XXO (SHOWN) REINF_ HI -RISE SERIES APPROVED CONFIGURATIONS UNUMIIED PANELS MAX. PAND_ WIDTH - 48• NOTE CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48" MAX. DOOR HEIGHT - 100-1/4" MAX. OVERALL DOOR FRAME AREA = 294 SQ. FT. MAX. OVERALL FRAME WIDTH - 423" raonuc r itevarcp � � � � 6• MtY t4 ileq� � + a woaw•.Q N• 717.OL �'•WD•te� �,�Z o5 � aat�n,�. REINF. HI —RISE SERIES o „� WITH REINF. ° -avs •�o R S " a o C �: �P•'va�vsF� � � Q ATf OF,!(� drawingv ......9�' G��� no. W 12-24 jj SHIMS OPTIONAL L.' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS PARS ELEV. FOR SPACING C CLUSTER OF 4 PARS AT STILE ENDS EE ELEV. FOR SPACING 1 BP OR 2B'• WOOD BUCI• • • N, :EE:1012 BLALOW) • • • i ' •- • • • EDOE DIST: • :...3.a/4•...ry. • ••• � • conertET�- MIN.- .. •• •• • Li I NV=1 ••• • • ^N SECURED TO EACH JAMB (2) /8 X 1/2" FH SMS PoURED k HARDENED I ` HIGH STRENGTH GROUT .�.� f'c - 5000 PSI MIN. NOT BY SIW MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN PAIRS CLUSTER OF 3 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PARS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING QQ�Q TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1(4" DIAL ULTRACON BY 'FI M' (FU-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONIC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED INTO CONCRETE (HEAD) 1-3/4" MIN. EMBED INTO CONCRETE (SILL) i-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4' DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MLAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (NO SHIM SPACE) 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 = 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. TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING N METAL EDGE RES (SEE BELOW) q ,rZ a C p°U N 0ILogi 0y'It1: MIAMI-DADE COUNTY in g APPR'D MULUON SEE SEPARATE NOA 1 a Z 1 �W 50_ TYPM/1L ANCHORS IN PARS CLUSTER CF 4 PARS AT STILE ENDS ��nn SEE ELEV. FOR SPACING to v 3,M a oa ~z a0Ca � vi m ►Robot F 0 V ` MI71 t1e Fh.*k Nmo Oak e �f.>W 1►yr c� �"` � � i 4 C w qo D5 PROPERLY SECURED 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM v o �fl ANDTRANSFER THEM TO THE BUILDING STRUCTURE. N\111111111/,, N N J //, N A ) ^•7 `��`�p•.••�•FNBF ••• LIMIT MAX. LIMIT MAX. LIMIT MAX. T3 ro a EXT.(+) LOADS EXT.(+) LOADS EXT.(+) LOADS TO 90.0 PSF TO k.'O PSF TO 45.0 PSF OF RESIDENTIAL SERIES drawing no. '%'2S,' a?!°►. ' G'�� W 12-24 HI -RISE SERIES �/lf111111111\ sheet 7 of12 . . •.•• . . •• .. .. .• . .. .. .• . . . . . . . . . . TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING • • : • •�1EQ1'IDLI OT 28Y WQIA BUCK• (!ME EiONIM I • DIST. S.1/4�.. �• _� _ • 1 )GE � CONCRe,c• r ,.MIK .' I.I'.. '.• • • 1B • • • •• • ••• •• fin• • 4 TRACK FRAMES ANCHOR LOCATIONS O TYPICAL ANCHORS -3 ROWS C O SEE ELEV. FOR SPACING S 1/2' MAX. SHIMS SEE Dp IN SHEET 3 n � 3 � � Z v n EM. ^ 'CONCRETE....: EDGE DIST. • 1 �/BI': MIN. MIN. SHIMS OPTIONAL ICAI ANCHORS IN 3 ROWS ' CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING CONCRE7@� _. .. O � 5 TRACK FRAMES ANCHOR LOCATIONS © t O C � Fil CONCRETE EOG DIST. . OPTIONAL TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS SEE El". FOR SPACING 1BY OR 2BY WOOD BUCK 6�N j Z n p (SEE NOTE ON SHEET 7) h 4�/ 4 Q� R g U 1:1 it9 xS z n 3=0W IBC � cyan \"N TYPICAL ANCHORS C� IN 3 ROWS SEE ELEV. FOR SPACING Q O µJ Wu 1/2'MAX QWI2r SHIMS SEE Dp IN SHEET 3 0 o m � r 3 3>M C] a 3 ZU1� 'ZLi_ of m U QO' i d U m �Vi rlLLJ r rrtouucrareneeo ,,' •rglfYly wh• UX Nr1i Am*umm.Ne o'717.OL [yMrb• D•Le�Z EXT. I NNIN� I TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING <<`�, � iJl``���JP,Q l0ij• �4,,� r n .705e2 drawng9 no. W12-24 'A�AAiT111 Al j ��`` sheet 8 of 12 . . ••• . . ••• .. .. . .• . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PAIRS /8 X 3/4' FH TEKS SEE ELEV. FOR SPACING rAT 4' FROM ENDS 1/2' MAX. I AN. 12' �.C. • • • • SHIMS • • MAIL PANEL WI[YH • 481 • • • SEE Dp IN—r-•—iT • • • • • • • SHEET 3 • • • • • • • • • • l 1. 1 • • D.LO• • • �i• • • O •v 1 8 7 - • • 14 E 15 ----- -----zi - 1BY OR 2BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2' MAX. ,o . .... SHIMS SEE Dp IN SHEET 3 v EXTERIOR PANEL WIDI MAX. OVERALL DOOR WIDTH - 189 3/8' MAX. SHIMS SEE Dp IN SHEET 3 METAL STRUCTURE = (SEE SPEC-',,,., 7) 1 `I OH /8 X 3/4' FH TEKS `AT 4' FROM ENDS / AND 12' O.C. NON—REINF. RESIDENTIAL SERIES O 1/2' MAX. TYPICAL ANCHORS w IN PAIRS SEE ELEV. FOR SPACING Z g r 3 1/2' MAX. SHIMS •D h Z SEE Dp IN SHEET ! Q ? n! vg6 al u . agg s 0g�; N• z � �a Lj v � IXT. 0 q i c � gaM 25 Z u) J § Lou VZU a � ui m PICAL ANCHORS PAIRS u'1 -i F ELEV. FOR SPACING N y, C', O �OWCf AEy� � •M tiOt"Fl�et•t 25 A N. 71 .- `` YJ•M �i� i •t No. 70502 7EOF.lV� drawingv na. W 12-24 Y�t�NAL 0����` sheet 9 of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . N N • • • • • • Z 3 • • • • • • • • • • • • • 06 h • • ••• • • • •• P Z • • • • • • a • • • ••• ••• •• N U TYPICAL ANCHORS IN PAIRS /8 X 1/4' FH TEKS F SEE ELEV. FOR SPACING AT 4'•FgOM•ENgj • • • • • • • 1/2' MAX. AND 12' 0.0 • • • • • • • v ON 0 411 �z�_ asf� m N a oan Z In 3� �Z� a QUmBY OR 2BY EXTERIOR N \-,WOOD BUCKS PANEL WIDTH �Nr SEE NOTE SHEET 1 3 r' V) a,OVERALL DOOR MOTH (MUl-Tl PANELS 24�-B' MAX.) k O 0. Pfto cr an7ams = soy=�a 88gS ` o � c pJP�••'l!'!M�� 70592 OF 'lyc drawing no. REINF. HI —RISE SERIES �./pyAL•����` 111\ sheet�Qof�2 � � � �_ Nam•' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4.775--y ..... • 0 .... 6.400- .953 �(�Uju N N .125 • • , • : • • • •1.B7+SQ-4 • ,1256.025 1.577 1.975 Ll P2. .125 1.577 A68 q el Q ; Z N_ 3 • 1.875 F • 1..7'7 • • i • • I .4 -250 075 IA 3 TRACK FRAME HEAD • .250 • . • • • • 1e 4 TRACK FRAME HEAD .075 1C S TRACK FRAME HEAD I4c _j-.075 1.471 .050 .124 .075 HARDNESS 73 SHORE A .570 TENSILE STRENGTH (100x S1RNN)- 408 P51 CCry co 3r 1" N Q g g • j�4.937-y • 125 I • • . •.•---•-•--•--•-•6.563 • • L 12R• • • 8.188 I 725 �+• 1.D00 .5700- : , : n b : :..n .. .57000 r� 1.000 r� .500 �-f 1.000 TENSILE STRENGTH (OREAK). ,DSa PSI ELONGATION AT BREAK - 4.,. .i a r T 7.084 I� 1 �I -A SPECIFIC GRAVITY - 0.98 W 7 6 43es e.ea GLAZING GASKET SANTOPRENE :S Q 5.2 O 3 TRACK FRAME SILL 28 4 TRACK FRAME SILL 2C 5 TRACK FRAME SILL 13 EXTRUDED BY 'CENTRAL PLASTICS' SCALE 1_1 O 1.250 ,.250 7.250 1.2I50 L 3.187 1.812 .082 1zs I I .125 � v O N N Q J O m tzso 1.375 1.375 .949 1.651 1.680 2.375 3.625 I S Q M 1.375 1.141 Z_Ln4 w .250 5.000 6.625 250 8.250 .250 Q STD. INTERLOCK STILE Z12 Z12 I .J12--7 V m �j Z Q .1 d U m N .080 .250 .080 � � -¢ 2-1/4' SILL ADAPTER 2-3/4' SILL ADAPTER O 4' SILL ADAPTER �j g Ul }- N � N � " to m o 949 0 80 3.128 O 3 TRACK FRAME JAMB 3B 4 JAMB rE 3C 5 TRACK FRAME JAMB .Oa2 ,1E6 I 1.812--I .346 .045 "Oi1UC f EEVIsm �a wNi tie Fbd& I'1. gle-Z E�Miu Omw >'D' - w TRACK FRAME �y 1z30 .949 Q H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER OM U m m a j� .. •V sos-�a im N r .100 3.165 1.375 '1� 4.222 3.812 •-� 1.765 949 �. j�1.585� 3.187 .,,^ :... .. I�i ) J J Gil/ `\ o 1.375 .082 3.070 L 2.528 ]E2- r.082 _`P'.082I220 949.949 " y-(3 Y-- �V 1.230 .123-1.812� ]]]LI 1.036 F� I 1.812�1 ' I= * '• • ' - • ATE OF. i v b drowing no. ,�j/�.� 01, 12-24 O PANEL TOP RAIL Q PANEL BOTTOM RAIL Q ASTRAGAL STILE 11 REINFORCEMENT © JAMB/LOCK STILE ``` sheet T 1 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 21 �•w • • • • •00, .. . . . . . FRAME ... TOP CORNER PANFL BOTTOM CORNER SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. FOR LEGS TOP G 1/4- DIA WEEPHOLES 1/4' X 2-1/2' WEEP SLOT IN FRONT LEG �` n o -#8 X 1/2- I FH SMS o o 0 SILL CORNER CLOSURE ALUM BRAEK METAL e FRAME SILL BOTTOM LEGS TRIMMED TO RECIEVE TROUGH 5-1/4- X 2-1/2- X 3/8' g� O J ALUM BRAEK METAL TROUGH SEALED TO FRAME SILL WITH �� n SIKAFLEX URETHANE SEALANT Vi M `• ENTIRE PERIMETER TO PREVENT WATER LEAKAGE u E C L� 3 Ztn� 'i lil \ M 0 W a 133 � ///dam` 5-i/4" 2-1/Y � 3 LnLd (710 FRAM �1 I BOTTOM VIEW 2 u - TROUGH READ. AT CENTER OF EACH PANEL H + SILL ROTATED 90' TO SHOW WEEP DETAILS c S m o A �� " a WIeaO.�D.U�Cyy��r,�Q¢y�p � i n etld4tt.�ivwkb QB nwYL 70M A 2�22 4 A 1"^ �o... TE OF ./y�^ drawing no. OR1DF;. \,�� ` M IAM I -DADS was DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miainidnde.eov/economy . . .... ...... SCOPE: •••�•• •••• •••.•• This NOA is being issued under the applicable rules and regulations governing thq use of pphtructioK• • • • materials. The documentation submitted has been reviewed and accepted by M1ugi, Dade C4Wlty•RER ; .. Product Control Section to be used in Miami Dade County and other areas whera allured by tb.e Authority.:,,* Having Jurisdiction (AHJ). • • • • .. This NOA shall not be valid after the expiration date stated below. The Miami -Dale qVty Product Control • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Courfty) reo,pyg:be right• • • : • to have this product or material tested for quality assurance purposes. If this ploduct.or material fails tp.. perform in the accepted manner, the manufacturer will incur the expense of such testing and the*QHJ mad • immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hiah Velocitv Hurricane Zone. DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: 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 D dated 07/10/17, 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, 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. NOA No. 17-0731.05 t Expiration Date: January 27, 2020 U4 Approval Date: September 28, 20I7 /;rPage 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's: A. DRAWINGS 41000,% 1. Manufacturer's die drawings and sections. • 2. Drawing No. W09-54, titled "S-400 Alum. Outswing CasemeV4& w. (LA5�, sheets 1 through 6 of 6, dated 10/13/09, with revision B dated M2IA14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, PX' • • • • • • • • • .... .... B. TESTS . .. .. . .. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94...... 2) Uniform Static Air Pressure Test, Loading per'MC T j§ 202-94 3) Water Resistance Test, per FBC, TAS 202.94 . . 4) Large Missile Impact Test per FBC, TAS 26l- 94• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., 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, dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t6 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-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Statement letter of conformance, complying with FBC-51' Edition (2014j;enc1 of no financial interest, dated August 18, 2014, issued by AI-Farooq 3�oOuation,•Sighed and• • • sealed by Javad Ahmad, P.E. . 000 *00000 606 2. Laboratory compliance letters for Test Reports No. HETI-09-2599. JIETI 09; 2599B; • • • HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HEM1.09-2610; •.. issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/099,Signed an7&sealed by•.:•• Candido F. Font, P.E. . . . .... .. ...... (Submitted under NOA#09-1021.09) . ...... G. OTHER 1. Notice of Acceptance No. 12-0223.06, issued to SIW Impact WiiidoWs, L1,Cf'their • Series "S-400" Outswing Aluminum Casement Window — L.M.I., approved 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.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014) and FBC-6'" 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. Prod t 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"' Edition (2014) andTI3'CZ EditwA (2017)..•.•.. and of no financial interest, dated 07/07/17, issued by Al-Farooq;Cerporati!on, signed...:. •'••. and sealed by Javad Ahmad, P.E. 000000 • .... ...... .... G. OTHER .... ..... • ...... .. ..... . . 1. This NOA revises NOA #14-0926.14, expiring on 01/27/20. • • • • . . . .. • • • • • • Jorge M. Plasencia, P.E. Profruct Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-3 .. .. . . . .. .. . . . . . . . . . . . • • . •a• • .... . .. ... .. • ••• • • • • •• • •• • • • • • •a• •• SERIES S-400 ALUMINUM OUTSWING CASEMENT WINDOr 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-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (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 12 6" q I I � ^I II / n I q 0 3o n I I p NJ � n --- 111 = 11 \ II 29 3/8" I II �MAY�BEUSED 35" TYPICAL ELEVATION MULTI POINT LOCK J a Jo n N as Lu 0 ce Z V) �0 1 � Vi Nrno TYPICAL ELEVATION TWO POINT LOCKS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 4 0 n 8 =. SHUTTERS ARE NOT REQUIRED. AN, PRODUCT PRODUCT REVISED d as comps ing with the Florida • 70592 Building Cod• NOA-No. 17-0731.05 Expiration Dat•0112712020 • • OF drawing no. BY —54 Nlam uct Control ���/ ��` !! e 1 of 6 .. .. . . . .. .. . . . . . . . . . . . DU31GN LOAD CAPACITY - PSF 1RI4DOA DINS. 2 }ORAf LASS • • •�iTT PO CK • CjABB4 'A B C V 8 A' • GGIASS ra" 'B' & 'l1♦ • GT jS3 TYPE D' WIDTH HEIGHT EXT.! EM.t4) 1Ni.(-) 26-1/2" 38-3/8" 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 32 37• 42" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 • .0 O.0 70.0 80.0 80.0 80.0 80.0 70.0 • 70.0 • •0.0• i0.4 0. 80. • • 80.0 80.0 26-1/2" 32' 37• 42• 50-5/8 1 70.0 7p.0• 0.0 -21.L 080.0 a 80.0 • 80.0 ... 70.0 ?0.0• C/0.09 /00.00 080.0 80.0 80.0 80.0 70.0 70.0 D.o 70.d •aD.e • •soa • 80.0 80.0 70.0 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 00.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 - - - - 80.0 80.0 - - 26-1/2" 32" 37" 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" t84" 43.2 432 43.2 80.0 80.0 49.3 49.3 - - - 80.0 80.0 - - - - - 90.0 80.0 - - 26-1/2" 32" 37A 37.1 37.1 80.0 80.0 42.4 42.4 - - - I - 77.6 1 7.8 1 - I - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT STREWD GLASS .090" Interiayer Troalfol M 6Y 'kummy Americo, Inc.' pF. 1/8" HEAT STREN'D GLASS Z m �10 11 �. 3 SILICONE n O., i DOW CORNING 995 n a U AT 1/4 POINTS UTESWIDER GLASS TYPE 'A' THAN 36_ ONLY 11/32" OVERALL SS r1co, Inc.' 4T STREN'D GLASS SILICONE DOW CORNING 995 n 1/0- HEAT STREN'D GLASS 09D" Intedayer Z e ; SentryGlcs By 'Kurway Americo, Inc.' b F °j 7j 1/8' HEAT STREN'0 GLASS s O 1 � ' v µW�I 0 10 11 e 3 0SILICONE OLif.I 10.1 DOW CORNING 995 0 IL 0 4�ti E �aj�L b6 `•C o AT 1/4 POINTS �i f W 33 ON LRE.S WIDER GLASS TYPE 'H' THAN 36" ONLY N 11/32e OVERALL w JO 1/8• TEMP. GLASS] N "AIR SPACE HET SREN'D GLASS tao eayer tPrl Troalf 4aV8 Li moI k090• ByraA-rica, Inc.' z a0a3 N 1/8" HEAT STREN'D GLASS In } CARDINAL XL j EDGE SPACER I v 0 ST. STEEL h (n p n ." SILICONE /-DDOW CORNING 995 11 I I I I I I AT 1/4 POINTS t�t ON UTES WIDER O AT 1/4 POINTS LY AL THAN 36' ONL. SIZES GLASS TYPE 'D' 11/16" OVERALL 'n m^ . GLAZING OPTIONS PRODUCT REVISED b ae compiyLa with the Florida ; 5B2 tiullding Code NOA-No. 17-0731.05 Pxplmtlon Date01/2712020 - •'•. OF •, � drawing no. i p•; (��` Miam ac)'ro uct Contrauet Control W09 -54 III II111111 sheet y of 6 ge .. .. . . . .. .. . . . . . . . . . . W000 BUCK • • 4 ib. • 4 • �• w- t0 O O TYPICAL ANCHORS `SEE ELEV. FOR SPACING / • • • . ♦' Nf • • • • • •00 • • •00 Gi :.4 TYPICAL ANCHORS SEE ELEV. FOR SPACING z FOR SPACING TYPICAL ANCHORS -AGING NWAI-DAOE COUNTI' APPROJED 1 MULLION k MULLION ANCHORS SEE SEPARATE NOA MOE ' i TYPICAL SEE ELEV. FOR r SEE ELE to Z a 0� PI% gat � z 0 q� 00r 0 0. 0 13 W000 BUCKS AND METAL STRUCTURE NOT BY S.LW. TYPICAL ANCHORS: SEE ELM. FOR SPAGNO = d v m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI• Fy.155 KSI) 3 U n AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 3 a 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C o In v THRU 1BY BUCKS INTO CONC. OR BLOCKS 30 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) M 0¢ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ZIn� DIRECTLY INTO CONCRETE OR BLOCKS �1 3H m 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) � F � U U - . EMBED INTO BLOC JAMBS d m n A14 SMS OR SF1F DRII i IN . S .REINS (GRADE 2 CRS) uj r G INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR JT y10, 1Q INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy — 36 KSI MIN.) ' (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE o C C R P P- INTO CONCRETE AND MASONRY — 2-1/2" MIN. 9 INTO WOOD STRUCTURE — 1' MIN. • g INTO METAL STRUCTURE - 3/4" MIN. 2 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. .. n C-90 GROUT FILLED BLOCK AT JAMBS t'm — 2000 PSI MIN. _ _ i o PRODUCT REVISED b as eonglVing wiN the Florida No }• Bugmng C • - NDA-No. 17.0731.05 *••Q�: * _ Expiration Date 01127/2020 drawing9 no. W09-54 c M1a -Da roue ontro ' AL TITBIT I11TT sheet 3 of • • ••• • • • ••• . . . . . . . . . . • • . 0 . • • • • • • • • • • • • • • • • • • • • • • MULTI POINT O LACK SYS 9 1/4' MAX. SHIM m P3 • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. O u >+ J • • • • • • • • • • • • • FOR SPACING g Z n a Opp" • • • •• ••• • • ••• ••• •• • • • • • • • W METAL u• �j STRUCTURE tll • • • • •• • • • a • • • • • • • • • • • • • • • • • • • • • LATCH KEEPER 2 PER JAMB LIP TO 31-1/2' WOW. HIS. a gill in co, I C TYPICAL ANCHORS • • • • • • • 3 PER JAMB UP TO 47' WDW. HTS. O d r g SEE ELEV. FOR SPACING 4 PER JAMB UP TO 63' WDW. HTS. �1 Asd O:'"M 2SNUBBERS PER .KMB tP TO 31-1/2- WDW. HTS. 8 PER JAMB OVER 63" WOW. F/IS. � i w - 3 PER JAMB UP TO 47' WOW. HIS. 4 PER JAMB UP TO 63' WOW. HIS. 7g 1/4• um -V, $ ,J 1/4' MAX. O B PER JAMB OVER 63" WOW. HTS. NT 2 S D LOCK YS. SHIMS m C SHIM 14 13 B 1B., WOOD BUCKS TYPICAL ANCHORS SEE L 1 1 2' ------------ ---------- SCREEN OPT --------- . FOR SPACING J N N J p — — pLdA _.._.._.._._._. _ zn, o W fo U r aUm N EXTERIOR 3 12 14 D.L OPG. A' SINGLE VENT WINDOWS 2 • 2 d P........ PRODUCT REVISED' ,3 �omplyln with the Plodda Buildi� Cod• - ylk NOA-No. 17-0731.05 Expiration D 7/202D. By . •. ��i drawing no. W09-54 Yllam • ro •lit ontro `py�y \ sheet 4 of 6 ���ilul1111\ • •• • . •e• • • • . ... a.. • • • • •• • • • • •a• • • • • % 0 • • • • • • • fir••••••, PRODUCT REVISED as complyTn with the Florida 7002 = Bolldinp tore NDA-No. 17-0731.05 EaPimtlon Dat 1f27l2020� OF By NNam a rodmcontrol 11/11l1 111` ,emu a U pr p�c1 F Z 4 O V GGGGGf{iif U ro p E. 5 �Qg Q LL j �p�opp' g Q W Q f J tz O m JJ Nrn JO ^� n In �z�rN D Um N N (Om c 3 $ $ o �a�8S6 ON-1-1-1 o •• :- $ SEALANTS: ALL SCHNEE VENT CORNERS SEALED WITH SM-5504 SEALANT. FRAME AND MOREHEAD drawing no. cheat of 6 II'SM N0. PART N0. QDANTI7'Y DBSCIUPTION M17'SBIAL 1fANF./6DPPrleN/B6MAA83 1 SIW40/ 1 E HEAD 6063-TB - 2 SIW401 h • QtAME SILL • • 8083-TB - S SIW401 1 NA Go Jl�IB-MNG• SIDE • • 8063-T0 - 4 SM'401 •1 • FRAL�i JAMB- TC S • • • 608rT6 - 5 SIW402 i VENI•TOP RAL • • • • • • • � • 808rT6 - 8 SIW402 1 VENT BOTTOM PAL 6063-T6 - 7 SIW402 1 VENT SIDE RAIL -HINGE SIDE 6083-TB - 8 SIW402 1 • SI RAIL-lA7CH 9DE 6083-T8 - 9 2J1S8 AS REAL. SNU•8Ei• • • • • • • ST. STEEL TRUTH HARDWARE f0 SIW112 AS REQO. (5)I8'1iLAfi) • • • 80B3-T8 - 10.1 SIIV128 AS REOD. ,VS,•CLA•INC•BEA� (CJ(16' G S) • 6083-TB t0A SN/117 AS REQO. C WC FAD tl1/iB• N�JL •L•SY) • • 8083-TB f08 SAV108 AS READ. OlA2NG BEAD (7/18' GLV^S} 8083-T8 - 108.1 - AS REOD. ALT. GLAZING BEAD (7/18' GLASS) 6083-T6 - 11 5ST1 AS RE00. EXT. GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTNAI. PLASTICS 12 9JL12 AS REDO. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 1J APT425 AS RE00. INNER COMPRESSION SFAL - SCHLEOEL SYSTEMS 14 RIS40-SS 2/ CORNER CORNER LOCK (1-3/4' X 1-3/4' % .054' 7HK.) ST. STEEL SULLIVAN do ASSOCIATES 16 35.13 2/ WOW 4 BAR HINGES -HEAVY DUTY 5T. STEEL TRUTH HARDWARE 17 52.13 1/ WOW SINGLE ARM OPERATOR - TRUTH HARDWARE f7.f 32858 1 OPERATOR GASKET A82 - TRUTH HARDWARE 172 32833 1 OPERATOR SPACER .2J6 - TRUTH HARDWARE 17.3 21546 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 f OPERATOR SPACER .189 - TRUTH HARDWARE 1B 30175 1/ OPER. TRACK 5T. STEEL TRUTH FNRDWARE 19 2425 2/ VENT LOCK ASSEMBLY (SINGLE POINT LOCK SYS.) - TRUTH HARDWARE 19,1 21498 2/ VENT SPACER (SINGLE POINT LOCK SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE PONT LOCK) 5T. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 19A,1 21708 2/ VENT SPACER (MULTI PONT LOCK SYS.) - TRUTH HARDWARE 19A.2 21800 1/ LOCK SUPPORT PLATE (MULTI POINT LOCK SYS) - TRUTH HARDWARE 20A J1301 AS REDO. KEEPER (MULTI POW LOCK) - TRUTH HARDWARE 20A.1 2t SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POLAR LOCK} - TRUTH HAROriARE 20A2 32a2t AS REOD. DE BAR GUIDE (MULTI POINT LOCK) - TRUTH HARDWARE 20A3 - 2/ GUIDE TIE BAR GUIDE MOUNTING SCREWS (MUCK POINT LOCK) - /10 % i-1/4' FH SMS 21 - 1 5/18' BOX SCREEN - OPTIONAL 22 - 2/ CORNEA FRAME Y VENT ASSY. SCREWS CRS %10 z 1-1/4' FH SMS 23 - 6/HINGE HINGE MOUNTING SCREWS - %10 x 3/4' FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - i10 x 3/4' FH SMS 2S - 2/KEEPER KEEPER MOUNTING SCREWS - /10 x 3/4' FH SMS 27 - 8/OPERATOR OPERATOR MOINTTINC SCREWS - p10 X 1-1/4' F11 SMS 28 - 2/LOCK LOCK �ccruw Y MOUNTING SCREWS - �10-24 % i/2' FH MS TYPE F 29 - 2/SNUBBER SNUBBER YTG. SCREW - /10 x 3/4' FH SMS 32 5530 AS RE00. INTERIOR GLAZING SPACER. Dl1ROMFTER 7035 SHORE A SAMOPRENE CENTPAL PLASTICS 33 - 2/ 11TE SETTING BLOCK EPOM DUROLLETER BStS SHORE A . . .... .. . . .• .. .. . .. .. .• . . . . . . . • . . • • • • • . • • •.a •.• •• .. • • .•• .. ••• •• •• • • FRAME VENT .045 . 4 I I -$" I .912 1.177 .81}2 .OI to ta.t GLAZING BEADS (5/16- GLASS) T.2eo� �-1I ' 177 L GLAZING BEAD (11/16- INSUL GLASS) .0451r 1.551r .et�2 I 1.177 1e 2 7 .218 toe t0a.1 GLAZING BEADS (7/16- GLASS) 14 A FRAME CORNER PRODUCT REVISED as eom ingg with the Florida Building od. NOA-Mo. 17-0731.05 Expiration D240-0 /27/2020 By Mlam R7�JWrGdaet Control a lE '.j drawing no. ' MIAMI-QADE 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.miamidade4oyIeconomy 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•ft•use of cexstructioa.... materials. The documentation submitted has been reviewed and accepted by iVIiM Made (:ejinty. RER--:..* Product Control Section to be used in Miami -Dade County and other areas where allowed by the ?authority* • • • • Having Jurisdiction (AHJ). : • 0 : 9 : ' This NOA shall not be valid after the expiration date stated below. The Miami -Dane County Produc; Control' •"• Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade*J:du4ty) re�ervp the ri*9.... to have this product or material tested for quality assurance purposes. If this product or mate.9W *fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includinsz the High Velocitv Hurricane Zone. I13ESCRIPTION: Series "100 StormSafe" Aluminum Single Hang Window — L.M.I.1 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 rn'°`Ma°p'°E COUNTY NOA Date: May 10, 2022 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 Hffi Wdw. �LOVJ.)", sees sheets 1 through 5 of 5, dated 01/29/07, with revision D datede1XV.4j15, pljpa red by Al-Farooq Corporation, signed and sealed by Javad Ahmad, PiE*. -' • (Submitted under previous NOA No.15-0528.18) 000• • • • . . B. TESTS •..•• ...... 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 100 aluminum 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 51 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 W19114, 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 5* Mditiah C2014),•gV�•of nc financial interest, dated 05/19/15, issued by AI-Farooq Corporatiop-Signed" sealed..::. by Javad Ahmad, P.E. '" • . .... •.s..•.• (Submitted under previous NOA No.15-0528.18) • 2. Laboratory compliance letter for Test Reports No.'s IIETI�:4A40, .#4.1� 4042��000. 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050' aaa 2122, •issued by • •. Hurricane Engineering & Testing, Inc., dated 09/21/06, signectaiidvaled by Rafael E. . • Dorz-Seda, P.E. • • • • • (Submitted under NOA No. 07-0214.05) • G. OTHERS 1. Notice of Acceptance No. 15-0528.18, issued to SIW Impact Windows, LLC for their Series "100 StormSafe" Aluminum Single Hung Window - L.M.I., approved on 12/24/15 and expiring on 05/10/17. 2. NEW EVIDENCE SUBMITTED 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 Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 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 5m Edition (2014) and 66 P Editiop(�01 n, • and of no fmancial interest, dated 07/20/17, issued by Al-Fardgeerporatir�nr, signed...% and sealed b Javad Ahmad P.E. • Y ' .... .... ..... G. OTHERS •..... .. • 1. This NOA revises NOA #16-1129.06, expiring on 05/10/22. •• •• • of ...... ...... • . ...... .. . . . 0000 orge M. Plasencia, P.E. oduct Control Supervisor NOA No. 17-0731.06 Expiration Date: May 10, 2022 Approval Date: October 05, 2017 E-3 • . •a• • ..•• • ... 000 . • .. • • ••• • • • • • 53 1 • • • • • • • • • • WINDOW • • • • • • • • FALSE NUNONS D.L. I (SURFACE APPLIED) MAY BE USED A • • • • • •• • • •aa• F I 0a l U It It II 04 II II II II �0 �0 11 II ADDL. ANCHOR REDO. FOR VAUTMS ABOVE 48' ONLY SERIES 100 STORMSAFE ALUMINTJM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 k 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S H /S H OR SINGLE HUNG WITH OTHER • il'o Jg 49 1/2" EQUAL LrrES TYPICAL ELEVATION TESTED UNIT WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THESE WINDOWS ARE RATED FOR LARGE @ SMALL MISSILE UPACT. MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURE FROM WINDOW5 OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS h 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 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.•. LIFE SAFETY OF THIS PROOUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DOES. CLASS TYPE 'AI CIA SS TYPE 'Y CUSS TYPE 'C'I GLASS TYPE 'D'I GLASS; TYPE 'S' WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) 1NT,(-) EXr.(+) iNr.(-) EM.(+) 1NT.(-) EM.(+) 1M.(-) 19-1/8- 28-1/2- 32' 37" 1. 48' 53-1/8' 28- (4) 70.0 70.0 80.0 BOA 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 W.0 120.0 70.0 70.0 80.0 800 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 50.0 120.0 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 80M 80.0 12MO 70.0 70.0 80.0 120.0 7ao 70.0 80.0 80.0 80.0 120.0 70.0 70.0 8010 120.0 19-1/8" 28-1 2 30-3/8' (4) 70.0 70.0 80.0 80.0 BOA 1-0 70.0 70.0 80.0 120.0 70.0 70.0 MO 00.0 60,0 12MO 70.0 70.0 80.0 120-0 32' 3T 42" 48' 53-1/8' 70.0 70.0 80.0 80.0 00,0 120,0 70,0 70.0 80.0 1200. 70.0 70.0 80.0 80.0 80.0 12a0 70.0 70.0 50.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70,0 70.0 aO.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 $0.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/6- 26-1/2' 32" 3T 42- 48- 53-1/8 S _5/0, (8) 70.0 70.0 50.0 80.0 80.0 120.0 70.0 70.0 $0.0 120.0 70.0 10.0 BOA 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 70.0 7a0 80.0 80.0 80.0 12a0 70.0 70.0 80.0 120.0 M0 o 70.0 80.0 e0D 80.0 120.0 70.0 70.0 e0.0 120.0 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 5G.0 120.0 70.0 70.0 80.0 120.0 19-1/8' 26-1/2' 32' 37' 42- 48- 53-1/8" 63' 16) 70.0 70.0 50.0 80.0 W.0 120.0 70.0 70.0 eO.0 120.0 70.0 70.0 90.0 80.0 60.0 120.0 70.0 70.0 1 eO.0 120.0 70.0 70.0 80.0 80.0 50.0 1200. 70.0 7MC 80.0 120.0 70.0 70.0 50,0 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 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 12C.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• 4V 4W 53-1/8' 74-t/4 (8) 70.0 70.0 80.0 W.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 RO.O 80.0 00.0 120.0 70.0 70.0 W.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 -10.0 SOD 120.0 70.0 70.0 50.0 e0.0 ao.0 120.0 70.0 70,0 80.0 120.0 70.0 70.0 1 80.0 80.0 80.0 120.0 70.0 70.0 W.0 120.0 - - 80.0 80.D 80.0 120.0 70.0 ..0 80.0 12C.0 - - 00.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 1 26-1/2- 32' 3Y 42' 48- 53-1/8" 78^ (8) 70.0 70.0 80.0 80.0 W.0 120.0 70.0 1 70.0 80.0 120.0 70.0 70.0 60.0 80.0 W.0 120.0 70.0 70.0 80.0 120.0 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 80.0 120.0 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 80.0 120.0 70.0 70.0 80.0 120.0 SHORN RYT.(+) LOADS REQUIRE ADD -ON BILL RAMP REDUCE EAT.(+) LOADS CAPACITY TO +70.0 PSF T/I.THOUT RAMP. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. J PRODUCT REVISED = as �pyln� vMh the Florkla - Building Coda NOA-No, 17-0731.06 •0 Expira on Date 05/10/2022 B Niam Product � OF .�A-0 draMingo no. W07-07 • ... • . ... • • • • • • • • •• • • • • • • • FM.9E MW1U1� • I (SURFACE APPLIED) MAY BE USED \ • • • • • • • m y J ANN. CLASS 090' Interlayer r S.fl- Clear And Color Glow 1 By 'Eastman Chemical Co.' `1 T--1/9" ANN. GLASS ZM I is S \n 3 j� 15 0 4 � S 8.1 1 O1 ADDL ANCHOR 4A, A13 PEOD. FOR WIDTHS - ABM 48' ONLY SILICONE Q DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 38" ONLY GLASS TYPE 'A' r-3/16' ANN. GLASS 3/16' H.S. CLASS \ 090' Interlayer .090" Intertoye Saflex pear And Color Glass SantryGloe by 'Eastrrwn Chemical Co.' �By K -y N 3/16' ANN. GLASS 3/16' i A qq 15 15 li �i li I� Y it it 1 I I SILICONE 53 1/8' 6" Ulm. HEAD CORNERS I �m N u< 49 1 /2' a1 VENT WIDTH 'o UNEQUAL LTTES (ORIEL TYPE) TYRCAL ELEVATION TESTED UNIT UNEQUAL LTFES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. GLASS TYPE 'A' GLASS TYPE V GLASS TYPE 'C' GABS TYPE 'D' GLASS TYPE T WIDTH HEIGHT EXT.(+) 1KT.(-) ExT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+)j1NT.(-) DEL(+) 1NT.(-) 19-1/6" 26-1/2- 32' 37' 42. 4a' 53-1/8' 50-5/8_ (5) 70.0 70.0 80.0 MO 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 BOX 120.0 70.0 70.0 60.0 $0.0 80.0 120.0 70.0 70.0 MC 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 BOO 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 30.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 60.0 120.0 70.a 70.0 00.0 120.0 19-1/8' 28-1/2' 32' 37' 42' 4a' 53-1/8" �• (6) 70.0 70M 80.0 80.0 60.0 120.0 70.0 70.0 60.0 120.0 70.0 70.0 50.0 80.0 80.0 120.0 70.0 I 70.0 80.0 120.0 70.0 70.0 80.0 80A 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 60.0 80.0 80.0 120.0 70.0 ' 70.0 80.0 120.0 - - 80.0 80.0 MO 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 00.0 120.0 70.0 70.0 80.0 120.0 - - 60.0 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 (8) 70.0 70.0 80.0 80.0 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 1 70.0 80.0 120.0 - - 80.0 80.0 60.0 120.0 70.0 70.0 80.0 720.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 I _.0 - - 60.0 80.0 80.0 120.0 70.0 70.0 - - - - 60.0 BO.0 80.0 120.0 - - - 60.0 60.0 90.0 120.0 70.0 70O - - 19-1/8' 26-1/2' 32' 37• 42" 48' 53-1/8" 1. (8) 70.0 70.0 80.0 80.0 90.0 120A 70.0 70.0 80.0 12G.O 70.0 70.0 80.0 80.0 80.0 120A 70.0 70.0 80.0 120.0 60.0 60.0 80.0 120.0 70.0 70.0 BOA 120.0 60.0 60.0 80.0 120.0 70.0 70.0 - - - 60.0 80.0 80.0 120.0 70.0 70.0 - - - - 00.0 60.0 80.0 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 120.0 70.0 70A - - SHOWN F.XT.(+) TOADS REQTNRE ADD -ON SILL RAMP REDTICE ]MT.(+) LOADS CAPACITY TO +700 PSF WITHOUT RAMP. �i/6• TEMP. GLASS ' NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JNAB. 1/4' AIR SPACE r-1/a' .SPACE r-1/8" H.S. GLASS PRODUCT REVISED as complying with the Florida & R 090' Mterlayer 090' Interiayer Building Code Safi" Cle- And Color Glass rSentryGlae NOA-No. 17-0731.06 I� c.' By 'Eastman Chemical Co.' �By 'Kummy Amcrioa, Inc! 4 I i R g P Expiration Date 05/10/2022 s� 3 kSS ` -1/8" H.S. GLASS 1/8' H.S. GLASS By io e DOW CORNIt 995 8 DOW CORNING 995 CD 8B t AT 1/4 POINTS ON LIES AT 1/4 P01NTS ON LAKES O 13 WIDER THAN 36. ONLY 13 WIDER THAN 36" ONLY GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS MI.M • Pmdmt Control w but 15 4 nnIS m a.IA v c �co II � 11 �acm L'Lw, 1\t1111111#,,1, u \\ mot'► AF�, �//� :. VC''EN`Qf o SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 I 70602 o si T 1/4 POINTS ALL SIZES 13 AT 1/4 POINTS ON LTTES WIDER THAN 36' ONLY .h OFF drawing no. GLASS TYPE 'E' �' �` ''.. !v� .t�• WO7-O7 /11111ilk\\\\\ eheei 2of 5 • • • EDGE DIS•. • • • • • •' • ANC•OR3 TYPICAL ANCHORS • • ' • • • •� • • • SEO Ems.• • SEE dam• FOR SPACING ley • • • • POI• SP•CING • - W000 8UCK - ..�..•r '. 4 • • .. • • • .. • • • • • EDGE METAL f____________ _______ 1 r____________ i MIAMI-OADE COUNTY 1 i 'i a ' . T DISi. I STRUCTURE II APPROVED II MULLION R MLIUION ANCHORS 1 e - • . I I SEE SEPARATE NOA •:fie • EDGE GIST. 1 •.. • • • • I .• • L- ______ __________� 5 j `1 TYPICAL ANCHORS 1 SEE ELEV. ! ar FOR SPACING 4• e Q SMS PER BRACKET TYPICAL ANCHORS SI FOR SEALANTS: FM SMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH LATCH SILICONE OR ACRYLIC SEALANT. NAL TO 1T15EPHUL ;5: G LATCH 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 SPADING 1/4' DIAL ULTRACON BY 'ELCO' T,177 KSI, Fy-IIW KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY 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) #14 SMS OR SELF F DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMNUM: 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 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SJBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) (NO SHIM SPACE) STEEL' 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR ,IAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Ltt111111III/r, ��tat a 1: L c 0 Lm itg2� N n Q�a�Ed � N v N m JN p>n LL a ZtnEJL � 3W aUm � � 8 3n , H Nrno� PRODUCT REVISED s as rmplyin� wM the Florida Building- Cod• NCIA-No. 97-0731.06 lxpiratton Data 05/'10/2022 �OF ,•�/. drawing ra. Nlam • W07-07 D —__.. _ R rr1UlI1j11` sheet 3of 5 • • • • • • • • • • • • ••• • • • • ••• • • • • • • 3 �V. 4 • • • ••• ••• ••• Z n 1m;) • q J r Nq x m 1 • • • • 6 4 6 Q • • • •• •• :•• •• o • ••• • • • • • 09 Eol • • • • • • • • • p W •• • • • • • ••• •• V� APPRD� CLIPPED PAARAMTEE N�OA 0 O < 4g TYPAL ANCHORS � p SEE ELEV. O $ ¢ FOR SPACING IN i---�i �Z&�J_ rr __ II II _rl aI II + 1 V - Z JO_ � tn� 0 ro Q EXTERIOR �' _a Zg WINDOW WIDTH WINDOW WICTH 3 w = n U a �N} h TYPICAL ANCHORS 3 r- cSEE ELEV. h m In p d \FOR SPACING VENT WIDTH \ 1/4' MAX. TYPO 1 4' SHIM SEE EL ANCHORS MAX. D f6 X 3/8' SHIMS TYPICAL ANCHORS / SEE ELEV SHIM a � FH SM.S TYPE B SEE ELEV. MAX FOR SPACING , 7 14 21 FOR SPACING y 3 76 C a STRUCTU E X11 OR o c n `�OR o ARM N n ``t117 Ilil l/rA�7 3 EXTERIOR P�...... D.L. OPG. (FIXED) lay 'sF � I g WOOD BUCKS PRODUCT REVISED 5, as with tha norlda Build Coda WINDOW WIDTH NOA-No. 17-0731.0646 Expiration Date 05/10/2022 / hOF � drawing no. BY -07 Mlam D product Control��� 7/Q:dAL7�`��� sheet 4of j 1'1811 / IFAIRT / 88OD. DSSCIOPTlON 1fAT@DAL IGNF./SIJPPIIS@/BEYABBS i 1 FRAME HEAD 6063-T62 1 FRAME SILL B083-TB - 3 2FRAME .LWB 6083-TB - 4 1 F1XID MTO. RAIL 6p63-T8 - 5 7 VENT TOP RAIL 6063-T6 - 6 SiW106 1 VENT BOTTOM RAIL 8063-T8 - 7 SIW707 2 VENT SIDE RAIL 6063-7'6 - 8 SIW108 AS ROD. GLAZING BEAD (7/16' GLASS) 8063-T6 - B.1 SIW127 AS ROD. ALT. GLAZING BEAD (7/18' C1A53) 8063-T6 - BA SIW712 AS ROD. GV2:NG BEAD (3/B' CLASS) 8083-TB - S1A SI7Y126 AS ROD. ALT. GLAZING BEAD (3/B' CLASS} 8063-TB - 68 SIW717 As ROD. GLAZING BEAD (LAM. INSUL GLASS) 6063-TB - e $M109 2/VEltT VENT LATCH O 9-}/4' FROM ENDS 8063-TB - 10 - 1/UTCH LATCH SPRING ST. STEEL - 11 SIW113 AS REOD. GUZ:NG LEG SPACER SAHTOPRENE - 12 SIW124 t 581 RAMP 6063-T5 - 13 - AS REDO. SETTNG BLOCKS EP�M OIATONEIER BOtS SHORE A 14 - 4/ VENT VENT GUIDE NYLON - 15 E2021BKN4020 AS REgO. GLAZING BlA9 VWri NEOPRENE ULTRAFAB 18 �10 X 1-1/2' 20 FRAME h VENT ASSEMBLY SCREWS CR5 PH SNS 17 - 2/VENf SWEEP LATCH (OPTIONAL) ZM4VC BUILDERS HARDWARE 1B (W23201 NG0000 AS REOD. VENT W5TRIPPNG O EXTERIOR (.1871Y X .200'H) - ULTTiAFAB OR EQUIV. 16A � W33321 NG0000 AS REgO. VENT W'STWP?WG O INTERIOR (.187'W % .320'H) - ULTRAFAB OF EOUN. 1B I CIB301NW AS REOD. BULB WSTRB'PWG O VENT HORQ.( .18714 X .300'H) - CENTRAL PLASTICS 20 I 9388E AS REW. FRAME SI • ... • • • • ••• • • • 3.D00 • .5`,•1 • • .. FRAME HEAD Im U MEETING RAIL —T_ 7.177 1.177 .030 1.125 S-- • •.E1L !050 1.1 � .815 • 02: • • • •184 .30D .184] • 0lAZlliG :EA'py. �/1 '•CLASS)• GLAZING BEADS (3/8' CLASS) 52 + .8112 � 1.177 o7a 3.000 I1.248 GLAZING BEAD (LAM. INSUL CLASS) 1.618 i S00 I .078 2.312 �t a48 —1 n VENT TOP RAIL l'J FRAME JAMB 1.122 1 �4 .079 1.495 .780 Q VENT LATCH 87 12 SILL RAMP I---3.120 ---------- i U VENT BOTTOM RAIL 1.373—{ 1z4a Ale ,. 7.875 937 .581F- F-3.000— 0 VENT SIDE RAIL Q FRAME SILL 3.386 PRODUCT REVISED as,comp with the Ftorida 6uihiinq Cod• NOA-No. 17-0731.06 e>rplr•tion O 05/1012022 uoa • roductControl FRAME BOTTOM CORNER 4 I'm 9 C z m 00 "v • g;Sgo cr O" O 0 Sao O'sS�ge& IQwig N � v N • JN N JO i 'A Q J C LWJ N 18 Cj Cz d V m N � may)• v O VENT BOTTOM CORNER -' • 4 n o' h N r 7•'-•V 13 ` 70502 ' AIE OF �.�� droWing no. ' MlAMI- MIAMI-DADE COUNTY Lam, 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: • •"" • • 000 This NOA is being issued under the applicable rules and regulations gover n ingiar� 1 - a* a of coflgtx vion 000 materials. The documentation submitted has been reviewed and accepted by MRide Couniy'RER - • •; • • • Product Control Section to be used in Miami Dade County and other areas where 4~ by the • u&rity "' • • Having Jurisdiction (AHJ). ...•.. ..•.•. • This NOA shall not be valid after the expiration date stated below. The Miami-DadeCount� Product Qontrol •. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade (:ougty) reser'e thYright • to have this product or material tested for quality assurance purposes. If this prodEet of materia l•fails to ;' • • •; perform in the accepted manner, the manufacturer will incur the expense of such testing and the• Al may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-425 & S426" Aluminum Fixed Window - L.M.I. APPROVAL DOCLTMENT: Drawing No. W09-55, titled "S-425/426 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, 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, 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# 14-0926.16 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. -0918.05 Mu►rtwADe CO Expiration / Expiration Date: January 27, 2020 3 / Approval Date: November 09, 2017 /0'30 1 0 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. W09-55, titled "Series S--425/426 Aluminum Mad Tdw. (LANE)")", .' sheets 1 through 9 of 9, dated 10/13/09, with revision C dated•O8#.2-1•/14, prepared by • • • • % Al-Farooq Corporation, signed and sealed by Javad Ahmad, P`r. :....: .... .... . . .... .... ..... B. TESTS ' ...... .. . ..... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • •' • • • • • • 2) Uniform Static Air Pressure Test, Loadings :?.ZC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 *94 • : ... : • • • • 4) Large Missile Impact Test per FBC, TAS ;'JJJA .. ; • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared by American Test Lab of South Florida, Test Report No. ATLSF-1201.01-10, dated 05/12/11, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1021. 10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum fixed casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2627, HETI-09-2629, HETI-09-2630, HETI-09-2633, HETI-09- 2625, HETI-09-2626A, HETI-09-2626B and HETI-09-2626C, dated 10/06/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-1021.10) 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). Jorge M. Plasencia, P.E. Prdguct Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. 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*{ � 11/1 �, • • • 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNeluours & Q., Inc. .' for their "DuPont Butacite® PVB Interlayer" dated 09/08/1.-jxpiringr» 42/11/16r • •: • ...... F. STATEMENTS • • • • • • • • • .... .... ..... 1. Statement letter of conformance, complying with FBC-51h N4i#iai (201A), and of Up;..• financial interest, dated August 18, 2014, issued by Al-Farooq Corporation,'signed aad• • • • sealed by Javad Ahmad, P.E. . . 2. Laboratory compliance letter for Test Report No. ATLSN 1201.01-10'. issued By"' • American Test Lab of South Florida, dated 05/12/2011, signea,aQ sealed 1.% Julio • • •; Gonzalez, P.E. (Submitted under NOA No.09-1021.10) 3. Laboratory compliance letter for Test Report No.'s HETI-09-2627, HETI-09-2629, HETI-09-2630, HETI-09-2633, HETI-09 2625, HETI-09-2626A, HETI-09- 2626B and HETI-09-2626C, issued by Hurricane Engineering and Testing, Inc., dated 10/06/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-1021.10) G. OTHERS 1. Notice of Acceptance No. 12-0223.22, issued to SIW Impact Windows, LLC for their Series "S-425 & S-426" Aluminum Fixed Window - L.M.I.", approved on 05/03/12 and expiring on 01/27/15. 2. NEW EVIDENCE SUBMITTED B. DRAWINGS 1. Drawing No. W09-55, titled "Series S-425/426 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-611 Edition (2017), dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Jorge M. Plasencia, P.E. Pro -duct Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 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. 14-0916.11 issued to Kuraray Ame;'lCZ,Inc. fu4their ....:. "SentryGlas® (Clear and White) Interlayer" dated 06/25/1-5;vxpm—ng on 07/04/18e • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray AnwIMd,Inc. Of flleir • "Trosifol® Ultraclear, Clear and Color PVB GIass Interlave'" dated OTM9/17, • • • • • . .. .. . ...0. expiring on 07/08/19. • .. .. . .. ...... . . . . ...... F. STATEMENTS ...... 1. Statement letter of conformance to FBC-5111 Edition (2014)• and FB�71E -Edition • (2017), and of no financial interest, dated 07/10/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.16, expiring on 01/27/20. Wo-dJorge M. Plasencia, P.E. uct Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-3 . . ... .• . . ••• .. .. . . .. .. . . . . . . . . . . . . . ... . . . . .. . . BEAD 00 ••• • • • -CC OL •• • • •� •O•. x • x m � r � FALSE MI (SURFACEMAY BE SERIES S-425/426 ALUMINUM FIXED WINDOW Ili DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADS COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDIDCN)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTMERS 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 MANUIFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THA: 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 W THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 12 • j 1 O (SLIT 29 3/8' U D.L. OPG I 3B' FIX VENT WIDTH 37' WINDOW WIDTH TYPICAL ELEVATION SERIES S-425 11 A/n' YAr HEAD/SILL AT LONGER SIDES CORNERS II II II II II II _JL---- _�-----_JL----- JF=___ J --- II II II II II ~ ,a Z II II II II II n € II II II II II N I ALSE MLINTINS I � ! FACE MPLID) MAv 9E US 94 5/9- m I 102 1/4" WINDOW WIDTH iuilL •�1I�1117.V IIeP. x THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. br�11%141 S SHUTTERS ARE NOT REQUIRED, C G m c PRODUCT REVISED •• oomplyyi1ngg .rim en. Florida = * ' • 7192 . _ : �' NIDA-Hp MOMlo. 17-0818.05 = laplrallon Paw01/27/2020 TEOF •'a drawing no. • ••. ... .. .. . . . .. .. . . . . . .•. . . . . •• . DESIGN WAD CAPACTPY - PSF (SE M S-425) WlNDO'f DIMS. Gl"S T'YPH A' CLlS9•l'YPRS C' GL`SS3 7'YP6• HEIGHT EXT.(+) 1NT. -) t+) 1N1(-) E)CN(+) 1-(_ 726-,/2' 53-1/6' BO' 77" �• 70.0 70.0 • 84 0 • 0 8 . 70.0 70.0 e0.0 BAO Sam 8•.Oe 700 70.0 80.0 80.0 80.0 BO38-3 70.0 70.0 80.0 50.0 80.0 80.0 67.5 67.5 77.1• 7-41 77.1, 7J.4 67.5 67.5 .1 711 71.1 7♦.1 67.5 67.5 1 77.1 1 7?1 7&1 67.5 67.5 1 71.1 7% 711.1 - - 77.1 77-1 - - 19-1/5' 26-1/2' 32" 37' 42• 48' 48• 53-1/8' 58' 5D-5/8, 70.0 70.0 80.0 50.0 80.0 80.0 70.0 70.0 80.0 50.0 80.0 50.0 70.0 70.0 80.0 80.0 $0.0 80D 70.0 70.0 80.0 80.0 80.0 80.0 61.7 61.7 70.5 70.5 70.5 70,5 S6.3 58.3 61.7 61.7 64.3 64.3 - - 61.7 61.7 - - - - 58.5 58.5 - - - - 58.5 58.5 - - 19-1/8 28-1/2' 32' 37' 42' 46' �• 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 50.0 80.0 - - 70.5 70.5 - - - - 64.3 64.3 - - 19-1/8' 26-1/2' 31' 32' 37' 39' 74-1/4" 70.0 70.0 50.0 80.0 80.0 60.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 80.0 - - - - 75.9 75.9 - - 19-1/6' 26-1/2' 29' 32" 37' �• 70.0 70.0 80.0 60.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 00.0 -I - 19-i/B' 26-1/2' 27' 32' 35' 1. 70.0 70.0 80.0 B0.0 80.0 80.0 70.0 70.D 80.0 80.0 80.11 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 50.0 - - - - B0.0 00.0 - - W 11Q� 'MOTH AND LENGTHCAN HE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABODE, HEAT STRENT GI AS 090' ki'.erlayer -TFceifol PVB 'By 'kuraray America, Inc.' F-1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 995 13 AT 1/4 POINTS ON LffES WIDER THAN 36' GLASS TYPE 'A' 11/32' OVERALL 3/16' HEAT STREND GLASS 090' Interioyer r SentryGlce 1 By 'Kuroray America, Inc.' ' r3/16' HEAT STREN'D GLASS 85 CORNING 995 4 13 AT 1/4 POINTS ON LTTES WIDER THAN 36' 7/16. OVERALL �1/8' HEAT STREN'D GLASS �v N .090" Intertayer SentryGlae By 'K-ray America, Inc.' 'j 0 3 n 0 b h r1/5' HEAT STREN'D GLASS C 0: G W 3.1 3 4 9 SILICONE DOW CORNING 995 q r og<� IL W = t 13 AT 1/4 POINTS ON LnES o00 WIDER THAN 36' q GLASS TYPE 'B' 11/32' OVERALL � � N I -1/8' TEMP. GLASS "E 3 3 J N N J ' T STREN'D GLASS x LJ rr�I 0' Intxlayer p ¢ M ePol P✓13 'kwuroy Americo, hc.' s 1/8" HEAT STREN'O GLASSZCC)CARDINAL %4: N XL EDGE SPACERST. STEEL 9 SILICONEDOW CORNING 995 V ti AT 1/4 POINTS ALL SIZES GC�TSS TT ,E )E 'D' L1/16' OVERALL GLAZING OPTIONS GLASS BITE TYPICAL: 5/8" MIN. GLASS BITE FOR DESIGN LOADS UPTO ±70.0 PSF 3/4' MIN. CUSS BITE FOR DESIGN LOADS ABOVE ±70.0 PSF PRODUCT REVISED as eompMnp wlth the Florida 6Wlding CoJ• NOA-11,110. 17-0918.05 !>�Intion oat• 0112712020 NI•m NOTE: GLASS CAPACITIES ON THIS SHEET ARE SERIES 5-425 BASED ON ASTM E1300-09 (3 SEC. GUSTS). �P ucn,sF . OF drawing no. . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• YODTH AND LENGTH DOAENSIDNs CAN BE CTOEN ED60 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 3/18' HEAT STREN'D GLASS .090' Interlayer� Sent rlas `By 'Kumray America, Ine.' 1 3/18' HEAT SiREN'D GLASS p F u 3 , \ j 4 II 9 SLICONE - �i DOW CORNING 995 q I j. o_ 13 AT 1/4 POINTS ON LTTES WIDER THAN 36• GLASS TYPE C 7 l8. OVERALL NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ON ASTM E1300-09 (3 SEC. GUSTS). SERIES 5-428 PRODUCT REVISED as eomplyinp with the Florid. Building Cod• 17-0918.05 NOA No. Expiration Date 01/27/2020 By Niam - r•duct l:onV* ``ttttt it lil"l,/ Np 70092 * _ 1/1TE of :.f '7SS�IIIALtt�;```� DESIGN IA�D CIPLCYfY - PEP 2 t F4 4SO$ VV G yS.4 a ¢O 26 0600 ��0 y� JZla QmF� Za < _ J 3o 3 Ii \ N �j ul N N J N r Jo v QQM n CEO U • Z i � vi .. 3 h Tn 0" co w e a i H `� p till iz.F. 3 e a " drO ving no. sheet 3 of 9 (9-420) ADdDOA DI1L9. GI,e.98 TYPE 'C WIDTH HEIGHT 19-1/8• 2B-1/2' 32' 37' 42' 48" s3-t a' 0.1' 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 d0.0 80A eo.D ao.o ' 60.0 BOA 66-�/4' 72' 7g' 80.0 80.0 80.0 80.0 60.0 80.0 t9-1 /8• 26-1 /2' 32• 37' 42' 4g' 53-1 /8• 80' 68-1 /4' 72• 7g' 74-1/4' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BD.O 80.0 80.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.6 71.4 71.4 28-1/2' 32' 37• 42' 48' 53-1/8" 80' 68-1/4• 72' 78' I 80" i � i 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 73.0 73.6 67.9 879 t9-1/8' 28-t/2" 3z• 37• 42• 48' 53-1/8" 60• 86-1/4• 72• 78' B4' 80.0 80.0 80.0 80.0 BaD ao.o 80.0 80.0 80.0 80.0 60.0 B0.0 80.0 80.0 eo.o eo.o 80.0 FA.O 73.6 73.8 67.9 67.9 DESIGN IAAD CdPLCYTY - PSP (8-N126) lf!)iDOA DtldS. CII,68 'GYPS 10-1� 32• 37" :Z•' 53•t/8' 72' • �. • • • s80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 �.a �0.01 73.6 73.6 19-1/8' 26-1/2' 32' 37" 42" 48• 53-t/B' 50' 68-1/4' 96' 80.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.D 80.D 80.0 80.0 80.0 80A 19-1/8' 2B-t/Y 32' 37• 42' 4a' 53-1 /8' 60' 66-1/4' 102-1/4• 80.0 80.0 eo.o eo.o 80.0 B0.0 80.0 80.0 80.0 80.0 BD.D BOO 80.0 B0.0 80.0 80.0 80.0 80.0 19-1/8' 28-1/2• 32' 37• 42' 48' 53-1/8' 60• 108" 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 B0.0 19-1/8' 26-1/2' 32' 37' 42' 48' 53-1/B' 114' 80.D 80A 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 19-1/B' za-1/2" 32' 37' 42• 4a' s3-1/a• 120' 8a0 80.0 Bo.O eo.o Ba0 &I.0 80.0 80.0 80.0 80.0 eo.0 Bo.o eo.o BG.o DHSICN TA1D CAPiC1TY - PSF (5-428) • ALYDCI� DltiB. GI/A53 TYPO WID EIGHT �6� 1 /� 3Y 37' 42' • s3-t✓B' • 1Z6' 80.0 60.0 80.0 60.0 B0.0 80.0 B0.0 60.0 80.0 B0.0 aa.o eo.o 19-1/ 28i 1�'2' J2' 37• 4Y 48^ 132• 80.0 80.0 B0.0 80.0 80.0 80.0 eo.o Bo.o so.o ao.o 80.0 80.0 14-t/B• 26-1/2' 3Y 37' 42' 4g• 13B' 80.0 80.0 00.0 80.0 80.0 80.0 BD.D BD.D 80.0 80.0 80.0 80.0 19-1/8' 20-1/2' 32' 37•8D 144' 80.0 80.0 80.0 BO.D 80.0 [!-fD 80.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TYPICAL ANCHORS • ISY -SEE ELEV. WOOD BUCK • FOR SPACIaG • • e • °�� • • 000 • O IN MUM -DARE COUNTY APPROVED MULLION i MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR 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 E1FV. FOR SPACING Rl'P1CAiANCHORS: SEE ELEV. FOR SPACING 1Lf.' DIA n TRACON BY ' I CO' (Fw177 KSI, Fy.195 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILI,/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (IAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULUONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION EEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL.• 1/8' THIK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" M:N. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS £a - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. 1 PRODUCT REVISED \L111I11lYY� 1 T 7 74 i' IYPIG\L ANCHORS • .:,' ' ° �• SEE ELEV. .y.. i I FOR SPACING o'.W000 BUCK TYPICAL SEE EANCMORS FOR SPACING EDGE DIST. EDGE DIST. Z 0 N J � 0 C Q IL M H I R V 9!n o o6 =eg04to Q3Fns� BulWing Cod•" complying wlth tM Fbnd• NOAaMo. 17.0918.05)P'WucEN6F''•., c Expimtion Date 01/27/2020 _� 70592 s i, IWiam drawing no. 1•. �`": -• 7 OF '' SERIES S-42 `�� '4i`5/11 AL" aneet 4 of 9 III11\ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . � I • • ••• • • • • •• o� y 0�` .. . . . .. ... .. �o� 4 • ••• • • •• • • • •• • pL+i9 • xm v • • • • • a8 TYPICAL ANCHORS • • • • • • • • • 0 C. O SEE EIEV. •• • • • • • ••• •• 013t'm fUR SPACNG 1/4- MAX. T Z o O SKIMS J a m I/M C TYPICAL ANCHORS SHIMFT'/4' MAX. $ i SHIM FOP SPACING .-. . TYPICAL ANCHORS H p. SEE FOR SPACING v ING Y � 3 J Cj N O - - ==- - - -METAL<=_==—g� n STRUCTURE o a �II 3w� m aom s 7 s DCTERIOR a a U h N 4 D.L.OPO. 1E1" N WOOD BUCKS Lc �] ICn On n C F FIX. VENT WIDTH WINDOW WIDTH c MNMI-DIRE COUNTY ° e APPROVED MULLION SEE SEPARATE NOA v TYPICAL ANCHORS SEE ELEV. FOR SPACFID l i g i l PRODUCT REVISED g< m a as eomply Ing with the Florida _ _ _ _ - _ . OII pCode A-N17-0918.04 ```III I U I I ����'/ AN Expiration Date 01127/2020 L--- J Miam Product ontro No. WINDOW WIDTH WINDOW WIDTH • ATE OF �•�� drowing9 no. SERIES S-425 �ir���Al �!� ���` sW0 5 of 9 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . •• • • • •• ••• •• • • • • • • • • • • . •• • • • • • ••• •• FRAME U VENT .04ti� .844 neT2] O3 3.1 GLA2ING BEADS (5/16" GLASS) .290-1 .1. I 050 ' 177 — L Q GLAZING BEAD (11/16- INSUL GLASS) .551 p--y.ssll� t.7sz .91J2 i.i77 .050 1.L77 i .752 .216 .184 3B 39.1 GLAZING BEADS (7/16" GLASS) C CORNER LOCK ITIME NO. PART NO. QUANTITY D69CRT MON MATamar XANOP./SOPPLIHR/RXVAR_KS 1 SIW401 1 FRAME HEAD/SILL/JAA/E3 6053-Ta - 2 SIW402 1 VENT 6063-T6 - 3 SIW112 AS REOD, GLAZING BEAD (5/16' GLASS) GD63-TES - 3.1 SIW128 AS REOD. ALT. GLAZING BEAD (5/16' GLASS) 6063-TB - 3A SIW117 AS REQO. GLAZING BULB (11/16' WSUL GLASS) W63-TB - 3B SIW708 AS READ. GLAZING BEAD (7/16' GLASS) 6063-T6 - 38.1 SIW127 AS READ. ALT. GLAZING BEAD (7/16' GLASS) 5063-T6 - 4 5531 AS REOD. EXT. GLAZING SPACER, DUROMETER 70*5 SHORE A SANTOPRENE CENTRAL PLASTICS 5 9302 AS REOD. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 6 APT425 AS REQD. INNER COMPRESSION SEAL. - SCH EGEL SYSTEMS 7 PJS40-SS 2/ CORNER CORNEA LOCK ST. STEEL SU LIYAN & ASSOCIATES a - 2/ CORER FRAME & VENT ASSY. SCREWS CRS #10 x 1-1/4' FH SMS 9 5530 AS REQD. INTERIOR GLAZ14G SPACER, DUROMETER 70+5 SHORE A SANTOPRENE CENTRAL PLASTICS 10 - AS REQD. FDC. VENT MOUNTING SCREWS, AT 5' FROM ENDS h 13' ox- CRS /10 x 1-1/2' FH SMS 13 1 - 2/ LEE SETTING BLOCKS I EPDM I DUROMETER 85±5 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. FRAME CORN? PRODUCT REVISED ai com h with the Florida OMILdIng .OA,Nw 17-0918.05 Expiration Dots 01/27/2020 sy 44. NNam Mct Con ro SERIES S-425 t? %a ot 0� tiW �:E 0�`0 0 Coftg of2mm 5 O000 azI,ILLtl0f �I eD1 E • N v I JN � P* O 0 � 411 m M �I <3Zv 1 N ELU m 3 LO La ti A OF '•1{/� drewingo no. !tomo.... W09-55 . . ... . . . ... .. .. . . . .. .. . TYPICAL WInmR D .. iffy rWOCD BUCK ------------------- MIAMI—DADE COUNTY APPROVED MULLION h MULLION ANCHORS SEE SEPARATE NW tYPICAL ANCHORS SEE ELEV. FOR SPACING r�nc �rM.m� ORS WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. ICAL ANCHORS. SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA. ULTRACON BY 'a=' (9u=177 KSI. Fy-155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 1 PE TI N WOOD HEAD IAMBS TYPICAL ANCHORS —SEE ELEV. FOR SPACING — /2 MIN. NETRA 0 INTO ( /SLL /J) THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELE DRILL M SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINT O) 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. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm — 2000 PSI MIN. PRODUCT REVISED as eom ny with th• FIOAd• 11111 I I l f Eutldln ode 1� IA7 �v It OFZ � gIL g W 1p U Opp O0Sri d012 2 od09 04� In Vl w 3 � u to � � 07K) Z� Uzi 4 9 a-'u v 6CD Non -No. 17-0918.06 �%`�f.D,�?iM'//i� $ Expiration Irate 01/27/2020 k b •� Er — No, �. Mla product Control OF C� . SERIES 5-426 W09-55 '. si�wa�.�`\`� 7/ll1II11111� sheet 7 of B . . ... . . . ... .... . ...... . . . . . . . . . . . . ....... .... V OgVe8 •• • • • •• ••• I• O��pr1 LL TYPICAL ANCHORS • • • • • • • • • • • • SEE ELEV. 8 CFOR SPACING Q 2 1/4' MAX. I/4. MAx. C.1 SHIMS 1/4• MAX. Q $ f SHIM SHIN SEE EL ANCHORS 0 SEE S EV. FOR SPACING N TYPICAL ANCHORS 3 a A I y FOR SPACING U n ' o JJ No N �_ 3 Vf � a zcn� io aim I DCfER10R \ r HBY NEEAL v� -' N s :n D.L.OP". W000 SUCKS SiRUCNRE a !Arno i WNDOW WIDTH a , MIAMI-DADE COUNIY TYPICAL ANCHORS u a APPROVED MULLION SEE SEPARATE NOA SEE ELEV. FOR SPACING • i $ r I PRODUCT REVl9E.DSheFloAda °c • ., compl with Building • Non -No. 17-0918.05 expim"on Da 112712020 I 17 � c I 1 i Minn 00 Proaact control WINDOW WIDTH WINDOW WIDTH OF �•�j � tlrowing no. W09-55 SERIES S-426 � HEHIn IuHH� sheet 8 of 9 . . ... . .. • . ..• .. .. . .. .. • • . . . ••. • . . . • • • ! • • • • • • • • • • • • •• • • •• • • • •• ••i •• FRAME 9591 .045 —=_297 12 ANCHOR COVER .045 Mir 1.65, r .8112 216+1 .164--i 3B 36.1 GLAZING BEADS (7/16" GLASS) .752 .493 12 U-1 D CORNER LOCK NO. PART NO, QUANTUM ESCON DESCRIPTION MATEETAL 1LANUF./BOPPLRR/RBNIREB rIT811 38 SM GB AS FEQD. GLAZING DEAD (7/16" GLASS) 6063-T6 - 3B.1 SIW127 AS REOD. ALT. GLAZING BEAD (7/16- GLASS) 6063-T6 - 4 5531 AS READ. E%T. cvmNG SPACER. DuRomErm 7a36 SHORE A SANrOPRENE CENTRAL PLASTICS 7 PJ540-SS 4/ CORNER CORNEA LOCK - ST. STEEL SULLIVAN & ASSOCIATES 6 - 3/ CORNER FRAME ASSf SCREWS CRS /10 : 1-1/Y PH SUS 9 5530 AS moo. INTERIOR GLAZNG SPACER, DUROMETER 70*5 SHORE A SANTORMNE CENTRAL PLASTICS 11 n415 4 FRAME HFAO/SBL/JAMB 6063-T6 - 12 SIW476 AS REOD. ANCHGR COVER (OPTIONAL) 6063-T6 - 13 - 1 2/ LITE SETTING BLOCKS EPDM OUROMETER 85*5 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. rr�mL �Vmj- PRODUCT REVISED as comp ngg wMh tho Florida in Bulld• od• NOA-No. 17-0918.05 Ezpiratlon Date 01/27l2020 M ■' roduct ontro SERIES 5-426 13�+7a6az : tr = d Y IE OF '• � drawing n0, Z9-55