The URL can be used to link to this page

WS-18-875 Permit No. WS-4-18-875 Miami Shores Village Permit Type:Windows/Shutt±�rs s 10050 N.E.2nd Avenue NE oil t %rk Classification:Window/Door Replat�em Miami Shores,FL 33138-0000 P� r s Permit Status:APPROVED Phone: (305)795-2204 fioRiioA ` issue Date:4/13/2018 Expiration: 10/101201$ Project Address Parcel Number Applicant 857 NE 98 Street 1132060142500 Miami Shores, FL 33138- Block: Lot: ADAM MALONE Owner Information Address Phone Cell JEWEL MALONE 857 NE 98 Street (312)672-2614 MIAMI SHORES FL 33138-2532 857 NE 98 Street MIAMI SHORES FL 33138-2532 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION 305 264-0446 Valuation: $ 40,000.00 ( ) (305)513-0514 , Total Sq Feet: 0 r Type of Work: IMPACT WINDOWS AND DOORS REPLACEMEN Available Inspections: No of Openings:32 r Inspection Type: Additional Info: r Window Door Attachment Classification:Residential Final Scanning:3 Review Building r . 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $24.00 DBPR Fee Invoice# WS-4-18-67039 $6.30 04/13/2018 Credit Card $303.50 $200.00 DCA Fee $4.20 Education Surcharge $8.00 04/05/2018 Credit Card $200.00 $0.00 Permit Fee $420.00 Scanning Fee $9.00 Technology Fee $32.00 Total: $503.50 . t r r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that a ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contra r to do the rX tated. i April 13, 2018 Authorized Signature:Owner / Applicant / Contractor /Clent Date Building Department Copy April 13, 2018 1 I � Miami Shores VillagePR o 0�8 Building Departmentx 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 40I14 INSPECTION LINE PHONE NUMBER:(305)762-4949 'n A FBC 20 4J" BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q (,� CONTRACTOR DRAWINGS JOB ADDRESS: O 6-7 N 1 O p* 91 City: Miami Shores County Miami Dade zip 3) 3 8 Folio/Parcel#: /1-32 0�,-0 i g-2-Soo Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A JA AA 4 1 o'~ a Phone#:2446•-0 L54 Address: O-S, 7 ME TV' s1 City: a4_4 p rIt-'s State: FL zip: 33t 173 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 5�or m pro-�eC 4;On Phone#:_(3a5)- 513_ d5 i j Address: I as o 1 AI w l m 5r sr /o3 /4,4"; L 33/7Z City: A PQM► 'I State: rL Zip: �13I 71 Qualifier Name: o na 44%*V% pal ( i v{, 2 Phone#:Z.�1-5/3 State Certification or Registration#: K r lJ! 0-!Cettificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (/ , 1900 . D a Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration r ❑ New ElRepair/Replace El Demolition Description of Work: �M C4- Wa;A o W.s a nj d D�a is ice D I&C e WW_in+ Specify color of color thru tile: Submittal Fee$ 0 . Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2� DBPR$ 6' --:R 0 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) — ` Bonding Company's Name(if applicable) I Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r��) Signature Signatulz�,A� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �S day of Rhyxv u,,y 20 1 g by day ofnom Nu,4 6 20 /$ by (O� who is personally known to ,j 00kx-unaA/ �ALs!FVt who is personally known to me or who has produced rL b1— as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r/7D 4 Sign: Sign: Print: 01,5 7 LL Print: lS F0 Seal: ULISESEDWARDVAZOUEZ :ti�S+:: CHRIS POURIDAS,JR. •" t Seal: g *; MY COMMISSION#GG 065385 MYCOMMWON000OHM EXPIRES: 24,2021 EXPIRES:January 18, i ,, QP ry Bonded Thu Notary P&k U11dwm m °O�t°• Borded Ttnu Notary Public Urd¢rwiitefs NN APPROVED BYV AY Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 L 1FFICE OF THE PROPERT Y APPRAISFR z Summary Report Generated On :4/5/2018 Property Information N Folio: 11-3206-014-2500 857 NE 98 ST i' FYI Property Address: Miami Shores,FL 33138-2532 f ADAM MALONE Owner JEWEL MALONE 857 NE 98 ST ` Mailing Address � - MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT = Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 " Actual Area 3,614 Sq.Ft ; Living Area 2,395 Sq.Ft Adjusted Area 3,084 Sq.Ft Taxable Value Information Lot Size 10,100 Sq.Ft 2017: 2016 2015 Year Built 1951 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $509,477 $463,161 $421,056 Year 2017 2016: 2015 School Board Land Value $302,945 $262,609 $242,012 Exemption Value $0 $0 $0 Building Value $214,646 $214,646 $214,646 Taxable Value $521,511 $481,231 $458,674 XF Value $3,920 $3,976 $2,016 City Market Value $521,511 $481,231 $458,674 Exemption Value $0 $0 $0 Assessed Value $509,477 $463,161, $421,056 Taxable Value 1 $509,477 $463,161 $421,056 Regional Benefits Information Exemption Value $0 $0 $0 Benefit Type 2017 2016 2015 Taxable Value $509,477 $463,161 $421,056 Non-Homestead Assessment Cap Reduction $12,034 $18,070 $37,618 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- School Board,City, Regional). Sale Price Page Qualification Description 07/10/2017 $835,000 30645- Qual b exam of deed Short Legal Description 1422 y MIAMI SHORES SEC 3 PB 10-37 22958- LOTS 18&19 BLK 72 12/01/2004 $660,000 3669 Sales which are qualified LOT SIZE IRREGULAR ............ -_ __-- ....-_ .__._..._..._....._...___...__._..____._.....-...__...____.....- OR 20787-1408 10 2002 1 10/01/2002 $358,200 20787 Sales which are qualified COC 22958-3669 12 2004 1 1408 07/01/1998 $0 18305- Sales which are disqualified as a result 2278 of 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 4/5/2018 ♦S � LQ Miami Shores village A ,ES Building Department J' „"'� 10050 N.E.2nd Avenue 4'�° � Miami Shores, Florida 33138 LORIUA 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). Ack o ledgem ual fier/Owner Signature Date Print Name „ �.1� Adam res`,�i►lage Malone 857 NE 98th Street i APP By DATE Miami Shores, FL 33138 LO,N�ING DEPT I L�G C)EPT WITH ALL F DERAL GD GD �'111�,11-( 0 C;ON9Pt:IANCE 19 N/A WA , 73-718 x 3 -318 {{ AIV- ANI)C17UfJiY RULES AND REGULATIONS t SIW 200 Series !1 Horizontal Roller 9 117-0717.03 36-718 x 50-3/8 X O Egress 23 22 SIW 200 Series 73-3 x 38-1/8 _ 21 Horizontal Rolle 73-3 x 38-11817 -0717.03 SIW 200 Series SIW 200 Series Garage Horizontal Roller Horizontal Roller X O Bedroom 17-0717.03 a y y 17-0717.03 24 X O X 0 Plastpro Fiberglass i v ..................................................... FL-15210.1 36-3/4 x 38-1/8 Hinge Right 30x 0 �iwscoseas6w WIL 6 panel 46 x too(max panel) , X O SIW 200 Series 1T071TO5 Bathroom Horizontal Roller ...........................'...-.-..-..-...................-: OXO-> 17-0717 .0 p OXO 18 SIW 200 Series X O Sliding right operable Horizontal Roller i 137-314 x 81-1/2 .............................................. 17-0717.03 25 36-7/8 x 38 Bathroom 110-718 x 50-3/8 WILSIW 200 Series -- Bedroom X O X rizontal Roller t t/4-1/2-0/4 17 100-1/4 x 13 Egress 17-0717.03 134-1/4 x 19-112 169-114 x 19-1/2 I............ S _ w E11i'41IW 100 Seriesl8-314 x 38 OSIW 200 Series X O Single Hung WIL 26 Horizontal Roller SIW 300 Series +a +� +� +� +� +� +� +� +� 17-0731.06 17-0717.03 F� p� F� Q� F� F� Q� F� F� 73-3/4 x 50-114 . gree Bedroom Picture Window 16 ! 17-0717.01 Y I W 300 Series SlW 300 Series SlW 300 Series RIW 300 Series i Picture Window Picture Window Picture Window Picture Window SIW 100 Series ......................... 27 17-0717.01 28 17-0717.01 17-0717.01 17-0717.01 r-,,,,.. Single Hung 18-3/4 x 38 ifl 29 17-0731.06 WIL O . 15 C X O X O X X O 0 • • • SIW1006eries �p • •• +� �ixee CAment SIW zoo Series • •• • • �\• CO��-0731 SIW 200 Series SIW 200 Series Bedroom. Horizontal Roller :36Z/4#'J -3/4 Horizontal Roller Horizontal Roller •• ••• •• • Equal Split O 35-718 x 17-0717.03 17-0717.03 35-518 x 73-3/4 x 38-118 17-0717.03 38-1I8 35-314 x 73-314 x 38-118 14 IR 38-118 110-718 x 38-118 Front Door X O O O 10 • •e• • • • • • • • • n: 'T • • SIW 300 Series SIW 300 Series ••• • • SIW Goo grmsPicture Window Picture Window SIW Pivot Door • • fixed Cas•mept17-07Wind 35-3/4 x 17-0717.01 O 17-073•.05 •38-1/8 73-1/2 x 62-5/8 17-1115.02 X 36-3/4 x 62-3/4 O 35-7/8 x O O O O SIW 200 Series S 1 38-8- IW 200 Series 118 3 4 Jr Horizontal Roller pivot size 64 x 81 ••• •Horizoji lJiol1er ••• . 13 35-314 x 6 17-0717.03 Hinge right • • Egyal lit+ • • • 2 38-118 • • 171710/ • • • • 14811/*038n8• . e• •• 12 i Adam Malone 857 NE 98th Street Miami Shores, FL 33138 Amarr H1000 9 x 7 Amarr H1000 9 x 7 white finish white finish flush panel design flush panel design no motor no motor GD j GD Garage Bedroom Bathroom Bathroom Bedroom Bedroom •• 000 • • • • • •• • • • • • • • • • • •• • • • • • •• • • • ••• • • • • • • • • • .........................: •• ••• •• • • • •• • 000 • • • • • • • •• • • • • • • t;•ed%pom •• • • • • • • • Front Door WA • •• •• • • • •• •• ALmFAROOQ CORPORATION Us CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10, FBC 2017 EDITION GARAGE DOORS ONLY 6000 County : Miami Dade Figure 1: • 00*049 Wind Speed : 175 MPH •••;•• •• h 6666.. Risk Category : II •... •• . e 00. 000.: Exposure Category : D ••••• *0:*** .... . 0 • 00 • 1. Client L Y Yl . 0 6666.. .0000. 2. Project Name: }rte Vey, ]�[/ (Reiideptial Proj cts Only)•....; �- 1i- I U 3. Project Address: aim<-+ 000000••.•. s X31 CIT STATE ZIP 4.Building Height: I S_ (See Figure 1 above) 5.Door Size: q k 7 MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN FOR BULIDING WITH ROOF SLOPE>10 DEGREE FOR BULIDING WITH ROOF SLOPE<10 DEGREE ROOF DOOR WIDTH DOOR WIDTH HT. 8 T. 9 T. 12 T. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 T. 18 FT. (FT) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) 15 46.1 60.3 45.5 58.8 43.6 55.2 41.8 51.5 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 16 46.7 60.9 45.9 59.4 44.1 55.7 42.2 52.0 41.5 50.5 42.7 55.5 42.1 54.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57.3 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.7 41.6 52.3 39.9 48.9 39.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 44.4 57.7 43.7 5 6.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58.4 44.3 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 49.3 64.4 48.5 62.8 46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0 50.3 40.3 48.9 23 49.8 65.0 149.0 63.4 47.0 59.4 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41.4 50.8 40.6 149.3 24 50.2 65.6 149.4 63.9 47.5 60.0 4.5 56.0 44.7 54.4 46.0 59.8 45.3 58.3 43.5 54.8 41.7 51.2 41.0 149.81 25 50.7 66.1 49.3 64.5 47.9 60.5 45.9 56.5 45.1 54.9 46.4 60.3 45.7 58.9 43.9 55.3 42.1 151.7 41.4 150.2 Notes :- -h =Eave height for roof slope:5 10 degree. -Table above shows maximum design load for shown building height in end zone. For any other conditions/zones, design loads to be evaluated on project basis Disclaimer:- AE -This document is not valid without the embossed seal of an engineer employed Z ?018 by Al-Farooq Corporation -No portion of this document may be used or reproduced in any manner. JAVA ,P.E. (except, however,for thatportion of ASCE 7-10 set forth herein). FL#70592CAN#3538 9360 Sunset Drive,Suite 2201 Miami,FL 331731 T:305.264.81001 F:305.262.69781 www.afeeng.com I alfarooq@afceng.com WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ADDRESS: �� PROJECT: ftyyy\ City State ZIP EXPOSURE " D " WIND VELOCITY = 175 MPH [ROOF SLOPE > 10 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 36. .40 1 45 50 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2_ 43;8 43.5 + 48.6,_ 47.3 46.4 45,7 45.1 0.2 43.S9V 52.7 51.4 50.5 49:8 49.2 48,8 48.3 48.0, 47.6 - 65.1 62.5 60.7 59.3 x58.1 571 iG 3 55.6 5%103 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44;7 44.4 17 + 49.5 48.2 47.3 I !-46.0 496 4A; 45.1. 44,9�. % 53.7 52.4 51.5 50.8 50.2 49,7 49.3 48.9 48.6 66.3 63.7 61.9 'K4�I 059.3 58.3. 57.4 566 56.0 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 + 51.0 49.6 48.7 0 47.3 8 .4 4610 45. 74 A - 55.3 53.9 53.0 523 51.6 51.1 50.7 50.3 49.9 A -r-t 20 68.2 65.5 63.6 U't'2�' 61.0 519 59.0 '5 97x6 + 51.9 50.5 49 6 48.8 48.2 47.7 47.2 46.6 46.5 + 51.9 50.5 49.6 .�. r 48.2 Qf 7 �l .2 468 495 CL 22 - -. - - -- CL _ . C - 56.3 '54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 O - 69.5 66.8 64.8 63.3 62.1 6f-6 64.1 5" S Q + 530 25 .3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 25 + 53.3 51.9 50.9. 50►1 49.5 49.0- 48.5 48.1 4 7 0' - 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52.6 52.3 0 - 71.4 68.F52.3 65.0 63.8 i8A .6d.8 6M '862 LL 28 + 54.3 52.8- 51.8 51.0 50.4 49.8 49.4 49.6 48.6 U. 28 + 54.3 52. 100 50.4 49.8 49.4 4!CQ as 6 aN 58.9 57.4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 n. - 72.7 69. 66.2 64.9 63.8 6e.9 610 61.3 54.7 $3.3 52.3 51.5 50.8 50.3 49.8 49A 49.0 "' + 54.7 53. 51.5 50.8 50.3 49.8 49A' 49.0 U) 30 - ......._.. -- _... #A 30 _._... 59.4 57,9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 i - 73.3 70. 66.8 65.5 64.4 63.4 62.6 61.8 a 35 + 56.1 54.7 1 53.6 52.8 52.1 51.61 51.1 50.E 50.3 35 + 56.1 54.7 53.61-52.9 52.1 51.6' 51.1 50.7 50.3 -r 60.9 59.4 58.4 57.6 56.9 56.3 1 55.8 55.4 55.0 - 75.2 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 16 4 + 37.6 56.13 55.0 54.1- 53.5 52.9 52.4 51.9 51.5 CL + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 40 62.4 60.9 59.8 ,59.0 58.3 57.8 57.3 56.8 56.4 0) 77.1 74.0 71.9 70.1 68.9 67.7 66.7 65.8 65.0 p + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 5312 52.8 0 + 59.0 57.4 56.3 55.5 54.8 54.2, 53.7 53.2; 52.8 1 N - 64.0 .62.4 61.3 60.5 59.8 .59.2 58.7 58.2 57.8 N 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4, 66.6 + 59.9 58.3 57.2 ,56;4 55.6 55.0 54.5 54.1 53.7 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 so 65.0 63.4 62.3 61.4 60.7 X60.1 59.6 ,59,1 58.7 - 80.2 77.1. 74.8 73.1 71.7 70,5 69.4 .68.5 67.7 55 + 60.9 59.3 58.1 57,2. 56.5 ,55.9! 55.4 54,9 54.5 55 + 60.9 59,3 58.1 57;2 56.5 5%.9 55.4 54.9 54.5 66.0 64.4 63.3 62.4 61.7 61,1 60.5 60.1 59.7 - 81.5 78,3 76.0 74.3 72.8 71.6 70.5 69.61 68.8 60 + 61.8 60.2 59.0 58.1 57.4 564 56.2 55,8 55.3 + 61.8 60,2 59.0 58,1 57.4 56.9 56.2 55,8 55.3 67.0 65.464.3 63.4 62.6 62 0 51.=561.6 60.6 - 82.8 79,5 77.2 75.4 73.9 72,7 71.6 70.7 1 69.8 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 4r--1 2• ROOF ELEVATION "H", IS DETERMINED - ZONE 5� BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. F H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� - ROOF HEAIGHT AND APPLY TO ALL FLOORS. w 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D�� .� 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. 0. 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 l� d.t.:10-°2-1a REVISIONS: Brawn ey M.F. AL-FAROOQ CORPORATION :PEAR 1 01 no. date by description ENGINEERS& PRODUCT DEVELOPMENT 9360 Sunset Dr.Suite TEL. (305)264-8100 DWG N0. 1 "` -'.,JAVAD AHM 220 MIAMI,FL 33173 FAX.(305)262-6978 ��', FLA PA- +..70592; ®"CAN. 3538 7 : MIAM!-Q14DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect,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/economv Amarr Garage Doors 125 Carriage Court 0000 0 Go**•• Winston-Salem,NC 27105 ••• .... . • ; ' SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of cddsMMon materidls.The :000*: documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pradddtl pntrol Midrr to be' • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicri5 ijAHJ). ""'• This NOA shall not be valid after the expiration date stated below.The Miami-Dade CounIlladi3ct ConAl Motion(In��• Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the'Aigfit'to have 11's product or• material tested for quality assurance purposes. If this product or material fails to perform:M theaccepted manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,&odifyoor susfead 1 e use of•• • such product or material within their jurisdiction. RER reserves the right to revoke this ascepta e,if it is determined ••• ' by Miami-Dade County Product Control Section that this product or material fails to meet the requi�z%as its of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, ocity Hurricane Zone. DESCRIPTION:Model 950 Heritage& 655 Oak Summit 1000,2000 Steel Sectional Garage Door up to T-0"Wide(DP+51.1,-60.3 PSF) avnng No.IRU-9509-18U--21, e "Model Heritage Model a Summit,(24 GA) 1000,2000, Short,Long, Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed on 06/13/13 by Tomas L. Shelmerdine,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:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number(NOA),the applicable test standards,and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. 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#15-0505.11 and consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. i'NOA No 17-1010.03 rtwMN°a oE coutJrr Expiration Date:September 4,2018 Approval Date:December 14,2017 _ Page 1 �ti� Amarr Garay-e Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 - GA) 1000,2000, Short;Long,Flush and Oak Summit Panels", sheets ]through 3 of 310 dated 00 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors-;*0 0 and 0 0.0.0 sealed on 06/13/13 by Thomas L. Shelmerdine,P.E. ' .. 0000 • B. TESTS "Submitted under NOA #13-0503.06" ••• •••• ••• 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by Aruexican Test Labs Inc., ••• dated 06/11/2013,signed and sealed by David W.Johnson,P.E. *00000 0 0.0 0• ••••• 2. Test report on Evaluation of Painted or Coated Specimens Subjected0to-Getrosive•• ;•; •••" Environments per ASTM D1654&ASTM B117,prepared by Archi&tbiftl Testing'Ind., Tesf Report No. C5463,01-106-18,dated 04/03/2013,signed and sealed brCi ji T.Hartman,P.E. •• 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 0202-94-••:• ,•• • 2)Large Missile Impact Test per FBC,TAS 201-94:..- 00 0 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test•Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 1. Anchor calcuilations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L. SheImerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.01" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(PER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5&edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Is aq L Chanda,P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4,2018 Approval Date:December 14,2017 E-2 4 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. None. •••• . . .... ...... B. CALCULATIONS �'�' '• ...... .... ...... 1. None • .... .... . . C. QUALITY ASSURANCE ' .... .... ..... 1. Miami Dade Department of Regulatory and Economic Resources .. .. .. . ...... D. MATERIAL CERTIFICATIONS • , . . . ...... 1. None. •'• •••••• E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition)dated 09/11/17,prepared, signed and sealed by Thomas L. Shelmerdine,P.E. F. OTHER 1 This NOA revises NOA#15-0505.11,expiring 09/04/18. Ishaq I. Chanda,P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4,2018 Approval Date:December 14,2017 E-2 .. .. . . . .. .. . . . . . . . . . . . • •AOM*ASLE ROLLERfliER • •• • • 17"ItA KS V/CV L' Sr wA�a ,DIT j M,f nopMEE7• •• N. • CENTER HWA ATTACHED 7 W FLAG 1pRC%Ei ATTACMEI 70 VWB • • ••• • • • • V/(4)1/4'x S/4• AHD • • • • • • • HEX HEAD SCREWS =, � W (� W CO 6/16 I%A X I-WW LAG DOLTS AND TO • • • • 00* 7RACK V/co 1/4•-EO=3/9 TRACK SPLICE KA T'FIXTURE ATTACHED Y/ DOLTS AND NLIrS )1/4•x 3/4'NEx HEAD SCREWS 2 S/D'E2W R-TRUSS ATTACHED JIATABE SLISE DR,ICIIET AT(AlfEp 12 W cALV.CAII.6_R•,-,L w a)1M•x S/4'TOP RM.LER DRAC%ET .:,- HE%HEADSCAEYSAT /(D)1/4'x 1/D•BOLT AHO NUTS ATTACHESV/(4)V4 ETCH CENTER STILE ::=•._:i 24 0AEDN EXTEF40R YDNS/4'HEX HEAD SCREWS - R/OAKED OM POLYESDR FPoTH rPFA SRACKCT •• • •• ••• - • • SPUfERA�1(SATTYPICAL XTURES •• ••• • • • /�t1 t-2YULED0.71ILL& 1 • • • •• • W.`D JAYD NIN(S)6/,6"DIA._,-6p•(TABLE E)ON PAGE 2 FOR •RCCdENOED SECTION COATIGONTloI 0� • • }YPICAC�URISJM'E CENTER HINGE/ G\ a�� I)�ORT aw ATT.1-r ywB KTS. '2lGA A7 FA JAYD DDAO(ET R-Tons PFR SECTION 12 OA."LV.SICU i T <TI@oIGVD ATTAtliEn 6 N%�[11,/4-2D IT N 7RAIX SR1fE T t WJT SOLE STAN HINGE HO 2 LOCATED 0 M14IGE uaLEm ON TTP SECTION QLY F HUE i NDN A TAC(FFR�1(f STRUT STRUT 11a E Is REDRROp RARE SI of PAGE D JAMB RACKET SPACING A O TRACK CONFIGURATION FOR 6$'(P TO 14'TALL DOORS S"fi x Re W CN SA• STILE 7Y 513E ENE R-7 SX)WIV.STM R-TRUSS LOCATION A c MLOW1C f SHEYMN SEE TAME 4 ON PAGE 9 SEE TTR—Ur U ON PAGE 3 H•T•S• •/ ATTACHED V/N)1/4'x s/4' TTR iTll.E M.ACESIENI FOR STRUT SPACDA HEX HEAD GCREVX AT EACH ENO ncgNNJ wg TNID IDe PD5116X STILE AND(2)1/4'x LY HEX r=/2-/010 xxiiaE Cele, D,�,MAX HCAO SCREWS AT EACH CENTER STILE MxePlu(+e N01 a 43 INSIDE ELEVATION 2*nd+af- 'A*o 1$ N.Ls AO ATTACHED HOE BRACKET 14 W DUwASILFE )TV SPA STRUT AT ti AT TRACK V/a)1/4-EO x [HO HIKOE ATTACHED DpiTON►AHEI SA'TRACK DOLTS AND wi HE a7 1A'x S/P ►T•IF1elCe1�Y 1TEx 11F;AD surEvs I<GA DUFASAFC AAWASLE TyO @ ��ppyySS pF 70OP-T.WN& DHT.STEEL RETMNFRPFU�WCTEJIVI�O RULER CARRIERS ATTACHED TO 4W 1RACAFE VENTS EOIIALS 1V/BOT10N SEAL3 6/B'F''R HEAD Y/<aROLLER CARRIERS ATTACHCO �`� ENi6Y6OX•eV4•X s/4'NEM HEAD TO IUM STILE W(7)V4'S s/4'HEX HEAD SCREWS'PER CARRIER OT �iRTON A-A(SIDE MEUMO A pOp pD B Uqw TOIDc2oL1 p�17J11 OAC'•1z50 BALNG TFJS ELROLfg4�a 6/V 22GA 6 DUM LOADI �SLUE LACK E0006 O<TD KFRTICILL V T 3�TA ♦ P•• �•.b� ' ATTACHED V/C4i - T'A• TRACT(ON RUTH SIDES S/D'NOt )I= VY x Y4'1E5 TRL -60.1 PSF �.rV: ��E xrm?W IY.�,�X LARGE MISSLE :� 004 3 /4'HEY HEAD SCREVS IMPACT RESISTANT , I� � a �gg3 7ypIGC f%lRASAFE ENO HINGE 1'� - STATE'. TE71 3LARGE 9 5 qP SSLE uw•=1 6/D•LAG r POGA srRUT IAwnoT �P 9 S/4'MOL 1y f YAL 80 W OALV.STEEL END CTHE V N PER ATTACHED V UOERfTIi (wPNED DY NSELLLER) ATTACHED To VIIH 0)TOG-L AM NAM! X VY%O/4' RE9BfANCE 4• 5 ••.•r••'t�,,A SCREW W)SD W CENTER STILES TOG-L-LW AT THE Tlm OP An AT END CENTER CENTER N�� ►F„�ONAj11Y44T1� 11 ATTACHED WITH<2) 20770H RAIL STILES ' 4N TOG_L_LOC AT THE TOP,AND (1)TAA CIA, BOTTOM SNL AND ADHESIVE DOLT RETA)NES B PROI)7/(.T V14F'D TO INTERIOR FACE T'[R ROUF)1 MOONWYIFY Y,iH[dlB flOf� yC e �ADagleF W SO •Ole e• I 1p 1 NOTION BRACKET. Rolm Ja HS FAUVOC Cowl VIIRIO!"ALE1 NC. RTI16 WVAMAWLC171 r A HALL STEEL I3 W ATTACHED lIODIN.900 HERTTAOE(84 CA 1000,fd00 `. �'••.. :s. Y NUI sIFN R0.L57t HEX HEAD SCREWS AST CXRDd YODEL 666 OAR[IUMM(24 aA)1000+2000 SAM x E2 W r SALV.STESL MAO{ 8!(O1CF•LONG.PLUSH,AND OAK 6VM[IS PAIFE49 Q)V4-E0=6/91TRNDC C)SID'R-TAUVO TRACK THI M7ESs.057' /� 91E OAIEI tT Nl OAE W/Itpl OAf611 BOWlB SPLICE DOLT AND NOT PER CONE WiDCAL JAMB TYPICAL BOTT04 BRACKET' T 'w"S>iGtKET TRAGK'h{OUNTING DETAIL GRa 2 GSR 6COETIF� N.LA Q OMIT AA IAQ olA(lW �-9509-180-21 sw I Of i . . ... . . . ... . . . . . . . . . . . . . . . ... . . . . 0% • ... • ••• • 0*0 s • ••• • • • • • • , • • • SPEaFISATiQ4S AIb NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. . •• • 2!EAgf VERTR4RS•FRC00%SIAXIMUM DESIGN LOADS CF: • • 4QJO*LBG/V - 4 LBS T INTERIOR OF GARAGE • ••a O(JCR D LL BE,4M.,MANUFACTURED • • ARD LAST S ARDS ASSET FORTH BY OASMA. MAX.YADTH 9'0' s•• • M NS U AGA.(.0218)MN.EXTERIOR SKIN /BAK ON POLYESTER FINISH 5.DOORS UPTO 7'(f HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 5/1Y R-TRUSS PER SECTION DESIGN LOADS 6.DOCKS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2 F'itOBUCFB)EY►B� ON PACE 3 -271.4 LBS 0 mw*ba wkb Um Rntb bdilkscals 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED A•apmw!Mffo BY A RECISTRID PROFESSIONAL ENGINEER FOR POND LOADS M.W.- , •INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS !& THIS APPROYAL REOUIRES THE MANUFACTURER TO DO TESTING OF ACL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPEaMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DACE COUNTY APPROVED LAB SELECTED AND PAN)BY THE MANUFACTURER. EVERY 3 MONTHS,-4 TIMES A YEAR,THE MANUFACTURER SHALL MAB.TO THIS OFFlCB A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM -COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED - STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH IBODU(7➢6VISW OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE D1B10� •B6 tllt nwwG P�tC1DUC:F RBVISEp pl*—.:. � tlm.�plri• ly°EL�tgI CotI41Y UNDER THIS NOTICE of ACCEPTANCE. Doti ��/ aW IVeT—' By �/� WOOD JAMB ATTACHMENT TO STRUCTURE Iy MormOfKwm UK it 2 1f 6 VERTICAL ATTR NT TO Vm0 FRAME snalmmE A RBMNfllA207I6.,UTS0kPSS1®00-11-0190 5/16'X 3'LAG SCREWS STARTING 6'FRCK ENDS THEN 20'D.C.Cl 1/2'EMBEDMENT) 1 ODAtOAF[C 100 10/DJB OC HCMTE K I KWix BURT 3/B'X 4'STAR 'FRfBH ENDS THEN RA'D.C.(2 V2'EJIHEDHENT) bill Fl fil ITW/RANS REDHEAD(TRU-BOLT)3/B'SX 4'STARTING 66'FHROM DS EENDSITHEN 24�O.C.Ca In EMBEDMENT) MAX SIZE ,`A�,�C� 0'Y 14' Yp`Y� SIMPSON I/4'X 3'TITS STARTINGENDS,SCREWS STARTING 6'FROM USE PAIRS OF FASTENERS DESIGN LOQ `o�O�, (3'APART)AT S'DD.O 1/2'EMBEDMENT) � u HILTI 1/4'X 2-3/4'KWIK{ON IN SCREVS STARTUM 6-FROM ENDS,USE PAIRS OF -00.3 PSF It 4 FASTENERS(3• APART)AT e'DC;(I V4'F]{BEDNENT) I 4 t P Y 6 VER TI M 1 NA ATIAE.NMENT i0 GE R D -90 HI fYX OOD PSi f.ROLT) a=a z HILTI SLEEVE ANCHEI 3/B'X E-3/4'STARTING 6'FPoT)1 ENDS TEEM 22'OC.O 1/4' j tgg�T �• 3 Y t R OIBEDNENT)<OR,USE FASTENERS FQ2ILLLOV C-90 SLACK) �Oti� STATE OF 9 t 3H -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, BIPACLARGE TS� t�5} w SPREPARATION OF WOOD JAMBS BY OTHERS RESISTANCE jS AI ..O..1.'. IVOEID CONCRCTE lHuLLuv GRWYEB n 9+s ,+,•S�Oiinn�? ,, v STRUCTURE STRUCTURESTRUCTURE F FL g" X ' r 1STRUCTU'RE rj�'f��/'l/'-`��. Ca 1/2'HIN 2-3/4' H l-1 MIN ,' 'Cm Y' Al L its tIRAlA6E COl•T Y0)STm-iAL01.KL CIO!WVAMLKNLI 2X6 JANE 2 MODEL 960 HERITAGE(84 OA) LOGO.8000 IIYYPP HI MODEL 666 OAX BOr I$t�l�� SROM 11511 ILOSH AN1T AVAILABLE TRACK CONFIGURATIONS H.T.S. SNI IBLBI FT DJ I IAIi 07/hfq GRAZING BNBEi" B DEO®BC AR BOC 0/1410 M-W-lW21 100 1 OF i . . ... . . . ... .. .. . . . .. .. . . . . . ... . . . . . ... . . . . ... TABLET w, : ••• • •• • . . . .. . • -TABLE 2 TABLE 4 DOOR STRUT SPACINGsA9ED0 RE E • • � � � • •• DOOR SECTION HEIGHTS section Center stile location HEIGHT SECTiOiWNFIGURATIONt • TCF! (Measured from left Edge) HEIGHT Btrn #2 #3 #4 #5 #6 #7 #8 -Panel Type A B C D E F G H T Qu •• ;X29 x.: t. mf w- „ Width 1st 2st 3rd T 61/2" 16" 37" 68" •• • • •• 2° •• 13'6" 21" 21" 21" 21" 21" 18" 18" 21" . - G W. �° Vit::a :� .' �21-..> 8`0 Long 24.000 48.000 172.000 ' a u 1 • 12'6" 21"' 18" 18" 18" 18" 18" 18" 21" 8'l0 Bead 24,825 48.000 71.376 8' 61/2" 16" 34" 52" f • • • • 1/2" • X2:1 '.�.�''' = ?=2�' '� ' ` • 8'2 24.500 49.000 73.600 9' 5 1/2" 13" 31" 49" 67" 86' 100 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" 8'2 Bead 26.125 49.000 72.876-W EM-910P tj SD' 6 1/2" 16" 37" 58" 76" W'l 1 1121/2" 10'6" 21" 21"121'121" 21" 21" 8`14 Long 26.000 50.000 75.000 -mm •' r I - ''�,�p� , WA Bead 25.825 60.000 74.376 til'. i Q' n..'1 :1�xZ p R 11'_ 5 112" 18" 34" 62" 70" 88" 106" 1241/2" 9'6" 21" 18" 18" 18' 18" 21" ,... „ „ s. 8't6 Long 25.500 61.000 78.600 x '.E axs + "'i'�y' ee� . 1 " - 8".6 Bead 26.125 51,000 76,875 12' 51/2' 16" 37 68"' 79" 100 11::'.,V1361/2" 8'6" 21' 21" 21" 18 21" @�: YP?I r' ? 9 . 1. # ;INE, -1171�z �18� � W:8 Long 25.000 52.000 78.000 13' 51/2" 16" 37" 58" 76" 94" 112" 130" 148112" T13" 18" 18" 18" 18" 18"I Via Bead 26.625 52.000 77.376 14' 51/Z 16" 3T' 58 79" 100" 121" 142" 111601/2" 18" 8'!10 28.500 63.000 79.500 6'6" 21" 18" 21' 8'10 Bead 27.126 53.000 78.875 TABLE 3 :.ssStt;: 2%�5 DOOR TRACK ATTACHMENT ISPLIbE ly 0 LOW 27.000 1 54.000 1a�81.000 27.625 b4.000 80.375 HEIGHT A B C. D E F G H I J K L M N S 9'!0 used 7' 3" _14" Y 27" 38" 46" ['5611 68" 76" Iyenuu[r t4eVws �cwpyrrvp►uellorlt ; 2 Aooepu.aw 3 Mrewwn dens mn ao-n m mr i n 3} n .i.E''43' «.M.n n n n '�: .1i f c«_.l7 " �< �tlr wee �� 8 uummmmo 8 3 14 27 38 46' 56 68 78 88 "'�"'�` I9 Tz " u ❑ n u u n u " n DESIGN LOAD �O�5,.:••••f;�iV �, 91 3 14 27 38 46 56 68 78 88 100 vxo0ucr>t��> +61.1 PSF ,.•�?••�cEhs•,F9p'' t a„lp -60.3 PSF Z t `, E r yi�wil We Flai6" �• W1 .1v ar YW6goe3 �; No 0048570 10' 3" 14" 27" 338" ,46" 556" 68" 78" 88" 100" 112" o8 4 66 7 �'e l a x $ LARGE USSLE Milt hd"d Csnn+l V E12' Y 113 14 2738 46 56 68 78 88 100 110 • 124 ESsrIMPA : Rf L 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136"14" 27" 38" '46" 56" 68" 78" 88" 100" 114" 122" 134' 148" la C11% MR,�� ,�L 680 NSRITADS(S4 OA 1000,S0o03 (i T Ti. , �� i�. ]� u' i g D4; gin$ • _; 6 ger . - }0 �1wg- Lrwrbr ODSL 086 aAx sDYNrr za aA> iDOD,soon 3tYm ', �. __�..14" 27" 381114,611 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" �01C1''�"c'' oAi aDYurr rAtiets stt oeuw rr w I eAco Wm am 6 QVM R AM air QA-1. W-9509-180-21 ALL TRACK ATTACHMENT SPACWC +/- 2'ALLOWED WITH SW OR SPF N0.2 OR BETTER ONLY yHM 3 OF 3 4/3/2018 Florida Building Code Online � ;' All Lou BCIS Home I Log In -I User Registration I Hot Topics I Submit Surcharge ( Stats&Facts I Publications I FOC Staff I SCIS Site Map I Links I Search I Fl ' a N " Product Approval ,> G USER:Public User b Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com •••. • • 0000 0000•• Authorized Signature Vivian Wright •• • •0000 • rickw@rwbldgconsultants.com •••••• 0000 •••••• • 1 000.00 • • • 0000•• • • Technical Representative Scott Johnson see*** 00•00 0 0000• Address/Phone/Email 5200 W Century Blvd. 0000 •0•0 ' Los Angeles,CA 90045 •0•••• 0 000 000•• (440)969-9773 Ext 18 00•0.0 �••� i 0000•• scottjohnson@plastproinc.com *0 0 0�0 • • • • • 0000•• 0000•• Quality Assurance Representative Ron O'Connell • • • • 0000•• Address/Phone/Email 5200 W Century Blvd. ••� � •• • • • Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer j 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan]. King, P.E. Cl Validation Checklist- Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.pgif Referenced Standard and Year(of Standard) Standard Year k ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 .1995 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d 1/4 4/3/2018 Florida Building Code Online G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (P) Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D 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 0 Inswing/Outswing(X-Configuration) • l Fiberglass Door • Limps of Use Installation Instructiod% • ; • Approved for use in HVHZ:Yes FL15210 R6 II fbl Inst 15210.1.pdf • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.SWia1'1P.E.43461' •'••• Impact Resistant:Yes Created by Independent OMRd 10": Yes • • • •••••• Design Pressure: N/A Evaluation Reports •••• •••• • I • Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) EVd1 I.pdf • •• • •• additional use limitations,installation instructions and product Created by Independent Third Party: Yes • • particulars. . • � • � 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fib4-01%: angle Door f4ith Sidelite or• Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswfng(0)(mor XO;•O XO onfiguoat"90). Fiberglass Door . , • • Limits of Use Installation Instruction!• • 000000 • • Approved for use in HVHZ:Yes FL15210 R6 II (b)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 R6 AE (b) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.3 c. Smoot /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 R6 II (b) Inst 15210.3.p_df 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 FL15210 R6 AE (b) Eval 15210.3.p_1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series O (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (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 FL15210 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 O Sidelites-Inswing/Outswing(OX or XO; OXO-Configurations) Fiberglass Door https://floiidabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgv3yV VKJZ 1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d 2/4 4/3/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.5.12df 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 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed 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 R6 II (b)Inst 15210.6.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 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.6.pdf 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 FL15210 R6 II (b)Inst 15210.7.p-df 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 0000 Other:See INST 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (b)Evac 1521Q.7.pdf •..... ••.•• additional use limitations, installation instructions and product Created by Independent ihirdoParty: Yes • particulars. •• • ••�• • 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed FibertlaS?lAgle Door with Sidelitebr•00 Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX o • •rkO;0OXO-Configurations) • • • Fiberglass Door •••• 0000 00000 Limits of Use Installation Instructioift':•• • • ••0•• Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 452108.pdf •• • 000000 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Saar dt•J?.E.43409 •' Impact Resistant:Yes Created by Independent Shiro Party:Yes • Design Pressure: N/A Evaluation Reports :•••:•" 0000 Other:See INST 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (b) Ev1152 1U_8.pdf • ••••• additional use limitations, installation instructions and product Created by Independent Third Party:Yes•• • • • particulars. 0 • 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.9.1df 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 R6 AE (b) Eval 15210.9.pdf 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 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.r�df 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 R6 AE (b) Eval 15210.10.gdf 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 FL15210 R6 II (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 https://floridabuilding.org/pr/pr_app_4g.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d 3/4 4/3/2018 Florida Building Code Online Other:See INST 15210.11 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.12.Qdf 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 15210.12 for Design Pressure Ratings,any FL15210 R6 AE (¢) Eval 15210.12.pb_f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13.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 15210.13 for Design Pressure Ratings,any FL15210 R6 AEy(¢)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 Dvorw4th Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel -Outswing(XX-C%fiWiation) •••• • Fiberglass Door 0 • 0 •• Limits of Use Installation Instructions.••0• ••:0 ••••:• Approved for use in HVHZ:Yes FL15210 R6 II (¢)Insta"J"4.q(if 0 0 0 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmit P.E. 43409 •••••• Impact Resistant:Yes Created by Independent.T�ii� arty: Yes •••• • • Design Pressure: N/A Evaluation Reports see* ••0• 00000 Other:See INST 15210.14 for Design Pressure Ratings,an FL15210 R6 AE • 9 9 Y (¢) Eva#d521{k14.pdf • ••• 0000• 'additional use limitations, installation instructions and product Created by Independent.Tp— Ir o0 rt Yet..0 ; 0000.• particulars. • 00.00• 0 • • • • 0 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Doortika tling the••.••• Grain/Rustic/Mahogany Series O WINDSERTTm an operational vlinclpw insert-Outswing(Z(.-.00 Fiberglass Door Configuration). •• • •• • • • Limits of Use Installation Instructions 00 0 Approved for use in HVHZ:Yes FL15210 R6 II (b)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 (¢) Eval 15210.15.pif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Qgpyright 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: MM M Credit Card Safe. r https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d 4/4 • .••• • • • '••• ` •••plastpro . ,qpm ... 0.0p _5 31• * •'� Ori 5200 W. CENTURY BLVD. ; LOS ANGELES, CA 90045 •• \ o • • ' u N°D z° . . ASmooth / Wood Grain / White WoQcl �rpA7: .•• ••• n v ti o ■i Rustic /Mahogany Series O Fiberglass Door a: d N LZ m o a INSWING/OUTSWING V �� '7MPAcr, GENERAL NOTES Z 0 z. �z p i 3 o 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building i Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). O r &y F J <V 2. Product anchors shall be as feted and spaced as shown on details.Anchor embedment to base m y material shall be beyond waft dressing or stucco. W W. H t 3. When used In the-HVHr this product complies with Section 1626 of the Florida Building Code and , i X 0 o F does not require an impact resistant covering, o l r1 a 4. When used in areas outside of the"HVHr requiring wind borne debris protection,this product W Y y compiles with FBC Sections 1609.1.2&R3012.1.2 and does not require an Impact resistant covering. o p This product meets missile level*W and includes Wind Zone 4 as defined in ASTM E 1996 and FBC b ;., L n 9 Sections 1609.122&R301.2.12.1. a CD nw 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry 00 construction. y fv fv o N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a In licensed engineer or registered architect. a �i 7. Outswing configurations meet water infiltration requirements for'HVHr. AN other configurations do not meet the water infiltration requirements for the"HVHZ'and must be installed only in non-habitable A A 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 degrees. �n � g TABLE OF CONTENTS H a a4 SHEU# DESCRIPTION SHEEP* DESCRIPTION 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) :MAX `DESIGN PRESSURE(PSI) w i 2 Door Panel Details 8 3-point lock details CONFIGURAT/ON FRAME - u„c-02116112 ° 3 Horizontal&Vertical Cross Sections 2X Buck) 9 3-point lack details DIMENSION; POSITIVE NEGATIVE sr N.T.S. ° . 4 Horizontd&Vertical Cross Sections(1 X Buds) 10 Buck and frame anchoring owl ar JK m' 5 Horizontal&Vertical Cross Sections(D'vect to Masonry) 11 Components X 37.5'x 82.0 +75.0 -75.0 6 Vertical Cross Sections(Thresholds) 12 Bill of materials CML ft LFS rc ouaara woo See sheep 2 for hardware design pressure Amitations A FL-15210.1 - sN¢r 1 or 1210 a 00 •. . . . .. .. . . -0: . . . . . . • . . ••• • • • • ••• • • f • • • f• • • ``�� Ni • 0.6' EXTEflOfi • • • • • • s • • • 0•�••• J: • •. :..,•: �:• Lim �i'',%'r•. ...•; `` O M•2 Illi • • • U N•; • •• • • • • • •• •• `' V Z xZV CAP(PVC) INTERIOR LATCH STILE(LVL) TOP RAIL \ r 9 m c w HINGE STILE(LVL) CAP(PVC) (COMP.) v 5°.2' "� maa� LL ` a 1 HORIZONTAL CROSS SECDONs. --Tgg az pCa� 35.75"MAX OA. z WIDTH 6.' •' z o 0 2S ev b.O ;;; .HARDWARETABIE a a Z INTERIOR EXTERIOR �� Lrl MANUFACTURER MODEL �N Y Y = h KWIKSET PRESSURE KNOB:` SIGNATURE SERIES +-75 FOAM CORE DEADBOLT: SIGNATURE SERIES(980) T _f_] (POLYURETHANE- ^ GSCHLAGE KNOB: F SERIES(FSl) } 1.9 PCF MIN.) N N Fti DEADBOLT: V SERIES(B60/62) 75 z o X • SEE HARDWARE TABLE LEVER: FOR SERIES ez'P N L PAMEX DEADBOLT: FD7 SERIES ±75 • :•a. 6 HOPPE MULTIPOINT LOCK: HL39M 3-POINT TONGUE +50 FIBERGLASS SKIN ••!•• (")" SEE HARDWARE TABLE (0.125"MIN.THK.) '1 ENDURA MULTIPOINT LOCK: TRILENNRIM 30M(3-PT) }75 '••' ' See sheets 5 and 6 for multipoint lock details. n BOTTOM RAR ^ ? Z (COMP.) n^z v DATE 02116112 °z e o � �DOOR�PANEL WALE N.T.S. \Jom BY.. JK m Fberglass �EMCAL CROSS SEMNCROSS SEMN m.c W. LFS 2 awnrm wa: � FL-15210.1 a .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 5 6 • • • ••• • • ````�N * bpi • • • • • • •• • • ``�O� ....... • • • • • • • • • • •• • • • •• ••• •• %��•''• • • • • • ••El M �Ill•• (�\�• � Z ItDnZroo U ••• •• •• ••• • .. S p xzd v V a mdp o ® a oT X "703 0z 3 2a 4 4 1 2 � A 5 5 m Fm Ci �y 7 7 4 D 1-1/4'MIN. z 6 E 7 7 EMB.(iYP.) p. am NN B 1 2 1 D 6 o o& 2 C 6 6I _ a 0.15, B L MINK C ^° °• PP) E ° .. • v INTERIOR ° ~ D N p G N N 7 7. B B8 0 40 N • WW 14 Z i EXTERIOR 27 SB 7 v a a^z o° 1-1/4'MIN. EXTERIOR INTERIOR DAMDAM6, 02116112 = EMB(1YP) 1 9 E s e SM& N.T.S. k DM er JK m 1 HORIZONTAL CROSS SECTION �2 _HORIZONTAL CROSS SECTION 3 3tswmg awn Iruwmg SIm�i butsvmg shown Inswi sim OutsMng shown(Inswing"or)VERTICAL CROSS SECTION cm W. �FS u 3 3 ng 3 � owAworc No.: FL-15210.1 • 0 o sir-!-or 12 t . . . . . . . . . . ... . . . . 000 y - • • • • • • • •• • • • X 'n i� W.00 o* Z r • • • • • • • •00 • /i \� 7> •• ••• • • ••• •• •• "'fit IIID�% 2002 • • • • • • • • • U N•;Z •• • • • • • ••• •• V q y Z O Z V Lp cW b4' vV mda� li v �Z Ad E C E a 2 1 F Cm �a .. E a Ny c 7 0 F 40 7 of & G INTERIOR a a - A �cd m III it I �W 4 g 40 p p Q v• .O N N _ EXTERIOR c o Z 11 11 7 1 2 W W _ 1-1/4'nuN. 9 40 27 G A EXTERIOR INTERIOR n EMB.(TYP.) 1-1/4•MIN. EMB. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3VERTICAL CROSS SECTION n o 4shown w 1 X su k q Shown w 1 X q Shown w/1 X sub-buck Outswing shown(Inswing simlar) Oulsvk,g shown(Im r8 shillor) Outswing shown(Inswing simian) n m a 4 Z DATE:02/16/12 ? wAm •N.T.S. ° Do.W. JK io CM.rn LFS ; DFJXNo NO.: z a FL-15210.1 0 j s1iEEr 4 or j 2 O 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • . • • .. o` ''. • • • • • • • • • • 4,0' % - 'n 11111 ••• • • ••• • • ••• ••• ; 9 v .: J g E za � • cW o =6 oz a E E s C 2 1 C Z d D 1 2 D D o a 7 o No 7 E E m • INTERIOR ; •° =y � • a a • FF EXTERIOR 11 7 1 2 B B i q 11 9 40 27 M EXTERIOR INTERIOR E I-1/4'MIN. EMB.(TYP.) B.(tYPJ >> i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a 5 Shown Direct to Masonry 5 Shown Direct to Masonry 5 Shown Direct to Mas � a Outswing shown(Inswing*Mar) Outswing shown(Inswing sim'br) Outswing shown(Inswing sirriar) �n c z N Z U i DAM 02116112 z SCAM N.T.S. aro BY. JK 'm s ff LFSNo_1523••a ' g .. .. . . . .. .. . . . . . . . . . . . \per ••' i� • • ••• • • • • • • .\Qr ,y�" tk •• ••• • • •1' •' '• ,'''��///1.11111`I`\\\ 09imZ c 5 O m[W 0 Ix �V[\ Q J `� madly D4 E cZ EXTERIOR INTERIOR ° Iz � a � y S _ ?8 & CC EXTERIOR INTERIOR ° EXTERIOR INTERIOR o • ..d 30 31 32 33 34 �1 VEIMCAL CROSS SEC17ON 8 6 Shown w/ADA threshold 36 n r 37 z $6 w N ' e . ° • d a 122 k' e ° n / °m y .. d �^W 2 ¢S nM0 6 � C9 cLaCROSS SEC110N VERTICAL CROSS SECTION o 0 t gurarlo 6 IImrowing conflguraHon "'"z u DATE:0, 16 12 TO smZ N.T.S.it ° owe.m: JK m olwc sr. US owAwMc no.: rc FL-15210.1 • 0 o smacl 6 or J • • ••• • • • • ••• • • • • • • • •• • • �k ��( '• iii a MAX. i i ••s i s • i i (r MAX. �': ` • m 1ly s • • • ••• m 2, _ gg E MIN. E MIN. . IDA P • • • • • • • • �. O, ....... • ••• • • • • •• �i,� ;O n C ••• i i ••• JILNT!ERK)R 8ZgE Z$oo , €g 0�DA CO 9cmW40V` ♦ m 111=0EXTERIOR INTERIOR Li 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION rr 7 Shown Drectto MOSO"r'l 7 Shown Direct to MasorrY ci Outswingordyw/49/16 jamb Ouimingonyw/erg/16 jamb yr o A� w �p c3 dm � Ny O F �a g w a a to Tv INTEL R v, N N 40 40 , Q Z a °' 8w _O INTERIOR rn N I 40 N ti M 1Y1 LIM cli - ° } U J �y EMB.(TrP.) N q Q F E ' INTERIOR E ° E ' EXTT:RIOR E w^z v 1-1/4"MIN. 1-1/1"MIN. M 1-1/4"MIN. ath 02116112 i EMB.(1YP.i EMB.(ttP.j EMB.jrrP.j N.T.S. o 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 4 HORIZONTAL CROSS SECTION aro.e.: JK m HORIZONTAL CROSS SECTION �StTONm Direct to east e.: LFS 3 7 Shown Direct to Masonry, 7 Shown D•rect to Mas 7 Shown Direct to Masonry ��O Outswing only w/49/16'lamb Outswing ony w/49/«16jamb Outswr+g only w/6-9/16 jamb utswing ony w/4 jamb �,,,,m w4 a n FL-15210.1 6 b SHED 7 OF j_Z 9 1 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • . • • . • •• . • • ,� . �i q 000 000 00 • • • • • • • • ••••... .••• \ Z tj O m -0.-• ••• • • • •• •• '',//////II111\1``\`\ c; • • • • • • • O M Z o s. ... .. Aa =oz izW 0 IL 0 0 2X BUCK 58 c o1 F; 1 X BUCK G a 0 (A , DIRECTTO M �J n MASONRY y� —2.1r 23 &j m 0 i 2X BUCK SB nr` s al P`+>+ HOPPE MULTIPOINT LOCK• W 2S o H159000 bPolnt 4onpue0 1 X BUCK G .ti + a DIRECT TO M a MASONRY 1.7" Fes— 2X BIK:K $$ n.r C 1X BUCK DIRECT TO M 23 z q = MASONRY PF, to 0 6 h IN C g d m Z }i STRIKEJAMB y N rn Q o o° LDAM 02/16/12 z Q SMua N.T.S. mm BY. X m' w MULTIPOINT STRIKE PLATE 8LATCH AND DEADBOLTSTRIKE PLATE oxc Or. LFS 3 T.V.system DRAMM*NO.: n 3 MANUAL RAISED TONGUE GEAR SYSTEM FL-15210.1 N — WW 8 OF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . .. . . . ... . . . . ... • • • • • • • •• • • • e n 8�7 Z N0 � `0 9m on p oa L m mda4 C `P C o V Li b � a lz a � � 1 o � 0 Ix a Ci ` 5 � N N 60 8B Z vn 62 �r-j to O a 2X BUCK 58 IXBUCK G n DIRECTTO M n n o MASONRY N 0 0 DAM 02116112 Iz SME N.T.S. k' Owe.we JK m' ENDURA TRILENNNM 3000 STRIKE JAMB DETAIL °*K B+• LFS 3 3 pt.Lock DRWM NO: a FL-15210.1 n o s�cr 9 or 12 N • • • ' • . ••• ... • •• •• • :0.0 : • . . . . . . ... . . . • 000 • • • •••49/1 B"lIAM DIRECT TO MASONRY JAMB(TYP.) • • • • • • • • • • • • • •• • • (SEE SHEET 7)ITYP-) too • • • • • • • _ _ z oa • • • • • • • •.. .•- iii •......"" aa...M1 • :•• • i i•• i Nr*1111 ` iancz' • ZEE�IIN6E• • • L 2X BUCK to N •: D TYP.HEAD ; • • UETAtt(TYFj 0 xg i &JAMBS o G 1 X BUCK V ..0, Z •c w _ — DIRECT TO — y be A 9 a tOIL IL MASONRY7 5 MASONRY D MASONRY m� a OPENING OPENING TYP HEAD `o z' &JAMBSa (� FRAME o_ 2X BUCK--\ 49/16'JAMB M _ �0 &� Q ~ 2X BUCK —6.9/16"JAMB N m DIRECT TO n rO p MASONRY a� '2 _ •_ JAMB(TYP.) — o x F (SEE SHEET 7) cl a ADA SILL r ( ONLY BUCK ANCHORING STRIKEJAMB FRAME ANCHORING HINGEJAMB �� o Masonry construction it rn coNCREtE ANCHOR NOTES: DIRECT TO 1.concrete onchar bcoltons at Rre comers may be coMfed to mobitah the min. DIRECT TO edge distance to mortarldnts. DIRECT TO MASONRY M a a 2.Concrete anchor locatiore noted as"MAX ON CENTER•must be adJtated to MASONRY MASONRY M mdntdn the mbu edge distance to mortorlohtx odd bnd concrete anchors 1 X BUCK G = 3 may Con reterequiredanchor to the"MAX ON cENrER•o8rnermon are not exceeded. 1 X BUCK y 1 X BUCK G 9 2X BUCK L N m Q ANCHOR ANCHOR MIN MIN.CLEARANCE MIN.CLEARANCE 2X BUCKr:im 2X BUCK 2X BUCK L n ; ` TO�MASONRY TOAD"CENT... TYPE _SRF EMBEDMENT, ANCHOR 1X BUCKDIRECT TO 11 11 N'z la nC • r r 11 aLTE•02116112 j' TAPCON DIRECT TOMASONRY 110 eco t/4" t•t/4" P r N.T.S. MASONRY1X BUCK ts•c UK o' TIW a 3/16" 1.114" AS SHOWN 1.1/r TAPCON 2X BUCK cm er: LFS 3 1.WOOD SCREW MSfALLAWN NOTES: ` n Maintdn a rr**mwn 5/8"edge distance,I•end dutance,6 I'o.c.spodrig of LATCH 6 DEADBOLT DETAIL HINGE DETAIL HINGE DETAIL FL-15210.1 wood screws to prevent the spitting of wood. Outswing a SHEET_tO OF 11 ' O . . ... . . . ... . . . . . . . . . . . . ... . . . . ,moo. 4.56" 416" • • • • • 2^ o L� • •r :• •• 1I -moi ��* ` o 213"- 2.44^ rit �i°D i • • • • • • • • • F�— U a c OUISWINGTHRESHOLD OUfSWfNGIHRESHOID POLY FIRERJAMR v E Z$o� DLP IRI Columbia High Dam c Pkutpro V u) m.`b. a a. 6 E o= 4.68" F► 4.56" -�{ ^ 4. a � r� I I� r � I 32 OIIISWING THRESHOLD 31 OUISWING IHRESHOID o > DLP(QOSH) Colunbia(SS) Z WOOD JAMB a � k z 3 0 rc i a a o g o I n' 0.52" Fri- N N z �10UISWING THRESHOLD �, _I�ahNSWING THRESHOLD WEATHERSTRIP �.ZDOOR ROTIOM SWEEP 8 q •'� Li�a.a(I-Series) (C ,mbia I Force o y m 5625" 4.56" z ® 4.56, Ngo s 2 1n �T DA N.T.S. 9 INSWING THRESHOLD �.\INSWING THRESHOLD 49 ADA IHRESHOID o.r;.rn: [idua(t Series) (,Sa) aM er LPS 3 DRAWW No. ¢ - 3 F'L-15210.1 � o o sN¢r 11 --L2- .i2 L.i2 . . ... . . . . ... • • s • • • • •• ` • s • `I� . • • • • %I won BILL OF MATERIALS • • • • • . • • • • ; IIW/ OESCiMN MATERIAL • ••• • = n A 1X BUCK SG>=0.55 WOOD * �� / B 2X BUCK SG>=0.55 W OD � �.,••.•. . F- D 1/4'X23 • •_ • •/4"PFH ELCO OR ITW CONCRETE SCREW • . i W% ,0; : • • . �//gill 11�� i 6;0 E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI • • CONCRETEi i•• ••• a o z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 x z G 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL I 1/4"X 1.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL J° J 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o K 1/4"X 2-1/4"(TW CONCRETE SCREW STEEL 9`o z " L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL �Fa M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL N 3/16"X 23/4"ITW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL �o 2 FINGER JOINTED PINE FRAME WOOD ?S 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL & 9 4"X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL o m 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL o E 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEELI 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 2B DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADA THRESHOLD ALUM0 a 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUMIWOOD ~ 32 OLITSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 8 OZ s 34 OUTSWING THRESHOLD ALUM/WOOD y 36 INSWING THRESHOLD ALUM/COMP to n 37 INSWING THRESHOLD ALUM/WOOD >' 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANTS_-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10X 1-1/2"PFH SCREW STEEL �' 57 BACKING PLATE STEEL 58 #8 X 2"PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL n h o 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL a"z a —02116112 1 i SCALE,, N.T.S. 9 owe JK m' nx•r ' L FS 3 " ORFFL 15 FL-15210.1 " 0 y SFEET X12 OF�? N O R W R W Building Consultants, Inc. B Consulting 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.ofAuthorization No.9813 Product / / , e, Date: Product Category Sub Category Manufacturer Product Name. Swinging Plastpro,Inc. Smooth/.W.Wood Grain/White Wood Grain . _ Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 a Series 0 Fiberglass Door r Phone 440.969.9773 Inswing/Outswing-"Impact' Scope: Product Evaluation report issued by ft W Building Consultants, Inc.&Lyndon F. Schmidt,P.E. (System ID#1998)for Plastpro Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business.&Professional Regulation. ' RW Building Consultants and Lyndon.F.Schmidt, P.E.,do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein_ . Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida'Building Code(FBC)'structucalsequirements including the"High Velocity Hurricane,Zone". • • 0000 ,0000.. 2. Product anchors shall be as;listed and spaced as shown on details.Anchor embedment to base.mates Oal shall be beyemo wall dressing Or stucco. 000000 0000 000.00 3: When used in the"HVHZ"this product complies with.Section 1626 of the Florida Building Code and aded'Adt require aA impact ;....W; resistant covering. *000" ••0• • • - •••• 0000 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies vYith FBC Sections'1609.1..2.. - R301:2:1:2 and does not require an impact resistant covering.This product meets missile level"D'=and inchxles.WMid Lorre 4 as •�• defined in ASTM E 1996 and FBC Sections 1609.1.2.2&'R301.2.1.2.1. •• • • • Soo*:* 0000.. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck m�asanry corstruction. so*::* 0000.. 6.iSite conditions that deviate from the details of drawing FL-15210.1 require further engineering apaly�ls•byµa licensed engilee1 .- registered architect. .. . 00 7. Outswing configurations meet water infiltration requirements:for"HVHZ". All other configurations do not meet the wa4ar ififiltration 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-1521,0.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testinq 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..O 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 635r98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier- 2; Drawing No. Prepared by Sinned&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 ♦ Certificate of Participation issued by National Accreditation and Management �� SCHM� ♦♦ F• O Institute,certifying that Plastpro,Inc.is manufacturing products within a quality � �.••.• E N •..•�' ♦♦� assurance program that complies with ISO/IEC 17020 and Guide 53. • '. No 43409 Z - • STATE OF Q.(��•.'c� ,Q N Lyndon,F.Schmidt,P.E. �i�Ccsi'•- ........ -�0�� FL PE No.43409 8/31/2017 Sheet 1 of 1 ♦♦�-�Sl� MiAMbDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-.Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) resgrve6the right to have this product or material tested for quality assurance purposes. If this produpt or mtt�j /'fails t%.... perform in the accepted manner, the manufacturer will incur the expense of suc11.tc9ti4g and the.AHJ may .• immediately revoke, modify, or suspend the use of such product or material witlua0their jurisdistion. RER •• • reserves the right to revoke this acceptance, if it is determined by Miami-Dade•e"mty Produtt ContrQL•• Section that this product or material fails to meet the requirements of the applicabl 4ftrit4ing cqN"'• ' This product is approved as described herein, and has been designed to comply MM the Flor4t"$uildin :••. Code includingthe Hi VelocityHurricane Zone. : 0 • .. .. 9 9660.0 DESCRIPTION: Series "300 StormSafe"Aluminum Fixed Window—L.M.L. 9999 6 0 APPROVAL DOCUMENT:Drawing No.W07-49,titled"S-300 StormSafe Aloin.Fisted WQW. sheets 1 through 7 of 7,dated 05/18/07,with revision G dated 06/30/17,prepared by A Warooq Corporation•••• signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product control Revi*iQn.stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida; and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1212.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMiartwane courm �NOA No. 17-0717.01 kEipiration Date: August 29,2022 s/.!4I j'? Approval Date: August 24,2017 ( ! Page 1� SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0604.05) 2. Drawing No. W07-49,titled"S-300 StormSafe Alum Fixed Wdw. (L.M.I.)"., sheets I through 7 of 7, dated 05/18/07,with revision G dated 06/30/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Aix Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ••• along with marked-up drawings and installation diagram of all Wti4num fixed. window,prepared by Blackwater Testing, Inc., Test Report Noe 43T-SIW-14.017A, ...... dated 09/26/14, signed and sealed by Yamil Gerardo Kuri,P.E'•'•• :....: (Submitted under previous NOA No. 14-1212.01) ." • 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS ZQt 9.4 ,.. ••:••' 2)Cyclic Wind Pressure Loading per FBC,TAS 21x3-94 '.• : •••••• 3)Drop Load Test,per CPCS 16 CFR 1201 (fut$•l� and ANSI Z97.1 •, along with marked-up drawings and installation diagram of arf alucnlnum tr". window,prepared by Blackwater Testing, Inc.,Test Report Ne,B'N.SIW-k4 0j 7B, ;•,•••; dated 09/26/14, signed and sealed by Yamil Gerardo Kuri,P.E. '..'.' (Submitted under previous NDA No. 14-1212.01) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by American Test Lab of South Florida,Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory,Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda,P.E. 11 (Submitted under NDA No. 07-0604.05) C2 1 Manueylyeolre4 P.E. Product Contr1 Ex iner NOA Nok.l7-0717.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E-1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTUAMD) 5. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No.HETI-07-4111,dated 01/25/07, signed and sealed by Rafael E. Droz— Seda,P.E. (Submitted under NOA No. 07-0604.05).. 6. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aseries 300 Au" um ••• fixed window,prepared by Hurricane Engineering Testing Lagratory, Inc.,Test .' Report No. HETI-07-4112, dated 04/09/07,signed and sealed by-Rafael FA broz— •••• • Seda, P.E. •••••• ' ...... (Submitted under NOA No. 07-0604.05) 6.00000 00000 • ...... . ... .0%. 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 24r-.W 0 0 0 0 0600:6 t2)Cyclic Wind Pressure Loading per FBC,TA-S ff-94 •, along'with marked-up drawings and installation diagram of a'seriel 300 Al"Misum 0000" fixed window" rePared by Hurricane Engineering Testing Laboao In4•�est :•••• . .ry . Report No. HETI-07-4113,dated 04/09/07, signed and sealed by Rafael$..Drbz— Seda,P.E. (Submitted under NOA No. 07-0604.05) 8. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz-- Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA No. 07-0604.05) Manuel er P.E. Product Contr 1 Exainer NOA No. 17.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E-2 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (201.4), dated 11/18/14, and updated to the FBC 6"'Edition (2017) on 06/29/17,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 Am4�jt;,-Inc.foZthQir .' "SentryGlas®(Clear and White) Glass Interlayers"dated'0&2&15, expming on •••• • 07/04/18. •••••• ' 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amenc.for'rica.•Iair • *000 "Trosifol®Ultraclear, Clear and Color PVB Glass Interlaygri"dated 0.1/J.9117, expiring on 07/08/19. ' • .. .. .. . ...... 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chgmri;nt Company (MA) •. for their"Saflex Clear and Color Glass Interlayers"dated 03/17/t6, e+44-on "•0• 05/21/21. 0 0 0 • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition(2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110,HETI-07-4111, HETI-07-4112, HETI-07-4113,HETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory,Inc., dated 01/15/25 and 04/09/07,all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. (Submitted under previous NOA No. 14-1212.01) G. OTHERS 1. Notice of Acceptance No. 14-1212.01, issued to SIW Impact Windows,LLC for their Series"300 StormSafe"Aluminum Fixed Window—L.M.I.,approved on 03/26/15 and expiring on 08/29/17. C Manuel Pe z, .E. Product Control x ner NOA No. 17-0717.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E-3 . . . . . . . . . . UA i'• ••• /.� WINDOW WIDTH yy�J te` • • FALSE MUNTINS mG1 Z J • • 00: •• • • • • • (SURFACEAY PPUm) i • • • • • • • • • t.Y BE US I �SN }'Y� •• • • •i ••• •• ( I� �I C IY 6" MAX. ANCHOR SPACING AT CURVED FRAMES ii ii p 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES ❑____ =_---dFooc== Y.ZNg- r � Q�ISi�f 11 11 J II li v 11 11 JUJ N pan WIDTHW WIWNDOW IOTH WWINDOW z ID B 5 w �z ) w I I r , SERIES 300 STORMSAFE o a°m ALUMINUM FIXED WINDOW12"MAX. 6"MAX. N o HEAD/SILL HEAD/SILL 5Q� -V)}} n APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE CORNERS31n'J` z z z COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER --t - In N ma MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY `TYPICAL ELEVATION 0 .. L J APPROVED MULLIONS IN-BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW WIDTHyl WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS — —; I ,I SHOWN ON,SHEETS 3 AND 4. o f o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z I REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE u INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH - 3 I I ; 11SY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE REQUIREMENTS OF ANSI Z97.1. _ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS w L— —J TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ° ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS - � SHUTTERS ARE NOT REQUIRED. WINDOW I I WINDOW I I AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT 70 BASE u o MATERIAL SHALL BE BEYONDDWALL DRESSING OR STUCCO. PRODUCT REVISBp A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO,WOOD ONLY. as pl in; iN the Fkd" `�y'% o . ........, G ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Bniidia 8 Cd. q T Amept—Nol -0 MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS,THAT Expip' Dace � �� VI! COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I �. 3 3 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE k ADOPTED STANDARDS. BY * �tl THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Miam b FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT.ADEQUACY [SHOWN OWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABODE OR SIMILAR CAN BE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR � drawing no. WATER INFILTRATION RESISTANCE ETC. I IFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, JUN 3 Q tCl7 �i aP � �� W07-49 IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. AND TO BE REVIEWED BY BUILDING OFFICIAL �• IVAI" III 1111\\ ,,heat—_1 .l 7 . . ..• . . . ... .. .• . • . .. .. . . . . . . . . . . . 3 �1/8•ANN.GLASS 3/16'ANN. GLASS U vi w .090•Interlayr • 0&0' Interlayer • ••• • • r` Safi Clear And Cob,Close • St;�lax Clear AI4O Ctior`loss •• • • Z e m 3 By'Eastman Chemical Co.' • B1•'E:gtmNl C•srn1801 •ai • • • O n 1 8'ANN. C1A55 • • • • • • • • N / • /18'AN16 GLASS• ••• • 2E m 5 z 5 • • •• ••• ••• � J i i ii ij • • • • • • 1 • • • • • •• • V y(eri \w 6 \ ,a _ SILICONE I: • •SJCOW• • • p DOW CORNING 995 I • • DON CORNING*5 • ale. < g e l u , • • • • ••• •• 3 3A LL,z AT 1/4 POINTS ON LIfFS AT 1/4 POINTS ON LITES Q Is W F WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 29/64. OVERALL 29/64. OVERALL J o I Y 1/6'TEMP. GLASS O J N N `-3/16'H.S. GLASS 1/4 AIR SPACE 3/18"H.S.CLASS \ 090"Interlayer 1/8•H.S. GLASS Saflex Clear And Color Glow g Q M 090'Intarlayu By'Eastman Chemical Co.' 090•Interloyer Z In r SentryGlas OR San Las 1 By 'Kuroroy America, Ine.' 090'Interkyer By Kuroray America, Inc.' 1 Trosifol PV8 Of V w T � By'kuraray America, Inc.' / � � U Z 3/16-,H.S.,GLASS 1/0-H.S. GLASS d U n ' 3/16•H.S. CLASS CARDINAL XL vi t EDGE SPACER 5Q� m' i i 5 5T.STEEL pS In .1A 5 J MA 5 � , I r W 1: N Ln IA 0 n cep li Vii. 6 6 M3.2 6 0 r I SILICONE i `i SIUOONE SILICONE DOW CORNING 995 r I ,j DOW CORNING 995DOW CORNING 995 i C C 0 ¢ a TS O '2bdo jqqo T AT 1/4 POINTS ON L1TE5 2 AT 1/4 POINTS ON LITES 7 AT 1/4 POINTS ALL SIZES WIDER THAN 36• i WIDER THAT 36• m $$ GLASSMEE IC GLASS TYPE TV GLASS TYPE 'D' 7/16- OV RAF 7/16- OVERALL 11/16" OVERALL I_ I p n 10 a R ry g `oma c FOR LOADS LESS THAN OR EQUAL TO 70 PSF PRODUCT REVISED MIN. GLASS BITE CAN BE 5�8 8ui1�dCons ithdeFLorlds GLASS TYPES A, B & D. A-qxM.No I -O Tay Thee Agi ada adoct drawing no. i,�IrNALttt`` sheet y of 7 V OWN DESIGN LOAD CAPACITY - PSF �U 3 GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE W LLm WINDOW DDAS. •A• •E• 'L" 'Ct• b• j NADH tE11CTN EXT.(+) INT.(-) ETD.(+) INT.(-) E%T.(+) NT.(-) EICT.(+) NT.(-) EXT.(+) NT.(- • .� • • • . • • • Z qr1 ; 26-,/Y 80.0 BOA 70.0 1 70.0 90.0 130.0 60.0 60.0 60.0 80.00 . . . . . .. . . 60.0 60.0 70.0 1 70.0 90.0.. 130.0 60.0 80.0 60.0 60.00 • ••• • • i 3 • • qq', < 37' 2d 80.0 60.0 70.0 I 70.0 90.0 130.0 60.0 60.0 60.0 BOA • • y 42' 60.0 BOA 70.0 70.0 90.0 130.0 80.0 60.0 80.0 80.0 • pJ 8 4B' 60.0 8010 70.0 70.0 90.0 130.0 80.0 60.0 80.0 80.0 53-1/8' 60.0 6010 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 o W 26-1/z' 80.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 80.0 60.0 •• • • •• •VjmE: •• -3Y 60.0 60D 70.0 70.0 90.0 130.0 60.0 80.0 60.0 80.0 • . • • . • •WIDTH SND LENGTH DIMENSIONS CAN BE ORIENTEDL. O 1` • •.• • • •9F ncALR'OR HORIZONTALLY AS SHOWN ABOVE C ae SY- 78_3/8• .60.0 60.0 70.0 70.0 90.0 730.0 80.0 60.0 80.0 60.0 • • • •• • • a C QO 42 57.9 57.9 70.0 70.0 9. 1 60.0 60.0 60.0 60.0 • • . • • • • • • /y p •• • • • • • ••• •• V'l p 48' 5it 7.9 5710 7010 70.0 90.0 130.0 60.0 60.0 60.0 00"0 IyL 53-1 B' 57.9 57.9 70.0 70.0 90.0 130.0 WA 60.0 60.0 60.0 �K' 28-1/2'. 60.0 8010 70.0 70.0 90.0 130"0 80.0 60.0 60.0 80.0 w y 32' 60.0 BOA 70.0 70.0 90.0 130.0 60.0 60.o 60.0 60.0 37' S6-S/8• 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 Q a k 42' 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 0 46' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 53-1 B' - - 70.0 70.0 90.0 130.0 50.0 50.0 59.4 59.4 26-1/2 60.0 BOA 70.0 70.0 9D.0 130.0 50.0 60.0 60.0 60.0 a 32' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 3Y 63• 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 8010 3 Q 42' - - 70.0 70.0 90.0 130.0 60.0 60"0 60.0 80.0 � n 48' - - 70.0 70.0 9aa 130.0 60,0 eo.o 60.0 60.0 X a�- 53-1 e' - - - - 90.0 130.0 60.0 60.0 - - >M 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 O Q 3Y - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 .. ?N 4 w 37' 74-1/4' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 6010 3L_ 42' - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 48' - - - - 90.0 130.0 60.0 80.0 - - o d U m i 53-1 e' - - - - 90.0 130.0 60.0 60.0 - - �jj ^ 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 N U. - - 70.0 70.0 90.0 130.0 60.0 80.0 60.0 BOA 1 3 n W 37' 75' - - 70.0 70.0 90.0 130.0 60.0 50.0 60.0 80"0 N 07 rn I 42' 90.0 130.0 60.0 60.0 45' 90.0 130.0 60.0 60.0 53-1/8" - - - - 90.0 130.0 60.0 60.0 - - �n 26-1/2' 80.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 32' - - 7010 .70.0 90.0 730.0 60.0 60.0 60.0 80.0 $�2 37' M 60 . - - 70.0 70.0 90.0 130.0 60.06040 60.0 60.0 o« n 42 _ _ _ _ 90.0 130.0 60.0 50.0 - - C I� 48' - - - - 90.0 130.0 80.0 80.0 - - 53-1/8' _ _ _ _ 90.0 129.4 60.0 60.0 - - r b 26-1/2' 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 E 32' 70.0 70.0 90.0 130.0 50.0 60.0 60.0 80.0 NOTE: 3Y - - - - 90.0 13a0 60.0 '60.0 - - GLASS CAPACITIES ON THIS SHEET ARE n 96' • e e_ 42' - - - - 90.0 128.6 80.0 60.0 - - o o�5 n R 48' - - 90.0 119.5 w.0 60.0 _ _ BASED ON ASTM E1300-09 (3 SEC. GUSTS). _ g 53-1 8' 90.0 111.8 60.0 80.0 V°c"o "u 28-1/2' - - - - 90.0 130.0 60.0 60.0 - - PRODUCT REVISeD 11. .......1, 32' 90.0 130.0 60.0 60.0 - - ..mplyingwiih the Florida 1OB' 90.0 130.0 60.0 80.0 - - SwIdiA=paeae N9 :�� " �iii m 1 42' - - - - 90.0 122.5 60.0 60.0 DAh 26_1/2• _ _ _ _ 90.0 130.0 60.0 60.0 - - - 120• - - - - 90.0 130.0 60.0 60.0 - 37' - - - - 90.0 130.0 60.0 80.0 - 90.0 112.4 60.0 60.0 - - t1 ry STATE •((Y� drawing no. 26_1/2• _ _ _ _ 90.0 130.0 eo.0 80.0 - - JUN 3 Lu�7 %�S' o o� � W07-49 90.0 130.0 60.0 50.0 - - 90.0 130.0 60.0 fio.o - - �Si� ALt11` sneer 3of71 . . ... . . . ... .. .. . . . .. .. . DESIGN LOAD CAPACITY - PSP DESIGN IAAD CAPACITY- PSP {�V GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE CRSS TYPE GLASS TYPE GLASS TYPE L T A AINDOIf DIPS. 'A' 'E' 'C' 'CL' 'D' WINDOW DIMS. 'A' 'B' 'C' 'Cl' 'D' wu7Di LENOIiI ocr.(+) INT(-) Exr.(+) arr.(-) k7(T4+) INT.(-) Exr.(+) urt.(-) Fxr.(+) ►rt.(-) IaDTM LENGTH EXT.(-4 "-4 Exr.(+) rc(-) Wr.(+) INT.(-) M.(+) INT-(-) EM.(+) urt.(-) . 'r. q 24' 60.0 60.0 708 70.0 90.0 130.0 60.0 80.0 80.0 80.0 •24C 0 0 0.0 A 130.0 60.0 60.0 608 60.0 y 30• BOA Sob 708 70b 90.0 130.0 60.0 60.0 60.0 60.0 •-no •• • - a 704 •70.0 OW 130.0 60.0 Gab 60.0 60.0 ;LE I 36• 80.0 6a0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 •360 • • l _ •_ 950 130.0 60.0 80.0 - - 7sr ; 2 42' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 608 60.0 60.0 4 0 2' - - - - A 1288 60.q 60.0 48' 60.0 60.0 708 70.0 904 130.0 60.0 60.0 60.0 60.0 {S' ,y 9B• - - - - 90.0 1193 608 60.0 - - W 54' 36' 60'0 60,0- 708 70.0 90.0 130.0 60.0 60.0 50.0 60.0 54' - - - - 70.0 70.0 - - - - Cµl 60' 60.0 60.0 708 70.0 90.0 130.0 608 60.0 60.0 50.0 SO'• • - - 70.0 70.0 - - 88' - - - - 7a0 70.0 50.0 60.050.0 BOA Boo • • • • • 70.0 70.0 - - - - 7Y _ _ _ _ 70.0 70.0 Gab 60.0 60.2 BDA 72'• ;• •• -. 70.0 70.0 g 78' - - - - 70.0 70.0 50.0 00.0 60,D eo.o 79•" - 69.6 69.6 - - - - 70.0 70.0 Sob 60.0 608 60.0 245• • -• • 7•u 41 740.08 908 130.0 60.0 60.0 60.0 60.0 0 a 56' - _ _ _ 70.0 70.0 60.0 60.0 - - 30' _ _ _ _ 90.0 130.0 608 Sob 24' 80.0 60.0 70A 70.0 90.0 1308 BOA 60.0 50.0 60.0 38' - - - - 908 130.0 flab 60.0 W. 60.0 60.0 708 70_.0 90,0 130.0 1 60.0 60.0 60.0 60.0 42' - - - - 90.0 122.560.0 608 4G 36' 60.0 60.0 70.0 70.0 1 90.0 130.0 60.0 60.0 BOA 608 45' 108' - - - - 70.0 70.0 - - 1. 529 52.9 70.0 70.0 90.0 130.0 608 60.0 60.0 60.0 54' 70.0 70.0 - - W 48' 46.3 46J 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 W. - - - - 70.0 708 - - 54' �, - - 70.0 70.0 90.0 130.0 60.0 50.0 60.0 00.0 60' - - - - 70.0 70.0 70.0 70.0 90.0 130.0 60.0 80.0 80.0 60.0 89.8 89.8 - - - - NOTE. a - - 70.0 70.0 60.0 60.0 - - 24' - - 708 70.0 90.0 130.0 60.0 60.0 60.0 60,0 MOTH AND LENGTH DIMENSIONS CAN BE 1 OMENTED VERTICALLY OR HORQONTALLY 72' _ _ _ _ 70.0 70.0 60.0 80.0 - - 30' _ _ _ _ 90.0 130.0 BOA SOA - - AS SHOWN ABOVE. p J N c�1 78• - - - - 70.0 70.0 60.0 60.0 - 36' 90.0 130.0 60.0 50.0 3 J O 84' - - - - 708 70.0 80.0 80.0 - - 42' - - - - 90.0 112.4 60.0 60.0 - - "U3 70.0 70.0 60.0 60.0 - - 46' 120' _ _ - - 70.0 70.0 - - - - ?W M 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 U. - - - - 70.0 70.0 30' 60.0 508 70.0 70.0 90.0 130.0 50.0 508 SOA 50.0 80' - - - - 70.0 70.0 36' 60.0 60.0 70.0 70.0 908 130.0 60.0 60.0 608 60.0 24' - - - - 90.0 130.0 60.0 60.0 60.0 60.0 3 W {Y - - 708 70.0 90.0 130.0 608 50.0 60.0 60.0 30' - - - - 90.0 130.0 60.0 00.0 - 70.0 70.0 90.0 130.0 80.0 80.0 80.0 60.0 76' - - - - 90.0 130.0 60.0 608 - - U ZO S4' �• - - - - BSS 1278 -59.0 59.0 - - 42' 12B' - - - - 70.0 70.0 - - - - O a V m 79.7 115.1 53.1 53.1 - - 48' - - - - 70.0 70.0 N n 68' - - - - 70.0 70.0 53.1 53.1 - - 54' - - - - 70.0 70.0 72' - - - - 70.0 70.0 53.1 531 - - 60• - - - - 70.0 70.0 76' - - - - 70.0 70.0 53.1 53.1 - 24' 70.0 70.0 60.0 608 70.0 70.0 53.1 Sat ao' - - - - 7a.o 70.0 60.0 Bab p0• _ _ _ _ 70.0 708 - _ _ _ 36' 132' _ _ _ _ 70.0 70.0 80.0 60.0 - - 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' - - - - 708 70.0 30' BOA Bona 70.0 708 9GO 130.0 60A 60.0 SOA 60.0 48' - - - - 70,0 70.0 36• - - 70.0 708 90.0 130.0 60.0 80.0 60.0 60.0 - 34' - - - - 70.0 70.0 - - - 42' - - 70.0 70.0 90.0 1308 BOA 00.0 Bab 60.0 24' - - - - 70.0 70.0 60.0 00.0 - - c $ R 46' - - - - 90.0 130.0 60.0 Bob - - 30• - - - - 70.0 70.0 60.0 50.0 - - PROWC'r REVISBD 0 54• - - - - 663 127.9 59.0 59.0 - - 36• _ _ _ _ 70.0 70.0 608 Sao - - as wmfhtYin$with din f!e/idA p� q f.0' - - - - 79.7 1151 53.1 SSI - - 42' - - - - 70.0 70.0 - - - - S 1 F 72' 138• Building Code .� .O! m ee• - - - - 70.0 Tao 48.3 48.3 - - 48 - - - - 70.0 70.0 - - - - ACCption too /Ar��0 72• _ _ _ _ 70.0 70.0 _ _ _ _ _ _ _ _ _ FxD1A1�^� �K 54' 70.0 70.0 70• - - - - 70.0 708 - - - - 24' - - - - 70.0 70.0 60.0 60.0 - - Fly Didt 1 » e n n cmc 54' - - - - 700 70.0 - - - - M. - - - - 708 70.0 W.O Boo 85' - - - - 7o.o 708 - - - - 36• 144' - - - - 70.0 70.0 - 24' 608 50.0 70.0 708 908 130.0 60.0 1 80.0 608 50.0 42• 70.0 708 36' - - 7oA 704 90.0 iwo 80.0 1 6600.0 6600.0 SSob 54' - - - - 7ao 70.0 - - - - AN, 1"'1 90.0 130.0 50-0 I 60.0 - - 24' - - - - 70.0 70.0 60.0 60.0 - - `\\ PJ' 'TQ / •1 48• _ _ _ _ 90.0 130.0 60.0 60.0 - - 30' _ _ - _ 70.0 70A 60.0 60.0 54' 84' 50,5 127.9 59.0' 59.0 - - 36 150• 70.0 70.0 _ _ _ _ NO• 9 �' 79.7 115.1 53.1 53.1 - - 42' - - - - 70.0 70.0 - - 65• - - - - Tao 7D.o - - - - 4e• - - - - 70.0 70.0 - - - - _ i 72' - - - - 70.0 70.0 - - - 78' - - - - 69.6 69.6 - - - - NOTE: drawing no. 6se 64.8 - - - - GLASS CAPACITIES ON THIS SHEET ARE / S W07-49 IN ' t�\� 64.6 1 64.6 1 - - - - BASED ON ASTM E1300-09 (3 SEC. GUSTS). �i}.1 20;7 777j/�NAl1E�� sheet 4 of 7 •• •• • • • •• •• • TYPICAL ANCHORS TYPICAL ANCHORS U SEE ELEV. TYPICAL ANCHORS SEE ELEY. w IBY FOR SPACING FSEE OR ELEVS. FOR SPACING SPAWOOD BUCK METAL I STRUCTURE . . . .1'�-----•----•---_---, Y S • • • • • • r----- , 3 -a:.. . rE e157 •e .• .• •i�II� wq DAA�C N�Y � bPYEWN( • 'c _. .. �..::'.. • ".• • �I DISE. U ., .. .r:.. EDGE D 1 � WIu • I II ��C illi 2 \ • •� • • • • • • \ e�F& j i i •• • • • • • ••• •• VZ YIg TYPICAL ANCHORS G i ll SEE ELEV. Q li ii l! FOR SPACING 1L Z_g3 TYPICAL ANCHORS: SEE ELEv. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA_ ULTRA_CON BY 'FICO' (Fu-177 KSI,Fy.133'Ksq ii AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO 20Y WOOD BUCKS OR WOOD STRUCTURES' ii 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I THRU 1BY BUCKS INTO CONC. OR MASONRY.. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAM85)J _ p 1-1/4' MIN. EMBED INTO MASONRY(JAMBS_) w Z;,Lo g DIRECTLY INTO CONCRETE OR MASONRYr - - o j M 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a ' Q 0 1-1/4' MIN. EMBED INTO MASONRY(JAMBS) � �w E'N i = b a 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ¢ <p m D (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE N d V .. ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3N� II li (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rn in'c")D k' 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS !� I! (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE :i ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI.NTED) o P TYPICAL EDGE DISTANCE A s� I! .i INTO CONCRETE AND MASONRY = 2-1/2" MIK. o INTO WOOD STRUCTURE = 1' MIN. g is ! INTO METAL STRUCTURE - 3/4" MIN. i. Ij !I dg WOOD AT HEAD. SILL OR.IAMBS SG - 0.55 MIN. c u--= R I! ji 2 CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. iFi°$o^ g _ 'C-90 HOLLOW/FILLED BLOCK AT JAMBS f m 2000 PSI MIN. O 20 1 \N \N c W PRODUCT REVISED • es complying mLh dm Florida ��Y AH:/7�q//�A,, o . . Building Code `• J -"V''ii Aoceplmce Nod •0 )P•''• •."VV m s '...a' •t •� .I .t ` I .. By a \i I' TYPICAL ANCHO •." •" I' •' .; °de — SEE ELEV. 7.. 111 CAL ANCHORS FOR SPACING ley SEE ELEV. :Q' OF � : drawing o no. WOOD BUCK FOR SPACING i �O EDGE DIST. EDGE DIST. �U1� ,')fJ idl? Si,S�01VAl1Lc�.�`� ,neat 5 of 7 J+ .. .. . 000 . .. . . . . . . . . . . . . • I q • • ••• • • • • • • Yl Z a MWAI-RADE COUNTY" µ{Y1 APPR,O CUPPED MULLIONO t SEE SEPARATE NOA C^ •• • • • •• •!• •• N TYPICAL ANCHORS • • • • • • • • • SEF FJEV' • ••• • • • •• • p ka q 5� FOR SPACING • • • • • ••• • • 2a O • • • • '• •• • ! •• • • • • • ••• •• C 4r.r.r I I LL Z ' I I J8$1 �" -.-.-.-.__._._._. I ......... f II II IL___JI J psi � I EICTERIORw n.i VANDOW WIDTH WINDOW MOTH N � M � 0at'1 � 3w� �I TYPICAL ANCHORS H Lj V a SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. z Q O La n FOR SPACING YOM m n 1/4*MAX. SHIMS 1/4'SHIM N r N SHIM QQ C' TYP ANCHORS MAX. n J FOR SPACING tiSEE ELEV. r I N rn 0 w v.. _._._._ _.._.._.._.._.._.._.._.._:: _.. .._.._.._.._.._.._.._.._.._.._.._.. o 10 _..___.._._.._.._.._.._.._.._.._._ q e STRU MCCFAL _ ______ WDDO TS TURE WOOD 57RUCTUR EXTERIOR • = "= 1 a 'IR D.L.OPG. �u olu 1BY WOOD BUCKSPRODIJLT R$V15PA `\\\\11111t1t Tinj, n WINDOW WIDTH as complying wish the `,. JPD�ui R it ing c,ae accePtm«Ho/ '0 0 8F NBD� oma a � drawing no. .Nti i '�A�ONALI\\\\\� sheet 6 of 7 . . ... . . . ..• TTHIF PART/ QUAMTTY DEKRIPT10N MATIMIAL MANP./SUPPLM/RKMAM t� U 1--2.906 1 SM301 4 WNDON FRAME 6053-TB 2 9w303 4 FRAME COVER(OPi10NAL) 8083-T8 1: 6D63-Ts - Zf.1 X127 • •4 T. GIAZM BEAD(7/16'GLASS) 8083-T8 - Q I gly*2 •4 • *AZWG<IEAO(5/18'GLASS) 6063-T81.749 LLFauu,-&q-;L, • • • 2 • • 3.1,6 SWI28 • ALT.GLAZNG BEAD(5/18'GLASS) `6D63-T8 - a ,�n 3.2 2I 117 4 GlA28N:BEAD(—L IAM.GLASS) 8083-T8 - O g COi 4 /10 X 1-1/2' 2/CORNER ASSFJIBLY SCREWS CRS PH SMS (diet�yyI S 5531 AS READ. EXTERIOR GLAZWG SPACER.WROYLIER 70f5 SHORE A SANfOf'RENE l3<lifRLL PLAS11C5 O C Idi. 1.701--I - ••• : : 8 BVIERIOR GLAZING SPACER.DUROMETER 7015 SHORE A SANiOPRENE CENTFY�L PLASRICS Q 8�1 n • ••• •7 • 1 • 2/LIT SETRNG BLOCK, DUROMETER s5t5 SHORE A EPDM V - FRAME • • • • • • • • • g •• • • • • • •SEAL�VTS: 0 t It t It ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ 050 CRL SMALL JOINT SEALER. 0 F- 1171 � m O ~ !% 4 3 JO �. FRAME COVER (OPTIONAL) y1 ^ I-- o .045 .5511 N GJ i 3Lj I .912 1.177 s1Z I .050 1.177 a U N - .21�8--i .iJa4---I gQ�j v O O H moo GLAZING BEADS (7/16" GLASS) o i 5t .045 .623 r 76"r i 2¢ + C 0 „ .e1}21.177 s1L .Dso 1.177 286 TMP. CORNER DETAIL .194 •N` GLAZING BEADS (5/16" GLASS) Sp 8 a s R g `1111111711//// 111) .290 1ss y, 12° u°a°,Mroe�..FW;a, •2 - *.291 0 — 1T4 0 Q .612 - Date .050 1.177 T— By -.os3 .05e- - Rdimli ® drawing no. O5 EXTERIOR GLAZING SPACER © INTERIOR GLAZING SPACER �SS�" -� ` W07—'t9 GLAZING BEAD (INSUL J LAM. GLASS) SCALE 1:1 Sruc 1:1 JUN v 2017 / ` // I/1 L111 1 sheet 7 0/7 / r MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eoy/economy SIW Impact Windows,LLC 975 S.Congress Ave.#102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control�fc.qon to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 0 0 0 0 0• 000060 ., This NOA shall not be valid after the expiration date stated below. The Miami-Dade Countyfroduct Control See tion - (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve t?it*dgltt to haviathis prodygt :,• or material tested for quality assurance purposes. If this product or material fails to perform iViffit accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revokegomodify, or sils�d the ase of such product or material within their jurisdiction. RER reserves the right to revq)Se��s acceotMtc, if it i�•0 determined by Miami-Dade County Product Control Section that this product or material f#U&*tq Meet tkeo regtiiremel t, ;-.0 of the applicable building code. 000000 •' •000:0 This product is approved as described herein,and has been designed to comply with the Florida Ekiilding Co4e, includingthe Hi VelocityHurricane Zone. _ 0 00000.0.0•• ... ••••• DESCRIPTION:Series"600 KM-11 "Aluminum Sliding Glass Doors(Dry glazed)w1Aeinforcevfegts :" APPROVAL-DOCUMENT: Drawing No.W13-56 Rev D,titled"Series 600.KM-11 Alum Sliding Glass Door (LMI)", sheets 1, 1.1,2 to 11, 11.1, 12 thru 16 of 16,dated 10-23-13 and last revised on JUL 06,2017,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. ` MLSSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1,2 &3,applicable to both Pocketed&Non-pocket Doors.Pockets are under separate approval,to be reviewed by appropriate Building official. 2. Min Three(3)tracks are required for all configurations, along with integral sill adapter item# 10.Optional 4- tracks&5-tracks may be used.Min five(5)pairs of cluster anchors(total=10)are required at each interlock/ astragal ends(see elevation&sheets 10, 11& 11.1). lx or 2x buck to be properly secured.CMU to be grout filled. 3. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 4. Max. Panel width not to exceed 60-1/8"wide& 130-1/8"high.Any numbers of panels are allowed which can be fit into overall continuous max door frame width=500"and max allowable frame area of 488 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 415-0528.16 consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No. 17-0717.05' MianFnaDe COUNN Expiration Date: August 31,2022 'Approval Date: August-31,2017 ��ti� Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . F 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file referenced below) 2. Drawing No.W13-56 Rev C,titled"Series 60OKM-11 Alum Sliding Glass Door(LM", sheets 1, 1.1, 2 toll, 11.1, 12 thru 16 of 16,dated 10-23-13 and last revised on FEB 25,2016,prepared by Al- Farooq Corporation,signed and sealed by Javad Alimad,P.E. B. TESTS (submitted under files#15-0528.16/#13-1212.10) 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loadirig per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagrams of XpXXXXO and OXX aluminum(reinforced) Sliding Glass Door,prepared by Black Watef Testing Inc.,BT-SIW-13-003 dated 11/26/2013, sigrjegFd sealed by Yamil Kuri, P.E. . . s s s.s s- Soso:* Note: This file has an addendum letter dated FEB 25, 2014 issued by Blacks*ater Testtg Inc., •; signed and sealed by Yamil Kuri, P.E: •••;•• •••• •s s"' SSSS.. C. CALCULATIONS •••• •••• 1. Anchor verification calculations complying with FBC2014 (51h Editiony,'prepared fi"Al s•:• • O 90:00...• Faroo Corporation, dated May 19,2015 and last revised on 02/25/16f j;Ek and�Oe�by SSSS.. Javad Ahmad, P.E. SSSS.. 2. Glazing complies w/ASTME-1300-02, -04&-09. . . . . SSSS.. SSSS.. 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 Santoprene I 21-67W 175 glazing gasket supplied by Central Plastic Inc. - s 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 FEB 25,2014 issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,.P.E. G. OTHER 1. This NOA revises NOA#13-1212.10,expiring 08/31/17. ls%aq L Chanda,P.E. Product Control Examiner NOA No. 17-0717.05 Expiration Date: August 31,2022 Approval Date: August 31,2017 E-1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-56 Rev D,titled"Series 60OKM-11 Alum Sliding Glass Door(LW", sheets 1, 1.1,2 to 11, 11.1, 12 thru 16 of 16, dated 10-23-13 and last revised on JUL 06,2017,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I Mont DeNemours&Co.,Inc.)for the"Sentry Glass ®Interlayer", expiriag ori 97/4/19 F. STATEMENTS 1. Statement letter of conformance toFBC 2014(511 Edition) &FBC 2017.(*6;;Edition Aad letteg" of no financial interest,prepared by Al Farooq Corporation, dated 08/2414, signed-amd sealed•••• by Javad Ahmad,P.E. ..0 ...... . ... ... .. .. .. . ...... G. OTHER 1. This NOA revises& renews NOA#15-0528.16,expiring 08/31/22. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-0717.05 Expiration Date: August 31,2022 Approval Date: August 31,2017 E-2 .. .. . . . .. .. . . . . . . . . . . . CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 120 1/16 m " • • •• •••• • •••s• •• •_ j ZM DOOR FRAME O3tluj • • • E '5'MAX. 3•• ••• • HEAD/SILL e• CORERS •• u8 ; • • • • • 0 000• • 007 gat R u'r� I� ;I • ••• • • • •• • y�yj rl I I REINi. • • • • • :• • 2 II I, • • • • • • • • S G C II '' •• • • • • ••� •• 0 _ ii ii D E 31/4' Qw?2 •-� II � II 1 JN N n O mN I _*L__=Iir +GSf•a.. Z_f/117 w y� I, �� t PUCFAEY� 3w3 n OIsrN. i-z(� °1 < B _ ix 3f � U717.gs aF-P6 go im FALSE MUNTIN 53 3/4' 53 3/4" 1 1 AL OPTIONAL POCKET JAMB DL OPG. D.L. OPG. 3 TRACK 3 TRACK CE•YW N WO ANCHORS 60 1/8' FRAME JAMB FRAME JAMB O PANEL WIDTH 60 1/8' STAGGERED IN-LINE PANEL WIDTH PAIRS PAIRS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION xo SERIES •600KM-11' ALUMINUM SLIDING GLASS DOOR �o B THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v 6 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE MAXIMUM DESIGN LOAD RATING =+ 55.0 PSF o S INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE (FOR SIZES SHOWN ORSMALIER) - 55.0 PSF DESIGNED AND INSTALLED ADEQUATELY AOEOUATEIY TO TRANSFERAPPLIED AS PERMITTED BY FBC PRODUCT LOADS - ri _�o m TO THE BUILDING STRUCTURE. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY 4 o H=Q ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN'ON DETAILS DAYLITE OPENINGS: EGRESS REQUIREMENTS PER FBC AS APPLICABLE. °A o 9 S1 9 . AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE D.L.O. HEIGHT - PANEL HEIGHT — 7.375' E <m v o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D.L.O. WIDTH = PANEL WIDTH — 6.375• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PANEL HFJGHT - DOOR FRAME HEIGHT — 1.875" _p•�,......, �i ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. g�••,• •� T o ` MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT o_ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 70582 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE&ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: = ! FOR A SITE SPECIFIC.PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY GLASS CAPACITIES ON THIS SHEET ARE i OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR TE OFA Browing no. WATER INFILTRATION RESISTANCE ETC. BASED ON ASTM E1300-09 (3 SEC. GUSTS) i =D,MONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND FLORIDA BUILDING COMMISSION �� ORICF; AND To BE REVIEWED BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 ��I1111L7 1``�` sheet 1 of 16 I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . {`V CLUSTER OF ANCHORS 1� y� AT INTERLOCK/ASTRAGW.ENDS a 180 7/16' • SEE SHEET%10 TSI,11.1 • • N1 ODOR FRAME WIDTH • • • • • • •• • • • °� ANCHORS IN PAIRS 3' • • • 5'MAX. AT OHMBS V5!/8.0 • •EACH LOCATION • •••HiSILL 617MAXm�oIL CORNERS mrWn oP� �+ •TjI " IL REINF. REI•F.• • • • • • • a ¢` =I=____ _ •• • • • • ••• •• dCC I i �1 I� 3 1/4' H I MIN. J fZ7 Ij i1 F1 G Q W xgII ,�ilt REV. G 3 1/4' O .Qi � n n o 1j /• jl /• /. --8� I, II G G II II � II 25 11 I I �a V �r===-Ir' � _ B � ap� S aim FALSE MUNTIN OPTIONAL 53 3/4' 53 3/4' 1 AIA/6' (A Oni D.L. OPG. D.L. OPG. 3 TRACK 3 TRACK 4 TRACK (�4BUC 1'RLVI!!�0 O FRAME JAMB FRAME JAMB FRAME JAMB 60 1/8' CLUSTER OF ANCHORS STAGGERED IN-UNE IN-LINE PANEL WIOTH 60 1/8' PAIRS PAIRS PAIRS PANEL WIDTH AT INTERLOCK/ASTRAGAL ENDS A VamwhI SEE SHEETS 10 THRU 11.1 �Y(twl�•DMe TYPICAL ELEVATION, ISIn 0—xx e? c•A B WEIR,EI o<m JU ` P • 70592 1.�'vOENBLc'••.• : b b g :* • TE OF drowing9 no. omo�.•� � W13-56 ��'�/11Aii\\\\\ sheet l.1 of 16 .. .. . . . .. .. . . . . . . . . . . . CLUSTER OF ANCHORS .N AT INTERLOCK/ASTRAGAL.ENDS n 238 1/2' SEE SHEETS 10 THRU 11.1 n ° DOOR FRAME WIDTH n ANCHORS IN PAIRS ••• 3• •• • • •• •• Z m 3 5' MAX. AT HEAD/SILL/JAMBS • • • • ♦ •3 i • • 1503/8' • m m 0 b um EACH LOCATION SHOWN • • •••8 • • • _ � Z ; I °� HEAD/SILL A - ••• i • • ••• •• n g '° 8 CORNERS - "iiii�##I gg O I I W I o C ••' • • •• ••• • • • • • • • • V lA j! I� REINF. RE1NF. • •• • EINF. • •• I VVVV�y( li II • • • • • • ly` R II II �Z74 MIN. I� D D 3 1/4' n $ �I %• % Y• 11 II c� I yy,JI ,tet O>M —j B _ ILLUSTRITNE B1/8-MAX. a2LH ZO N FALSE MUNTIN r'_ r`I PANEL`'� ALL CONFlGURATIONS '..',.A yj} n OPTIONAL. 53 3/4• 53 3/4" MAX / '3 " D.L. OPG. D.L. OPG. WEEPS 3 TRACK 3 TRACK 4 TRACK AT CENTER OF FRAME JAMB FRAME JAMB FRAME JAMB 17i 80 1/8' MAX. EACH PANEL STAGGERED IN-UNE IN-UNE e4mw**v &.nw& O PANEL WIDTH 6PANEL (MAX.) PAIRS PAIRS PAIRS �� 0 1 •Gr zZ TYPICAL ELEVATION CLUSTER OF ANCHORS \lul` AT INTERLOCK//ASTRAGAL ENDS OX—XX SEE SHEETS 10 THRU 11.1 1�•4 ' .2 MAXIMUM DESIGN LOAD RATING -+ 55.0 PSF Iv a�a (FOR SIZES SHOWN OR SMALLER) — 55.0 PSF r AS PERMITTED BY FBC I DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER MC AS APPUCQV- << cl No. NOTE: GLASS CAPACITIES ON THIS SHEET ARE = BASED ON ASTM E1300-09 (3 SEC. GUSTS) Aja drnriny no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 llll/I j j 1111 sheet ] of 16 I . . . . . . . . . . • CLUSTER OF ANCHORSf f ;. AT INTERLOCK/ASTRAGAL ENDS vs 3S5 1/B'TESTED SEE SHEETS 10 THRU 11.1 A1D1 n 3" ANCHORS IN PAIRS • • 0 0 0FRAM;fiv.• •• ••,,• 3• Z 1•. ; AT HEAD S-_JAM 15-�o' r ;• Q a gg 6" EACH LAGTON SHOWN • • • • • • • AMX.• 6• z z F 01 A - g• • • • ••• • �{ 6' o b I ` II h s • ♦ • •• • •. • • • ••• E Il II 0 pt F Dl D E O�► � REINF. REINF. REINF. REINF. REINF. 3 1/4- -MI N. /4'MIN. II II O O � �In N II II 25 p�M ' �a 4 Z Go �=a e �0 FALSE MUNTIN 53 3/4" - 53 3/4' - ----- OPTIONAL D.L. OPG. D.L. OPG. 1 8• `_-- 1 1 3 n w WEEPS 4 TRACK, 5 TRACK N CD I 80 1/8'MAX. 60 1/8'MAX. CLUSTER OF ANCHORS AT CEMER OF FRAME JAMB FRAME JAMB 0 PANEL WIDTH PANEL 1490TH LAT INTERLOCK/ASTRAGAL ENDS EACH PANEL IN-UNE IN-LINE SEE SHEETS 10 THRU 11.1 PAIRS PAIRS TYPICAL ELEVATION > oxx—xxo MAXIMUM DESIGN LOAD RATING =+ 55.0 PSF >g>a (FOR SIMA SIZES SHOWN OR SMALLER) - 55.0 PSF m 8 AS PERMITTED 8Y FDC NOTE: DOOR HEIGHT AND WIDTH SIZE MUST COMPLY n.o EGRESS REQUIREMENTS PER FBC AS APPLICABLE THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT ►itpDUCFiIEy ft m o m MAX. NOMINAL PANEL WIDTH = 60-1/8' d'a•WY`/akY•a�enW& 7 MAX. DOOR HEIGHT - 132' A+ta/faC k 1 O 1 If;! 's :i iT `44N11111111/ll' n o MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. A—Vft p�q��r MAX. OVERALL FRAME WIDTH.- 500" iCZ1 d � g >rosaz ; a NOTE: > =lg Y Ib GLASS CAPACITIES ON THIS SHEET ARE 1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) \� OF drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ''Allllll `14144 sheet 3 0116 .. .. . f . % .. . . • . . . . . . • . iM! PART/ QUANTITY DESCRIMON MATRRTAL MANP./SUPPLM/RK"M. to SIW702 1 3 TRACK FRAME HEAD 6063-T6 • • 41 18 •• SIW727 • • 1 4 TRACK FRAME HEAD 8063-T6 • • • • C 2 5 TRACK FRAME HEAD 6063-T6 f • ••• • iA • SIMI • • M 3 TRACK FRAME SILL 8063-T6 • • • • SIW728,0, 4 TRACK FRAME SILL 6083-TB - P 2 j 1 • • k9SWXSP 1 5 TRACT(FRAME SILL 6063-T8 1 OR 2 3 TRACK FRAME JAMB 6063-TB - J .•.�% U 1 OR 2 4 TRACK FRAME JAMB 6063-T6 - ••• • • • 1 OR 2 5 TRACK FRAME JAMB 8083-T6 - ro • 00* • • 1/PANEL PANEL TOP RUL - .6063-TB - • • • • PANEL PANEL BOTTOM RAIL 6063-T6•, • • 1/PANEL JAMB/LOCK STILE 6063-T6 - Q A3 CCC G 8A SIW7181 1/PANEL H.D.LOCK STILE 8053-T6 - 7 - SIIY707 1 1/PANEL STD. INTERLOCK STILE 6063-TB - ^ 8 SIW708 1/PANEL H.D. INTERLOCK STILE 6063-76 9 SIW706 I -1/PANEL FEMALE ASTRAGAL STILE 6063-T6 - Q W 10 S1W704C AS REDD. 2-3/4'SILL ADAPTER 6063-T5 - O 11 SIM'90IA AS REDD. REINFORCEMENT 6063-T6 - 12 SM703A AS REDD. JAMB ANCHOR COVER 6061-TG - 13 5776 AS REDD. GLAZING GASKET SAIITOPRENE -CENTRAL PLASTICS INC. a 14A W13235 AS REDD. PILE W'STRIPPING WOOLPILE ULTRAFA13 INC. JU N 14B W13295 AS REDD. PILE W'STRIPPING WOOLPLE ULTRAFAB INC. 14C W233M AS REGO. FIN SEAL RLE W'S'TRIPPING WOOLPLE ULTRAFAB INC. I n /5 927051 AS REDD. BULB W'STRIPPINC VINYL CENTRAL PLASTICS ` 16 02505 AS REDD. PILE PADS WOOLPLE ULTRAFAB Q M 18 # AS REDD. LOCKS WITH INTERNAL MECHANISM - ARCH/ASHLAND _ 2 U1w ._ 18A ## AS REDD. BOLT LOCK MECHANISM - INTERLOCK USA �yl '3 19 1989-PRN 2/PANEL ROLLER ASSEMBLY - AMESBURY HARDWARE PRODUCTS QQ m 21 /14 X 1-1/2' 2/CORNER PANEL ASSEMBLY SCREWS - PH SMS1 Q DO 2.2 23 SIW726 1 HOOK STRIP 6083-T5 � J�o)0 0 # ARCH NON-KEYED FIANOLESET(SIA-3292)LOCATED AT 40'FTNNA BOTTOM ENGAGING INTERNAL LOCK MECHANISM (ADH-3008-84), BY ASHLAND HARDWARE PRODUCTS. 1/4' HEAT STREN'D GLASS ##MANUAL BOLT LOCK(BFOI-6501)LOCATED AT 60-FROM TOP (S ENGAGING DRIVE ROD(DLO1-6002)AND ROD TP(01-01-8041) FRODUC f 69MSm 090'Interlayer INTO THE FRAME HEAD, BY INTERLOCK USA tla7npp4y WML fwFb b 10 B SentrAosCode By Kurcray America, Inc.' �AaKp. NoI-7-071 -o) r1/4'HEAT STREWD GLASS e.yI+1Lr.o.4e Iw.rNM1dr cora w Lk 3 O 13 I \ .` _ 4 S`tAT11II 1111/ILLI' n_ ^ u OF '' ) drawing no. GLAZING DETAIL °�'' ?` W13-56 9/16.OVERALL LM9NATED CLASS i sS�111 NAL� ``` meet 4 of 16 ' 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DOOR��I DOOR FRAME WIDTH NOTE: ri �s-r— CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY W c D E • • • ••• • • (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) 1 n • • • • • • •• • • SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 Z ; _Wl THRU 3. "• • • • • • • • • • THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK [• 2 u • • • • ••• • FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT o pt^ U IXMKK+ MAX. NOMINAL PANEL WIDTH - 60-1/8" MAX. DOOR HEIGHT = 132" XO (SHOWN) •• • • • •• ••• •• MAX. OVERALL DOOR FRAME AREA - 486 SO. FT. OX • • • • • • • • • MAX. OVERALL FRAME WIDTH 500" DOOR FRAME�W_. DOOR FRAME WIDTH • ••• • a • • •• • C D W at uy O IL !L EXTEItbR XX (SHOWN) �� J m DOOR FRAME WIDTH DOOR FRAME WIDTH $ 1 I = E DMao o- Z In 3w n IEXTERIOR 1 o 0X-0(SHOWN) 11 x a U m O–XO DOOR FRAME WIDTH DOOR FRAME WIDTH O C 0 D J . • ) DCTEPoORcid–�Q71.2•D S `o_ R� zz p5� XOX (SHOWN) DOOR FRAME WIDTH DOOR FRAME WIDTH 11 oa'��ir �$so = G c D J ^^Y �.1.. ')�: >ti,� `\\\-�\�,1•1\\1111/!/!!� n z � )�•�RSF� d EXTERIOR 1 XXX (SHOWN) T� b APPROVED CONFIGURATIONS TE OF r• � drawing no. NON–POCKETED DOORS 'moi O�ON•'• ?� THREE (,3) TRACKS . S\p;' '�� W13-56 !11111,, shnet 5 of18, .. .. . . . .. .. . • . . • • NOTE, �v CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) • • • ••• • • SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 • • • • • • • •• • • • THRU 3. • • • • • • • • • • THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK P 2 a • • • • ••• • FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT - 132" W '� •• • • • •• ••• •• MAX. OVERALL DOOR FRAME AREA = 488 SO. FT. • • • • • • • • • MAX. OVERALL FRAME WIDTH 500' • ••• • • • • -00• • + C Iq • • • • • • • • • 60< •• '• • • • DOOR FRAME WIDTH � DOOR FRAME WIDTH• ••• •• q 11 Z E D D E 3 0 .J.. n EXTERKNt O1 $� 1 -------- OX—XO(SHOWN) DOOR FRAME WIDTH DOOR FRAME WIDTH ' S I.1 M 11 11 QQar7 Zvl� O X $F yy D y�C y`W $ s Y oumruvmft Z 1.1 W � • w" I a O U EXTERIORA-epgftft No EsMn1M 4te- �S - 1. 3� K' nw OX—XXX(SHOWN) 11 11 1-1 '- ; � deu DOOR FRAME WIDTH DOOR FRAME WIDTH D D F D E - R R S E 8: tt i KQ ?Si EXTERK)R m n i l 11 c OXX—XXO(SHOWN) 0 os.;9 APPROVED CONFIGURATIONS NON—POCKETED DOORS i THREE (3) TRACKS' 4e ATE OF '.1 � Browing no. s orno"((.'��'G``'am` W13-56 fl�iAj111```� sheet 8 of 16 .. .. . .. . .. .. . . . . . . . . . . . DOOR FRAME WIDTH NOTE: 4,v CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY DOOR FRAME W. (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) M , •• • ••• :•• • • SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 ; r---- •• • • Z m^ I • • • • • •• • • • THRU 3. K D • ••• • • • • • • x I a i • ••• • • • • • THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK as '„ I�� i z • 000 • FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT ` o I a MAX. NOMINAL PANEL WIDTH = 60-1/8' �D i�� MAX. DOOR HEIGHT - 132' d � o-- EXTERKM • • • • •• ••• •• MAX. OVERALL DOOR FRAME AREA — 488 SO. FT. C • • • • • • • • • MAX. OVERALL FRAME WIDTH - 500' PX (SHOWN) .. g XP . • . . . . . . • 14. DOOR FRAME WIDTH •• • • • • • ••• •• 0 O 'a DOOR FRAME WDTH Q c pZz_QZ pS� Lq S2 I K D C i ___ �s i m z N N PXX (SHOWN) ' tn N a DOOR FRAME WIDTH a 0 DOOR FRAME WIDTHit 3 W m ---- ----� =m Uzi 1 2 I K 3 d V m^ W 4I rii� 'jai x 1�W p1 I € xtFl lY 11 - €II (/1 cna F EXTERIOR M11011MUC f pEyWft PX—XP(SHOWN) bwC06 1 DOOR FRAME WIDTH `mok-0-Do. DOOR FRAME WDTH Pldr 12� o bj w ig� I�Z z CK I z zzl I z ml o- b b i � F1 2 so: IL EXTERIOR' _u of -`a e PXX-XXP (SHOWN) 11 11 -•- L:%i \\n / i; '� \1111111 U// o � PD AN, APPROVED CONFlGURATIONS POCKETED DOORS �T; •;�7_ 2 THREE (3) TRACKS y` OF ((/� drawing no. Vt.. ``�� W13-56 //// 11A,j11\\\ sheet 7 of16; . . . . . . . . . . DOOR FRAME WIDTH �U DOOR FRAME WIDTH i U 0 V • , . _ P -0 9 • • V • - EXTERIOR OXXX—XXXO • ••• • • • • • ry APPROVED GONFIC-U RATIONS • • • • • • • • • �V��< yy4 NON—POCKETED DOORS FOUR (4) TRACKS a aillI, NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) e SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 DOOR FRAME WIDTH a THRu 3. THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK DOOR FRAME WIDTH FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT '°aa r---- f MAX. NOMINAL PANEL WIDTH = 60-1/8" n, X D D o j MAX. DOOR HEIGHT - 132' $a n _ 1.7. MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. Z<n MAX. OVERALL FRAME WIDTH 500' 3 p1 z = svm_`i`� wM►i�F7erld� > n PXXX(SHOWN) ---- Aa°PM•aPMt -D 1 0 t t fires om� 0 DOOR FRAME WOTH Ae'6.6 c°md DOOR FRAME WIDTH o +m r--- ---� o 12 n€ K D U F7 U D I 1 ur g a a a -a -0 i I I z ro S $ Wv EXTERIOR I ' 11 �ol �c<fmog PXXX—XXXP (SHOWN) APPROVED CONFIGURATIONS �:-`� n J :Ja FOUR (4) TRACKS ; - _ s • OF '. Browing no. • �/1g11II�pW sheet 8 of16 I I _ I µ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DOOR FRAME WIDTH �� N ti D F D • • . ••• • • = E y E • • • • • • •• • • Z m 3 a: 1QsdI V� V OXXXX–XXXXO DOOR FRAME WIDTH • AF7• + „ • • • • • • • • • „ iX7 5Q 9.- . . . .. Soy WL— IT APPROVED CONFICURATIONS tt tt Q$ NON—POCKETED DOORS FIVE L) TRACKS EcrElaoR DOOR FRAME WIDTH Li x LO mm Iz r---- ( DOOR FRAME WIDTH I 0 O>K)t 38 I I K D D ••D o f iE4m 1 -&W7• ao,� S = r o- o- o- o- aim k I� " 4 � ANY y ,nm0 F _�__ I $ _ i.tOR —I j PXXXX (SHOWN) `---- tt o DOOR FRAME WIDTH DOOR FRAME WIDTHo R X ra a o- u sS _ DD D ]yD 0 D D i l� •gg o- b b -o Itib SDI I �, 11 I o o�q Doo_" " S o R EXTERIOR PXXXX–XXXXP (SHOWN) APPROVED CONFIGURATIONS ._ "� t=�F7 yP, �� A g POCKETED DOORS b NOTE: FIVE ` TRACK7MB1 - I , S CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT SEE'APPUCABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 MAX. NOMINAL PANEL WIDTH = 60-1/8" (/ THRU 3. MAX. DOOR HEIGHT = 132" OF drawing no. MAX. OVERALL DOOR FRAME AREA = 488 SO. FT. moi''SS OR,DF`.•'' • W13-56 MAX. OVERALL FRAME WIDTH - 500• sheet 9 of16 .. .. • • . .. .. . TYPICAL ANCHORS IN PAIRS • ••• npCAL ANCHORS N PAIRS , f j (5) PAIRS AT STILE ENDS TYPICAL ANCHORS W PAIRS (5) PAIRS AT STILE ENDS ((TYPICAL ANCHORS N PAIRS � rn SEE AIRS FOR SPACING (5) PAIRS AT STILE ENDS w SEE ElEV. FOR SPACING S5E)E PARS AT AFOR SPACINGS SEE ELEV. FOR SPACING - 1 BY OR 2BY WOOD BUCK •• • ••• •• f• • • METAL Z q O 3 (SEE NOTE BELOW) • • •. • • • •g • • - STRUCTURES Q ' �E DIST'.'" .}5/a"..EDGE • ••• • • • 1- Z I • .CONCRETE'-. MIN '' .EDGE q .. 1.5 -EDGE •&Sr I ••• •• •• 1 5 ptST, EDGE psT. v O MIN.• ^ $�- U • • • • EfJ • 4 1A • • • • • • $ �" Oiv N O t 3 • • ••� • • n I�i � n ^apFo •• •- • • • • ••A • ----------------------- N -----------------"I & 4 11 MUA6-DARE COUNTY I I Q ly 6 APPR'D MULLpN I fL 2 p- �1 SEE SEPARATE II W II I�---------- ----- ---'I 1 1 I Ij I I JO .. TYPICAL ANCHORS IN PAIRS ix'r1 i 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SOW (5) PAIRS AT STILE ENDS i i i i i i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV.FOR SPACING0 6 n _ I i i i AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z N a �fj S20 z TYPICAL ANCHORS: SEE ELEV. FOR SPACING 7 co as m n g i i i i i 1/4" DLA. ULTRACOb BY 'ELCO' (Fw177 KSI, Fy-155 KSI)' Zvi} WWW i j i MITO WOOD STRUCTURES i 2` MIN. PENETRATION INTO WOOD (HEAD/JAMBS)1' Vl ono i THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY � 1-3/8` MIN. EMBED INTO CONCRETE (HEAD).- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Ftl'tcaucr omit O� K w"A d I DIRECTLY INTO CONC. OR MASONRY 17.071 ' i 2" MIN. EMBED INTO CONCRETE (HEAD/SILL)m'i Cy4y�p� 7 0 c 2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)' �� Z °p INTEGRAL RISER SECURED TO EACH JAMB -�-� -tC WfrH(2)}6 X 1/2-FH sus 1/4' DIA TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) .1Cp•hd m 5 10 SIUCONE INTO METAL STRUCTURES • ' O SEALANT STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Y h ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ; 19 ® a (STEEL IN,CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o•�n OB #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIMI DARE COUNTY APPROVED MUWONS (MIN. THK. - 1/8-) (NO SHIM SPACE) ```J111uA ...... ^ cgNCRETE. POURED 8 HARDENED TYPICAL EDGE DISTANCE b i=1/4'1AI 12�/e' . HlGH STRENGTH GROur INTO CONCRETE AND MASONRY 1' MIN. (EXCEPT AS NOTED) T� _ S EDGE DO - Fc - 5000 PSI MN. I .MIN:: I NOT BY sIW INTO WOOD STRUCTURE - 1" MIN. MUST TRANSFER SHEAR INTO METAL STRUCTURE - 3/4' MIN. _ ' SHIMS LOADS TO STRUCTURE OPTIONAL WOOD AT HEAD OR JAMBS SO - 0.55 MIN. TE OF ',yly drawing no. TYPICAL ANCHORS IN PARS OR1Df,.••, (5) PAIRS AT STILE ENDS CONCRETE AT HEAD, SILL OR JAMBS Yc - 3000 PSI MIN. i�'SS'•••... ``�� W13-56 SEE ELEV.FOR SPACING C-90 HOLLOW/FILLED BLACK AT JAMBS Pm - 2000 PSI MIN. pY01VAL111�� ah•et 1001161 .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PAIRS O TY PAIRS C STILE ENDS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS !� ELEV.FOR SPNGNG (5) PAIRS AT STILE ENDS (5) PAIRS AT STU EPOS"' SEE ELEV. FOR SPACINJ METAL •• SFE F0' FORSPACING UVRES • •• • • ZmnEDGE t/:�'�'E . OST. ; • • • • • • • • • 0 k n •� ,'MIN. a • • • • • • • • • li_______________ 1 Li to .' ------------- CONCRETE EDGE 3 1 WUNTY EDGE • •EDGE DIS} • 3 1/•'•• EDGE I APPRI'D MULLON I I ¢y= Z ... •. —1 MIN. —L MIN. OST. �' SEE SEPARATEtEN—DS i II 114, 18 • • w me Goo Hal 1EY OR 2BY WOOD BUG( AIRS AT TYPICAL ANCHORS IN PAIRS ELEV. FOR SPACING _ (5)PAIRS AT STILE ENDS C <af SEE ELEV. FOR SPACING EDGE DIST. 3 1/4* h!.R. s S .CONGYETAk�• J_O a Url ' m OQM i� TYPICAL ANCHORS TYPICAL ANCHORS H � IN PAIRS IN PAIRS \i SEE ELEV. FOR SPACING O SEE ELEV. FOR SPACING pOBCFRvAftD 3w o 3/8'MAX. •WiK C .tlY 14 n." U a SHIMS 1/2' MAX. 1/2'MAX. w R n )7l pY- Q U O w SHIMS SHIMSL ?, Irijv o S 80 C•ylul ` �up-j Nrno TYPICAL ANCHORS 3 i IN PAIRS dd SEE ELEV. FOR SPAGNG �' 6 0��i�S U a a ' P 4 TRACK FRAMES O 0 a n B �• _ ,.�• ANCHOR LOCATIONS e .:.. .... ` . n rtt 11111 II/�� EDCE DIST =•3�A� 70582. �_ i� 333 MIN% e SHIMS OPTIONAL ATE OF '`•yam drawing no. TYPICAL ANCHORS IN PAIRS �� AjOR10A..'•`��` (5)PAIRS AT STILE ENDS '. S•'•••• ��` W13-56 SEE ELEV. FOR SPACING ��iSi�1dd11 llt � sheet 11 of 16, .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PARS �� N 51 PAIRS AT STILE ENDS EE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (5) PAIRS AID STILBI ENDS • •0 WErAL • • TYPICAL ANCORS IN PAIRS n EE ELEV.•F01•SP•CING • • • STRUCTUME• • •*EL�FO'R DS• • • • G. :'EpGE3 }/4' . :' .DIST.�MIN. • aC•NCRETE - EDGE DIST. 3 1/4 EI%E DIST. • E DIST.•• •D 14LIMIN. MI0 r�r�++1C • y V yj� Of Ir n 0,y 19Y OR 2BY WOOD DUCK • TYPICAL ANCHORS IN PAIRS ' 11 MIAMI-DADE COUNTY_______ _ ,'f (5) PAIRS AT STILE ENDS I I APPR'D MULLION ELEV. FOR SPACING i SEE SEPARATE NOA 21 n .3 1/4'.. :�� 'EDGE.DIST. a • 'CBNCRETE� i, ,'MIN. '• t � - I O UU n J O:rTl 'N Efi I& N ' TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS CAL ANCHORS IN PAIRS i M IN PAIRS W PAIRS IN PAIRS (5 PAIRS AT STILE ENDS c O>rn \In SEE ELEV. C SEE ELEV. SEE ELEV. SEE ELEV.FOR SPACING T� Q OR SPACING O OR SPACING DR SPACING Z 1/2'MAX. 1/2'MAX. 3/ of 8'MAX' 3 SHIMS SHIMS SHIMS �-O U ql Uz�-r aom n w w � vi qQ 30 d No 17-71 n n n ~ 21 8 s a a 5 TRACK FRAMES oo„-„ - © W ANCHOR LOCNlONS T o S'�' <m u m • 94= � . EXT. EXT. , ' s .. ..... ... w . 1\\1n11 11!// I rUPAIRS .CONCRETEEO E DIST. N0. �T SHIMS OPTIONALOF � � drawing no. PAIRS ON ` W13-56 EI FOR SPACING NDDS ` //!!!1111111 sheet 11.Toll .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS 4 3/4'FH AT N AT 4'FROM ENDS SPAIRS EE ELEV. FOR SPACING PANEL WIDTH rAND 12'O.C. •• • • 1 + •t ••• 1/2'MAX. Z m 3 D.LO. • E• • • • 41FW{S • • • SHIMS O g•• SHIMS • • pr• 1�CCAALL• &ORS T • i •IDNRS� .MASONRY E Cp` O n < SEE ELEV. FOR SPACING 7y s• _ 19 •',, cvv IL QD 3 H EXTERIOR PANEL WIDTH ALTERNATE ANCHOR LOCATION .•!:; O n FOR IN-LINE PAIRS AT 3 TRACK JAMBS APPLICABLE AT ALL SUBSTRATES u'1 DOOR FRAME WIDTH _ s 3 O>eM1 TYPICAL ANCHORS Q IN PAIRS IS X 3/4'FH TEKS a Z V E H SEE ELEV. FOR SPACING AT 4'FROM ENDS �lla�(� 3 L"= o 1/2'MAX. AND 12'O.C. •d4 i7-07i Z U V SHIMS i PANEL WIDTH l Q m OOOF O D.LO. LOCKS WITH 18 INTERNAL MECHANISM \iW 6 7 SFE SHEET 4 to rn 0 ITT 14 C 15 s7q CONC.•.; ii OR 77 oo�n$e MASON". 8 11 g BOLT LOCKS MECHANISM • 8 9'd j 3 SEE SHEET 4 < m o m jjI EXTERIOR D.LO. %W1111111" 1 Wo�oo Buc1�C5 PANEL WIDTHJ.. SEE NOTE SHEET 1 ` P 1"'^ i� •� I DOOR FRAME WIDTH _ ,:: 700502 • TE OF '•((/�� drawing no. � ORVD-. �Y/77jAL71711 sheet 12 of 16 •• •• • • • •• •• • • • • • • • • • • • • • ••• IN TYPICAL ANCHORS #8 X 3/4" FH TEKS PAIRS \ SEE ELEV. FOR S—NG AT 4-FROM ENDS � 1 AND 12'O.C. PANEL WIDTH • • • • • • •• • • P • • ••• • • • • • • • • • • • • • • F 2 aI CrQ 14 • • • : • • • tt:i • • 0 d 6 _.._.._ _. _.._.._.. _.._.:_.. _.._.._..___.._. Iii 15 TZ�_ � 8 � 7 119 3 PANEL WIDTH D.L.O. N r EXTERIORMETAL o_ u� STRUCTURE PANEL WIDTH oDUC f qgy OQ Q M 3/8"MAX. DOOR FRAME WIDTH = Z SHIM au w F1 tsk z Qo� N V)0)o 0 212 i D.LO. of C •^a a n PANEL WIDTH PANEL WIDTH n a s�sa NO a<a U O C d � � OF drawing no. .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS • • • ••• • • IN PAIRS 3 • • • • • • •• • • SEE ELEV. FOR SPACING Z ro SEE ELEV. FOR SPACING �}\ • • • • • • •• • • • Q b Ca 3/8- F71 • ••• • • • • • • O F' °' 1/2'MAX• SHIMS �•' • • • • • • • • • � 'i a SHINS • • • • ••• • 1/SH MAX. . � w /6%3/4'FH DS SHIMS ! $ � AT 4'FROM ENDS AND 12'O.C. d H ^ •• • • • •• ••• •• ^ a . . . . . .. g&�A - - _ I • Fn <Wall - - - •GONG. � O ru I .'MASONRY m EXT. EXT. ' '18 DOOR FRAMWDTH U 1. STRUCTURE O 1BY OR 2BY sjk v7 .ODD BUCKS SEE NOTE SHEET 1 50 Q n IR001KfREv18m Z_Utn) HOOK STRIP ANCHORS d"Ily �� .ft 'T-w ^ AT 4'FROM ENDS W\dl./c-k _� cZi HOOK STRIP ANCHORS AND 16'O.C. N4T`]^G"71')•p� UZ S AT 12'FROM ENDS 2Z Qa V m c� AND 16�O.C. 1/4'MAX. i4 r^- SHIM ul • � V1ma / z - HOOK STRIP ANCHORS: o / /// 1 1/2'OMW. op I K 1 V4' Da. 1 s.ON BY I (Fum177 KSI.Fy-155 KSI) �s \� INTO WOOD STRUCTURES tv 2' MIN. PENETRATION INTO WOOD d W c DIRECTLY INTO CONC. OR MASONRY ° ^ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY N P 1/4' DIA. SELF DRILLING SCREWS (GRAPE 5 CRS) u g / INTO METAL EXT. STRUCTURES, 1/8' MIN. THK. (MINIMUM 3 THREADS TO EXTEND BEYOND METAL THICKNESS) � o � °os"sa u 1o �< m 7C ```\1L\111111/1j/j' POCKETED JAMB OPTION = k POCKET CAVITY NOT BY SNI OFA drawing no. NOT PART or THIS Na '',� or�••,+[��, W 1 3-56 TO BE REVIEWED BY AW 11111111\\\\ sheet T4oi16 . . . . . . . . . . 4.775 6.400 -yI 8.025 .125 I .123 1 -.125. j1 1.875 1.TPF17-1 1.8757... • • • • •1.sn 1.577 • • • •• • 1,17•• • • .068 2 .250 .075 --.L-.075 X50• 1 • • • •075 1. 71 V-.124 O ,A 3 TRACK FRAME HEAD ,8 4 TRACK FRAME HEAD 1C 5 TRACK FRAME HEAD .075 jW� 1t 4.937 -{ 6.563 &ft • • • ! • •• • • STRENGTH 73 SHORE A �y ro .125 11 .123 11 FI .125�1 (1 11�� .570 STRAIN)-406 PSI S I rn TI�•n I I�n �.�n• IIS•� '11�� TENSILE STRENGTH(BREW)- 10M PSI G C 1.000 �^�^- 1.006 �-7�-,�-1�--�\.�1--1��,^�--�^11.a6o p .500 •50T-1. 0 I CJ ll U C� Il �S ll U�. SPECInC GRA 0.98 Z 5.439 M7.064 .1 8.689 GLAZING GASKET J O SANTOPRENE Q dill i lII O 2B 4 TRACK FRAME SILL C 55 TRACK FRAME SILL 13 ��BY'CENTRAL PlASnCS' 3 TRACK FRAME SILL SCALE t:t 1.250 1.250 3.187 3.187--�•II � N I•�-1.612 .125 .062 I _ 1.250 I .082 _F J O .. 1.250 IL II�`'f(�^�II J 1.250 49 1.220 LTJ 949 0 'm T F ■t .949 1.551 2.375 I c 1.250 1.375 1.375 a M 1.3. Z to 4 1.141 m .250 f2W .312 © JAMB/LOCK STILE 3 i a 5.000 6.625 8.250 I .250 Q STD. INTERLOCK STILE Q 3.377 � a�OWO � 3.187--{I 10, �.o .080 I 2-3/4^ SILL ADAPTER 2•� 3p! .080 -( V!�O R" .949 PRO•UCIrREVD .082 0 W 3.128 .348 bm C ib rim 3.128 f 2.798 oat •tb•cut '- a4s W 1.455 �^•�� L c$�� 3 TRACK FRAME JAMB 4 TRACK FRRAME JAMB 5 TRACK FRAME JAMBI PYo - I yi .125 1.81.2�1 F--3.172 py . mS� .949 Q H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER gA 6 -y 1270 O H.D. LOCK STILE . + 1.812 2 •' - 1.373 �-s•125 a a«ri�u 1-as • s s g .100 h g0. o0 3.785 4.222 '�2 .076 �•,I 7\\_\\1^^111A11c7,/ 3.070 .250 :y !1 \\\\J!�!!.� 1.375 2.528 2.028 2.148 '• \\�, �i t 1 .082 1.783 949 3.078 •\3CEN8F'•• i b R No +T.949 F-- I .789 1.230 2.437 1.036 F� _•�Ll 3.812 3.458 OF' W�1 drawing I, W13-56 Q PANEL TOP RAIL Q PANEL BOTTOM RAIL Q FEMALE ASTRAGAL 11 REINFORCEMENT n HOOK STRIP '''7/h /TIAL\\\\\\\ sheet l5 of 16 , . . ... .•. •.. ..• • • .. .. . •. . • . . . • • • • • • • • • • • SEALANT: 000 39 V 2t ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • Rd EC•• LtfRS D�VTMi CLEAR SILICONE. Z • •• • • • 0• • � 3 / • • • • • • • • •000 0• i /- Rig v •• • • • •• ••• •• • • • • • • • •0 0• PnoweREvrm V � . . . . . .. 6101111"a.& N"ES P*R • • • • ••• •• �� '0 1 •DS 0 ti HEADER LEGSLmm2 Yl Alit �Z 0 TOP FRAME SILL BOTTOM LEGS 7 FRAME TOP CORNER TRIMMED TO RECIEVE TROUGH a � I 5-1/4'X 2-1/2'X 3/3- $ U n 1/4'DIA WEEPHOLES ALUM BRAEK METAL TROUGH �� SEALED TO FRAME SILL WRH r SIKAFLEC URETWINE SEAM -�'n PANEL TOP CORNER 1/4'X 2-WEEP 1/2- TO PREVENT PERIMETER ATER LEAKAGE o �LJ W FRONT LEG 0 `� 3/8' L-(�'J U a e U0 S �. aim 2_1/2. 2 6 r#HB /2- (A rill, SMS rn o � I O llj, 5I�5 / al?F ® NOTCHES FOR Z�q2 B 9 SILL LSCS .045 c SILL CORNER CLOSURE ALUM BRAEK METAL FRAME SII� BOTTOM VIEW iO'� a TROUGH REQO.AT CENTER OF EACH PANEL SILL ROTATED 90' TO SHOW WEEP DETAILS > cI c NIX PANEL BOTTOM CORNER FRAME BOTTOM CORNER '. A •l( : drawing no. i E f e ��11 tA+ittt\\ sheet 16 of 16 j M IAM 1-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy SIW Impact Windows,LLC 975'S.Congress Avenue,# 102 Delray Beach,FL 33445 SCOPE: This NOA is being issued-under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County 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.includiniz the Hi h Velocity Hurricane Zone. -DESCRIPTION: Series"S-400"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-54,titled"S-400 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6, dated 10/13/09,with revision D dated 07/10/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Coh triol •••••• Revision stamp with the Notice of Acceptance number and expiration date by the Atar a-fade C!C nIY Product Control Section. • ...... .... ...... NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name e I o g cif c, state; ' model/series, and following statement: "Miami-Dade County Product Control Appig-jid", unless o1l erwise� . noted herein. .. .. ,• ••�•�• RENEWAL of this NOA shall be considered after a renewal application has beep•fioqand 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* * asaleph$revisigrl or changio•••• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an'CDdgi%ement 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. - i MIAMI•DADE couNTY NOA No.1'7-0731:05 i o u 'Expiration Date: January 27,2020 U4 !{ t0 Approval Date: September 28,2017_1 Page 1 f { I i i P SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's: A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-54,titled"S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision B dated 08/21/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per 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,complyiflg•,Mth F$�IL5te •••• • Edition (2014), dated 08/18/14,prepared by Al-Farooq Corpor945n,9 signed Ad sealed by Javad Ahmad, P.E. •••••• •••,•• ••••• 2. Glazing complies with ASTM E1300-09 • ...... . ... ..... . . ..0.. .. . ...... D. QUALITY ASSURANCE '•"" •• 1. Miami—Dade Department of Regulatory and Economic Resouices(,ICER).• •••••• 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. ; i I 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-5' Edition (2014), and of no financial interest,dated August 18,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601,HETI-09-2602,HETI-09-2608,HETI-09-2609 and HETI-09-2610, issued by Hurricane Test Laboratory,Inc., dated 08/15 to 26/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-1021.09) G. OTHER 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 j 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. i ...• i B. TESTS .. . ... .• 1. None. .... ...... .... .... . . C. CALCULATIONS 0 • 00000 1. Anchor verification calculations and structural analysis, compl.}�iugwith F$�$;' •;••• Edition (2014)and FBC-61h Edition (2017)dated 07/07/17,prepared by A4-]Painooq •..... Corporation, signed and sealed by Javad Ahmad,P.E. ;••;•; I 2. Glazing complies with ASTM E1300-09 ...... 0:::;0 . . D. QUALITY ASSURANCE '00'0 . 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,a 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-5h Edition (2014)and FBC-61'Edition (2017) and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA#14-0926.14, expiring on 01/27/20. 6666 . . 6666 6666.. .. 6666 6666.. 6666 6666 . . 6666 6666 6666. 0. 0 6090.. •9969• . 6 6666.. Jorge M.Plasencia,P.E. Pro net Control Unit Supervisor NOA No. 17-0731.05 Expiration Date: January 27,2020 Approval Date: September 28,2017 E-3 • ... ... .. .. . . . .. .. .. . . . . . . . . . . . . ... . . . . ... ` 6,41AX• • • • �4. • • I HEAT/51d. • • • NEAO/9KL '� '•' CO EReJ ••• 3 • • • • • • Z .,g S • • • y Z ___ •• • 12 3/4' 8'MAX. MAX. d 1 � 11 / HEAD/SRL J HEAD/SLL CORNERS j, C • • • ii y/ • •• •• '• iii i i ' '• Culp a • 2 Iy • • 24 m Ery B FALSE MUNTIIS m Taj M o $ a lAY BE USW D) c6 3 pa�'�. 29 3/8" • ° 29 3/8' U Z v)li D.L. OPG D.L OPG Z 3 =a U SERIES S-400 VENT VENT WDTH aom 1 ALUMINUM OUTSWING CASEMENT WINDOW 37• 37• DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER WINDOW WIDTH WINDOW WIDTH $ n CHARTS SHOWN.ON SHEET 2. y y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE TYPICAL ELEVATION TYPICAL ELEVATION} O COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MULTI POINT LOCK TWO POINT LOCKS, MIAMI-RADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Y LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL^ c WILL APPLY TO ENTIRE SYSTEM. c R 9 IS R , 1'--R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (8TH EDITION) FLORIDA e BUILDING CODE INCLUDING HIGH VE DCrTY HURRICANE ZONE(HVHZ). IBY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS M THE BUILDING STRUCTURE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, 2° K 8=. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE g MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A`N1UN Dry r . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �P;•''••••••�Q i� z r • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT PRODUCT REVISED _ a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE as comp In with the Florida 70582 3 , REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. o. '17.073'1.05 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMNOA�I ATION NOAMtbnF)ab01/Z7f2020 FOR A SITE SPECIFIC PROJECT. i.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR OF drawing no. WATER INFILTRATION RESISTANCE ETC. By 6 % P.r' �� CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, IWiam a net n ro �i •••'' � W09-54 AND TO DE RENEWED BY BUILDING OFFICIAL. �� NINI�i111A��` seet_) . . ... . . . ... .. .. . .. . .. .. . . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY'-PSF 2 POINT LOCKS MULTI POINT IACK ••• 1/8' •STRf=1�%.LASS •• ••• 1/8'HEAT STREND GLASS GLASS GTASS TYPE CLASS TYPES GIASS TYPE WINDOW DIMS. • • • • • 'A', B', 'C 'D' A' H'&'C' D' • • •• •.09 In�er4gYer• • ••• .090'Interic yv Z �? WIDTH HEIGHT EXT.(+) LINT(-) EXT.(+) INT.(-) TM.(+) 1NT.(-) EXT.(+) INT.(-) • • • Tra olA" SentryGlm y • • kurar��vnsdrn,•Ir�.� ••• By'Kuroray America, Inc. kk q 26-1/Y 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F 6 2 32' , _70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1/8'HEAT STREN'0 GLASS 1/8"HEAT STREN'0 GLASS �p�`� 3 7. 70.0 70.0 80.0 80.0 80.0 80.0 42' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •• • • :0.• ••• •• �" W 28-1/2" 70.0 70,0 70.0 70.0 80.0 80.0 80A 80.0 �• ••• • • • •• •• i Q(•j W 32' -5/8, 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Y • 1 y • • UCONE • 10 11 r V p Lit'~i SILICONE ooa C 37' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 y• 10.1 • 1 • • �r' 995 n 10.1 3 DOW CORNING 995 0 1 Q C 42' 70.0 70.0 70.0 70.0 66.0 80.0 80.0 80.0 fp 1- 26-1/2" 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 32' 63, 70.0 70.0, 70.0 70.0 80.0 80.0 80.0 80.0 37' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0IK 42' - - - - 80.0 60.0 - - _ AT 1/4 POINTS AT 1/4 POINTS 25-1/2' 54.4 54.4 54.4 54.4 80.0 80.0 62.2 62.2 00 33 ON t1TES WIDER w 33 ON LI ES WIDER THAN 36"ONLY THAN 36'ONLY _ 32' 74-1/4' - - - - 80.0 80.0 - - GLASS TYPE 'A' GLASS TYPE 'B' N 37' - - - - 80.0 80.0 - - 11/32" OVERALL 11/32" OVERALL ? 26-1/2' 43.2 43.2 43.2 43.2 80.0 80.0 49.3 49.3 ,f 32 &Y - - - - 80.0 80.0 - 37" - - - - 80.o 80.0 - 1/8'TEMP.GLASS 26-1/2' 11. 37.1 37.1 37.1 37.1 80.0 80.0 32' - - - - 77.6 77.8 - - + 1/4'NR SPACE Q 3/16'HEAT STREN'D GLASS r 1/8'HEAT STREN'D GLASS Z 0 3w .9 90'hterlayer, 090'InteAoyer 1n .By,n'Kuraray America,Inc.' Trodfal PVB r� = e' NOTE:. By'kunxay America, Inc.' o Z n _ n a m U GLASS CAPACITIES ON THIS SHEET ARE 3jic'HEAT STREWD'GLASS 1/8'HEAT SIREN'D GLASS vl r BASED ON ASTM E1300-09 (3 SEC. GUSTS) n AND FLORIDA BUILDING COMMISSION EDGE SPACE m o DECLARATORY STATEMENT DCA05-DEC-219 5 = ST.STEEL H SILICONE a 3 = 708.1 F _ DOW CORNING 993 tt SILICONE n 101 DOW CORNING 995 11 I I C G r o g ' 1- E? AT 1/4 POINTS qE 33 ON UTES VADER0000 AT 1/4 POINTS ffi a a' GLASS TYPE C •,,TF1AN 36lOI4LY GLASS TYPE •D 33 ALL SIZES 7 16" OVERALL 11/16" OVERALY io n GLAZING OPTIONS s > s �g< 1111 uurr� \\ s�yM!.. 410EN8F. /� c PRODUCT REVISED ••comp)yCing wkh the Fiwlda - ` Bulidirgl odi _Y}:. * •:S7- NOA-44o. 17-0731.05 Expiration Date 01/27/2020 OF drawing no. NI•m • uct on // SON'L \\ 1 -54 7 r rlIt11111 shh eet 2 of 6 ... r` TYPICAL ANCHORS TYPICAL ANCHORS 2 WOOD 81" 4 V IBY SEE ELEV.FOR SPACING SEE El".FOR SPACING WOOD&ICN .'.Lr .. OR METAL f • fr !�—art----' --elf WOOD RE I a i •a. .r .. I •EDC DISI'.. STRUCIU • • I OIAM►DAA COUNTY AlliPSGJED•� • g' ''a < s • • f1 I MULL.•VAUWON ANCHORS I I* z e 3 A 5 1 1 131 +_N , qsT. +••,•••••••••f •1 .E f.EPARITM_NO_A •FDGE -•_-,f{I iof f DIST. L--- -- ------- IM 1 • -• •• • \ Qgat tN •• • N ��W V Q••• • •00 1 • s TPALANCHORYICS hg _ ANCHORS SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING W,t 21 � ki I 1 WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W: TYPICAL ANCHORS: SEE ELEV. FOR SPACINGI j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1(4" DML UL7RACON BY' r0' (Fw177 M.fy-155 KSI) w AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 20Y WOOD BUCKS OR WOOD STRUCTURES r o I 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS t v1 m THRU iBY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o a M 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) Z tA C2 4 j DIRECTLY INTO CONCRETE OR BLOCKS Z tt 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 014 SMc OR SEF DRI I IN. UQWM(GRADE 2CRS) V1 r m INTO MWJI-DARE COUNTY APPROVED MULLIONS31n v eT OR V)rn o U INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8'THK. MIN.'(6063-TS MIN.) ' STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) yy (STEEL IN CONTACT WITH ALlA1NUM M BE PLATED OR PANTED) G 4 TYPICAL EDGE DISTANCE $ 1 IB INTO CONCRETE AND MASONRY 2-1/2' MIN. P R IT INTO WOOD STRUCTURE - 1' MIN. p INTO METAL STRUCTURE - 3/4"MIN. 2 5 WOOD AT HEAD,SILL OR JAMBS SG-0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. u• n$a 12 a: PRODUCT REVISED b L g _ a _ •s comp nB with N•Flodd•:. MOA-Mo. 17-0731.05 •�EM ANCHORS .EDGE p(.•^ . ExPL 01127!2020 - b rwtlon D•b SEE �.. 'a•• I FOR SPACING ,.. ., �� A � draw ng no. B W09-54 WIND BUCK TYPICAL ANGELES 18Y Y OR SPACING _ EDGE DIST. FT ' BEY 111 II\ `` aheat 3 of .. .. . sea .. .. . . . . . . . . . . . . . ... . . . . ... 1/4 MAX. Lu � • • • ••• • 1 • • • • • • •• ••O MULTI SHIM PORK • ... . • . . . . � 0 2 ry NCHORS Z • • • • • • • e • • FOR SPACING ILIt 1 .. . . • .. ... .. • Q • • • • • • • • • w NETAL �UCN� O r y Iq • ••• • • • • •• • a g • . . . . LATCH KEEPER � .00 • • • • . ... .. 2 PER JAMB UP TO 31-1/2"WOW.NIS. 91 TYPICAL ANCHORS 3 PER JAMB UP TO 47'SPACING AMB LIP WDW.HIS. Q FOR SPACdl r 8 SEE 4 PER JP TO 63'WOW.HIB. Z SNUBBERS 8 PER JAMB OYER 63'WOW.NIS. 2 PER.NMB UP TO 31-1/2'WDW.HIS. Z z N 3 PER JAMB UP TO 47'WOW.HIS. 18 Ij 4 PER JAMB UP TO 63 WDW.HTS. 1/4'MAX 1/ O. 8 PER JAMB OVER 83'WON.HIS. O2 POINT SHIMS SHIN LOCK SYS. 1BY _ 14 9 13 B 2 WOW BUCKS 9 � N TYPICAL ANCHORS Q J 1 1 2' _______________________ SCREEN OPT.--------____�_ �•' SEE V• 3 �c! N SPACING FOR 0 • _ _. ._.._._._. .._.._ .. •' 0 Q M .. .. .. .._.. ._.. 1 1.4' p WC9 _Z IA N a U i c3 � >.. a V N 3 12 t4 EXTERIOR 4 D.L.OPG. + n v VENT WIDTH n WINDOW WIDTH ' SINGLE VENT WINDOWS ge MIAMI-DADE COUNTY o S 88 E SF�EDM MULLIONATE NM m 00�CCS S -[APP TYPICAL ANCHORS SEE ELEV.FOR SPACING 0 oilUS 1 I PRODUCT REVISED I I 1 i as comptving with the Florida , uRdlnp o I 1 NBOA-No. 17.0731.05 L___J Expiration Dat 27/2020 BY .• OFA drawing no. WINDOW WIDTH WINDOW WIDTH Wisru a rouet Control AlulUl 6heet 4 of 6 • ... ... .. .. . . . .. .. . . . . . . . .. . . . • ••• . . . ... . . . . ... dEM NO. PART NO. QUANTITY DRRCRIMON MATIERIAL MANF./SRPPLISR/RLMARKS �u 1 SIW401 1 FRAME HEAD 6063-TB - 2 SM401 1 FRAME SILL TB t• • • I 3 SIW401 1 FRAME JAMB-HINGE SIDE • • • • 4 011163,06 4 r • • • Z y a $3 4 SIW401 1 FRAME JAMB-LATCH SIDE -• • • • G a 5 SrN402 1 VENT TOP RAIL • • 609A T6 r 000 f I e SIW402 1 VENT BOTTOM PAL 6063-T6 - 7 1 SIW402 1 VENT SIDE RAIL-HINGE SIDE 6063-T6 - O 8 8 MW402 -1 VENT SIDE RAIL-LATCH SIDE 6083-T6 - 9 23138 AS REQO. SNUBBER • a L -• m 10 S1W112 AS REOD. GLAZING BEAD(5/18'cuss) • •• e063476 a -• •• • G 10.1 SWI 28 AS REOD. ALT.GLAZING BEAD(5/18-GLASS) • T6 - V¢p � IGA SIW117 AS REOD. GLAZING BEAD(11/16'INS11L GLASS) •• • • 6065-Te• -• ••• •• c g p 100 SIWI08 AS READ. GLAZING BEAD(7/16'Guns) 6063-Te - 0 108.1 - AS REOD. ALT.GLAZING BEAD(7/10'GLASS) 6D63-76 - 11 5531 AS REDD. ECT.GLAZING SPACER,OUROMETER 7035 SHORE A SAHTOPRENE CENTRAL PLASTICS 12 9302 AS REOD. OUTER COMPRESSION SEAL - CENTRAL PlAsncs J v 13 APT425 AS REOD. INNER OOMPRESSI N SEAT. - SCHLEGEL SYSTEMS Q 14 PJS40-ss 2/CORNEA CORNER LOCK(1-3/4'x 1-3/4'x.054•THK.) ST.STEEL su.wAN&ASSOCIATES 16 16 .35.13 2/WOW 4 BAR HINGES-HEAVY DITTY ST.STEEL TRUTH HARDWARE s + J 17 52.13 1/WOW SINGLE ARM OPERATOR - TRUTH HARDWARE v 4 17.1 1 32658 1 1 OPERATOR GASKET 462 - TRUTH HARDWARE o r" 17.2 32833 1 OPERATOR SPACER.236 - TRUTH HARDWARE w �n 17.3 21546 1 OPERATOR SPACER.138 - TRUTH HARDWARE " 17.4 21547 1 OPERATOR SPACER.189 - TRUTH HARDWARE pan IB 30175 1/OPER. TRACK ST.STEEL TRUTH HARDWARE 19 2425 2/VENT LOCK ASSEMBLY(SINGLE POINT LOCK SYS.) - TRUTH HARDWARE �` N 19.1 21496 2/VENT SPACER(MOLE POINT LOCK SYS.) - TRUTH HARDWARE F�U STEEL m 20 31354 1/LOCK KEEPER(SINGLE POINT LOCK) ST.STRUTH HARDWARE Q zO 19A 1 24.33 1 2/VENT LOCK ASSEMBLY(MIA.TI PONE LOCK SYS.) - TRUTH HARDWARE : d U m 19&1 21709 2/YENT SPACER(MULTI PONT LOCK SYS) - TRUTH HARDWAREVl N n 19A2 21600 1/LOCK SUPPORT PLATE(691LT1 POINT LOCK SYS.) - TRUTH HARDWARE W v 20A 31301 AS REGD. KEEPER(MULTI POW LOGIC) - TRUTH HARDWARE A N a o 20A7 24 SERIES 1 INTERLOCK ROLLER TE BAR(MULTI PONT LOCK) - TRUTH HARDWARE O 20A.2 32824 AS REOD. TIE BAR GUIDE(MULTI POINT LACK) - I TRUTH HARDWARE 20A.3 - 2/GUIDE TIE BAR GUIDE MOUNTING SCREWS(MULTI POINT LOCK) - /10 X 1-1/4'FH SMS 21 - 1 5/16'BOX SCREEN - OPTIONAL M 22 - 2/CORNEA FRAME&VENT ASSY.SCREWS CRS /10 x 1-1/4'FH SMS D�R 23 - 6/14NGE HINGE MOUNTING SCREWS - #10 x 3/4'FH SMS o 24 - 2/OPERATOR OPERATOR TRACK MTC.SCREWS - /10 x 3/4'FH SMS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - 110 x 3/4'FH 5M5 a�a 26 27 6/OPERATOR OPERATOR MOUNTING SCREWS - 010 x 1-1/4-FH SMS 2a - 2/LOCK LOCK ASSEMBLY MOUHTNG SCREWS - #10-24 X 1/2'FH MS TYPE F ^ 29 - 2/SNUBBER SNUBBER MM SCREW - #10 x 3/4' FH SMS Q a E a 32 5530 AS REGO. INTERIOR MAZNG SPACER•OUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 33 - 2/LITE SETTNO BLOCK EPDM DU20METER 8535 SHORE A <m u o SEALANTS: �P SAL r PRODUCT REVISED `� d ALL FRAME AND VENT CORNERS SEALED WITH as com with th•FIor1•a = 70692 SCHNEE MOREHEAD SM-5504 SEALANT. NOw Awa 17-07$1.05 Expiration Dat 1/27/2020 OF drawing no. Alam . re uc on ';s'•.!c or. (�� W09-54 {`'`` sheet 5 a1 6 . . •e• . . ... .. .. . .•. .. ... . . . ... . . . . ... 3.000) D90 �� a ,330 ••• � •'. :" .: •'• � • • • • • • • •• • • Z a J • • ••• • • • • 000 h 3321 .125 2484 • • • • 000 • xi pp 1 .080 337 • • • • • • • • • I, • ••• • • • • •• • 14 v� Fl • • • • • •• • • t7 2.733 • • • • • • • • • 0��( •• • • • • • ••• •• 0 C FRAME 2353 Q - 14 QSdE � .078 O If- 2.000 372 KL 2912 .912 JV H .573_ �t J o_ z .60 3W s �=o 945 944 , Q Z6 i nim ^ .812 1.1» .9112 .050 1.1» vi N d .288 .184--1 ) GLAZING BEADS (5/16' GLASS) �y No--1i T_I VENT CORNER FRAME CORNER .812 .a5o 1.177 e ® `0°Eri4� GLAZING BEAD (11/16" INSUL. GLASS) s B d e eg< 045 SS,r Mir t it, ; :7 `,,111, 812 91z PRODUCT REVISED b g L t.t77.� L .oso 1.177 8an suicidio Codiwlth the Florida I, NDA-No. 17-0731.05 �9 .218 .184 Expiration - (27/2020 • • �;�f/�� drawing no. 108., Miam a ue e_ ` tl` t .• � W09-54 ; GLAZING BEADS (7/16" GLASS)O Lit, 111 11,11 sheet 6 of 8 I t MIAMI•DsADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadL&ov/economy SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Proal cso**:* f Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade q(ft j y)res **0 he right 6 to have this product or material tested for quality assurance purposes. If this prgdW.or m4,0#1 fails tp.•.; perform in the accepted manner, the manufacturer will incur the expense of such0twL* and the AHJ may immediately revoke, modify, or suspend the use of such product or material withitie"ir jurisdiction. REIN"": reserves the right to revoke this acceptance, if it is determined by Miami-Dade-Gortnty Produet-tontroi••• Section that this product or material fails to meet the requirements of the applicabld tobtlVng cone. ;-; 09:609 This product is approved as described herein, and has been designed to comply'wit$'the Florida Building•0•;0 Code including the High Velocity Hurricane Zone. :60:9: ' -- - -_ 9999.. DESCRIPTION: Series "100 StormSafe"Aluminum Single Hung Window—L.MJ.1 00660 0 9060.. AM PROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSa a am Single.T?tt tg WdW: • (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision E dated 07/19/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unlit shall bear a permanent label with the manufacturer's name or Iogo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-1129.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0731.061 NAMFD7ADE COUNTExpiration Date: May 10,2022 ?l2q 1 t 7 Approval Date: October,05,2017_ Page 1 9 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0214.05) 2. Drawing No. W07-07,titled"S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07,with revision D dated 12/04/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 15-0528.18) 0000 B. TESTS . . 0000 0000.. .. 0000 1. Test reports on: 1 Air Infiltration Test per PA 202-94 p ,P 0000.. 0000 0000.. 2)Uniform Static Air Pressure Test,Loading p"LUC, TAS 202-94 . 0000.. 3) Water Resistance Test,per FBC, TAS-2027- ••• •••••• • 4)Large Missile Impact Test per FBC,TAS 20x1•-94 0000 ••:••. 5) Cyclic Wind Pressure Loading per FBC,TA�;�P;-94 •*• 0*:0 0• 6)Forced Entry Test,per FBC 2411.3.2.1, and�QS202-94 along with marked-up drawings and installation diagram of a se;es 100 akiminux'99:9 000900 single hung window, prepared by Hurricane Engineering :ancj•Testing, Inc., Te:t,••: Reports No. HETI-06-4040, 4041, 4042, 4043, 4044, '4045x, 4445B,•1045, 4047, • 4047A, 4047B, 4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Dorz- Seda, P.E. (Submitted under NOA No. 07-0214.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), dated 05/27/15 and revised on 12/10/15, prepared by Al-Farooq Corporation, signed and sealed,by Javad Ahmad,P.E. (Submitted under previous NOA No. 15-0528.18) r 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/12114,expiring on 05/21/16. 6= k. Jorge M.Plasencia,P.E. Product Control Supervisor ' NOA No. 17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E-1 w . 4 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F.- STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated 05/19/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Sub'mitted under previous NOA No. 15-0528.18) 2. Laboratory compliance letter for Test Reports No.'s HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 and 2122, issued by Hurricane Engineering& Testing, Inc., dated 09/21/06, signed and sealed by Rafael E. Dorz-Seda, P.E. .••••. (Submitted under NOA No. 07-0214.05) • 'G. OTHERS , •••••• 1. Notice of Acceptance No. 15-0528.18, issued to SIW Impact y tftdgws, Lh,0f9r their... Series "100 StonnSafe" Aluminum Single Hung Window --!TN4 I., of�! yed o'ff:". ...... . ..... 12/24/15 and expiring on 05/10/17. • • • • 2. NEW EVIDENCE SUBMITTED •••••• A. DRAWINGS • 1. Drawing No. W07-07, titled"S-100 StormSafe Alum Single Hung t7dw.(K.I, sL)", • sheets 1 through 5 of 5,dated 01/29/07,with revision E dated 07/19/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their,"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. Jorge M.Plasencia,P.E. Product Control Supervisor NOA No. 17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E-2 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS E 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6"' Edition (2017), and of no financial interest, dated 07/20/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. This NOA revises NOA#16-1129.06, expiring on 05/10/22. . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... . ... ..... .. .. .. . ...... . . Voo*: J orge M.Plasencia,P.E. P oduct Control Supervisor NOA No.17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E--3 . . . . . . . . . . • •.• 53 1/8' EQUAL LITES WINDOWS U • • • • • • • •• DESIGN AD CAPACITY-FSF o � WIlMOTH • • W • • •.• . • • • FLANGE DIMS. GI.1.S3 TYPE•A• GLiss TYPE'g GIBS TYPE•C' GLASS TYPE V GLASS TYPE•6• p ••0 FALSE UNDNS• 46 37Y' • • WIDTH. HEIGHT EXT.(+)INT.(-) ERT.+ INT.- EM.(+)INC(-) EXT.(t)1M.(-) ERT.(+) INF.(-) Z (SURFACE BE BUSSED) • .A O.L` +14'4 . 6'Mo. 18-1/8" 70.0 70.0 80.0 5010 8010 12xO 70.0 70.0 80.0 120.0 G k A]( 3 MEAD HEAD 26-1/2" 70.0 70.0 80.0 0010 8010 120.0 70.0 JOA 90.0 1�.0 y�� CORNERS 1• ilf 70.0 70.0 90.0 BOA 8010 120.0 70.0 70.0 80.0 120.0 C V. p ' • 37' 28' 70.0 70.0 80,0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q •� ' •°IA 4z (4) 7010 70.0 80.0 80.0 80.0 1zo.o Tao 70.0 90.0 120.0 d '� • • • i`[•• IT 4a' 70.0 70.0 80.0 8010 80.0 12MO 70.0 70A 80.0 120.0 O n •.•' I} /. li• 93-1/8' 70.0 70.0 80,0 80.0 8010 1200 70.0 7010 8010 120.0 (� q'{ • 4 •• �� 0 ____ �_ 1F1 a 70,0 70.0 BOA 1200 70.0 70.0 BOA 120.0 O a < n o li % 11 70.0 70.0 BOA 120.0 70.0 70.0 80.0 120.0 Q O O P II II v 32• 70.0 70.0 80.0 80,0 80.0 120.0 70.0 70.0 80.0 120.0 k it 3 ii 0 37' -3/�• 70.0 70.0 Bob 8010 90.0 120.0 J0.0 70.0 80.0 120.0 42' (4) 70.0 70.0 80,0 00.0 80.0 120.0 70.0 70.0 Sob 120.0 {I,Zp®C a 48' -70.0 70.0 80.0 80.0 80.0 120.0` 70.0 70.0 900 120.0 4 II II 63-1/8" -70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 90.0 120.0 ''AO Z 18-1/B' 7010 70.0 80.0 0010 80.0 120.0 70.0 70.0 80.0 1 120.0 € I II _ 28-1/2 Tao 70.0 150.0 solo 1504 120.0 70.0 70.0 so 120.0 G3 7.0 To 90.0 aoo 32" 80.0 120.0 70.0 70.0 eA 120.0 3/B• 37' 70.0 70.0 80.0 80.0 B0.0 120.0 70.0 70.0 80.0 120.0 42• (a) 70.0 70.0 BOA 80.0 80.0 120.0 70.0 70.0 80.0 120.0 J til n 48' 70.0 70.0 SOA 804 80.0 120.0 70.0 70.0 800 120.0 •J = II II 53-1/8• 70.0 70.0 50.0 80.0 S0.0 120.0 70.0 70.0 80.0 12D.0 3[ 19-/8 70.0 70.0 80.0 80.0 800 120.0 7010 70.0 eO.0 120.0 Q Q M �DDI_ANCHORyy�� 26-1/2 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 150.0 120.0 S REQO.FOR WIDTHS m CI 32' 70.0 70.0 80.0 Bao 80.0 120.0 70.0 70.0 80.0 120.0 � Z UI li m I ABOVE 48"ONLY La 49 i 2' , 37' 88• 70.0 70.0 SOLO 80.0 Bob 120.0 70.0 70.0 50.0 120.0 =a I ANT WIDTH 42" () 70.0 70.0 Bob 80.0 8010 120.0 70.0 70.0 80.0 120.0 Z SERFS 100 STORMS 4a• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 = d U m`•1 ; ALUMINUM SINGLE HUNG WINDOW EQUAL LRES 53-1/8• 70.0 70.0 150.0 80.0 BOA 1200 70.0 70.0 150.0. 120.0 a'i y 19-1/e' 70.0 70.0 80.0 90.0 80.0 120.0 70.0 70.0 80.0 120.0 S DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER - - 26-1/2' 70.0 70.0 Bob 80.0 80.0 120.0 70.0 70.0 80.0 120.0 3 n w 1 _TYPICAL ELEVATION 1 V)0 o CHARTS SHOWN ON SHEETS 1 & 2. rn 32• 70.0 70.0 BOLO 8010 50.0 1120.0 70.0 70.0 80.0 120.0 TESTED�UNR 74-1/4 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 37' Talo 70.0 solo 80.0 BO.o 120.0 70.0 70,0 solo 120.0 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 42• (8) 70.0 70.0 150.0 aD.D 80.0 120.0 70.0 70,0 solo 120.0 .WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS'USING THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 4Ir - - 50.0 a010 8010 120A 70.0 70.0 80.0 120.0 MLAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED. 53-1/6' - 90.0 80.0 150.0 120.0 704 70.0 80.0 120.0 1If LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 18-1/8• 70.0 70.0 90.0 80.0 80.0 120.0 7010 70.0 aO.O 120.0 8 j WILL APPLY TO ENTIRE SYSTEM. 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 lox lox Mo t2ox R R r R 32' 78' 70.0 70.0 80.0 solo 80.0 120.0 70.0 70.0 80.0 120.0 c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE0 REQUIREMENTS OF THE 2014(5TH EDIDON)/2017 (8TH EDITION) FLORIDA 37' (a) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 12010 BUILDING CODE INCLUDING HIGH VELOCITY_HURRICANE ZONE.(FNHZ). 42' 70.0 70.0 80.0 80.0 Bob 120.0 70.0 70.0 80.0 120.0 $$$ ISY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE 48' - - 80.0 80.0 80.0 120.0 7010 70.0 80.0 120.0 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 53-1/8' - - 80.0 Bao 80.0 120.0 70.0 70.0 50.0 120.0 m �'"'" _ TO THE BUILDING STRUCTURE - 0 o n R`o SHOWN S1CY.(t)WADS REQUIRE ADD-ON 91LL RAMP y 6'o gh ANCHORS SWILL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS REDUCE EXT.(+)WADS CAPACITY TO+70.0 PSF WITHOUT RAMP. AND INSTALLED PER MANUF•S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.`111�1f1'f111f 11//ITV u A LOAD DURATION INCREASE R USED IN DESIGN OF ANCHORS INTO W000 ONLY. t 'r `��.AH _7�i� F •_i ALL SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE JAL ` `' L`!df a..'•.;p MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS,THAT PRODUCT REVISED. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE @ ADOPTED STANDARDS. as==with th•Flrid o . Bu THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: NOAJio. 17-0731.06 •a = ' FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT.ADEQUACY GLASS CAPACITIES ON THIS SHEET ARE, OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E1300-09 (3 SEC. GUSTS) lxplratlon Date 05/10/2022 OF `•{yam droMing ,no. WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION CON7TTpN5 NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, BY �' S AND TO BE REVIEWED BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 mlaffemade Product CmtnA I/hln 1N111 ehaet 1 of 5 . :**a: •_ • ••• • • • . •e. 53 1/B' UNEQUAL LITES WINDOWS40 V 3 •i• • ..•WINDOW WIDTH • DESIGN LOAD CAPACITY-PSF 4.0 p y • •FPLSE� MINS • • FLANGE DIMS. GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'C' GLA85 TYPE'D' GLASS TYPE'6' ^ ; •`SRIF PLIED) • • D.L.D0•.G,14%MAy 8'AWG. WIDTH MONT EXT.(+)1M.(-) EXT.(+)1Ni.(-) EXT.(+j 1HT.(-) EM.(+){1Nf.(-) EXT.(+)1NL(-) 0 3 MAY BBBCCC USED 3 •• � I H� 19-i/8r 70-0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 ro CORNERS 26-1/2' 70.0 70.0 60.0 80.0 80.0 120.0 70.0 70.0 BOX 120.0 F' 32' 50-5 8, 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 ` 8 •• • • I • 1l 37' / 70.0 70.0 80.0 111 80.0 120.0 7D.0 70.0 BOA 120.0 µµ11 •• •D• • : $• •lR• -� 42' (5) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 '-70.0 80.0 120.0 IL ILD u. • • 4 •• r 16 48' 70.0 70.0 80.0 80.0 80.0 120.0M7Om0 0 80.0 120.0 rry al pl • • • • • LL- LL�---_ 53-1/8' 70.0 70.0 80.0 80.0 80.0 120.00 80.0 120.0 Oel`1 •• • • • =F=i=G p� 19-1/8' 70.0 70M 80.0 80.0 60.0 120.0 .0 80.0 120.0 28-1/2• 70.0 70M 80.0 00.0 80.0 120.00 80.0 120.0 O 40! 1$x¢ 32• 70-0 704 80.0 MO 80.0 120.00 80.0 120.0 OK R ` d II a 3T -'�, 70.0 70.0 80.0 80.0 80.0 120.0 .0 .80.0 120.0 7 �11/8'MIN.C1A55 x II II (8) V42' - - 80.0 80.0 80.0 120.0 .0 80.0 120.0 j 2Z C E 090'Interlayer g it ii 48 - - 80.0 80.0 80.0 120.0 70.0 704 80.0 120.0 Z �{ Sall. Clear And Color Close = II II 'S E' _ _ a W f F r 1 II 3�� s3-1/e' 60.0 60.0 80.0 1204 70.0 704 - - 1 8y'Footman Chem'xwl Co.' li 3 N tc3 19-1/8' 70.0 70.0 80.0. 80.0 80.0 120.0 70.0 •70.0 80.0 120.0 - 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 1 704 80.0 120.0 :dn 1/B'ANN.GLASS S 32' - - 80.0 80.0 80.0 120.0 70.0 704 80.0 120.0 o 74-1/4' 37' - - 60.0 60.0 00.0 120.0 70.0 70.0 80.0. 120.0 (j W O D I 11 (8) 9 J N N _i tm = n 3 I; II 42' - - 604 BO.0 80.0 120.0 70.0 70.0 - - J o 15 d ii ii 48' - - 60.0 BOX 80.0 120.0 70.0 70.0 0 n 8.1 53-1/8' - - 80.0 SOX 80.0 120D 70.0 704 - - 3W 19-1/e' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 00 Q n rr- ADDL.ANCHOR • 1 m� 26-1/2" 70.0 70.0 80.0 80.0 80.0 120.0 70.0 , 70.0 60.0 120.0 Z yl 4 PEOD.fOR WIDTHS 49 1/2' . 3 W a 32' 78' - - 60.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 ' ABOVE 48.ONLY VENT WIDTH , u=n SILICONE 37' (8) - - 80.0 00.0 00.0 120.0 70.0 70.0 W2 r�U a pppQ DOW CORNING 995 UNEQUAL LITES (ORIEL TYPE) 42' - - 60.0 80.0 80.0 120.0 70.0 70.0 - - N !-W n 48' _ = 60.0 80.0 BO.O 120.0 70.0 70.0 = = d U m.. 13 AT 1/4 POINTS ON LrrES TYPICAL ELEVATION 53_1 e• 60.0 eo.o ea.0 120.0 70.0 70.0 ui WIDER THAN 36'ONLY TESTED UNIT / SHOWN EXT.(+)LOADS REQUIRE ADD-ON SIII.RAMP 3_n W GLASS TYPE 'A' REDUCE EXT.(+)LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. rn to CIO 71/8'TEMP.GLASS I NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB. O 1/4'Al:.SPACE sstt 3/18'ANN. GLASS 3/18'H.S.GLASS i/8H.S GLASS r-1/8'H.S. GLASS PRODUCT REVISED G 090'Interlayer .C90'Intedo pyp•Into as Com 1 n with the Florida ye yer Ibyer 090'Interlayer BuOdirrg Codi Saflex dear And Color Glass SentryGlos Saner Clear And Color Glass vs-trycla. ND/A..Ho, 17-0731.06 �By'Eastmon Chsmieal Co.' By'Kuraroy Amerlm.Inc.' Ely T-tmon Chemical Ca.' 'Kumray America. Inc.' � e g Q Expiration Data 05/10/2022 g 3/18'ANA. GLASS --3/18' H.S.GLASS 1/8'H.S.GLASS 1/8'H.S.GLASS BY a g !I t Nliam • ntro W Z_m Z_ m m In = 15 15 a 15 s e 15 0 0 Pf 31' m 8.1 io 0.1 io m 8.1A ii -0 8-16 �O II i_ 11 hII •11 11 �� 11 Eo<m li 1i li li : r 1, Lu1 1111111 SIMONE SILICONE SILICONE SBJCONE �••�� gq0 8 DOW CORNING 995 8 DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 70698 o '" G AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LRES 96 AT 1/4 POINTS ON LRES = •• L7 13 WIDER THAN 38.ONLY LJ WIDER THAN 36'ONLY 2' 13 AT 1/4 POINTS ILLL SIZES 13 WIDER THAN 36"ONLY $ OF drawing no. GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' tD� .� W07-07 GLAZING OPTIONS ''�rA//i�1 sheat 2of 5 • 4 :000: ov . . . . . . . . . a EDGE DIST. : TYPICAL ANCHORS TYW-ALSANCHORS TYPICAL • ••• 1� SEE EIEV. • • • FOS� 'G FOR I I I Br : FOR SPACIt¢ i •a i • • • •• • •• n WOOD BUCK; : r • a r--------------------7 n• Cy '\.��-. •. 0_'-0 • a 11E7AL• • I r-------------------i 1 m :a a i' a ..• • '01ST • UCRIRE• 11 MWAI-OAOE CIXINTY APPROVED II c I a s I1 MULUON @ MULLION ANCHORS II g n SEE SEPARATE NOA i EDGE I 3 c Z t&S a EDGE DIST. II < 1 'I N 0 �`� UI • • t--_____ __________-J IL W X I • • EL _ _ m G t W • • �g5 O •\N• • • • ••• •�� aFP r--� 0 F.0 0 TYPICAL ANCHORS 0 jai�l¢q 1 SEE Env. WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. g G a 21 FOR SPACING Q GI n 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM m AND TRANSFER THEM TO THE BUILDING S?RUCTURE. J o 0 o SFAL.A_NTS: TYPICAL ANCHORS: SEE ELEv. FOR SPACMO o /8 FH SMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4' M& ULTRACON BY 'EI .O' (FY-177 KA,Fy=153 KSI) 3 5 11 2/LATCH SILICONE OR ACRYLIC SEALANT. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES s 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) T�OPION&TO WEEPHOLES: THRU 1BY BUCKS INTO CONC. OR BLOCKS C)o 16 SPRING LATCH Wi - 1/2' LONG NOTCH AT EACH END 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) R AT 3' FROM EACH END 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 3- 3 OW2 = 1/4' WEEP HOLE WITH PLASTIC BAFFLE i O�I'M1 B La AT 8-1/4' FROM EACH END AND AT CENTER DIRECTLY INTO CONCRETE OR BLOCKS - - s a< LL a 3 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMB$) Z En Ln a p O 1-1/4' MIN. EMBED INTO BLOCKS JAMBS 3 w m W #14 SMS OR SELF F DRI I IN. SCREWS (GRADE 2 CRS) �o n E•I INTO METAL STRUCTURES (HEAD/JAMBS) a c�m (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) 8 3 n I STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) N N o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p $12 SMS OR SELF DPoWNG SCREWS (GRADE 2 CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLONS 0 i (3) THREADS MIN. PENETRATION BEYOND SJBSTRATE 5 11' s 1 ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) µI I STEEL: 1/8' THK. MIN. (Fy - 38 KSI MIN.) (NO SHIM SPACE) � 8 i (STEEL IN CONTACT WI ALUMINUM TO BE PLATED OR PAINTED) °� ��.°• h 1s i TYPICAL EDGE DISTANCE 10i INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. o W 0 WOOD AT HEAD OR,LAMBS SG- 0.55 MIN. w1 CONCRETE AT HEAD, SILL OR JAMBS f'c -3000 PSI MIN. t �-ON C-00 HOLLOW/FILLED BLOCK AT JAMBS 1 m- 2000 PSI MM. a PRODUCT REVISED •. au0m with tM Florida ° • BY11dlno Cod• Noa-N°. 17-0731.08 ..�•.. /9 SMS •. 1BY '. 6rplmtlon Dab��,,05/10/2022 I� IE OF � � drawing no. 3 PER BRACKET WOOD BUCK WB p►.,:' am auFro c nntm �i�$' •.. ��: W07-07 NAL lift sheet 3 of 5 • . . . . . . . . . . .. • • r=/ PART/ Imm. DESCRUrTION MATERIAL KANF./SUPPLI6R/RBMARBS 4 U A • • • * 9W101 1 FRAME HEAD 6063-TB - • • •.• � � •• i SIW102 1 FRAME SILL 6087-T8 - It 1 �I 1I • ••• • • • • • • ._� Sims 2 FRAME JAMB 6063-TB - Z w ; • • • ••• . SIWlO4 1 FIXED MG.RAJ. 6083-T8 - 0 5 SBV105 1 VENT TOP RAIL 8083-T6 - ;0: snM x a • • 6 SW708 1 VENT BOTTOM RAIL 6083-T6 ciSl{ C U; • • • • •• •. •.• •7 SIW107 2 VENT SIDE RAR O 6083-T6 - d • ••• • i i• • 6 S1w1De AS ROD. GLAZING BEAD(7/16•GLASS) 6063-T8 •• 0 08.1 SIW127 AS ROD. ALT. GLA21NO BEAD(7/16'GLASS) 8063-T6 - Opp y��p MIAMI-RADE COUNTY •• • • • • • •.• • •BA SW/112 AS ROD, GLAZNC BEAD(3/8•GLASS) 8063-T6 - a p 2� • APPRD CUPPED MULLION SEE SEPARATE NOA7 TYPICAL ANCHORS VA SAV728 AS ROD. ALT.GLAZING BEAD(3/8"CRASS) 8063-TS - C D / - SEE ELEV. BB SM'117 AS ROD. GLAZING BEAD(LAM.INSTIL.GLASS) 6061-TS - 0 a�2 -I! FOR SPACING eLI 9 SIW708:_. `2/VENr VENT LATCH O 9-3/4-FROM ENDS 6063-TE - - _ Q =� -"- I I 10 - 1/LATCH LATCH SPRING ST.57EEL - 4'Zz $CI 11 SINN 13 AS READ. GLAZING LEG SPACER SANTOPRENE - Q 97 O f I 12 SIW124 1 SILL RAMP 6063-T5 --- 13 - AS REOD. SETTING BLOCKS EP7M Dl9TOME7Q2 BOtS SHORE A q 14 - 4/VENT VENT WIDE NYLON G N --- I 1 --- 15 E202111*14020 AS REOD. GLAZING BULB VINYL NEOPRENE ULTRAFAB I I 16 X10 X 1-1/2• 20 FRAME&VENT ASSEM13Y SCREWS "CRS PH SIB V R J n 17 — 2/VENT SWEEP LATCH(OPTIONAL) ZAMAK BUILDERS HARDINARE 1 I 18 I W23201 ND0000 AS REQD. VENT W STRIP?t4G O EXTERIOR(.1871W X.2a0•H) — ULTRAFAB OR EQUIV. 18A po I W33321 N00000 AS RECD. VENT W'STRIP-NG O INTERIOR(.187•W X.320"Fi) — ULTRAFAH OR NUN. 0 Q m EXTERIOR 19 CIB30INW AS REQD. BULB W-SRIPPNG O VENT HORQ.(.1871V X.300-H) - CENTRAL PLASTICS Z 20 9388E AS READ. FRAME S61 W'SIRPPNG(.181V X.325'1) POLYPROPYLENE CENTRAL.PLASTICS w WINDOW WIDTH WINDOW WK,Ti 21 - 2/VF1t. SPIRAL BALANCE UNIQUE BALANCE m 22 - 1/DAL UURALIFT BRAT STEEL - 23 - 2 SASH STOP - NOT SHOWN ¢ QUO] 24 - 1 7/16'BOX SCREEN _ - - OPTIONAL N s STYPICAL EE 6—ACING 25 - AS REQO. INSULATED GLASS EDGE SPACER ST.STEEL QAJWNAL XL $ 3 FOR SPACING y VI on 0 vENT w1oTN 1/4•MAX. o 1/4.LOX. O S1itlA5 1/4•SHIM SEEELEYTYPICAL ANCFi0R5 D i8 X 3/8' T��'�H� �{ FOR SPACING SHIM i FH 5M5 TYPE B SEE ELEV.SPACING rnA- I :n 7 14 21 FOR SPACING 18 C pp i K Y! pp55 °p�pZ`q�q 8p5QM /� /♦ _ _ W U EF y F S�F ___ 1 -__ 1..'1/4• 1 1/2• i r _ r METAL . v 2BY WOOD K STRl1METAL • OR R WOOD STR e ° W ° 3 - EXTERIOR _ "_• - `�� P�1'!".:.:•7.!,�_7i� �' t g D.L. OPC.(FIXED) 1T3'f I g WOOD BUCKS PRODUCT REVISED o sWiaTnBpl WINDOW WIDTH NOn H°. 8 Expiration Dab 05110/2022 �Op � drawing no. •TBW txn0! 07-07 �..t ANAL sneet4GF 5 E • • • • • • • • • • • • ••• • • • • • . E 3.000 .551 C551 r f6 �p .078 050 � �•'I • I A �� •� �•� "�a." _�1 • gn .8132 1.177 •127 •.OSS 1.177 616_ •�7:d112� •0 16 16 1.125 • Q b 3 1.719 I .812 I I • • .216- • °j c 309 .184 Q FRAME HEAD GLAZING BEADS (7/16' CLA43PWG M 3$6/GLA55) 1u • • • • •• A • 8��pl 1.248-1 1.719 f • • • • ••� • • /• ' � H . • •1 •.812x- �•� • - � ',.�'�rirc � 2.562 F I + •0� 1.177 �a h 1.750 1.448 78 1.366 3.000 .076 JI- i Z � i ;Qbo r '.248 GLAZING BEAD (LAM. INSUL. GLASS) 1.474 nf I I Q MEETING RAIL ll--- w 1.fi1B A 187 VENT TOP CORNER AN ry 0 Q FRAME JAMB v v Cnv i sao 078 t.tzz FRAME TOP CORNER p�n �a 'l 2.312 Z to �W m n II 1.304 .076 1.495 18 Q O Q L.24B�7 d U m n N> © VENT TOP RAIL .780 S 3 •• 42;3 Q VENT LATCH rn � � O 1.684 12 .467 R' SILL RAM?3.120 _ - r - - © VENT 80TTOM RAIL VENT BOTTOM CORNER a n n pry o�m u o i �C 1.373-1 .r,:s .. "i .::td♦``\\\1111 l61�111j�/� 1246 ale 1.328 I1.875 9�S7 tPiuRilOdiDnUpyCCoTd�•R�EVISED th the Florida 70M 7731.06 *__ i �$ L� expiration D 04/10/2022 I t8 UE OF drawing no. F-3.000 BY �i •ORID/'.•' �� W07_07 tm Product Control FRAME BOTTOM CORNER S O7 VENT SIDE RAIL O2 FRAME SILL �� 7�NALj1\\\\♦ ah•et Sof 5 c t _ e M® MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION 1 11805 SW 26 Street,Room 208 # DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamidade gov/maomy SIW Impact Windows,LLC 975 S.Congress Ave.# 102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product.C8liifpl Section (In Miami Dade County)and/or.the AHJ(in areas other than Miami Dade County)reservertDggT%ht to have this prodddt%• or material tested for quality assurance purposes.If this product or material fails to perforgi.ipeW acceplZmanner,the** manufacturer will incur the expense of such testing and the AHJ may immediately ,revoko,.wldjfy, or su$pend theuse of such product or material within their jurisdiction. RER reserves the right to revokes*this acceptuee, if r"•; determined by Miami-Dade County Product Control Section that this product or material failwbo meet tka sa&iremeg". of the applicable building code. •••••• ... •• This product is approved as described herein,and has been designed to comply with the Flbfid'a'Building Code, see*** nclud' the H' 060000 • • • • 0000.. DESCRIPTION: Series"S-900"Single Aluminum Outswing Pivot Doors-LNII •••••• 'APPROVAL DOCUMENT: Drawing No.W14-30 Rev C,titled"Series 900 Alum Outs*fng Pivot Qbbi t�.M.I jj ••: sheets 1 through 6 of 6,dated 08-29-14 and last revised on NOV 091,2017,prepared by Al-Farooq Corpdration,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. Door is not rated for water infiltration,unless overhang complying per FBC is provided or used where water infiltration is not required. 2. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has beenno 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# 14-0926.13 and consists of this page 1 and evidence page E-.l &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. ! NOA No.17-1115.02. rtiArrrnanecos }Expiration Date: February 19,20201 J Approval Date: January Z5,2018, -page 1 111 � SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W14-30 Rev B,titled"Series 900 Alum Outswing Pivot Door(L.M.I.)"' sheets 1 through 6 of 6,dated 08-29-14 and last revised on FEB I Vh,2015,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 (0.25 cfm/sq@1.57 PSF) 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 (Not conducted) 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 24113-2.1,TAS 202-W. �..'.• ••••:• Along with installation diagram of Single Aluminum Outswing Pivot dootsor;pared b Mack g o Water Testing Inc., Test reports#BT-SIW-14-015 A,B,C,D & E,dated 7uN 25, 2014,,,all • signed and sealed by Yamil Kuri, P.E. ..** .... :***@: Note: The test reports#BT-SIW-14-015 has been revised by an addendum letter datea-01-49/15,••:••• issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,P.E:':": .' :': 0.000 0000 .. . 0000.. C. CALCULATIONS """ • 1. Anchor verification calculations complying with FBC 2014,prepared by AJ-Farogq•• •• Corporation, dated SEP 04, 2014 and last revised on JAN 02,2015, siAmea and sealad b, Javad Ahmad,P.E. ••'• .2. Glazing complies w/ASTME-1300-04-&-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 9 interlayer", expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/27/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter,dated 01/09/15,along technical cut sheets of hardware and extrusion Die drawings for test report#BT-SIW-14-015, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,Pl. G. OTHER 1. None. Is Ishaq 1.Chanda,P.E. Product Control Examiner i NOA No. 17-1115.02 # ' Expiration Date: February 19,2020 j Approval Date: January 25,2018 E-1 i t ' k t k r SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W14-30 Rev C,titled"Series 900 Alum Outswing Pivot Door(L.M.I.)", sheets 1 through 6 of 6, dated 08-29-14 and last revised on NOV 09'',2017,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. Test 1. None. C. CALCULATIONS 1. None 0000 D. QUALITY ASSURANCE •••• •••••• 1. Miami Dade Department of Regulatory and Economic Resources (RERI0O 000' . 0000 0000.. 000.0. 0 E. MATERIAL CERTIFICATIONS •••••• 0000 0000 . . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.*ffibr ier E.f OaAnt ..... DeNemours &Co., Inc.) for the"Sentry Glass ®Interlayer", expirin?.-4 i:I7/4/18' :'; ••••• . . .. . 0000.. F. STATEMENTS 0000.. 1. Statement letter of conformance to FBC 2014 (5th Edition) &FBC 201.'7 (60.Edition) and"No • •; financial interest"dated 11/03/17,prepared by AL-Farooq Corporations,signed and'se'aled b.,,,' Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA 014-0926.13,expiring 02/19/20. I i i 3 Is*I.Chanda,P.E. Product Control Examiner NOA No. 17-1115.02 Expiration Date: February 19,2020 Approval Date: January 25,2018 E-2 ' f 72'MAX. DOOR FRAME WIDTH Al�. eyT;i 3'MAX. 'Y • • • ••• • • NSD/SILL 11' MAX. • • • • • • •• • • FLUSH BOLTS CORNERS A HEA D/SILL SEE SHEET 5q m r ; 1 • • ••• • • • • • 3/16-HEAT '_HEIiiIIA1T8�IiIS_T•�R1E•4N\'D/eGLASS LASS••1 J ••• •••••• ••••• ••••'�Y6W� m'� L. .mn�I G jv \o p3r$°C i \/_\_-/-_\/__---�FIliIII�iI�Ii�Jtt�IIIi,SIIIi. -\/=\/_1-�i%yt�HiIiaIinilFIIIiiVliitt\-_--_-_--_--/_-\-yrIIlIII�IIiI/\iI..�'�'--__-__/\-___--_-_ iijjiI�IIIIiIII �paVy3_3� p��jaao4tW�/jS?f`prpp1�i� .pnLL�aLL■JpCCF nmnr�aU 3/16'HEAT STRN'D MASS 090'Interlayer 090'int •ayr • •SetryGla SentyGlo - • •• ••• •• By'Kumrvy Americo, Inc.' By 'Ku m%p..4InC.• HEAT STREND GLASS :EAP D Fm 1I =--- I-----I5 t412 0 SIUCONE SILICONE DOW 995 DOW 993 16 Z0 GLAZING DR4 r / , I 71 c \ I Z V 7/18'OVERALL LAY. GLASSACTIVEI d U'n SURFACE APPLIED B ' m THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. FALSE MUNDNS � � n w SHUTTERS ARE NOT REQUIRED. MAY BE USED 59 15/18"MAXm O D.L. OPG. � 1/4'ULTRACON SERIES 900 pRODUCr5mv� 69 15/1 f'mx. MOS ALUMINUM OUTSi9ING PIVOT DOOR �-0114iy��fes& DOOR LEAF WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE &*Wlimt ae/e I REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA A eaMe T ��,/)iOz TYPICAL ELEVATION r c 6 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). c 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE MAXIMUM DESIGN LOAD RATING = + 50.0 PSF DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT.LOADS 't01aYfNL/M o a TO THE BUILDING STRUCTURE. (FOR MAX.SIZE SHOWN ABOVE OR SMALLER) - 50.0 PSF -ANCHORS.SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS a AS PERMITTED BY FBG REQUIREMENTS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE - -- -" MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS D.L.O. FORMULAE: g c S D.L.O. WIDTH FRAME WIDTH - 12.0625' ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE D.L.O. HEIGHT FRAME HEIGHT - 12.625' (4' BOTTOM RAIL) <<m u COME INTOIALS INCLUDING BUT NOT CONTACT WITH OTHERMDISSMILAR MATO TERIALS SHALL METAL MEET THE THAT FRAME HEIGHT - 16.625' (B" BOTTOM RAIL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. gyp, NOPE. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION y, VGENg� ' i FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR _` 70392 �. WATER INFILTRATION RESISTANCE ETC. -{7• ;YY= Nf # CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, - 7L AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) C •, � :, �`: drawing no. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONAND FLORIDA BUILDING RESISTANCE IS REQUIRED. DECLARATORY STATEMENT DCA0OMMIS I DEC-219 ��Sa4/� At�r �� W 14-30 Y/1f 111111// ;sheet1 of 6 • • ••• • • • ••• •• •• • • • •• •• • 1BY WOOD BUCK • y�U TYPICAL ANCHORS SEE NOTE ON SHEET 1 METAL STRUCTURE m3 SEE ELEVATIONS (SEE SPEC BELOW) d EDGE DIST. FOR SPACING DIST'. :..•.. �y•. • • ~ FINISHES EXTERIOR •. ,.CONCRk1TE •..f • '+a t' • •• • • EDGE :Z A 3 ltY OTHERS !. 7LS1.TITIN.. P;n. • • tDISTOF FINDY OTHEIRWmN ., _ _Or f 1/2'MIN. S9 ••• •• TYPICAL ANCHORS RSO 7-T- THROW BOLT SEE ELEVATIONS S 0 Fii I I PENETRATION FOR SPACING FOR SPACING FORSPACING- G I.7 Z s 1 I ' 1 14 4 _ TYPICAL ANCHORS: SEE ELEV. FOR SPACmN Q 4� WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fu-tn K9I, Fy.756 KSH)t AND TRANSFER THEM TO THE BUILDING STRUCTURE NGTH ' 2-3/4' = r INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) J oQ () THRU 18Y BUCKS INTO CONC. OR BLOCKSCIt 25 o 1-3/4' MIN. EMBED INTO CONCRETE (HEAD) maa 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) S 33 r�1 114" DIA. ULTRACON BY 'EI CO' (F.-in KSI. Fy-165 KSI) u a M a DIRECTLY INTO CONC. OR BLOCKS V)4 r ' W 0 4 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) F- m W 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) ;ieQ 0 j n = J 0 1/4" DLA SELF DRILLING SCREWS (Fu-120 KSI.Fy-90 IM) g V y 222Q555 Jg W I o INTO MIAMI-DADE COUNTY APPROVED MULLIONS n vi�q 1 OR INTO METAL STRUCTURES (HEAD/JAMBS) ai (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ TYPICAL EDGE DISTANCE yl = C R W INTO CONCRETE ANDBLOCKS - 2-1/2" MIN. Ii INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. o I 3/8' MIN. <`�H WOOD AT HEAD OR JAMBS SG - 0.55 MIN. rL11 4 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN: 19 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. o HARDENED o R 3 POURED h DENED I i a o 1i © RICH STRENGTH GROUT I I ANCHORS MAY BE HEX OR FLAT HEAD. <m fe-sm PSI MIN. e 10 MUUSTBTRANSFER SHEAR O �.-,T-T- ``��Jp�•! ��': I 2 LOADS TO STRUCTURE LOAD BEARING I 1_I_ I 10 2 NO SHIM ALLOWED TU591 $ � --._.. GROUT) F� yy I. � ', a oPTKxuL ��ee�•. CONCfiEI'E'•. .: .• !. IW I7- 02 _ S K5I IMN.'. •• `RYPICAL ANCHO(t5 CONCRETE• i' .. �nWr q� TE OP : drawing no. EDGE DST. FOR SPACINGSEE S'ICSI LAIN.'. 1. SEE TMIELEVATOI 'iii •�I. 1Wl 4-30 EDGE DISC FONC R SPACING rfyHayCS y4 sheet 2 of 8 • ... ..• .. .. . • . .. •. . ••• . .. z y . . . • . . . .. . . . TYPICAL ANCHORS . • ..• • • • • • • 0 " SEE ElEV. . . . .•• .•• o�FOR SPACING � t • • ••• • .., ggg�111 ap� . . . . . . . . goo CONCRETE .. . . . . . ... .. 0 MASONRY- EXT. 4' 1BY �==1Ull_ WOOD BUCKLi Q b 01 1/2•MAX. 0 LOAD BE-AM SHIM N 1 N n J O_ FLUSH BOLTS/PHOT ^ .. © SEE SHEET 5 OD ' FOR DESCRIPTION z O Q M TYPICAL ANCHORS, •. 11 261 WOOD BUCK TYPICAL ANCHORS O MSEE ELEV:..'.'.. STRUCTU SEE ELEV. Z N N FOR SPACING 9 7 19 19 , FOR SPACING 3w TYPICAL ANCHORS u IL FU'y' I I I I FOR SPACING c O m H U I 1 I I _ ^ I I I I g �N}v I I 1 I LN a w-M. CORC MASONRY EXTERIOR EXT. EXTERIOR 3 D.L.O. 3 METAL STRUCTURE FINISHES LOCKS 3/6' (SEE SPEC ON SHEET 2) BY OTHERS 3 POINT SENTINEL SEE SHEET 5 LOAD BFARING K LOCK SYSTEM FOR DESCRIPTION SHIM O F 69 15/16'MAX. 12 f5 LEAF WIDTH 1/2'11AX. 72'MAX 1/2'MAX. 8= LOAD BEARING, DOOR FRAME MOTH _ —LOAD BEARING, SHIM IgM ar m �s c� 8f PS MtQODCf MEVLgBg � � n � r�a'Pb�+.w w E7orW. _ 70562 � k ble _ 0 �St. (. `�� t '. OF '• � drawing no. COP,-` W 14-30 • ... 0 000 . . . . . . . . . . . 2.000-1 4.000---�{ • TI 40-.855 /A 7- II • I��( IY I _ 1.�T • • �. • • I Z g 3 I .125 `"i .l ..• 40500 15• • • .050 1.365 1.750 3.000 4.000 A6R 1 23B • • ••. , , 1 X 2 • 1.238 . Q�' Qi 078 ja 1 FRAME HEADER 12 ••• BI01;GRAS •910P •.• 0 W 8 a • • aa-= 094 185 LEAF TOP & BOTTOM RAIL i -f -�-( _ 803 •050 1.365 1'�_ .oso 1.36s _ Q W r-3.875 I _ .144 � O u FRAME HEADER COVER .125 o7a 2.100 _ m t3 EXTERIOR GLASS STOP Q i v JUJ n 2030. .915 .128 1.878 J 0_ .062 ,125 499 s PANEL STILE (STD.) v �� .753 .062 i 0 Q M Z to 3.860 1.770 2 THRESHOLD 6 LEAF ALIGNMENT CUPa v m Z K 2.000 1.095 2 N J & CnW , A y (n�0 F7.000 050 Q 1 0 421 8.000 M. y r`-�Tr2 078 PRODLCEREVISEO ole 2 THRESHOLD COVER O JAMB SNAP COVER Qid` elk Faaw. N• -lIl •OZ o��+ gig co Al LL� S U� 3g X4.461 .g 2 9 �{.906 y .078 1.445 O 1.000 � g� o<<m� 4.000 LEAF HI-PROFILE BOTTOM RAIL 0.562 1.1os /_0 11 v L L .062 1.750 i + j _J` Y:•• Rs6•'•-• i _ $ n g 375 --i.1.346 Fes- 1 1.810-i �3.000---� O drawing, no: i W14-30 3 FRAME JAMB BOTTOM RAIL SWEEP ADAPTER 19 FLUSH BOLT BLOCK • , . . 0 see . .. . . . . . . . . ITEM PART/ REQD. DESCRTPTTON ]IATERIAL MANF./SUPPLa R/RSNARSS �U 1 SNMI 1 FRAME HEADER 6063-T6 SM'SELECTED EXTRUDER to SIW902 1 FRAME HEADER COVER 6063-T6- SEW SRECTED EMRUfiEER , 2 SWI904 1 THRESHOLD 6063-T6 Q STY _ • •t .W, 4 Z 2A SIW905 1 THRESHOLD COVER 6063-TB• 9N"aIrED EKT9JWj2 7d' 3 SD4BO3 2 FRAME JAMB 6063 SIW-TB SELF • • .• •., 4 SIW805 2/PANEL LEAF TOP h BOTTOM RAIL 6063-T6 SIW •SELECTED D(RUDER ��R HF-AD ER a 4A SIW814 1 H-PROFILE LEAF BOTTOM RAIL 6063-TS SIW SELECTED EXTRUDER 1 S SIW908 2/PANEL LEAF STILE - 8063-T6 SIW SELECTED EXTRUDER 4 6 SIW807 AS REOD. LEAF ALIGNMENT CLIP 6063-T6 f, •• ..• 7 SNT808 AS REDO. JAMBS COVER 6063-T6 SIA SELmTwwEXVUDQi • • .. Q Q V l�q B SIW809 1/PANEL TOP a BOTTOM RAIL SWEEP ADAPTER 6063-T6 SIW •• • •. j .pa�. CRL DOOR CLOSURE e rySl W<< 9 W23201 AS READ. FW SEAL PILE W'STRIPPING POLYPROPYLENE L�RAFAE• • • • • ..• •.W �•-� V O 10 1104-5601-9 AS REOD. W'STRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL Z-.;7 y04 q O 11 QWS21 AS READ. COMPRESSION W'STRIPPING O-LON SCHLEGEL Qaj C 12mm SIW512 AS READ. INTERIOR GLASS STOP 6063-T5 SIW SELECTED EXTRUDER OftQ Q Z 12A SIW540 AS REDO. INTERIOR CLASS STOP SOVARE 6063-T5 SIW SELECTED EXTRUDER iu 13 SM13 AS READ. EXTERIOR GLASS STOP 6063-T6 SIW SELECTED EXTRUDER 13A SIW541 AS READ. EXTERIOR GLASS STOP SQUARE 6063-T6 SIW SELECTED EXTRUDER Q QQ d O 14 5530 AS REDO. INTERIOR GLAZING CASKET(OLIROMETER 7015) SANIDPRENE CENTRAL.PLASTICS 15 5531 AS READ.- EXTERIOR GLAZING CASKET(DUROMETER 70f5) SMTOPRENE CENTRAL PLASTICS TO 16 16 X 1/2' AS READ. GLASS SP SCREWS SELF DWLING - AT 6'FROM ENDS& 14'O.C. }9 .M`_• I 51i J O 17 112 X 1-1/2' AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL HWH SMS _ S`�' J 16 112 X 1/2' AS READ. FRAME ASSEMBLY SCREWS ST. STEEL jFH MS ' TOP DOpR IL 19 19 SIW521 - FLUSH BOLT BLOCK 6063-T6 I SIW SELECTED EXTRUDER I g- 20 - 2/LITE SETTING BLOCKS.AT 1/4 POINTS EPDM DlJ<ROMETER 8315 SHORE A O M '� FLUSH BOLT Ztnc! W N PHOT STILE Z U DOOR HARDWARE <06 N 3 POINT NICKS AT LOCK STILE FLUSH BOLT �•U m.� g xN} n 3 POINT SENTINEL LOCK SYSTEM(W5110-STATC6) BY'ASHLAND' WITH 3 Lp ACTIVATING H4NDLE AT 36'FROM BOTTOM FASTENED TO STILE WITH I SO Nn (2) 110 X 1/2'MACHINE SCREWS AND NUB i� ;_-•_ TOM D99— o HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD .__ AND SILL - 1/2-DU. BULLET TPS SHOOT BOLTS CONNECTED TO LOCK WITH -- 5/16'DU.THREADED RODS U FLUSH BOLT AND PIVOTS AT PIVOT SELF Nllb FLUSH BOLTS(EBR-1202) BY'SULLIVAN h ASSOC.' aw PROODCf REVISRQ °g MANUALLY OPERATED LEVERS AT 27' FROM TDP AND 3 R O 12'FROM BOTTOM ACTIVATES FLUSH BOLTS PROTRUDING p �CN. 1/2'INTO HEAD AND 3/8'INTO SILL IoM T(S••bz u 1/2'DIA BULLET TIPS FLUSH BOLTS CONNECTED TO LEVERS WITH 5/18' DIA THREADED ROD.. __ CRL 105 DEGREE HOLD OPEN ADJUSTABLE SPRING POWER OVERHEAD - � � 2 CONCEALED DOOR CLOSER'S'PACKAGE(/CRL.8770S)BY•C. R. LAURE?NCE' j CONW c°R o 8 ATTACHED TO HEADER WITH(4) 1/4-20% 1-1/4'PFH MACHINE SCREWS. {1 .° BOTTOM PIVOT ATTACHED TO FRAME SILL WITH (2) 112 X 5/8'SELF DRILLING UU u° $- SCREWS c m" ELECTRICAL FUNCTION IS NOT PART OF THIS APPROVAL CRL CLOSURE WIT IV T```1111111111YTS,,, + SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8 n 'SCHNEE-MOREHEAD 5504'SEAM SEALER. -�:• '*= � .. 9 OF drOwing n G•, ' 'ASNIEEA`V sheet 5 of 6 17 4.V • ,e 2'x 1.2"X.15* '• i • • i i ALUM • ' •• •• Z q m 3 PLATE • • ••• • • • • � O k �D � • i �` U 000 • • • • • ,W F3/8 THREADED ROD \� • O • • • ••• •• • � v 0 Lit 1 i • • • s • • • • %u ACCESS HOLE 9C� •• • • • • • •• ••• T o I - - 3/8'NUT 1-1/2'X 1-1/2' X 1/8' G Z ALUM ANGLE / - ST. STEELU.Z p / WASHER a s I LEAF TOP/BOTTOM CORNER FRAME TOP CORNER c p a M 3W � j r�V a Vz agm00F 8 ��r e 2'x 1.2'x .15' ACCESS HOLE ALUM PLATE —3/8 THREADED ROD ��/�" �:` '�•� �\ • ; Me F1e1fA �,�,o 1 i \ -tl •O1 2 W F Q i 1s a�m� 3/8'NUT / .. n N ST. STEEL S WASHER <m u .� •'vicJ►�.!.!I1 �PeiisF'• (2)/12 X 1-1/2'SMS b i AT ALIGNMENT CLIP FRAME BOTTOM CORNER : ,'• OF '•�. drawing no. '• . ��'.� W 14-30 LEAF BOTTOM CORNER