The URL can be used to link to this page

WS-19-208Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-01-19-208 r- �� Permit Type: Windows/Shutters AMWor?-Classification: Window/Door Replacement Permit Status: Approved Issue Date: 02/04/2019 Expiration: 08/05/2019 Location Address Parcel Number 541 NE 105TH ST, Miami Shores, FL 33138 1122310140260 Contacts TARIK & CATHERINE GUETARNI Owner AMERICAN STORM PROTECTION Contractor 541 NE 105 ST, MIAMI SHORES, FL 33138 JONATHAN RODRIGUEZ Other:4043957245 Business: 3052640446 Other:3055130514 Inspection Requests: Description: IMPACT WINDOW AND DOOR REPLACEMENT 16 Valuation: $ 22,000.00 1305-762-4949 WINDOWS AND 2 DOORS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $4.40 Scanning Fee $9.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $320.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $320.60 Credit Card 01/29/2019 $50.00 Credit Card 02/04/2019 $270.60 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. 1 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 Z ting construction erm oning. Futho , I authorize the above named contractor to do the work stated. =1-10 Authorized Signature: Owner / Applicant / Contractor / Agent Date February 04, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JAN 2 9 iuly Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BC 20 I-' Master Permit No.N S t q ^ 206 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S qrl 1V :c 16 S a - City: Miami Shores County: Miami Dade zip: 3316? Folio/Parcel#: II - 7Z3 1 - O 1'� - 0 L(QO Is the Building Historically Designated: Yes NO % Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ` (A r 1 \e- ('-'%1A-C V AN 111 Phone#: Address: 5 T I NE Iris St City: Rl(a dl S &g1 State: _FL— Zip: 33 (eX Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: f�mt'6w l �� 1r M �Y��i �dl1 Phone#: c3Or- 157I3 4 Address: 8+! -6 N W �� ►'-C-(+ -# = 3 City:State: -F(-- Zip: 33I zce Qualifier Name: (`(1 y\ C` 6Ci of Z Phone#: �"b'� �'QCl G7ne State Certification or Registration #: 1 '_Ca c' (S� �� z�'i� Certificate of Competency #: DESIGNER: Architect/Engineer: Address: ne#: Value of Work for this Permit: $ 22. ) 10U 0 Square/Linear Footage of Work: State: Zip: Type of Work: ❑ Addition ❑ Alteration ❑_1 New ❑ Repair/Replace ❑ Demolition Description of Work: � L,+ \N �Mnw (Ar\ C 0AY ICc L:CW_eI' + L `ui\V\l ►r'OA6W S Cz) Cj.W' r % Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ - (CO (Revised 02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 opprov and a reinspection fee will be charged. Signature f"(— �— Signature _ -, t 2L OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2, k' day of Jc;,ML,(C 1: 20 19 by ZX day of�JQLA(" 120 ��1 by Tar 1 � ei 1 t'1�, who is personally known to �J6( 4bLgn t-CXJrHld �; who is personally known to me or who has produced 't�l • L • as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: /I ,f NOTARY PUBLIC: Sign: il (/ Print: C Seal: <p �P'' ;�.• ••"�NATALIE HERNANDEZ .; MY COMMISSION # GG 230408 EXPIRES: June 19, 2022 Bon Thru No ******************* APPROVED BY Print: l� 4ifM' - NATALIE HERNANDEZ Seal: MY COMMISSION # GG 230408 P EXPIRES: June 19, 2022 FPF F ° Bonded ihru Notary Public Underwriters ****************************************************** 11/1� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ei J"cAotiT26nJr1'C1Oa_ al� '- 2/ /l alifier/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. C 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 I 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 l x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 1/29/2019 Property Search Application - Miami -Dade Countv OFFICE OF THE PROPERTRy" APPARAISER -&t Summary Report Property Information Folio: 11-2231-014-0260 Property Address: 541 NE 105 ST Miami Shores, FL 33138-2044 Owner TARIK GUETARNI CATHERINE GUETARNI Mailing Address 541 NE 105 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 2 Living Units 1 Actual Area 2,337 Sq.Ft Living Area 2,337 Sq.Ft Adjusted Area 2,098 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 11948 Assessment Information Year 2018 2017 2016 Land Value $185,165 $205,739 $172,556 Building Value $131,419 $131,419 $131,419 XF Value $14,801 $14,812 $14,823 Market Value $331,385 $351,970 $318,798 Assessed Value 1 $331,385 $325,492 $318,798 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $26,478 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 I AMD PL MIAMI SHORES SEC 5 PB 10-47 LOT 16 & W1/2 LOT 17 BLK 110 LOT SIZE 75.000 X 122 OR 19103-2245 05 2000 1 Generated On : 1/29/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $281,385 $275,492 $268,798 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value $306,3851 $300,492 $293,798 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $281,3851 $275,492 $268,798 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $281,385 $275,492 $268,798 Sales Information OR Previous Price Book- Qualification Description Sale Page 06/26/2015 $514,000 29678 Qual by exam of deed 1391 05/01/2000 $222,500 19103- Sales which are qualified 2245 10/01/1998 $178,500 18340- Sales which are qualified 0839 08/01/1988 $0 00000- Sales which are disqualified as a result of 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: ly r UITY Catherine Guetarni Aflleblk 541 NE 105 Street Miami Shores, FL 33138 r y A � 7 O8 O O SIW zoo series oan O�yrane SIW 200 Series SIW 200 Series 17 16 15 Horizontal Roller Horizontal Roller SIW 200 Series SIW 200 Series Horizontal Roller SIW 200 Series 17-0717.03 17-0717.03 Horizontal Roller Horizontal Roller 9 17-0717.03 Horizontal Roller 17-0717.03 36-718 x 38-114 36-7/8 x 38-1/4 36-7/8 x 50-1/2 17-0717.03 17-0717.03 SI W 400 Series + « 36.7/8 x 50-1 /2 36-7/8 x 38-1 /4 36-7/8 x 50-1 /2 Casement Hinge Right X O X O X O ENO X O X O 17-0731.05 L�J 19 x 38-1 /4 T= • W SGD Series Bathroom600 ----------------------- Plastpro Fiberglass SI46 x t03Ir— parcel i Bedroom 19 i Bedroom O FL-15210.1 nv7nos Hinge Lett :...................... 10 9 94-314 x 79-3/4 SIW ont Series M Bedroom X C 32 x SO """'""""""""""j XX i Horizontal Rolle X O SIW 400 Series 17-0717.03 Eg Casement 36-7/8 x 50-1 /2 Hinge Right i 17-0731.05 Eg- 6-7/8 x 50-1/2 ' .......................... O , , X O Egr- --TIT 4315 SIW 400 Series ries SIW 200 Series Casement Casement Horizontal Roller Hinge Left Front Door Hinge Left 17-0717.03 17-0731.05 L-1 WA 17-0731.05 52-7/8 x 38-1/4 36-7/8 x 38-1/4 36-7/8 x 38-1 /4 O �1 SIW 200 Series Horizontal Roller 17-0717.03 36.7/8 x 50-1 /2 o SIW 200 series i 1 12 13 SI W 200 Series X O x Horizontal Roller Horizontal Rolle 17-0717.03 17-0717.03 73-7/8 x 62-3/4 \ 36-7/8 x 50-1/2 X O L O O SIW 200 Series Horizontal Roller 17-0717.03 62-73-7/S x 62-7/8 + LIO •O•First Floor • • ■ • •°M • � Q r• BY DATE ?Ci`IV3 DEPT •• ;••• •• ••• ••• • k1 •••• qFDERAL •• . . . . . . . .•• rzLDG DEFTSUBJECT-0 • • • • • • • • • • REDEI QED CCNIPUPNCE WITH A s, ATF ANJ LGljN iY RUI-IS AP;D RFGULATiONIS N? 91019 • 0.0 0 •• •• • • • 0 0 • • • ir S2 0 WIND LOAD TABLE FOR COMPONENTS AND CLADDING w CLIENT: 6W\tkick S161M PYbll-} 61 ADDRESS: 14-1 NE los PROJECT: Calf t01-t ClU-c t-cw l O'%CtN; . . .... mac..' 33 �3Ff .... . City Stp l*6* ;••••• ZIP EXPOSURE " C ' WIND VELOCITY = 175 MPH �QOF SLOPE > 1 *4: Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tri6Atafy Area (Sq. Ftr • • • • • . (ft) (ft) 10 1S 20 25 30 1 3S 40 4S 50 10 15 20 * • :30 -4q 45 • SS •' 15 + 40.1 39 38.3 - - 37.7 37.2 36.8 36.5 36.2 35.9 15 + 40.1 39 38.3 17.1 37.2 36.i1 _ 36.5 36.2• -M". 39.3 - 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 - 53.7 5L6 50.1 U.§ �8.0 47.2 •46.5 45.9 45-3 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 + 41.0 40.0 39.2 38.6 t8.1 3'j VA 370 03PEP 44.5 43.41 42.7 1 42.1 41.6 4L21 40.8 40.5 40.2 - 55.0 52.8 51.3 504 49.1 A.3 47.6 46.9• 17 17 0"ll + 42.5 4L3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 + 42.5 413 40.6 .9 9.4 3D.0. •3$ 38.3. 38.0 A A - 46.1 44.9 44.2 43.5 43.0 42.6 42.2 4L9 41.6 - 56.9 54.6 53.0 51.8 50.8 49.V 049.2 48.6 48.0 + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 -42.8 a 42.5 C 58.1 1 55.81 54.2 53.0 51.9 51.1 50.3 49.6 49.0 C25 - + 44.8 43.6 42.8 42.2 41.6 4L2 40.8 40.4 40.1 25 + 44.8 43.6 42.8 42.2 4L6 4L2 40.8 40.4 40.1 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.fi O O W28 cc28 + 45.8 44.61 43.7 43.0 42.5 42.0 41.6 4L3 41.0 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 4L3 41.0 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 61.3 58.9 57.2 55.8 54.7 53.8 43.0 513 51.7 a a LA+ a 46.2 45.0 44.2 43.5 - 42.9 42.5 - 42.1 4L7 41.4 30 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 4L7 41.4 50.2 48.1 1 45.3 55.3 43.6 52.2 i 48.9 47.4 46.9 1 46.4 46.0 1 45.6 ,d. 61.9 59.5 57.7 56.4 54.4 52.9 vi H 35 + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 - 63.8 6L3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 ` L a 0- + 49.1 47.8 46.9 1 46.1 45.6 45.1 44.7 44.3 43.9 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 53.2 51.9 51.0 50.3 49.7 49.2 48.8 48.4 48.1 1 - 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 y 4, 45 + _ 50.5 49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 45 + 50.5 49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 0 N 50.2 49.5 _ - 67.6 _. 64.9 63.0 .._ 61.6 60.4 ,. 59.4 58.5 �. 57.7 47.0 tJ 54.8 53.4 52.5 51.8 51.2 50.6 49.8 50 + 51.4 50.1 49.1 48.4 47.8 47.21 46.8 46.4 46.0 50 + 51.41 50.11 49.1 48.4 47.8 47.2 46.8 46.4 46.0 55.8 54.4 53.5 52.7 52.1 51.6 51.2 50.8 50.4 68.9 66.2 64.2 62.7 61.5 60.5 59.6 58.8 58.1 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 _ 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 - 70.8 68.0 66.0 64.5 63.2 62.2 51.2 60.4 1 59.7 + 53.8 52.4 51.4 50.6 49.9 49.4 48.9 48.5 48.2 + 53.860 52.4 51.4 50.6 49.9 49.4 48.9 48.5 48.2 54.5 52.7 - 72.0 64.3 1 60.8 - 58.3 56.9 55.9 55.1 54.0 53.5 53.1 69.2 67.2 65.6 63.3 62.3 61.5 GENERAL NOTES FIGURE 1 D-10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID 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 BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 7 H 6 ZONE 5t� �_- 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� ROOF HEAIGHT AND APPLY TO ALL FLOORS. D D 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VAUD 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 date: 10-02-13 REVISIONS: drown AL-FAROOQ CORPORATION A ^/ P!O na date by description ENGINEERS & PRODUCT DEVELOPMENT ` 1 eh•cked hy: H.M. • 9360 Sunset Dr. Suite TEL. (305) 264-8100 DWG N0. 1 JAVAD AHMAD SHEET 220 MIAMI, FL 33173 FAX. (305) 262-6978 1 OF 1 FLA P.E. / 7059Yc ® CAN. 3535 MIAMI-DIADE MIAMI-DADS COUNTY PRODUCT CONTOL'S'1'yCTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 4180SW 26 Street• Room 208... BOARD AND CODE ADMINISTRATION DIVISION T (786)t15-2t90 E:W$".115-2599 ' • NOTICE OF ACCEPTANCE (NOA) •.T�amidade.aov/economy•'•" .....• STVV Impact Windows, LLC .... .. • 975 S. Congress Avenue, # 102 • • • • • • ..... Delray Beach, FL 33445 • •; •'; • • • • • • • • • .. .. .... ...... SCOPE: ••••.• • This NOA is being issued under the applicable rules and regulations governi* the ,µse ok co4tructiop. . • materials. The documentation submitted has been reviewed and accepted by Miami.Dade Cbtftff RER.— Product Control Section to be used in Miami —Dade County and other areas where,edl'ov;ed by.•th, .Authority" Having Jurisdiction (AHD). 00900 This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHD (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1. 1, 2, and 3 through 8 of 8, dated 04/24/07, with revision F dated 05/03/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 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 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 Y-6 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED • • • Y Y • . . .... ...... ...... . ...... A. DRAWINGS • • • • • • 1. Manufacturer's die drawings and sections. • • • • ; • • 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. 0111ng Wdw. tL.M.I.)"'; • • sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with re,�s�E data j.*d6/01/lSi prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. , • B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 " • 2) Uniform Static Air Pressure Test, Loading per FBC TA�!262-94 3) Water Resistance Test, per FBC, TAS 202-94 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 51n Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 6" Edition (2017) on 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. `— 2. Glazing complies with ASTM E1300-09 J Manuel , P.E. Product Contr 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 0000 . . .... ...... D. QUALITY ASSURANCE • • • • • • ...... 1. Miami -Dade Department of Regulatory and Economic ResouiCOS(RER). ;....; .... . .. ..... E. MATERIAL CERTIFICATIONS • . • • • • • ; • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray •Aa a ica, Ia is £or thee:.... "TrosifolO Ultraclear, Clear and Color PVB Glass IntetMlegs" dated•01/19/17, •, expiring on 07/08/19. 0 0 0 """ 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AnM rjea; Inc. for t4eir ; • • • • ; "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, eilphiRA on 07/04/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear.and Color Glass Interlayers" dated 06/19/14, expiring on 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 firs., 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 6" 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 09/1.9/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No.15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and 11I1'7I-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 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. Manu9.7-,0717.03 ezP.E. Product ContainerNOA N Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOYP APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE 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 INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 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 AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTTKNNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOW WIDTH 6' MAX. NEARSILL 6—' y 12' MAX. I I HEAD/SILL CORNERS q I I i 71 II 11 II I II I' I' 11 II I' II I. II I' II II II II _ _ u w (✓ O i D _ —R✓ II I �. II __ 1L__ / _JL_ w ====--�r-----ter-- II II 11 II II I II II II II II II II II II II II I II II II II 11 II P11'. 49 1/4- 24' O.L. OPG. D.L OPG. OR �A�' 1LE ENDS 26 5/8' FOR CAPACfTY THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. (a%ftV A I QnQ ILSE MUNDNS JRFACE APPLIED a >TIONAL SSS Lq i ♦Y. O N1.. Ili Q IER� 01 () g,nco 8 o.1�¢ I Qw m_ � oaf N m N O i Y QarMi m x Ztn� 4S 3 w 2 = m 0 U Y n a5 ^ l N } Nrnw d JUL a 7 207 ... PRODUCT RfiY15FiD u caepiying withdr Fbffde _= NO - .. Dwwms Code N1 Acmpt—No -0717. ✓a Etal Due !. • OF ',•�f�/�� drawing no. Ot" Hw Im � N m � U . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/8- ANN. GLASS 090' Interlayer �s Satlex `'leor And Colpr Glass. • • •1 QV %@W*-n Chercal fo.i • • • • • • . • . • .. • •• • A• r1i6� • • • .. • ... .. ... _m w 4 .� t�f1N;G S95 • • • • • • • • • • 000 .0 o' w - 9A 6' ANN. GI ASS .090' Interlayer r Sofax Clear And Color Glass 1 By 'Eastman Chemical Co.' r3/16' ANN. GLASS CORNING 995 19 AT 1/4 POINTS ON LITES w t9 AT 1/4 POINTS ON LITES WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'AGLASS TYPE 'B' 11/32- OVERALL. 15/32- OVERALL 3/16- H.S. GLASS 090' Interlayer SentryGms �By 'Kuraray America, Inc.' H.S. GLASS Ir3/16- \ 1 I 2E 1 i I� I SILICONE I; 1_ DOW CORNING 995 K 0 � !r 0 9A W w 19 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE V 15/92- OVERALL 4 1/8- TEMP. GLASS 1/4- AIR SPACE 1/8' H.S GLASS .090' Interlayer TrosHol PVB �By 'kuraray America, Inc.' 1/V H.S. CLASS 1 w 1/4- X 1/4- It: AWN SPACER u i 4 20 Z Sl1CONE DOW CORNING 995 0 6' HEAT STREN'D MUSS 090' Interlayer Troslfol PVB By 'kuroray America. Inc.' OR 090' Interlayer Soflex pear And Color Gloss By 'Eastman Chemical Co.' Ir3/16- HEAT STREN'D GLASS CORNING 995 a 19 AT 1/4 POINTS ALL SIZES 19 AT 1/4 POINTS ON LITES a WIDER THAN 36' • o GLASS TYPE 'D' GLASS TYPE 'E' 11/18- OVERALL ?/16- OvMu t--1 G�Z�G OPTIONSOPTIONS JUL 0 r W7 PRODUCT REVISED es c.Wyia6 with do Elesids � {y iioi "g Code At -0.1 e .e IMcW r •a./ 2La 2 LTE OF ;•� crowingo no. xI110k ,• jA`G� W07-28 sheet�,7of $ I tttt . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Psf wn (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. 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 �P�• .lui J r' 2017 PRODUCTREVISFZ * u �« w+y�g w BmCodel •��?O� /s = EOf '•[y-�: ` '�� S•'•�:2 IOR•'• •�: M t 777iS��iYAi.fl `` Lu Z O q Z O W (� W o p ac< 0 �0� �2 E�` .I I Q W W F rt N QrQ al XG - Z U F IL ni pp G 8 m I J N ^ JO_ O Vl 0 Z vl 3W= n FOU 1 aUm � (n m 3u) Arno g aE� •�YSgB O nI �m ' Y a N o $ •• c draMing no. WQ7-28 WITH ADM.. AT IAM. STILE ANCHOR ENDS �9hee: 2 Of $ DESIGN IA C1PIC - (Z OH OY BLS) 1RITDOIT DIMS. E/0 SEffi. RSIN!'OBCBIC 1BIH STEEL RED4P06CING GUS9 TYPE • A' f G16S3 TYPES \' k 'D' • CUSS TYPE • B' • GII99 TYPE 4 'C GIISS TYPE 4 'C WDTH HEIGNf .(+ .(-) •(+ .(- .( EXT.(+) INi.(-) EM.{+) RJT.(-) z,• sB• 48' 24' ro.o. <ioo• ao.o 70.E �.� 7a0 7Q4 80.o toD.o - - 90.0 1E.o 7aC 7a? 70.? Bo.o BOA tao.o 100.0 - - 70.0 70.0 70.0 70.0 70.0 70.0 - - 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - n• 7o.D 70.0 70.0 70.0 70.0 70.o eo.o too.o - - z4' 7D.o • 7Do Toe •7>D.o rie.o •70.o eo.o too.o - - 36' 70.0 .0 70.0 80.0 t00.0 - - 48' 38' 70.0 • 70A A.0 • •)0.0 80.0 100.0 - - 60' 70. 0.0 80.0 100.0 - - 72' 70.0 70A 70.0 T70.O70.0 70.0 80.0 100.0 - - 2,' 70.0 7o.a 70.0 7o.a Bo.o too.D - - 38' 70.0 70A 70.0 70.0 B0.0 100.070.0 70.0 70.0 . 70.0 80.0 100.0 - - 80' �• 70.0 70A 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100A - - B,• - - - 70.0 70.0 - - - 90' - - - - 70.0 70.0 - - - BB• - - - - 70.0 70.0 - - - - T4• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 36• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 46' 60' - - 70.0 70.0 70.0 70.0 80.0 f 00.0 - - 60' - - 70.0 70.0 70.0 70.0 80A 100.0 - - 72' - - 70.0 70.0 70.0 70.0 80.0 100A - 84' - - - - 70.0 70.0 - - - - 24' _ 80.0 100.0 _ _ 30• _ _ _ _ _ _ 80.0 100.0 _ _ 48' 72' - - - - - - BOA 100.0 - - 60• BD.O BB.O 72' - - - - - - n.9 n.9 Bo.o too.o 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 BOA 100.0 - 37• 70.0 70.0 70.0 70.0 70.0 70.0 80A 100.0 - - 33-1/B' 26• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100A - - 74' 70.0 70.0 70.0 70.0 70.0 70.0 80A 100.0 - 26-1 2' 70.0 70.0 70.0 70.0 70.0 70.0 80A 100.0 - - s3-t/e' x-s/e' 70.0 7a.o 7D.D 70.0 7oA Tao Bo.o tao.o - - 70.0 70.0 7G.o 7o.G 7a.o Tao Bo.a tao.D - - 74• 7D.o 7o.D 7o.D 7D.o 70.0 70.o eo.o 1ao.o - - za-1 2• 70.0 7D.o 70.0 70.0 70.o Tao eo.a t0o.o - - s7• 70.0 70.0 70.0 70.0 70.0 7G.o eo.o •.00.o - - 53-1/B' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 10•.0 - - 74' 6D-B/B• 7a.o 70.0 7D.o 70.0 70.0 70.o Bo.a too.o - - B4• - - - - 70.o Tao - - - - iNl' - - - - 70A 70.0 - - - - 96' - - - - 70.0 70.0 - - - - 26-1/2• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' - - 70.0 70.0 70.0 70.0 80.0 100A - - 53-1/E• e7• - - 70.0 70.0 7D.o 70.o BD.o loo.o - - 74' - - 70.0 70.0 70.0 70A 80.0 94.2 - - 84' - - - - 70.0 70.0 - - - - 37' 80.0 100.0 74' - - - - - 73.5 73.5 80.0 100.0 . . ... . . . ... . . . . . . . . . . DESIGN ]AAD C1PICITY -)?SF (YO OR OX 9IZ&S) XINDOX DO[5. X/0 Sl'E®. Rffi7FOACDiG XPYII ST'ESI, RELVPORCING �� •T7�E r{[A55kTY� GIASS TYPE � WIDTH HEIGHT iR.(•) IIR.(-)• IN* EXi(+) 91T•i-) E7(T.(+) S4' .TO 0.0 .0 •i�.0 - - 63' 7•.0 •7•.0 •Bi.i r00.0 - - 72' 24• 70.0 70.0 80.0 100.0 - - 81' 70.0 70.0 ZEK BOA 100.0 - - 54• 70.0 7.0 80.0 100.0 - - 63' 70.tA 7•.D • B0.• 100.0 - - 72' 36• 70.0 80.0 100.0 - - 81' - • • •70.� 1�.0 • 80.0 100.0 - - 54' 70. 0 .0 A B0. 100.0 - - B3' - - 70.0 J0.0 80.0 100.0 - - 72' 46' - - 70.0 70.0 80.0 100.0 - - 61" - - 70.0 70.0 80.0 100.0 s4• - - 70.0 7a.o Bo.o 1oo.D - - 63• 70.0 7a.o Bo.o loo.a - - 72" - - 7DA 70.0 B0.0 100.0 - - 81' - - 70.0 70.0 80.0 100.0 - - 54" - - - - 80.0 97.8 - - 63' - - - - 80.0 88.1 - - 72' 72• - - - - 80.0 61.2 B0.0 100.0 76.3 76.3 B0.0 100.0 ss-1/2• 7D.o 70.0 7o.D ; 70.0 80.0 100.0 - - 79-5/4' 2g• 70.0 70.0 70.0 70.0 80.0 100.0 - - 83-1/4• 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2' 70A � 70.0 70.0 70.0 80.0 100.0 - - 79-3/4' 70.0 70.0 80.0 100.0 - - 83-1/4" - - 70.0 70.0 80.0 100.0 - - 55-7/2' 70A 70.0 70A 70.0 80.0 100.0 - - 79-5/4• 50-5/8 - - 70.0 70.0 80.0 700.0 - - 83-1/4' - - 70.0 70.0 80.0 100.0 - - 55-1/2' - - 70A 70.0 80.0 100.0 - - 79-3/4' g3• - - 70A 70.0 80.0 96.5 - - ' - - 70.0 70.0 80.0 95.0 - - n 74'73.6 73.6 80.0 1W.0 - - - - 720 72.0 80.0 100.0 n Z m •n 3 q pp J W ry Z a a h s� ci8� o co 8 G tII O Zw ({007 Q W W f o_ g N v N 0 JN = JO ❑Ix� u & to v Q>M i� Q 3E z� � W N Uzc3 d Cym N 0 �N} 8 tnmo O U O WITH ADDL A4ClWR A7 ARC. STILE ENDS • NOTE: APPLIED SILL RISER (ITEM #25) REQUIRED WHEN GLASS CAPACITIES ON THIS SHEET ARE (1/3W) (2/3W) EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) "c . m i AND FLORIDA BUILDING COMMISSION c o n DECLARATORY STATEMENT DCA05-DEC-219 - 8 o� e !!f! G �`.1Pp.... 4 yP.•,9p 7 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH FRODUCTRFVISFZ 3' as comDlymil with tha Florida I_ XO OR OX BuildmgCode i A-P6m« IVu 1 -0 17 0 - : �i; ticq Dac (V� rowing no. ••..... �..: ,, o a�.�' W07-28 By � Miteni �A� �\\ �IIINALIN\ _sheet 3 of 8 v . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . LOAD CAPICRY - PSF (YOI SIDS) 11IND01/ DII[S.LASS f/0 3T66L REINFORCD4C 11P1'H STBEL REINFORCING T�E ��Tti� •� TY�B 4 CIL43 TYPE 4 WDD, HDGHT iR.(•) IrT.(-) E]CT.(4>j •INTO-) IXfj+) •INi. ) E1(T.(+) WT.(-) 72' 0. 0.0 7.0 1� fEe!o - - 84' 7.0 • •'i0 v� • J0.0 iaP• • BOA - - 96' 24' 70.0 70.0 70.0 70.0 8D.0 100.0 - - to6• 70.0 70.0 70.0 70.o eo.o too.o - - n" 70.0 7.0 70.0 70.o eo.o tao.o - - 64• 70.E 7P0 . •T0.0, . 7lj(J Bo.ow 100.0 - - 98' 108' �" 70.0 • 70.0 7s4 • 7�0 • •/0.� •'0.� • 7r 0 7 •_Ba0 80.0 100.0 - - 100.0 - - n• 7o.s • 7!0 • 7!0 • 7S0 • �.a• ,OO.o - - 8F' 70.0 70.0 70A 7 �• D&4[CN LOdD CAPdCITY - PSP (YOY SD!E9) 1fII4DOR DllIS. i/0 STBBL REINFORCING iffB STEEL RELNFORCINC CLASS TYPE CLASS TYPES 'B' h 'D' CLASS TYPE 'C • C1AS5 TYPE 'C 4 WIOITI F£JQ1T OR.(+) INT.(-) E7R.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) 9IT.(-) n• 70.0 70.0 70.0 70.o Bo.o fao.o - - 84' 24, 70.0 70.0 70.0 70.0 80.0 100.0 - - %' 70.0 70.0 70.0 70.0 B0.0 100.0 - - 108• 70.0 70.0 70.0 7a.o eo.o 1oo.D - - 7z' 70.0 70.0 7D.D 70.o w.o f00.o - - 64' 70.0 70.0 70.0 70.o 80.0 100.0 - - %' 18• 70.0 70.0 70.0 70.0 80.0 100.0 - - 108' - - 70.0 70.0 80.0 100.0 - - n• 70.0 7o.D 70.0 7a.o Bo.o 100.0 - - 84' �• - - 70.0 70.0 80.0 f00.0 - - 96' - - 70.0 70.0 B0.0 f00.0 - - 10B' - - 70.0 70.0 80.0 100.0 - - 72' - 70.0 70.0 80.0 100.0 - - e4' �• - - 7D.o 7D.o Bo.o 100.0 - - 98' - - 70.0 70.0 80.0 100.0 - - 10B' - - 70.0 70.0 BOA 100.0 - - 72' - - - - BO.D 97.6 - - �• 72' BOA 88.1 9Y - - - - 80.0 bit B0.0 100.0 106• - - - - 78.3 78.3 80.0 100.0 74' 70.0 7a0 70.0 70.0 80.0 100.0 - - 106-1/4" 2fi' 70.0 70.0 70.0 70.0 80.0 f00.0 - - 111• 70.0 7a.o 7o.D 70.o eo.o too.o - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 108-1/4' 38-J/B' - - 70.0 70.0 80.0 100.0 - - 1i,' - - 70.0 70.o w.o too.o - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4' S0-5/B' - - 70.0 70.0 80.0 100.0 - - u,• - - 70.0 70.o eD.o ,oD.o - - 74' - - 70.0 70.0 80.0 100.0 - - tOfi-1/4' 63" - - 70.0 70.0 80.0 96.5 - - 111' - - 70.0 70.0 80.0 95.0 - - 74' - - - - B0.0 92J - - 108-1/4' 74' - - - - 73.8 718 80.0 100.0 72.0 720 80.0 100.0 w.� N O 3 Z q I� Q L a i 2 0 U Q dGpg Q�9 LL g Z - d J am� <Wdf O I JN w z O N� o In Z V, 3�= M F Z aL)M �n>m 8 310 O I c I WRH ADDL. ANCHOR WITH ADDL ANCHOR c u AT ura SDIE EIOS AT AITG. SALE ENOS NOTE GLASS CAPACITIES ON THIS SHEET ARE (1/3W) (1/,3W) (1/3Y/) (1/4W) (1/� (1/4W) ii BASED ON ASTM E1300-09 (3 SEC. GUSTS) E. d = h AND FLORIDA BUILDING COMMISSION n. 1 g g DECLARATORY STATEMENT DCA05-DEC-219 ; 0 o e W tf 1 n ,j S7 ``II111111e11�1,//7/' 1:JL U ! Gull `�� JI^':•,vT A��i oc v OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PROULIC"f RL:VISW XOX XOX n+ complyioE wid, the Florida F3uildmg Code pt� NO • Expiaatin•pft OF r_ drowing�no. APPLIED SILL RISER (ITEM #25) REQUIRED WHEN R RIpR. U EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. /1/1 II sheet 4 of 8 DESIGN 0Nko . t . . ... . . . ... .. .. . . . .. .. . _gee 0 0 0 • ••• TYPICAL ANCHORS Isy SEE ELEV. WOOD BUCK FOR SPACING • • • 'e• ia•' • •eV, :�••� - EDGE • t f ar •. ♦ •.. ,• • • 13 MWCI-DADE COUNTY APPROVED I MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV, FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH !� ! SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W k ij ii ii i� x W7 - 1" X 1/4" WEEPHOLES IN PAIRS i i i it (2) ON VENT AREA AT 2- FROM ENDS AND 26" O.C. W (4) UNDER FIX. LITE AT 18" O.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE lily r i (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. li !: (3) UNDER FIX. LITE AT 16" O.C. m p W2 a i EDGE DIST. 1 APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 e TYPICAL ANCHORS E SEE ELEV. FOR SPACING 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' DLL. ULTRACON BY •FLCO• (F-177 M. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF DRILLING SCREWS (GRADE 2 MS) INTO MIAMI-DARE 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 fo - WOO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ��I� J 7 2ui% `�1N11uuN\ i PRODUCT REVISED a \ . —plymK with the Florida i?vildiug Cafe BUCK �07/ •03 �` $ Expimion OF :��` drowing no. l F---d , s� !2 W07-28 11 . . ... . . . ... . . . . . . . . . . 0 gee �o • • • • • • MWd-OADE COUNTY • • •• • • • • •• • • 1 • • •D IDTH • D CUPPED MULLION • • 1/4• MAX APPR•SEE SEPARATE NOA1 ANCHORS n 1/4• MAX. • ((� • • • • • • • • • • •OPrnoIAL To SHIMS FOR SPACING O 11 SPRING LATCH O TYPICAL ANCNORS -/---� ? _ SHIM 21 D.L OPG, 7 4FI EE ELEV. 2/ LATC is FH SMS R SPACING II II d H I I µW1 METAL II II a' G STRUCTURE _ PA • •• •• — II II V N • .. _.. _.. _.. _.._. I I I _ LL _SCREEN OPT10 ________ 3 .._.._. ___.._.._.. ..___.._.._ ._.._.. ._.._.._.._.._ I I I ___-______Z 0 II II Jl os) W •x 2X3 FOAM PAD 5 1419 O.L OPG. ^ 4 AT TOP h BOFfOM 4WINDOW WIDTH WINDOW WIDTH N REINFORCING BAR REOD. v j WHEN LOADS EXCEEDS 70.0 PSF T". cli EXTERIOR " -10 H 1BY ��L v WINDOW WIDTH WOOD BUCKS XO LAYOUT p a L ��• ANCHORS OX OPPOSITE Z_In FOR SPACING 3 w n (D a d0 GO VENT WIDTH VENT WIDTH 1/4• SHIM 8 y � � F 1 /4• MAX. ( C 1 D.L. OPG. O 11 SPRING TO D.L OPG. 12MAXSEE EL ANCHORS S 0 SHIM � �J SPRING LATCH � SEE ELEV. FOR SPACING 7 7 21 f8 FM SMS 2/ LATCH W METAL (/I(��•�J�SjI i STRUCTURE 2 W000 C_ STRUCTURE23 a x ---SCREETI OPTIONAL ----- .. _..-.--- - SCREEN OPTK)NAII---- '•' ____ o � ^SS 5 D.L. OPG. 14 S tt 7 4 4 x L U i �41/ `�A111--11nn111 YY'''' 19 RE]NFDRCING BAR REGO �� l�f"�' ��i i •1 WHEN LOADS EXCEEDS 70.0 PSF i EXTERIOR PR(A)MTREVISEO _ si eompl.�g with We Plaids ; � ; �' .. $• WINDOW WIDTH bWld+y Cadc XOX LAYOUT E'�iF°°°eQe` t$ OF any: drawinge no. ar•. \� Tani ,�',ssiavn� ��G�• W07-28 �11111111111 sheet 6 of $ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • �• • • • • • • • • T75 2,500 • • • •• •• • 3.312 .07100 l• • L•• ••• •• O VENT TOP/BOTTOM RAIL L•••• .• • 0 em• • •L-O-,O 4g• • • • • • • • • • • • 78 Q FRAME HEAD*49 0 E I 2. 1--1.248-1 F-.166 2 I 1.2 w1! FRAME SILL .062 .250 .437 1.424-- 1 SILL TRACK m I4--2297� O FRAME JAMB (VENT SIDE) Q FRAME JAMB (FIX. SIDE) 'J JAMB STILE [-2,312- F.078 z.3: 1.248 1 1---1.500 7O MEERNG STILE ITEM PART F QUANTrrY DSBCRIPnON ]MATERIAL MANF./SUPPLM/REMARE9 1 SIW201 1 FRAME HEAD 6063-T6 - 2 SIW202 1 FRAME SILL 6063-Tg 3 SIW213 1 SILL TRACK 6063-T6 - 4 SIW904 2 FRAME JAMB (VENT SIDE) 6063-T5 6063-T5 - - 4A SIW731 2 _ FRAME JAMB (FIX SIDE) 5 SIW205 1/ VENT FIXED MTG. RAIL 6063-T5 - 6 SIW107 2/ VENT VEM TOP & BOTTOM RAIL 6063-T5 - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5 - 8 SIW106 1/ VENT VENT JAMB STILE 6063-T6 - 9 SIW112 AS READ. CUBING BEAD (3/8- GLASS) 6063-TS - 9.1 SIW128 AS REDO. ALT. GLAZING BEAD (3/8- CUSS) 6063-T5 - 9A SIWIDS AS READ. GLAZING BEAD (7/16- GLASS) 6063-T5 - 9.1A SIW127 AS REOD. AS READ. ALT. GLAZING BEAD (7/16- GLASS) 6063-T5 - 98 SAW117 GLAZING BEAD (LAM. NSUL GLASS) 6063-T5 - - 11 2K358B22 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH END - MASSOUD & BROS. 00. 12 SIw109 2/ VENT SPRING LATCH, AT 15-1/2- FROM EACH END 6063-TB - 13 - AS READ. FRAME & VENT ASSY SCREWS - 010 X 1-1/2- PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2- PH SMS 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - /12 X 4' PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & MADE DELRIN - 16 S8Y208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 SIW209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LITE SETDNG BLOCK, DUROMETER 5535 SHORE A EPDM - 20 W2320ING AS REDD. TOP & BOTTOM RAIL W'S RIPPING - LILTRAFAB OE EOUN, 21 93028L AS REOD. FRAME JAMB W STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - EN - 5/16- BOX 23 U4513 W'STR'FPWG RIOR GLAZING SPACER OUROMETER 7035 SHORE A - SCHLECEL 24 5531 =A7SREOD.BULB SANTOPRENE CENTRAL PLASTIS 5530 RIOR GLAZING SPACER, DUROMETER 70}5 SHORE A SANTOPRENE CENTRAL PLASTICS SIW211 RISER 6063-TS - 2.687 .078 1.474 1 .844 F^ �j•844 j- .078 j .t55 �1 .050 �I � �I .615 .200 .290 .240 140 1.875� T- 1.177 .B 1L .050 1.177 •969 O FIXED MTG. STILE .176 J F.063 .D58-L I- .309 1841 O O 9 EXTERIOR GLAZING SPACER ©5 INTERIOR GLAZING SPACER GLAZING BEADS (3/8- GLASS) 2a SILL RISER Sc. E ,a SCk-E 1:1 1.495-- n e-� 1 a51 551 +1 r jliL U !� Ll: tf _ r �r r- .812 .050 1.177 � ,.122 .616 1.177 L .050 1.177 j- 'J D T 1 � = . .184 .078 A tt N0 -D .216 .184 .Expim Date , •'. O ® 1.304 By s w , GLAZING BEADS (7/16' GLASS) GLAZING BEAD (LAM. INSUL 12 GLASS) SPRING LATGH�vt i-1 °d6P"'yi1C Ns- '0562 EOF drOwingo no. W07-28 Al tl[sheet 7 of $ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 08 • •• ••• /`"// /' ogy� • • . • /. a c i Q yam m J N 0 1 t�£yaJ Y VENT TOP/BOTTOM CORNERS FRAME TOP CORNER FRAME TOP CORNER ¢ M Z Z <n J � 3w 1J 13 a-m � u) ¢ n g �r j u y Nrno r O `y Lq Lj °moo �a uo� c ♦♦\\\\1111111��'', ♦ �� i 1st_ i 1 _c1 �♦�..•- ..=tpq�'', 4 � 4 8p'•. '=, UCT REVIT S I ss avn�8 wiN the EbeWa � � � _ �• �' I mcic -o . 03 _ s FRAME BOTTOM CORNER FRAME BOTTOM CORNE E Dae • . drowin no. AT MOVING END AT FIXED END FIXED MTG. RAIL CORNER1°m` is�/��A �♦`� ��ruLIN\\♦ sheet 8 of $ M IAM 1-DADE MIAMI-DADE COUNTY PRODUCT CONTRQL ACTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 6W 26 Si%t,.1;o'om 209 ..... BOARD AND CODE ADMINISTRATION DIVISION T (7865 aO--2190 F.(786).315-2599 . • NOTICE OF ACCEPTANCE (NOA) wM►�n,lamidecic eov%coe►omv • • •: • 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*fVpse of construction •� materials. The documentation submitted has been reviewed and accepted by Miami -Dade QyW.RER * • • • • • Product Control Section to be used in Miami Dade County and other areas wheraallaUd by the Authority....; Having Jurisdiction (AHJ). •' ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. IDESCRIPTION: Series "S-400" Outswine 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 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's: • • • • • • A. DRAWINGS .... .. 1. Manufacturer's die drawings and sections. • • • • • • • ..' 2. Drawing No. W09-54, titled "S-400 Alum. Outswing Casemeht.Nvw. (LM.I1" sheets 1 through 6 of 6, dated 10/13/09, with revision B dated M/21/14, pr(!13dt'ed by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P E •; • • B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 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-51b 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). • .0a 00 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. �y 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 .... . . .... ...... ...... . ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC-51 Edit 4V�(20141 ;r d of ter • • • financial interest, dated August 18, 2014, issued by Al-Farooq Qorp6ratio9l, Sighed ar"•.. sealed by Javad Ahmad P.E. • • • • • • • .110. ..... 2. Laboratory compliance letters for Test Reports No. HETI-09-2595►, HETI009 Z599B; • • •; • HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2e++b%HETI-b9-2610 '. issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/09, signed and Seated 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 Windows, LLC for 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-611 Edition (2017) dated 07/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc., for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc., for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. rge M. Plasencia, P.E. Prod,R6 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-511 Edition (2014) andX$.C-6" Fotiop (201i and of no financial interest, dated 07/07/17, issued by Al-FaroogCorporatian,'signeA... and sealed by Javad Ahmad, P.E. • • ; • • ; • • • • • • • ; .. .. 0 • .... ...... G. OTHER . . 1. This NOA revises NOA #14-0926.14, expiring on 01/27/20. ; . . . ...... ; • • • • • • ...... Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-3 .. .. . . . .. .. .. . . . . . . . . . . . ... . . . . ... • • • • • • 12 3/4' • • • • • • • • • • • • 6' M0• MAX. • • • • • • • • • • • HEAD/SLL A HEAD/SILL • • • • • • • • • CORNERS 3 • • • • • • • ... ..... II , .• • • • •• ••• •• =II • ••• • • • • •• • I D C • • • • • •• • • 4 I 4 = aio r c n ,, II II n p � 11 It II \\ 29 3/B' SERIES 5-400- .DTIH ALUMINUM OUTSWING CASEMENT WINDID 37' DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER WINDOW WIDTH CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE - n COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MULLTI POINT LOCK MLW—LADE COUNTY APPR'D WINDOWS USING MLAMI—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 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEDUATELY 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 �vpp b r �a� a 0 G'a p V O�WaD ogoge Q�z�N Q b8f � MUNTINS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT 4 0 n S SHUTTERS ARE NOT REQUIRED. S 5 li g< f, ti. .. ,ti �..?.f 1111111 ILA AA :.... ��' PRODUCT REVISED u complyln� with the Florida Building Code NOA-No. 17-0731.05 Expiration Date01/27/2020 OF drawing no. "' W09-54 gilam uet Control '�'ILI l lt`` sheet 1 of 6 • ... ... . . ... . . . . .. . DESIGN LOAD CAPACITY - PSF • • WINDOW &A S1 a • POINT LOGS • MULTI POINT LOCK PssiDj 'r. '8'. 'C k i'LA TSB C GS GLASS TYPE EXT.(+0 1NT.(-) .(+) WT.(-) E%T.(+) INT.(-) 36_3/8. 4 70.0 70.0 0. 70.0 BOO 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 solo 80.0 P26-1/2- 70.070.0 70.0 70.0 50.0 80.0 80.0 80.0 7 .0 7 . 70.0• 8" Bolo SOD 80.0 - • :t47.0 • i0A• iiw 0 80.0 80.0 80.0 .0 .0 •D'G lo.o anso solo Bolo wD 37' 79.0 • 70JO ADD ii0ml)e .09,6 80.0 80D SOL 42• 70.0 70.0 70.0 70.0 BOA 80.0 80.0 80,0 26-1/2• 32' 37' 42' fi3• 70.0 70.0 70.0 70.0 80.0 Bolo 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 Bolo 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 26-1/2" 32' 37' 74-1/4' 54.4 54.4 54.4 54.4 $0.0 80.0 52.2 62.2 _ _ _ _ 80.0 80.0 _ _ - - - - 80.0 80.0 - - 26-1/2' 32" 37" W. 43.2 432 4&2 43.2 80.0 80.0 49.3 42.3 _ 1 _ 80.0 80.0 _ _ _ - Bolo 80.0 _ _ 26-1/2' 1. _1 37.1 37.1 37.1 37.1 80.0 80.0 1 42.4 1 42.4' - - - - 77.6 77.6 1 - I - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13GO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 4.V x 1/V HEAT StREN'D GLASS 1/3" HEAT STREN'0 GLASS I m .090' Interlcyer 090' Rnedcyer Z a Troalfol PVB By 'hooray Amedco, Im. SentryClaa By Kurway America, Inc.' 0 e5 0 J 7j 1 /6' HEAT STREN'D GLASS 1/tl' HEAT STREN'D GLASSc0i ad ;� 7 t m m 7� �q 0 10 11 1 3 SILCONE u 10 11 3 SLICONE V p m n 10.1 LOW CORNING 995 n ICA DOW CORNING 995 P 0 me AT 1/4 POINTS AT 1/4 POINTS 33 ON UTFS WIDER 33 ON UTES WIL1ERO O THAN 36" ONLY THAN NLY GLASS TYPE 'A' GLASS TYPE 'El' THAN 11/32" OVERALL. 11/32' OVERALL 3 I CJ JO 1/8' TEMP. GLASS t 1/4" AIR SPACE Q M 3/16' HEAT STREWD GLASS 1/8' HEAT STREN'D GLASS Z N entr Interlayer � tae 'Kumrcy 090' Intenayer Troaifol PVB � 3 "Al" o CX9 U 1 By America, Inc.' By By 'Rummy America. n aom" 3/16• HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS } z m CARDINAL XL EDGE SPACER U) LO r 3 � ST. STEEL w, fn m Cl � p tOB.i 11 1' i SILICONE DOW CXN641NG 995 n IOC it SILICONE DOW CORNING 995 O I, r t ' AT 1/4 POINTS oN LRES ER WID O 33 AT 1/4 POINTS ALL SIZES g THAN 36' ONLY GLASS TYPE 'C' GLASS TYPE 'D' 7/16" OVLi1AIL 11/16" OVERALL �oKilillikd GLAZING OPTIONS PRODUCT REVISED ae com ring with the Florida t3ulhlinp Code _ j� : • {,T - NOA-Ito. 17-0731.05 Expiration Date 01/2712020 '� OF drawing no. W09-54 Mla act on 'i r�l' r7 fllrlll�t(1 `` sheet 2 of g • ... ... .. .. . . . .. .. . WW1 qI By. TYPICAL ANCHORS SEE ELEV. FOR SPACING N WAf-DARE COUNII' APPROJED I I MULLION k MULLION ANCHORS I I SEE SEPARATE NOA ;I II EDGE ,I 11 II TYPICAL . SEE ELEV. FOR 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 TYPICAL ANCHORS: SEE ELEv. FOR sPAallo 1/4" DIA. ULTRACON BY 'ELCO' (Fw177 KSI, "156 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 10Y BUCKS INTO CONIC. 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/st.L/JAMBS) 1-1 4' MN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (QWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8' THK. MIN. (BOM-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WIN AUJMNUM TD BE PLATED OR P)NTED) 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 1'c - 3000 PSI MIN. C-BO GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. '1 T PRODUCT REVISED wa conplVln• with L, Florida ` Duumng a NOA-No. 17-0731.05 ' • EDGE D(r - , Expiratlen Dato 01 /27/2020 .. • TYPICAL ANCHORS 9y d SEE ELEV. ley wOOD BUCK �� uct Coa6o1 FOR SPACING = a Ph x U 0�� get 0gM'-, 009a cro 0 Egg 0 4bm J A i o_ N n a< _Z lEA .3Of= n U U QO" N � dcHm LO !ALO rno �i i drawing no. 3� W09-54 • . ... . . . ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O MULTI POM �� 1/4' IIAX SHM 1 LtU Z yp • • • • f • • • • • • • • SETYPICAL ANCHORS EE• SEE ELEV. >! FOR SPACING I Z �a •• • • •• ••• •o' LL • Of • •• ••• .0. • • • • • • • •• •• w STR ^ y zT �yj.l • • • • • • 0.0 • • • • • • • :.0 • • LATCH KEEPER 2 PER JAMB UP TO 31-1/2' a a: 0 0 AL ANCHORS WOW. HTS. J PER JAMB UP TO 47' WOW. HTS. G 0-1 Ems. SPACING SNUBBERS -4 PER JAMB UP TO 63• WOW. HTS. 8 PER JAMB OYER 63' WOW. HIS IA N O 2 PER AM LIP TO 31-1/2' WOW. HTS. LL z J PER JAMB UP TO 47' WON. HTS. 4 PER JAMB UP TO 63• WOW. HTS. 8 PER JAMB OVER 83' WDW. HTS 2 PpNT O LOCK S1S. 18 _ 1/4• AIAX. SHMS O $ C i � m ! �^ W000 BUCKS TYPIb1 AY.NCHORS �. 1 1 2'----------------------- SCREEN OPT.------- SEE E1.L_1 O FOR SPACNG Z N OI 3 w H'NU r (� = a0m N 3 12 14 7 EXTERIOR 4 ! O (n O.L. OPO. (•:..:r, '�; :v ' [n w 0 SINGLE VENT WINDOWS i ` PRODUCT REVISED � as co ylnp wRh the Florida 8.NOA-No. 17-0731.05 Expiration D 7/2020 �- OFF drawing no. ey �C W09-54 Nlara a ro acS ontm ''�, �' rhg11jj11N1 sheet 4 of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . ... . . . . .. . PRODUCT REVISED _ B complyingCod with the floral• � 7p5g2 NIDA- Code Now-na 17-0737.05 _ Explratloe Det j 7/2020 ,L� OF � �u•m re ua ee �tiS��AlAL1`'t • R a F Z a O y b O:D 0 :i D xl o tt ro p�co Q Q Wf M O N N JN 1 J O h 0 Z In N ¢ O QUW A 0 15 eiR -Sb,BW pO L o 1F-;d:LLL b s $ SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. drawing no. sheet 5 of 6 QSY N0. P1RS A0. QDlli7T77 D1LR(StIP1TON 1L77iRI1L ilANP./9[JPfllet/RE11f8Y9 1 SM'4O1 1 FRAME HEtD 6061-TO - 2 SIW4O1 1 FRAME Sid • • • 8083-TB - 3 SM'4O1 • 1 • FRy1E ,LA11�H6'(�E SIB • BO63-Te - 4 SaV401 1 FTL111E JitAB-UTCF} DOE • • • 606]-T6 - $ SIW402 • 1• • VEHT TQP•RIL • • BOB3-T6 e sw4G2 1 VENT BOTTOM fL1C. Bos3-r6 6O8:f-T6 - - 7 SIW402 t _ VENT SIDE RAIL -HINGE SIDE a SNt4G2 i VENT SIDE RAIL -LATCH SIDE 6083-T6 - 9 231 SB AS RE S ST. STEEL TRUTH HARDWARE 10 SIW112 AS 1tE0D. RiQNO BEAD (•y18a GL161) • 8063-TB - 10.1 S1W728 AS D. AL 1 CLASS) 6Ofi3-Tfi - 10A SW/117 CtXNG aEM (•9/U' NDr.•CLASS� 6083-T6 - f08 SflYtOB _AtREOD. AS RE0O. OIAZPKi BFIO (7/18' CUSS) aO63-r8 - tOB.t - AS READ. ALT. CIAZNiC BEAD (7/18' GLASS) GO83-T6 - 11 5531 AS REOO. EXT. GtA7JN0 SPACER, WRONEIFR 7Ot$ SHORE A SANTOPRENE CENTRAL. PLASTICS 12 9302 AS REOO. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS RED(). INNER COI�SSKN SEAL - SCHLETiEL SYSTEMS 14 PJS4O-SS 2/ CORNEA CORNER LOCK (1-3/4' % 1-3/4' X .OS4' THK.) ST. STEEL SIa.LNAN h ASSOCIATES i6 35.13 2/ WOW 4 BAR HINGES -HEAVY ONLY ST. STEEL TRUTH FWiVWARE 17 $2.13 1/ eVV/ SINGLE ARM OPERATOR - TRUTH HMDWARE 17.1 32858 i OPERATOR GASKET A62 - TRUTH HARDWARE 172 32833 1 OPERATOR SPACER .236 - TRUTH HARDWARE 17J 21546 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 - TRUTH HARDWARE 1B 30175 1/ OPER. TRACK ST. STEEL TRUTH HARDWARE 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 31394 1/ LOCK KEEPER (SNGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 19A1 217OB 2/ VENT SPACER (MULTI POINT LOCK SYS) - TRUTH HARDWARE 19A2 21800 i/ LOCK SVPPORT PLATE (MULTI PONT LOCK SYS.) - TRUTH HAfiDWARE 2OA 31307 AS RED. KEEPER (MULTI POW LOCK) - TRUTH HARDWARE 20A1 24 SERIES 1 INTERLOCK ROLLER 7E BAR (MULTI PONT LOCK) - TRUTH HARDWARE 2OA2 3xe24 AS REOD. RE BAR GUIDE (Att1LT1 POINT LOCK) - TRUTH HARDWARE 200.] - 2/ WIDE TIE BAR GLIDE MOUNTING SCREWS (MULTI POINT LOCK) - %10 % 1-1/4' F11 SMS 21 - I 5/1e' BOX SCREEN - OPTIONAL 22 - 2/ CORNEA E'FAIIE Ae VENT ASSY. SCREWS CRS /10 : 1-1/4' FH SMS 23 - 8/HWCE HINGE MOUNTING SCREWS - �fO x 3/4' FH SMS 24 - 2/OPERtTDR OPERATOR TRACK MTG. SCREWS - /10 x J/4' FH SMS 25 - 2/1O".FPER KEEPER MOUtTTNG SCREWS - /10 z ]/4' FH SMS - a/OPERATOR 27 OPERATOR MOUNTING SCREWS - �10 X 1-i/4' FH SMS 28 - 2/LOCIC LOCK ASSEMBLY MOUNTING SCREWS - �10-24 % 1/2' FH MS TYPE F 29 2/SNUBBER SNUBBER YTG. SCREW - /10 x 3/4' FIN SMS S2 5530 AS REOO. INTERIOR GIAZWG SPACER, OUROMETER TOTS SNORE A SAMOPRENE CENTRAL PLASTICS 33 - 2/ LITE SETTING BLOCK EPDM DlR20METER BSt5 SHORE A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . VENT .045 .644 r �1,644 r .6, 2 -f .61, 2 rl 1.177 LI .Oso 1.177 to ,0.1 GLAZING BEADSSI (t5-/16" GLASS) .zsO 1 I .0121 71 L GLAZING BEAD (11/16" INSUL GLASS) .045 Mir .etj2 — 1.177 .oso�i.t�77 at6--I .,64 GLAZING BEADS (7/16" GLASS) �v m C q b n 0 12 os�m :.i O f mil 00aog 8 Sad p PRODUCT REVISED b as ith th• Flodda 6uliding Cod• _ • • • • * ` �` NOw-No. 17-0731.05 $ ='0 C,pIntlon l27/2020 g drowinq no. eY W09-54 1"' Ml 1� 1`` sheet 6 of 6 MIAMFDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION I1805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.gov/e------- SIW Impact Windows, LLC • 975 S. Congress Ave. # 102 • • • • • • • • • • Delray Beach, Florida 33445 ' ...... . ....% SCOPE: ...:.. . . . This NOA is being issued under the applicable rules and regulations governing the use of cvh9*tYption rUterials. Then •' documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be .*'** . .. ..... use in Miami Dade County and other areas where allowed by the Authority Having Jurisd� �tton {AHJ)� • � � • • * * • • � • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cot 4t .• ;oduct Co�trol Section• • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserveMe xigit to have this product % or material tested for quality assurance purposes. If this product or material fails to perform in the accePfed'manner,•the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,maodky, orsupegd thevse • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptitte, 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 "600 KM"Aluminum Sliding Glass Doors (Dry glazed) w/wo Reinforcements rawmg No. W12-24 Rev C, tit "Series 60OKM Alum 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 lites 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 ft. 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. MIA wane COUNTY NOA No. 17-0717.06 / Expiration Date: August 31, 2022 6 '� Approval Date: August 31, 2017 '1\2Page 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 Ww; ...... .' 2. Drawing No. W12-24 Rev C, titled "Series 60OKM Alum Sliding Glass DeSdt'o!MD", sheets 1 • • • •' • through 12 of 12, dated 05-25-12 and last revised on MAR 23, 2016, prepared 6I'Al-Farooel' • �.... 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 KBCTAS 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 installation diagram of OXXXXX 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 (5t' 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 Santoprenel2l-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. ISk�� lshaq I. Chanda, 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 • • • Y•YYYY • 1. Drawing No. W12-24 Rev D, titled "Series 60OKM Alum Sliding G10 .Qor (LMIY", sheen • • • • 1 through 12 of 12, dated 05-25-12 and last revised on JUL 06, 2017, prepared by.Al ;Farooc; • • • • ; Corporation, signed and sealed by Javad Ahmad, P.E. 000000 . 0 Y . 00000 ...... . Y Y .... . B. TESTS •• •• •••• •••••• 1. None. . . . . ...... . . YYYYYY C. CALCULATIONS • • Y • Y 1. None. 0000 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(51h Edition) & FBC 2017(61h 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 1. Chanda, P.E. Product Control Examiner NOA No. 17-0717.06 Expiration Date: August 31, 2022 Approval Date: August 31, 2017 E-2 . . ... . . . ... . . . . . . . . . . 189 (4) PAIRS • • s • • AT FRAME HEN) • • • • •• • • f • • • • ANCHORS IN PAIRS • • • i • • • • • • • AT HEAD/SILL/JAMBS 18' MAx. • • • • • • • • • 5 3/8' MAX EACH LOCATION SHOWN • • • • • • • HEAD/SILL A L� • • • • • • • • • • • • • • CORNERS--' -- TEAD/SIU j V. .. .. . ...... � a a o - g Q rn•z c II II II I I u I I n u u II II u C^� V C^> V u n II II I g z":B I %\I� 1 FALSE MUNTIN 41 3/8' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. OPTIONAL D.L. OPG. D.L. OPG. WEEFS SHUTTERS ARE NOT REQUIRED. AT FRAME PSILL AT CENTER OF EACH PANEL 48 MAX. PANEL WIDTH 4a" (MAX.) SERIES '600KM' ALUMINUM SLIDING GLASS DOOR PANEL wDni DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. 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 & 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 MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED N 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 MATERIALS INTO CONTACT WITH OTHER DISSIMILAR MATERSHALL 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) DAYLITE OPENINGS: D.L.O. HEIGHT - PANEL HEIGHT - 7.375" D.L.O. WIDTH = PANEL WIDTH - 6.625' DOOR HEIGHT - PANEL HEIGHT + 1.875' ir ItEVF9BD witY �� FbNI► .Y 6 Q 6 0 �ASJ1, 3L.F�2'Z MW WkI. Caul ' iSaR a o0 N 3 m o O a ! .� �►.t).ANA�., 4 ' OF !l/Al`/ �'�-'� drawing no. ''• °'"°�;.aG`�Y W12-24 • • ••• • • • ••• • • • • • • • • • • 282` TESTED ADDL PAIR REDD. AT HI -RISE SERIES ONLY (4) PAIRS • • • • • FOii PANEL WIDTHS ABOVE 10' ANCHORS IN PAIRS AT FRAME HEAD • • • • • • • • • • • • 5 3/8. AT HEAD/SILL/JAAIBS 18' MAX. • • • • • • • • • • • • • • • • (L[��}�•• EACH LOG710N SHOWN HEAD/SILL 3' HEAD/9LL • �• • • - • CORNER'! ••• ••• •• , -'t•� �---'� �'---� � � - - • • w =___•_ • • • 1 D1 D D E1 D1 C I ---- ,YA/ II I I I I II I� II FALSE MUNTIN - OPTIONAL 41 3/8' 41 3/8' D.L. OPG. D.L OPG. 48' MAX. TYPICAL ELEVATION PANEL WIDTH 48' MAX. PANEL WIDTH REINF. HI -RISE SERIES NOTE' 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 a 294 SO. FT. MAX. OVERALL FRAME WIOTH = 423' I 1 I II ;g /AT r-'r-_EEPSAT FRAMP�lYP ESILL CENTER OF EACH PANEL N / I N 01 Q �L Opp 0 t I p LL °ogg 0 -L 04 �WR QWB� rnaoucrrQcv�o I� � � •••..ntM•• •wae n.dr o, No 17-0717.04 Ewall4ft We In 'V... ...!... ,. �:'CENBE'' OFF drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PSF AVBAGE DTH PANE. WI WAics DOOR KEKW MCHES L/2' SHIY SPACE 3/8' SBDI SPACE ON-R I,; iEiilm • �- SERIES • HA. MTC. SwL! REINF. BPLRISE SERIES H.D..G. SIDE WT.(.) .ENT.(-) .EXT.(+)• Ilk(-) 4 INT.(-) 47-7 18 82 00.0 90.0 98.0 0 90.V 110.0 48 50.0 60.0 90.a 98.0 9 A 110.0 47-7/16 46 84 50.0 60.0 90.0 98.0 90.0 110.0 110.0 50.0 60.0 90.0 98.0 90.0 47-7/16 48 90 50. 60. • 90.t • -%IIA • %0.0 110.0 50.00 066.6 .90.% OP&0 • 90.0 110.0 47-7/16 48 96 50.0 60. . .6 50.0.. %8.0 . 904 "Qt %0.0 110.0 • 90.0 110.0 47-7/16 48 98 50.0 60.0 90.0 9B.0 90.0 110.0 50.0 60.0 90.0 9B.0 90.0 110.0 47-7/16 100-1/4 50.0 60.0 90.0 98.0 90.0 110.0 INTERLOCK MTG. snLE/LOCK STILE NON-REINF. RESIDENTIAL SERIES STD. INTERLOCKS AVERAGE PANEL WIDTH - DOOR WIDTH NUMBER OF PANELS ALL EXTERIOR(4) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 4' SILL HEIGHTS. FOR 2-3/4SILL 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 DETNLS 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 DECLARATORY STATEMENT DCA05-DEC-219 �1 E1 INTERLOCK MTG. STILE/LOCK STILE REINF. HI -RISE SERIES H.D. INTERLACE 2 rrEM PART / QUANTITY DHSC6[PTION MATERIAL YANF./SUPPLUM/RYYIM 1A 702 1 3 TRACK FRAME HEAD 6063-T6 - 1B SfW-004 1 4 TRACK FRAME HEAD 8083-T8 - 1C SIW-001 1 5 TRACK FRAME HEAD 6063-T6 - 2A 701 1 3 TRACK FRAME SILL 6063-T6 - 2B SIW-005 1 4 TRACK FRAME SILL 6063-T6 - 2C SIW-002 1 5 TRACK FRAME SILL 6063-T6 - 3A 703 2 3 TRACK FRAME JAMB 5063-T6 - 3B SIW-006 2 4 TRACK FRAME JAMB 6063-T6 - 3C SIW-003 2 5 TRACK FRAME JAMB 6083-T6 4 709 1/ PANEL PANEL TOP RAIL 6063-T6 - 5 710 1/ PANEL PANEL BOTTOM RAIL 6083-T6 - 6 705 1/ PANEL JAMB/LOCK STILE 6063-TS 7 707 1/ PANEL STD. INTERLOCK STILE 6063-T6 - 8 706 1/ PANEL H.D. INTERLOCK STILE 6063-T6 - 9 706 AS REOD. ASTRAGAL STILE 6063-T6 - tOA 7048 AS REQD. 2-1/4' SILL ADAPTER 6063-T5 - tOB - AS REQD. 2-3/4' SILL ADAPTER 6063-T5 - 10C 704A AS RE00. 4' SILL ADAPTER 6063-T5 - 11 900 AS REOD. REINFORCEMENT 5063-TB 12 703A AS REQD. JAMB ANCHOR COVER 6061-T6 - 13 - AS READ. GLAZING GASKET SAMOPRENE CENTRAL PLASTICS 14 W22285NK AS REOD. FIN SEAL PILE WSTRIPPW6 POLYPROPYLENE ULTRAFAB 15 9270 AS REOD. BULB WSTRIPPING VINYL - 16 D750SVIW AS READ. PILE PADS - ULTRAFAS 18 - - LOCKS - AMESBURY HARDWARE 19 - 2/ PANEL ROIL Ea ASSEMBLY - - 21 #14 X 1-1/2' 2/ CORNER PANEL ASSEMBLY SCREWS - PH SMS 1/4' HEAT STREN•D GLASS erica. Inc.' STREN'D GLASS o GLAZING DETAIL 9/IV OVERALL LAMINATED CLASS WtODUCf imvmm b•y ,.X' *" Oe Llm{r AmvmmmwDom! -oil .LjL NA0ANM��l ' nE :•G.• 000lp G L p t a o R Ego D O i m C N o I g n i drawing no. W12-24 sheet 3 0f 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • C V c • XO (4?rNjOX • ••• . • • 0 OP • ••• C D E • • • o- EXTERIOR OX-O (SHOWN) 0-X0 1-1/2- X 1-1/2- X 1/8• ALUM ANGLE AT TOP h BOTTOM SECURED TO FRAME k STILE WITH 110 SMS, (11 PER LEG c D D c b a XOX (SHOWN) 10 xxx (SHOWN) PINK OX—XO (SHOWN) -APPROVED CONFIGURATION UPTO MAX. 4 PANELS ME C_ > >• . IpammMigmi � ,�• Una d NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 k 8) PRODucracvmm wn.,k t1" --b1�11 az L IG L,_ _ 1 ( � RESIDENTIAL SERIES . WITHOUT REINF. " a j aaa� ` a i 11111 I11,,, v * 70M i k TE OF�((/�� drawing no. -A W12-24 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . XX (SHOWN) C M o- OX —O (SHOWN) O—XO o 1-1/2' X 1-1/2' X 1/8' ALUM ANGLE AT TOP & BOTTOM SECURED TO FRAME k STILE WITH /10 SAS. (1) PER LEG Tl rffl, I �r WN N-11 -- --- XXX (SHOWN) N -` �L � ►c_ � R INF. HI —RI SERIF s APPROVED CONFIGURATIONS LINUMITED PANELS MAX. PANEL WIDTH - 48' �0 l� o Q W � NOTE: 0 u CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY 0 r w (SEE APPLICABLE ANCHOR INSTAL-ATICNS IN SHEETS 7 do 8) $ THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK Q FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT i t MAX. NOMINAL PANEL WIDTH = 48" 0 MAX. DOOR HEIGHT — 100-1/4" Q c Z MAX. OVERALL DOOR FRAME AREA - 294 SO. Fr. MAX. OVERALL FRAME WIDTH — 423" Q Z J � c�i wI jg� i a San 5j Ztn-J ;w n s F-�U'Uw aVmN f N� }� �DI1CrIitEY1� � n ..IU /M f4Ad� rn CnmO d �.1i:11N.i�1 "e N .b6 0 iirrna burr REINF. HI —RISE SERIES (PITH REINF. \ • i�7M, ,QQHi b i b. • ATE OF =•!V`� drawingo no. Lel . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• o- 0 1 _ • • > _ =Elm• OXX—XXO (SHOWN) REINF. HI -RISE SERIES APPROVED CONFIGURATIONS UNLIMITED PANELS MAX. PANEL 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" KtoDUc r ��IRED • nib t4 F7egl1 w 70L E•WMV•Oxs�IT .t�l�.zZ ,•d•�T Oaw;y REINF. HI —RISE SERIES WITH REINF. 9 1P • �CENBy�• %l' 1 9 70502 •. � sp �. ATE OF •((A� drawing 9 no. W 12-24 . . ••. . . • •• .. .. . . . .. .. .• . . • . . . • • • • : : : : .: . TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING \\ • 1BY OR 29Y WOOD•BUCK iv • SEA N" B11�1ELO71) ♦ • • • J. CONCp 8 TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PARS AT STILE ENDS SEE ELEV. FOR SPACING z _F TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA, ULTRACON BY 'FIM' (F..J" 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. EM13ED INTO CONCRETE (HEAD) 1-3/4" MIN. EMBED INTO CONCRETE (SILL) 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) MRS T STILE ENDS 1/4' DIX 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 MOMI-DADE 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. TYPICAL ANCHORS IN PARS CLUSTER OF 4 PARS AT STILE ENDS SEE ELEV. FOR SPACING META_ STRUCTURES EDGE (SEE SPEC BELOW) Z >+ p �, q pST. A. W 2 Ito t zn Cyr \N Wuxi n +n gac` ydy yy a'KZg� MWAI-DADE COUNTY MULLIONOA W W 1 SEE SEPARATE SEEPAAR I I a W O+ f J m 'U�� 8z � ORS IN PARS4 PAM AT STILE ENDS G J0 aU n SEE ELEV. FOR SPACING � 2 OJM 25 oa 3L n FUU FOE N aCm � vi PRODUC F Qgyrm `� 3 N � •.• tab MtY tle F%da ��' m !n a r, o �17-07�VL RISER SECURED TO EACH JAMB WITH (2) 16 X 1/2' FH SMS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. �o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. z� F �Co PROPERLY SECURED 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o e J 3 rc v J 'a AND TRANSFER THEM TO THE BUILDING STRUCTURE. o m J yI o v+ n x Ta c U i /i' N N POURED & HARDENED YI HIGH STRENGTH GROUT n NOT BY SIW NOT MIN. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN PAIRS CLUSIER OF 3 PAIRS AT STILE ENDS SEE EIEV. FOR SPACING LIMIT MAX. LIMIT MAX. LIMIT MAX. EXT.(+) LOADS EXT.(+) LOADS EXT.(+) LIDS TO 90.0 PSF TO 50.0 PSF TO 45.0 PSF RESIDENTIAL SERIES HI -RISE SERIES .7002 S OF �6(A�� drawing� no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS *IN*:ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING • • Ift OR 2& WOOD BUCK SJE NOSE I SHEET 7) ' 41N.. �a • •• •. �• 1B • • • n 4 TRACK FRAMES ANCHOR LOCATIONS �S B • CONCRETE. '. f DIST MIN. MIN. SHIMS OPTIONAL TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING —W 3 ROWSyn�na O SEE ELEV. FOR SPACING 1 /2' MAX. SHIMS SEE Dp IN SHEET 3 0 o Z \_ z_ n � EM. 7/8• . O � 5 TRACK FRAMES ANCHOR LOCATIONS 0 � ., � II'�191iIiIl1l� .9aw9W r�ro�lkl.®....... �.jll.— �OMNI 11VA9 • , TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS �4 nl SEE ELEV. FOR SPACING 1 1BY OR 2BY WOOD BUCK 1, (SEE NOTE ON SHEET 7) IqQ� FW ;Fi u O _, 0_8 U N ==-n o� am \"wH O c< N Oars TYPICAL ANCHORS 7S SJ 3 ROWS Y jr SEE ELEV. FOR SPACING Q yWj N ZOf 1/2• MAX W A f SHIMS 0 SEE Dp IN ry SHEET 3 J 25 J O n i O» c Da � Zv1� 3w Uzwo:U m Y CL N \ z 0. U W 3rlw N (/) CD 0 FMDLJC: r REVww 0 �wp�il wh0 fi�Iirli _ _ Amnu.r�w o 17-Z, [aFirr{r D.Te 4� EXT. � c baa Lb . . L Sro `0 6 g TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT SOLE ENDS SEE ELEV. FOR SPACING 1. 3 .JJr I g � AIIC OF ,V drawing no. /'////III IA11jTIT```` sheet $ of j TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT SOLE ENDS SEE ELEV. FOR SPACING 1. 3 .JJr I g � AIIC OF ,V drawing no. /'////III IA11jTIT```` sheet $ of j .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACING 3/8' MAX. 1/2' MAX. �� SHIMS SHEET 3 I SEE DD IN SHIMS Dp IN SHEEP 3 SHEET META STRUCTURE (SEE SPEC O ,8 % 3/4' FM TEKS AT 4' FROM ENDS AND 12' O.C. I SHEET 7) n n yO p O 3 EXT.EXT. SEE NOTE SHEET 1 NON-REINF. RESIDENTIAL SERIES O 1/2' MAK TYPICAL ANCHORS �u ej IN PAIRS SEE ELEV. FOR SPACING Z q H 3 1/2' MAX. SHIMS SEE Dp IN SHEET0 Q n 1 nt �luq�u �. ODIC pm • Z 0 � g Q �L2Ylf-iA O c 9,21 SOS 8 � � EXT. _ a $225 !r 0 � J N N 7RN r 0 is 0 > Z_NJ 3W� n Y aF 00 om H ui !PPANCHORS AIRS :E ELEV. FOR SPACING N rn La �WICf1tCV16Ep Ceaetie Fbrf/e w FAM Ii Oi.( .06 2 o \� . J...... I. _ .. Y: N0.70592. ' drnwingv no. '.l(/�� 7E OFjig . . ... . . . ... . . . . . . . . . . N I m N_ • • • • • • • � 1p , llltltltlVVV � g(l TYPICAL ANCHORS IN PARS 3/4' FH 1EKS 7 W SEE ELEV. FOR SPACING AT % •• A1;4 �M E" 1/2' MAX. •.• •• • MD 16 QC. • • • • O�C�pW� � SHIMS SEE IN • • • • • P • WI • • • • • • • r, • 1 • o � �al 9 & ETp SHEET 3 • • • • • ••• •• D.LO. D1 D2 E1 p 0 0 R 'l-H Q W - - - 14 -wa�l - - ' � N -. \i o S JO N _..__ .. 15 .. .._.� _.._.. ._.._.._.. ._.. �'o n 31in - _ - - - - 1 1�4'• 25 0 Q o y2�5 11 rn m Z In F W N HZU PANEL WIDTH EXTERIOR o.LO. 5x R D,U tBY OR 26Y WOOD BUCKS PANEL WIDTH vi r f n SEE NOTE SHEET 1 N OVERALL DOOR WIDTH (MULTI PANELS 24'-B' MA%.) O PROQOCf RFymm 8 0 ��i7wli � o R EVVMIi�•A1�e�y� 'GL qa s � pH5 s N Mt.o' 0 o 0 o a R! o ^ h 2 0 0 e= it 7�0502 drawing no. •' OF ' f(f�� REINF. HI -RISE SERIES °' / sheet l0 of �2 //I111 It1\ .. .. . . . .. .. . 4.775 .,25• 6.400 .125 1I''� 8.025 .95.3 �V r N I .125 • 1.875 • .ST 1. 5 • • • • •Flf 1.577 I875 1577 Q N • • • . �.250 • • • .075• • • • .2" I .075 .250 I 1.471 .124 \ f x Ic 0 ` a V to 3 TRACK FRAM HEAD t FRAME HEAD 4 :. 1CCK 5 TRACK FRAME HEAD .050 075 HARDNESS - 73 SHORE A Q ci .R ¢ y . • • • • • Y 4.937 • �, .125 i •• • • • • • • • • • • 6.56J 8.188 • '} .500 ••• ((77C •125 : �n1 �1�TI • I I N• n I I n I I n�� h��-I�n�I�1I-tM 1--1� 1.000 .123 I I n I I n I I n I I n I I n I I� 1.000 .570 SILL STUN (100% SfRNN)- 408 P51 TENSILE STRENGTH (BREAK)- 1058 PSI ELONGATION AT BREAK - 460% 0 C ei Q Q g 1q �4- �. SPECIFIC CRANKY - OM ¢ n 5.439 -I 7.084 -I I E.889 GLAZING GASKET' SANTOPRENE Q 3 TRACK FRAME SILL 2s 4 TRACK FRAME SILL sc 5 TRACK FRAME SILL 13 EXTRUDED BY SCALE E 1:1-1 PLASTICS' Q W to E f O 1.250 1.250 1.250 1.250 1.2I50 L 3.187 �•--1812 .�2 .125 .125- .125 I 3.625 v m N i> JN 1.375 1.375 .949 1.551 1 _� 2.375 I O LU O pro .250 1.375 .250 I I �I 1.141 F-- Z R71 N 3 p = m 5.000 fi.825 .250 8.250 Q STD. INTERLOCK STILE .312 .312 .312 � Z Q n lil QUO] N HOBO i.250 3.187 -�I I t® 2-1/4' SILL ADAPTER 2-3/4' SILL ADAPTER 4" SILL ADAPTER (� fir = b .080 �{ a) O 3 TRACK FRAME JAMB O 4 TRACK FRAME JAMB O 5 TRACK FRAME .080 JAMB .949 3.128 .082 5 ,1Y5 I 1.812--1 .348 a ' 4 NWDUC F JaEvmm "��"NE e4/M1i Aftvw me O[ EykM1mAtr-1Z o -� B o e -y 1230 .949 j-- Q H.D. INTERLOCK STILE 1Z JAMB ANCHOR COVER U A : j-- j ,00 jL!~tsUl 3.165 1.375 .100 4.M 3.612 -T 1.765 949 r1.585-) 3.187 \\\\111111 ca-^ SID Dsgss a - - n o o 1.375 .082 3.070 A82 ZS28 .250 I -.082 � _� �3�.[5 � ` •A 11^^'" --i .949 �1 1.Z30 .125 1.812 1.036 1.812��111 ATE OFF drOwing no. oma.•�`�� W12-24 Q PANEL TOP RAIL 0 PANEL BOTTOM RAIL ASTRAGAL STILE 11 REINFORCEMENT © JAMB/LOCK STILE .. .. . . . .. .. . . . . . . . . . . . 21 .� •/gyp •• • • • • FOR LEGS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. TOP 1/4' DIA. 1/4' x 2-1/2' WEEP SLOT IN FRONT LEG 08 x 1/2- _ FH sus .Jr o 0 SILL CORNER CLOSURE ALUM BRAEK METAL FRAME SILL BOTTOM LEGS -i r TRMMED TO RECILVE TROUGH Y g� / 5-1/4' X 2-1/2' X 3/8' O J N J O_ ,... ALUM BRAEK METAL TROUGH SEALED TO FRAME SILL WITH y �� n SIKAFL- URETHANE SEALANT n " ENTIRE PERIMETER TO PREVENT WATER LEAKAGE c� a a,i o < "1 y Zln� 3/ a ZO W n-Vm� U) vi -'/4• 2_1/2• 3 g tnmo FRAME SILL BOTTOM VIEW c u � - - TROUGH REOD. AT CENTER OF EACH PANEL y c R o ffi o SILL ROTATED 90' TO SHOW WEEP DETAILS o c S 11'. .� l+c.K TEOF,<drewing no. aJ :.•q'?'o►�:aG��` W12-24 F 'a �r af, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search I _. Product Approval ;a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15210-R6 Revision 2017 Approved 0 Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2019 Ryan J. King, P.E. ® Validation Checklist - Hardcopy Received FL15210_RM_CQI_(a) Certificate of Independence.p�f Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1521 —M—Equiv(a) Equivalency of Standards.grjf. Sections from the Code " ' • Product Approval Method Method 1 Option D • � � : � � • ••••• � � � � � so* -:- Date Submitted 08/13/2017 : • • Date Validated 09/18/2017 • Date Pending FBC Approval 09/20/2017 ' • • • • : �' �'; Date Approved 12/12/2017 '••• Summary of Products FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1521 _ 66 JL(b) Inst 15210.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6_AE (b) Eval 15210.1.pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_g6_II_(¢) Inst 15210.2,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210_116_AE_(b) Eval 15210.2.ps1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_M II_(b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FLl 210_RMC_AE_(b) Eva[ 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_jl_(b) Inst 15210.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FLl 21 _R6_AE_(b) Eval 15210.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 U_II_(b) Inst 15210.5.p-�ff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 434649 Impact Resistant: Yes Created by Independent Thirds arty: %Qs • •' Design Pressure: N/A • • • • Evaluation Reports • • • . • Other: See INST 15210.5 for Design Pressure Ratings, any FL1 210_R6_AE_(b)Eva] J321-p�f•••+• �• additional use limitations, installation instructions and product Created by Independent Tllyd Party: Yes ' •"' • particulars. ' • • • 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double with orWi:libtij Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswfsr5•(jX; 0*0. o%nfigurdft� Fiberglass Door • • • • • • • • . • • •. • Limits of Use Installation Instructjins• j • • • Approved for use in HVHZ: Yes F 1 _M_II_. Inst 15210.6.pd: ""•• Approved for use outside HVHZ: Yes Verified By: Lyndon F. cheidt, P.E. 43409 • • Impact Resistant: Yes Created by Independent Third PartyyY%s••. • • Design Pressure: N/A Evaluation Reports • • • • Other: See INST 15210.6 for Design Pressure Ratings, any FL15210_R6_AE(b) Eval 15210.6.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 2 _B&_�I_(b) Inst 15210.7. (Lff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RU_LI_(b) Inst 15210.8.gd_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R6_AE_(b) Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RM_II_) Inst 15210.9.p( f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210_M_6E_(b) Eval 15210.9.pf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RM_LI_(b) Inst 15210.10.p�1f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210_RU_6E_(b) Eval 15210.10.Df additional use limitations, installation instructions and product Created by Independent Third *Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _R6 I_(b) Inst 15210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports •••• Other: See INST 15210.11 for Design Pressure Ratings, any FL15210_U_AE (bldal 1�l�p-jo • • • • •. • 0 • additional use limitations, installation instructions and product Created by Independent•Third•Party:.Yes • • particulars. • ..0000 :••••• • 15210.12 I. Smooth Wood Grain/White Wood 8'0 "Impact" Opaque Fiber 4ss Double•Dogr with o; M*Jt Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (X%pwC e) - Corifigti� rations) Fiberglass Door 0• �+ • 0 Limits of Use Installation Instructions• • • • • • 040000 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15210_M_I1_(¢) Irwti52ti0.12.pdf • • Verified By: Lyndon F.:;chlTii� P.E. 43409 •• Impact Resistant: Yes Created by IndependertThird Party *Yes•:• ��••" Design Pressure: N/A Evaluation Report • ' • • s • •• ••••• • Other: See INST 15210.12 for Design Pressure Ratings, any FL15210_R6_AE_(b) EV%? 15210.12.bdf • • • • additional use limitations, installation instructions and product • Created by Independent Third Party: If" • particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 - Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1 21 _U_II_(b) Inst 15210.13.v f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210_R6_AE (b) Eval 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 U_(¢) Inst 15230.14.0E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210_R6_AL_(b) Eval 15210.14.[df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTT" an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _M_II_(h) Inst 15210.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210,15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back M Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 10 ® _lw,w---k]IE Credit Card Safe . . .... ...... ...... . .... % .... . .. ..... ...... . .. ..... .... .... ...... . . . . ...... ro plastp 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT GENERAL NOTES 1. This product has been evaluated and is in compiance with the 6th Edition (2017) Florida Budding Code (FBC) structural requirements inckxGng the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHr this product complies with Section 1626 of the Florida Budding Code and does not require an knpact resistant covering. 4. When used in areas outside of the "HVFtr requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301212 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 & R3012.121. 5. For 2K stud construction, anchoring of these units shad be the some as that shown for N bxuck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water Infiltration requirements for'HVHr. Al other configurations do not meet the water Infiltration requirements for the "HVHr and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit is less than 45 dearees. TABLE OF CONTENTS SHEET# DESCRIPfiON SHEEN DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 8 3-point lock detail 3 Horizontal & Vertical Cross Sections (2X kK*4 9 t lock detail 4 Horizontal & Vertical Cross Sections (1X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Cross Sections (TMestwkis) 12 9 of materials 37.50" MAX. OVERALL FRAME WIDTH Z Z 3 3 O W W X o W IN O p b m 411 ii i s %% z o a Z rn s N e;Z� E• zm•a vd` 7 ma:kT 0 E E� Z 3a •• ••• • • • • • •• • •• • • • • ••• • • A"- • DESIGN`PRESSaRE (PSI) CONFIGURATION FRAME POSITIVE NEGATIVE DIMENSION x ; . 37X* x 82.':"• +.75.0 ; .7,§.it See sheets 2 for harr,7are dW prestTIrrnft% • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • onc. "" JK as atK US FL-15210.1 xr _L a 12 0.7" 0.4' — j CAP (PVC) ` HINGE STILE (LVL) EXTERIOR • i llilllil INTERIOR LATCH STILE (LVL) 1 HOMONTAL CROSS SECTION Z 35.7S MAX OA wETH D El ® V x O X J SEE HARDWARE TABLE SEE HARDWARE TABLE eZ DOOR PANEL Flastpo CAP (PVC) HARDINARETANE MANUFACTURER MODEL MAX DESIGN PRESSURE KNOL' SIGNATURE SERIES 75+ DEADBOLT: SIGNATURE SERIES (960) _ SCXLAGE KNOB: 'P SERIES (FSl) ± 75 DEADBOLT: 7' SERIES (B60/62) FAMEX LEVER: FLSB SERFS i 75 DEADBOLT: FD7 SEI ES HOPPE MULTB'OINr LOCK: HLS"W 3-POINT TONGUE ± 50 ENDURA MULTIPOINT LOCK: TRILENNIIM 50M (S•PT) ± 75 See sheets 5 and 6 for multipoint lock details. �i ��.• `� �j $ of h t �11jI I111\ \\ ao o \ Z $ O r a TOP RAIL V g C• w 0 IL (COMP.) a '� a a T _ m a4 �o Ld EoZ ' J : &(n ••► (L z 0 INTERIOR EXTERIOR a n r FOAM CORE (POLYURETHANE- I ^ ; 1.9 PCF MIN.) n N ' ei B En o V) ,' FIBERGLASS SKIN • �. (- (" (0.125-MIN.THK.)�` ^n • • • • • • BOTTOM PAL ".. aT . `: • o+h02116112 sOPLE N.T.S. DM, 9V' JK •• ••• •• ••• • : (-2'-'� VERTICAL ••• • CROSS a.c er LFS SEWN • • • • • •• • • • • •• • • • • aawM rw_ • • • • • • FL-15210.1 Pw - �L -j-Z ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 4 5 7 e Gj O • n J n 0E3 El of 0 """"I z 0 1 n� :5 o%Zj C. \, ® " '3 0a• m 6 4 3 X 903 0 ui 4 4 1 2 5 at r:m s 20 7 7 &" -So 4 D 1-1/,'MIN. yo E 7 7 EMB. (rrP.) m Hy B 2 3 C 6 6 6 r o.ls B 0L MNK C0.1SC-MK PP.) DITp) E1 2INTERIORD N 7 _ 7 B L 4 En za • • • • • F 40 Of • G 11 '� a° •7 • • �• soEXTERIOR • • • • •� a "' ' z � BAB. MIN. L 9 27 E EXTERIOR INTERIOR H aM 02116112 s MB. (IYP.) 40 N.T.S. ! •• • • • ••• ••• • UM6 Br JK m 1 HORIZONTAL CROSS SECTION 2 HORIIOMAL CROSS SECTION 3 YEI I�& UOSS SELM1 ON • • • • � W. � ; J vuis mown ktswin9 siT J vu�twm8 5 wn tr rg simWa,— 3 0u1p^�G sF� n •W' yr • • • i i i DPAWM No. • • • • • • FL— 15210.1 c sNcrr 3 aF 1� o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _Cv6Z �p yy tl! � p �1•� $on i o 0 8 ..Z j mdI'I! a gg cZ A 8d E E C _ 2 1 C m •a vim. • UU 2$ WWFxx >�. J 1 2 .• , •• v �W . E Im• 7 �, n • m o x& • 7 OI U INFERIOR G a a Ic se • A C za a. •.v 40 N N 11 EXTERIOR 8 z 11 7 1 2 — 27 G A 1-F/4•MIN. 9 EMB. (TYP.) � 1-1/4"MIN. EXTERIOR INTERIOR Q � EMB. (T ?.) l �11 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION n 4YxywnWW IX gib-buck I I "•'^` TJ (�Ti sin") `. 4 shown w,. X ..sic `^.'�^" R! Sf WN71 )I' "^•'S! 4 S X 1711iSY 1Q $t10W11 I •'pyJr��• • • •• N p W •' • • •• • • • • • • • ••• • nM i o •• ••• •• • • • •• `�"z u DATE 02 16 12 = �: N.T.S. ° D• W.. JK m •• ••• •• ••• ••• • • • • • • • • cwL B, LFS ; DRAWW NO.: ••• !• ••• ••• f• ••• FL— 15210.1 0 am 4 or 12 0 • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • ejw � A ✓1 Z d oo d 0 C11 Z. " Dora V o mdaT 4 C E Q OW a 3d E E 2 1 C C � D 1 2 � L D D 44 • 7 o NF M • INTERIOR 40 E t • ' iL & W ' n .r EXTERIOR 40 1 2 N N E, E, N 11 7 o 11 9 27 M EXTERIOR INTERIOR O'n a 1-1/4• MIN. 1-1/4' MIN. EMB. (TYP.) EMB. MT.) 55 1 HORIZONTAL CROSS SECTION 2 HORRONTAL CROSS SECTION r VERTICAL CROWEMN . , , • i g hown Dtect to Masonry $ Shown Diect to Masonry $ Shown ORect to Mas" • • • • • • N w a OutswtkV shown (Inswing strMar) Outswing shown (Inswing sinior) OutyMng Fawn (I•nsM•Ing�iRtiar) i : •: •lz • n • • • • • • • • i 0 N ,., to 00 CaE 02116112 : SCALE N.T.S. ° OMG[M; JK m •• ••• to ••! ••• • pK n.; LFS ; • • • • • • • • • • • • • • • • • • t • • t • • t FL-15210.1 ro SHM y5 OF O ••• • • • • ••• • • ••• • • • ••• • • \11 01 Vi '� �.•• `� t p A ''�'llll• I1111 \\\ C ro i o a N •; 9m'0. o oa • maaT EXTERIOR INTERIOR oz y B zg & �x 29 i & ' I � � m ED EXTERIOR INTERIOR o W e EXTERIORcz INTERIOR 'o ti � e o I 30 2 VERTICAL CROSS SECTION 8 In 6 Shown w/ ADA ft.01.W 36 n w 700 ji G 37 NN 38 pN W S • E ° •° °' E •• • a n •• �a • • e • ' •. . e ' �w » ° . e _ T VEMCAL CROSS SECTION • • • • • • • • • • • "' ' 6 Out-ty c-Swation 3 V OS C}I •• c • • •• 4 Z N 6 QL tln are021612 ? saue N.T.S. ° orc. BY: JK • • • • • • • • • • cm Irc: LFS 3 • • • • • • • • • • c DFAM NO- ¢ • • • f • • FL-15210.1 0 mm _L or lz ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i a 1s f MAX. Us MIN. DaMOR M INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to MosonrX Outswing only w/ 4-9/16 jamb NTEWR 1-1/4 MIN. EMB. (TYP.) LsN'. 1-1/4MIN. EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC71ON 7 Shown Direct to Masomy Shown Ned to Masorvy Outswing only w/ 49/16 jamb Outswing only w/ 4-9/16 jamb z a is L MAX. �t m T d VERTICAL CROSS SECTION Rn Ou�hwingonlyw%69 jamb \\MI. __ y�t$ cs ••� �I O " \` J O O "llll 11•� `%```` 10 O n i U N ` 9m \ vg.p og @ W o oa .i Maas a� � �i �2 K - "F? orn > y R am 9y =o o F W a I o_ � N QN Z RJIERIOR = - h cn - N ' ' N + - M D :tii a tv • N q Q D • • • • • • • • E • • anaalOR • • • • • • 1-1/4'MIN. M 1-1/4MIN. EMB. (TYP.) EMB. "P.) DATE 02116112 sake N.T.S. 3 HORIZONTAL CROSS SECflQM' ':' ' 4' HORlON RL CROSS SECTION �• ey: du �" 7 Shown Direct to MasorxY • • • .. 7 showgDrert tgMasonr� 69/16 Outswing only w/ 6-9/1'jamb • • vulswng oely w/ jamb M—I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 0 2X BUCK I BUCK (� �J i n DIRECT TO MASONRY x 2X BUCK 58 > HOPIEMULIIPOINTLOCKSET O . �9ppp gppl•} qp�x• 0 1 X BUCK G DIRECT TO M _ MASONRY 1 J- r 2X BUCK 58 0 1XBUCK G DIRECT TO M 22 0 MASONRY 5 m To z o • • • • • • • • 1KEJAMB . .. . . . . ... . L� o .. ... .. ... ... . 2J MULTIPOINTSTRIKF ►LATE (i)I FI A AND DEMXISMO ► III • • • • • • • • • • Tangue� • • • • • • • • • • • RAISED TONGUE MANUAL GEAR SYSTEM • • .... ..•• ••uti� z UN •; i o O oa E N♦ �aaT 1! 4 E CZ 0 L ar. X MI. LFS w ND -- FL— 152 10.1 cT $ ov_ja_ 011111.111 b 8Roz gEg zmoa �7 maa'ICE � cZ -0E 3a z$ WO � o J Q n a 5/ n N Ln 60 p p z bZ 4W�1 14p�J1 _ L WW WFF F F 2X BUCK 5B 3 1XBUCK g • • • • • • • _ DIRECT TO M • • • • • • • • • n MASONRY • • • • • • • Z uh:02116112 z sru: N.T.S. ° •• ••• •• ••• ••• • DftMI.. JK m ENDURATRUNNK1M3000 ••• • �TRII�?AMBQPiAIL • • clx�: LfS a 3 pt. Lock • • • • • • • • • • • • DRAXM NO -- FL— 152 10.1 c sal _�L a 12 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L 4" e —1 —T D TYP. HEAD Y .� 7 &JAMBS ` MASONRY OPENING 2X BUCK 1 to Li SUCK ANCHORING CONCREIEANCHOR NOTES: 1. Caicreto orKfw locations at the comers may be acusted to maintain the min. edge d bone to mortar jo6Ns. 2. Concrete anchorbcations noted as 7AAX ON CENTER'rnust be ocWed to malntoin the min. edge cktance to mortorloMs, additional concrete anrhm may be regsded to ensue the "MAX ON CENTER• cknerubn are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIM CLEARANCE -MIN. CLEARANCE TYPE SUE EMBEDMENT 70 MASONRY TO ADIACENr EDGE ANCHOR "W • i e / to/r z r TAPCON BCO 1/r 1.1/r r r ULTRACON tIW • 3/16- 1.1/4" AS SHOWN 1.1/r TAPCON 1. WOOD SCREW INSTALLATION NOTES: Maintain o rnhtnxwn s/8' edge d1sAnnce, 1-end distance, & I' o.c. spacing of wood screws to prevent the spitting of wood. L 4-9/16" JAMB P DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) SO (TYP-) _Z Z r: < . turn = U O SEE HINGE 2X BUCK to �i •: _ a DETAIL (TYP.) I BUCK iMASONRY 0 t Z S °c DIRECT TO _ \f Oc 131 96 ° awm 5 MASONRY >s 4~ m OPENING TYP. HEAD & JAMBS E `o Z E w 3a �l FRAME �U z 4-9/16'JAMB M o Of ?� 2X BUCK 6-9/16" JAMB N DIRECT TO MASONRY aOO 7 — JAMB (TYP.) _ mI O (SEE SHEET 7) g m a aDA SILL ( ONLY _ STRIKEJAM! • FRAME ANCHORING HINGEJAMA H N 00 _Z Masorwy conOnxfm i-r sa vw — QQ DIRECT TO DIRECT TO MASONRY M DIRECT TO 3 M MASONRY MASONRY M > j 28 G IXBUCK IX BUCK G • • • • X tic; G • ^ n 2X BUCK L • • • • • • 9 a m a ; 2X BUCK 58 58 2X BUCK • • • 4X SI" L n n 1X BUCK 11 DIRECT TO •• 11 • • • ••• 11 0 lu N�0 amE: 02116112 i M MASONRY 11 11 DIRECTTO 11 SME N.T.S. ° MASONRY G 1 X BUCK • • • • • • • • • on rel. JK Ho • : • : : • • 27 58 2X BUCK • • • • • • • • • • • • nu en.. LFS 3 • • •• •Ii • • •• • • DILxING rc fad IATCH 3 DEADlOtT DET/Ul •• • HINGE DETA • • • HINGE Dam FL-15210.1 13 Invft DU15WKv SHEET 10 a j ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 4 56' 2' �.6' 2 (. 4S6" c O� . ............ '' z n 1n ►n I - i* O m a j. F- — 244' 213' '��►►►►i► �1� ��` 02800 ON •: 0High * oOiSWING IHRESHOID 1rtSWING THRESHOLD ° POLY FIBER JAMII v E i $ z c{i DlP (ca05Rl Cahmib{a Dam (SB1 )� q ° V Nq 7 L f maa V fn E ad E Z Li 4.7'36 �-{ I I z$ Yy F� 2.36' 32 OIMIW G THRESHOLD 31 o01S fNG IHRESNOID OIP (QoT columelo (sus( Y wood �AMe H RZ W o a� ) 8 K 0 6 IL 5.6T 5.63' a 2,W L IITT �� 0.57Ell 011ISW1NG THRESHOLD INSWRJG THRESHOLD WIATHERSTRts 8 DOOR BOTTOM SWEEP 5 Endue RS�fesl CoMimbia 62 56' ss 5.625' 4. •• ••• • • • • • •• • • •• • • • • • n°ia 02 N.T.S. 1i INSWING THRESHOLD 37 INSWING THRESHOLD �pA OLD • • • • • : • : • • • • DMc. fff JK Fiidua (Z•Shcas( DLP • • • • • • • ax. er. US • • • • • • • • • • • own NO -- FL- 152 10.1 sew 11 a jI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '�I •''•......... '• \\\ J O O O V N _ ..xz V` J Lt m c,w C �w mda� c° 9� z 0 i$ i 0 a - J m F U 0 o m na N N m� _ m� o� �c z e n n /• ••• • • • • • •• w • • • • • • • • • N Q • •• • i • • ••• • Z • • • • • • • • •• • •• ••• •• • • 2 a mm 02116112 i Stmz- N.T.S. ° DmM`• JK mm •• ••• •• ••• ••• • • • • • • • • • • • • • • cw_ •,y LFS ; • i • 5;—N q No.: C • • • • • • • • • • • • FL-15210.1 s�T 12 °F' 12 0 BILL OF MATERIALS 0511 t DESLXR00N MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= OSS WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3l4" PFH ELCO OR ITVf CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HO 3 a ••• • • • • ••• • • • • • • • • • • • • • • ••• 9 0 • ••• • • " . . y R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Category Manufacturer Product Name .... Y • Plastpro, lnc. Smooth / Wood rain White Woo rein Swinging Exterior Exterior Door 5200 W. Century Blvd. • • • • • Rustjc�/ Ijijhogany • • • • • Doors Assemblies Los Angeles, CA 90045 060 Series Qtpg�l i r ass Door Phone 440.969.9773 Inswing/Outs 1 - "Im ct" 0 000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.F.4ystem Id#U99) for ..... Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida ProduAApproval, pepwiment of ..;..' Business & Professional Regulation. • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financiaolintc0e0fit in the company ' • manufacturing or distributing the product or in any other entity involved in the approval process of the prod gAlined """ • • herein. • .• • . �•0 0 0: •• • • •• • • Limitations: . . • . 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structurtFroei uirements Including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ'. All other configurations do not meet the water infiltration requirements for the "HVHZ' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed & Sealed by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance ,`,,1111111101111, by Accreditation and Institute, Certificate certify certifying that lon Plastprol Inc. is manufacturing products within aementquality ,, �SCHM/�%;�I�j GS •'•. assurance program that complies with ISO/IEC 17020 and Guide 53. `�� ;.�� E N F •.• i�� No 43409 % w �r �9 16. STATE OF LUZ �.0��.n••.�� `OQ.� �� Lyndon F. Schmidt, P.E. • • O R �� FL PE No. 43409 Sheet 1 of 1 ��p& jON A,��,,` 8/31/2017