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WS-18-2260Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-8-18-2260 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Issue Date:10/01/2018 Parcel Number PermitStatus: Approved Expiration: 02/27/2019 Project 326 NE 92 ST, Miami Shores , FL 33138 1132060136470 <NONE> Contacts NATALIA LEYVA 326 NE 92 ST, MIAMI SHORES, FL 33138 (786)877-3666 Owner AMERICAN STORM PROTECTION (305)264-0446 Contractor NATALIA LEYVA 326 NE 92 ST, MIAMI SHORES, FL 33138 (786)877-3666 Applicant Description: IMPACT WINDOWS & DOORS REPLACEMENT 13 WINDOWS & 6 DOORS Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee $22.20 $4.35 $2.90 $7.40 $290.00 $9.00 $29.60 Total: $365.45 Valuation: $ 37,000.00 Total Sq Feet: 380.00 Payments Total Fees Credit Card Credit Card Amt Paid $365.45 $315.45 $50.00 Amount Due: $0.00 7 Inspection Requests: 305-762-4949 Inspections: Inspection Type Framing Building Final Review Building Permit Received By Date Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the aboveryamed cont to to do the work stated. Authorized Signature: Owner / Applicant / Contractor (T / Agent Date October 01, 2018 Page 2 of 4 Qualifier Name: State Certification or Registration #: CGG /5/32, 74 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 7 9O, O 0 Square/Linear Footage of Work: 3 i 0 tom! Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition ct C- t- LA I 1 t O l..J Cold C i t0 a { L° e 1 c u" i i i../j G) c-c',D cs Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION EBUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: ?,`L ., NE E 61Z f//- i r'vitt ; City: Miami Shores Folio/Parcel#: I — 32O 1 —° i' b y 7o Occupancy Type: Load: County: Construction Type: ''FB��C 20 Master Permit No. U1IIN 1$^22//bO Sub Permit No. ❑ REVISION 0 EXTENSION 0 RENEWAL EI CHANGE OF 0 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS S `10 Miami Dade FL '3i3E Zip: Is the Building Historically Designated: Yes Flood Zone: s3i38 NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): tv Q4a I ' ' — C y V `'l Phone#: 8 6J 27 7 - 34 (o4. t 1Z S1 Address: 3 2 City: Ali iG w,, State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A v (;. C a v 3 T`O i jYl �'D1'Pc' /� Phone#: 05 C/ 3 Address: g-7 90 AJ W (' s - 70 3 City: <"t f Ct !/%'l I Agin ��jState::+ ( L-- Zip: 3 3 / 4 ,b J o.'i ct -I4- 4 15 o d (1 V2 2 Phone#: 3oS3 -cps/if Des( ription of Work: LJ i Ackp..J Specify color of color thru tile: Submittal Fee $ S l Q Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ - ' (Revised02/24/2014) Bonding Company's Name (if applicable) 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. Signature OWNER The foregoing instrument was a owledged before me this -St- day of i9 VS vS F , 20 / e , by /Ilia'/q. LEI va , who is personally known to me or who has produced % 1 I5 L as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this o*(oZ day of A Ugc2S% �ONo►��narJ /3od4 ?OeZ, who is personally known to me or who has produced as identification and who did take a oath. NOTARY PUBLIC: Sig Sign: OCAiti\'Pri I ��(� G Print: APPROVED BY -w Seal: ;<►1"'S9".: INATAUE HERNANDEZ ;,,; I COMMISSIONS' GG 230408 :;x = '`= EXPIRES: June 19, 2022 os11..`. Bonded lbwNotary Pub cUndeiwRUe(s ,20 /g ,by h.Gl—c,Z Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 016831 Local BusinessTax Receipt Miami=Dade County, f 'of:Florida. -THIS ISNOTA;BILL -DO NOT PAY • 7236034 BUSINESS NAME/LOCATION ASP WINDOWS AND DOORS CORP It 8440 NW 64TH ST 3 MIAMI FL33166 m1. RECEIPT NO. RENEWAL 7522017 EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER j 4 pa+Y + SEC. E OF BUSINESS Ef e AMERICAN STORM PROTECTION CORD '.196 GE AL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR C/0 JONATHAN RODRIGUEZ • f CGC151 k74 1•Wrxker(s) IP 10 T e i'4 ` $75.00 07/06/2018 #'• a CHECK21L18-059723 This Local Business Tax Receipt onlyconfirms a P payment of the Local Business Tax. The Receipt is not a licens ;+w„F, ,.s permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental r or nongovernmental regulatory laws and requirements which apply to the basin's. 1 1 - ,The RECEIPT NO. above must be displayed onFall commercial vehicles - Miami -Dade Code Sec 8a 278 For more Information, visit www.miamidade.aovhaxcollector RICK SCOTT: GOVERNOR 'JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA• �} DEPARTMENT /\r*!1Uw��.�� _ ,_"� _ 1`.4 . a.. FESSIONAL REGULA TION'r 44. CONSTRUCT ON‘INDUSTR E GE THEGENERAPS " ' `�� b �tACTOR . E El_N lSCERT P"PROVIi19t OOF CHER 4�89 FCJRID ' .. .ram • •, ,�` y ' r. ,L-33166 r ' ' 11GENSE UMBER:' CGC15;132f74 ; ... ' .1 EXPIRATIONrDA GUST 31, 2020 . Always verify.licenses,online at MyFloridaLicerise.com, 4 SING BOyARD. E UNDERTHE' �' ‘STA1 UTES i _M F r } { 4. ;t•r ,,., �:S t f Dom ot alter�this document i rm:' nan fo This ismyour+ license.;Itis unlawful.for anyone other than the -licensee he-licenseeto usr eo�thrt, isdocr'-utema.. earnY t• ., w'.. t Ar`,-v ;1 s4 r i i a er r/. .enrfr' ,� rty.*rA' # 4k4 p` ~ { . ,1. ' F'P.3 / .-' ' ti { a. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose fqr this inspection, is for the verification of conformance with Product Approval (NOA). Ack o ledgem ual fier/Owner Signature 6-23-1 S oicz4a•ft)l— Date Print Name WS�fi� =2z-o PERMIT#: 'i''.'._,t.-..t^ - 3261 Miami Shores VillageFaml DA I E APPROVED :,; BY :::— EDcyV— ' TO CCMPUPNCE WITH ALL. SUBJECTL STATE AND CCUN`iY r3ULES AND REGULATIONS SIW 200 Series Horizontal Roller 20 17-0717.03 52-7/8 x 50-3/8 View from Outs Yew from Outside 0 X 0 TES 18 Natalie Leyva E 92nd Street hores, FL 33138 37-1/8 x 72-1/4 17 SIW 300 Series 77-1/2 x 71-3/4 Picture Window SIW 300 Serid7-0717.01 Picture Window �\ 17-0717.01 52-7/8 x 50-3/8 SIW 200 Series Horizontal Roller 17-0717.03 MOW. rtilirgreSS SIW SGD Series i0 48 x 100 (max panel) 17-0717.06 59-3/8 x 78-7/8 XO Bedroom SIW 400 Series Casement - Hinge Left - 17-0731.05 36-7/8 x 38 hinge left SIW 400 Series Casement Hinge Right 17-0731.05 36-7/8 x 38 hinge right SIW 500-9 13 Hinge Left (39x108 max) 17-1115.01 33 x 79-5/8 WIL Hinge left L View from Outside Egress Bedroom Egress t--�JSIW 400 Series I� Casement SIW SGD Seriel0 Hinge Left 48 x 100 (max panel) 17-0731.05 17-0717.06 36-7/8 x 50-3/8 59 x 79-3/4 Hinge left XO Bedroom SIW 400 Series Casement Hinge Left 17-0731.05 36-7/8 x 50-3/8 Hinge left SIW 400 Series Casement Hinge Right 17-0731.05 36-7/8 x 50-3/8 Hinge right O O L QI�! Picture Window tG� 17-0717.01 SIW SGD Series 600-11 42-1 /4 x 71-3/4 0d r 17-0717.05 120 x 76-3/8 XO LOW SIL RISER Front Door Plastpro Fiberglass FL-15210.3 Left Hand Active with Two Sidelites 115-3/4 x 78-3/4 72" doors SIW 300 Series SIW 400 Series Casement Hinge Left 17-0731.05 36-7/8 x 50-3/8 Hinge left Bedroom SIW 400 Series Casement •••• • • • •••• a Ay, 24 Series -Horizontal Rolle• 1� • X 01 • •17 bt17.03 • "3Ei'-T/8 x 38 • X .••. •• • • . • • O sills 200 Series• •• • •tliaritonial Roller • • 1-?17.03 •.. •: 36-3/4 x 37-3/4 • IIIL • . • • • •• • X • • • • •• • • • • •• • SIW 200 Series 0 Horizontal Roller 17-0717.03 36-7/8 x 38-1/8 iewfrom Outside y 1011196.101011 Hinge Right SIW SGD Serier"s`°o'0 17-0731.05 48 x 100 (max panel) 36-7/8 x 50-3/8 17-0717.06 Hinge right 59-7/8 x 79-7/8 XO O •. • • . • . • •� • • • • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: > Aer+crAr'Srvm,..WoADDRESS: 32ca NE 9 l PROJECT:6cAKAlit 1.--tlyc' hkarni City EXPOSURE " C 3 313 - WIND VELOCITY = 175 MPH State ZIP ROOF SLOPE > 10 0 Zone 4 Pressures (PSF) Roof Slope > 10 Roof Ele (ft) 15 17 v. Tributary Area (Sq. Ft) 10 40.1_ 43.5 41.0 15 39 42.4' 40.0 20 38.3 41.7 39.2 25 37.7 41.1 38.6 30 37.2 40.6 38.1 368_ 40.2 37.7 40 36.5 39.9 37.4 45 36.2 39.6 37.0 so 35.9 39.3 36.8 44.5 43.4 42.7 42.1 41.6 41.2 40.8 40.5 40.2 20 22 25 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 46.1 43.4 47.1 44.8 44.9 42.3 45.9 43.6T 44.2 41.5 45.1 42.8 43.5 40.8 44.5 42.2 43.0 40.3 44.0 41.6 42.6 39.9 43.6 41.2 42.2 39.5 43.2 40.8 4L9 39.2 42.8 40.4 41.6 38.9 42.5 40.1 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 28 30 35 40 45 50 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 49.6 46.2 50.2 47.7 48.4 45.0 48.9 46.4 47.6 44.2 48.1 45.5 46.9 '43.5 '47.4 448 46.4 42.9 46.9 44.3 45.9 42.5 46.4 43.8 45.5 42.1 46.0 43.4 45.2, 41.7 45.6 43.0 44.9 41.4 45.3 42.7 51.7 49.1 50.4 47.8 49.5 46.9 48.9 46.1 48.3 45.6 47.8 45.1 47.4 44.7 47.0 44.3 46.7 43.9 53.2 50.5 54.8 51.4 55.8 51..9 49.2 53.4 50.1 54.4 51.0 48.2 52.5 49.1 53.5 50.3 47.5 51.8 48.4 52.7 49.7 46.9 51.2 47.8 52.1 49.2 46.4 50.6 4d7.2 5L6 48.8 45.9 50.2 46.8 51.2 48.4 45.5 49.8 46'.4 50.8 48.1 45.2 49.5 46.0 50.4 55 60 52.8 51.5... 50.5 49.7 49.1 5 48.1 477 47.3 57.3 53.8 58.3 55.9, 52.4 56.9. 54.9 51.4 55.9 54.2 506 55.1 53.6 49.9 54.5 53.0 49.4 54.0 52.6 48.9 53.5 52.2 48.5 53.1 51.8 48.2 52.7 Zone 5 Pressures (PSF) Roof Slope > 10 Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 25 30 35 40 45 50 15 40.1 39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 53.7 51.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 55.0 52.8 51.3 50.1 49.1 48.3 47.6 46.9 46.4 20 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 56.9 54.6 53.0 51.8 50.8 9 49.2 48.6 48.0 22 43.4 58.1 42.3 55.8; 41.5 54.2 40.8 53.0, 40.3 51.9 39.9 51.1.. 39.5 39.2 50.3 49.6 38.9 49.0 25 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 28 45.8 44.6 43.7 43.0 42.5 42-0 41.6 413 41.0 61.3 58.9 57.2 55.8 54.7 53.8, 43.0 52.3 51.7 30 46.2 61.9 45.0 59.5 44.2 43.5 57.7 56.4 42.9 55.3 42.5 54.4 42.1 43.6 41.7 52.9 41.4 52.2 35 47.7 63.8 46.4 61.3 45.5 59.5 44.8 58.1 44.3 57.0 43.8 56.1 43.4 55.2 43.0 54.5 42.7 53.8 40 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 45 50.5 67.6 49.2 64.9 48.2 63.0 47.5 61.6.E 46.9 60.4 46.4 59.4 45.9 58.5 45.5 57.7 45.2 47.0 50 51.4 68.9 50.1 66.2 49.1 64.2 48.4 62.7 47.8 61.5 47.2 60.5 46.8 59.6 46.4': 58.8 46.0 58.1 55 52.8 70.8 51,5 0 50.5 66.0 _49.7 64.5 49.1 63.2 .48.5 62.2 48.1 51.2 47.7 60.4 47.3 59.7 60 53.8 52.4 51.4 50.6 49.9 49.4 48.9 48.5 48.2 72.0 69.2 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 67.2 65.6 FIGURE 1 64.3 63.3 62.3 61.5 60.8 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. 1.- 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORAIIION! • • • • • • • • • OOOOO 7. NO PORTION OF THIS DOCUMENT MAY BE USED OReREPRODt)C 15:IN:AhlY : •• : • • 6. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10• SET fg2T111•I:ERF t data 10-02-13 drawn by: M.F. REVISIONS: no date by description checked by: H.M. ..DWG NO. 1 SHEET 1 OF 1 • • • • • • • • • • • AL-FI1RO0•Q CORrPOR•AleldN: gOlGIIsaRS kitoboT DEtgeoolv ENT 9360 Sunset Dr. Suite 220 MIAMI, FL 33173 • • • • • • • • • TEL. (305) 264-8100 FAX. (305) 262-6978 • • • • • • • • • • • ZONE 4O ZONE 5 Ca • • •• •• • • • • • • • • • • • • • •• •• FLORIDA OSPARTreINT O: Business Ocali OFFICE OF,THE' SECRETARY BCIS Home I Log In I User Registration I Hot Topics Product Approval USER: Public User c+:s Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Links I Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity FL15210-R6 Revision 2017 Approved 0 OBPR HOVE Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies ABOU1 OHM OBPR DIVISIONS CONTACT OBPR Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 •• ••• • . • • • •• • • National Accredotabion and • • •. • • • • • Quality Assurance Contract Expiration Date •• •: ///1/70:8:•: •. Validated By " '• • Ry'drl J. King' P.t. • • Certificate of Independence • ••• • • • • • • • • • • •• • Referenced Standard and Year (of Standard) ••• • • • • ••• Management Institute Q Validation Checklist - Hardcopy Received • ••• • • • • • • • • • • • • • • • • FL 152 `0 .R60 Cpolii(a3 Cr rtificate of Independence.pdf • ••• • • • Standard $S-rM p1l9 • • : • @Stl :3283 : . : :' '3Sfrob6,31. :' ': ASTM D638 Year 1996 1999 1998 2003 Equivalence of Product Standards Certified By Sections from the Code ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R6 Etc uiv (a) Equivalency of Standards.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved gummary of Products 08/13/2017 09/18/2017 09/20/2017 12/12/2017 2004 2005 1995 2005 1994 FL # Model, Number or Name Description„ 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 II (b) Inst 15210.1.p_d_f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b.) Eval 15210.1.pdf Created by Independent Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 RR II (¢) Inst 15210.2.M Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use In HVHZ: Yes • • • • • • • • Installation Instructions I Fk15210.6 II (b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes • : '1.: ; Impact Resistant: Yes • • • • ••• ••• ••• •Design Pressure: N/A • • • • • • • • Other: See INST 15210.3 for Design Pressure Ratings, any , V4riCect By: Lyndon F. Schmidt, P.E. 43409 •: cte4ted by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.3.pdf additional use limitations, installation instructions and product particulars. • ••• • ••• Created by Independent Third Party: Yes • • • •,•_ • • # • • • • 15210.4 • • d. Smooth/Wod4 raiQ/'Whitlinaod• Grain/Rustic/Mahogany Series 0 Fiberglass Door •6'8 'Yrrpaeto"blazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • • • • • jt1stillatibn Instructions • • • • • L1':21b0 • 6 II (b) Inst 15210.4.pdf • • • • • • • • • • •',Verified BY: Lyndon F. Schmidt, P.E. 43409 C'reaated by Independent Third Party: Yes Design Pressure: N/A Other:See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL15210. R6 AE (b) Eval 15210.4.pdf Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.5.pdf Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ:`Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 IQ II (b) Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created:by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.6.pdf Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.7.pdf Created by Independent Third Party: Yes 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any " additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 RE II (b) Inst 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6. AE (e) Eval 15210.8.pdf Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes . • • •' • • • • Design Pressure: N/A •. . • •. • •• • • Other: See INST 15210.9 for Design Pressure Ratiigs; acy••• additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 (}e$tegl'iiy Independent Third Party: Yes En"ation Reports F11ii210 RR5 AE (b) Eval 15210.9.pdf ereSteiiby Independent Third Party: Yes • ••• 15210.10 • ••• j. Smooth/Woad Crairt/White;W8od . • Grain/Rustic/M"garViSdriers•O : i Fiberglass Door• • ••• • • • 8'0 7ntatt";0paque Fiberglass Single Door - Outswing, (X - Cony eretionp • • Limits of Use Approved for use in HVHZ: Yes •.• • • .. • ..F.L1S210•R6 Approved for use outside HVHZ: Yes ; : ' . : •: Impact Resistant: Yes • • • • • • Design Pressure: N/A • • • •• • • • •• . • . Other: See INST 15210.10 for Design Pressure Ratings, any Installation Instructions L (b) Inst 15210.10.pdf elied EV: Lyndon F. Schmidt, P.E. 43409 •Creeted by Independent Third Party: Yes rjraIL ttiati4n Reports FL15210 I� AE (b) Eval 15210.10.pd_f additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 I Q II (b) Inst 15210.11.a Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 EQ AE (.) Eval 15210.11.pdf Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 Rif 1 (b) Inst 15210.12.pdf Verified.By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports a FL15210 R6 AE (b) Eval 15210.12.pdf Created by.independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.13.pdf Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: •N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 (�) Inst 15210.14.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third'Party: Yes Evaluation Reports FL15210 R6 AE fb) Eval 15210.14.a Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT•M an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressti?e ft t n4,'iny•• additional use limitations, installation instruttions i d QICZiu:t : particulars. • • • • • • •• ••• .• • Installation Instructions FL15210 R6 II fb) Inst 15210.15.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ft1:21•0! 6 AE (e.) Eval 15210.15.pdf Omitedb y Independent Third Party: Yes . : • • r a• ••• •.•••• • • �• • • •• • • • • •• •• • •• ••• • •• •• • • • • • •• • • • • • • • • • • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooiripht 2%07-2043 Sjat%ofilariay:: privicv Statement :: Accessibility Statement :: Refund Statement • • • • • • • • Under Florida law, email addresses are public records. If y:u dotiot waft "dire-mae address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phow or Ijy tAgi:on�l ill. Ilyou I�avewp questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012•Itcensees licegsedyp erC gpteg, 55, 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: Credit Card Safe 1i'CUl i1\':\1f-7K1C,:' •• •.• • • • • • •. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • a ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING 'IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance wfih the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). • •• • 2. Proguct ancag itguAt as listedpnd spaced as shown on details. Anchor embedment to base material shall • • • b• beyond wall dressing or stucco. • • • • i • •VrQi n used in.t1;elltAli this product complies with Section 1626 of the Haida Bulding Code and does not • • require an impactresistant covert%•• • • • • 1 • +Nh•n used'ararreas+c•rtside of the Wd IT•equiring wind borne debris protection, this product complies with FBC • •;scjions 1609'l.2 t RLQT.2.1.2 an cip tlequire an impact resistant covering. This product meets missile • Jevd1 "D" and includes Wind Zone as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. •• • • • • • • 5. For ax stud cotgruciiryr.anchoring pfstt units shall be the same as that shown for 2x buck masonry • • • c•rrtruction. • • • •b • Sidecondrfions ttlatd•viate from the detaissof this drawing require further engineering analysis by a licensed • • engineer or rAgt&iddchitect.• • • • • • • • h • oslwving configuo ias meet water tnl1fratttsn requirements for `HVHZ". All other configurations do not meet the water infiltc jigri irements 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. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# 1 Typical elevations, design pressures & general notes 11 3-Point lock detais 2 Door panel details -- 12 3-Point lock details 3 Sidetite panel detais 13 Buck and frame anchoring (XX) 4 Lite frame details and glazing details 14 Buck and frame anchoring (OXXO) 5 Elevations 15 Astragal details 6 Horizontal & Vertical Cross Sections (2X Buck) 16 Astragal details 7 Horizontal & Vertical Cross Sections (1X Buck) • 17 Astragal details 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 18 Components 9 Horizontal & Vertical Cross Sections (Direct to Masonry) 19 BB of materials 10 Vertical Cross Sections (Thresholds) 152.0" MAX. OVERALL FRAME WIDTH 74.0" MAX. OVERALL ~ 37.5" MAX. FRAME WIDTH FRAME WIDTH 1.5" --1 _ FRAME HEIGHT (INSWING) 81.13"MAX. OVERALL FRAME HEIGHT (OUTSWING) ~' 1E11 1 _ 1 -I x III, ;fa e ® I! 11 I. x 0 0 Bazaro XX -=4'..'-" .."MAX r, FRAME.L DIMENSIONi' a' "r,. '.' F , 1, SWING - `' #r. +. _ DESIGN PRESSURE (PSF) t _' C.'t-... 4:-..-.�.".I CONFIGURATIOiJ ' ..;_: Is.,.:: ENDURA ASTRAGAL -DIPASTRAGAL COLUMBIA ASTRAGAL <POS.•-' NEG. -POS. - NEG. . POST-. .NEG.-:1 XX 74.0"x82.0" INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 74.0"x81.13" OUTSWING +60.0 -60.0 +60.0 -60.0 +50.0 -50.0 OXXO 152.0"x82.0. INSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 152.0" x 81.13" OUTSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 See sheet 2 for hardware design pressure IrNta1ons na v._N L. O h RR Ir 0. r.n N ^ 2 DA1E02/1B/ 2 Deka N.T.S Dw0. BY: JK air. et LFS DRMMRIO N0. FL-15210.3 SHEET 1 OF 199 z z 0 m e N 0 a 8 0 pee gm* •• • i• ••.••• • • • •• • 2 • • • • ••�•• ••• •• • • • • o ••il•• • • • ODOOR PANEL Pkutpro Fberglass o.r HINGE STILE (LVL) EXTERIOR INTERIOR °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE HARDWARETABTE `MANUPACNRER KWIKSET KNOB: DEADBOLT: 74.46 SIGNATURE SERIES SIGNATURE SEttIES (980) MAX. DESIGN.:-. PRESSURE'(PSn ±60 SCHLAGE KNOB: DEADBOLT: 7' SERIES (FM) '11" SERIES (660/62) ± 60 PAMEX LEVER: FMB SERIES DEADBOLT: FD7 SERIES ±60 HOPPE MULTIPOINT LOCK LHS9000 3-POINT TONGUE ± 50 ENDURA MULTIPOINT LOCK TRILENNIUM 3000 (3-PT) ±60 See sheets 8 and 9 for multipoint lock details. INTERIOR FOAM CORE (POLYURETHANE - ( _: 1.9 PCF MIN.) EXTERIOR rt ig o F. Nym •— W W O FIBERGLASS SKIN a , (0.12S' MIN. THK.) ' .p h g BOTTOM RAIL (COMP.) o C)VERTICAL CROSS SECTION BATE: 02/16/ 2 SCAM N.T.S DM. BY: JK anc ■r LFS NMWNO NO.: FL-15210.3 sroir 2 of 19 • • •• • • STILE (LVL) • •• • • • • •• • •• • • • • • • • • • • • • • • •• •• •• •• • • • • • • • •• • •••• • • • •• • • • •• ••••ram • • 2 • _ • •• • • •S • • • • 0 • • ••• • ••F„ • •••• • s • • •••• OHORIZONTAL CROSS SECTION 3 35.75 DOOR WIDTH D OSIDEUTE PANEL 0.4" INTERIOR EXTERIOR HBERGIASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) °VERTICAL CROSS SECTION ?m ee 00 v4N x08 O 6n h hW cm < ^ DATE: 02/16/ 2 Sfi4E. N.T.S DWG er JK aec eft LFS DRA ND Ho. FL-15210.3 SHEET OFiy Drawb Qs\R-15210 (2017)'R-15210.1- .dwg, 4.3 8 20.50" MAX. D.LO. WIDTH 24.27' MAX. FRAME WIDTH • • • • • 1 5 MAX. • QLA•WIDTH • • • • ti • • • • • • •• 0 •••F• 0 w = 3 O 0 t.' • 50 r • • • • .4,2S' • • • flYPel • • •006011FRAME . • • • • • 24" MAX. FRAME WIDTH f- Lfr • 1 • • • ..•• ,. . .••t U ••tea. •-1 . • •• • •• • • • •• • • • • ••• (TYP.) • t RSL LITE FRAME 5/8" GLASS BITE STRUCTURAL SILICINE (DOW 995) Er. 1" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" SAFLEX6PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS ALUMINUM SPACER NON STRUCTURAL SEALANT #7-19 X 1-3/4" PPH SELF -DRILLING SMS GLAZING DETAIL ANT. G1 UIEFRAMETAbLE :< MANUFACIJRER MAX LIESIGN fRESSURE(r3F) ODL ±75 RSL ± 60 D(T. 1 /7' GLASS BITE 1-1 /4" OVERALL THK. GLASS 1 /8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1/8'TEMPERED GLASS 1/7 NON -GROOVE WAGGLE w/ DELCHEM#80 POLYSULFIDE 1 /8' BACKRLL #10 X 1-3/4" PPH WOOD SCREW INT 0 GLAZING DETAIL 0EAT. FRAME STRUCTURAL SILICINE (DOW 995) OEXT. FRAME 0INT. FRAME A6)IN►. FRAME A7 SCREW CAP a az n M\i Q 0 0 Z RAC 02/16/ 2 SCALE. N.T.S. CAW. Sr: JK aac BY: LFS ORAWM6 ND.: FL-15210.3 SHEET 4 OF 19 i 0 0 5 ea 0 0 9 • g •• • 9. • $•• 5 • • • 2• N • I• • 1 a 6 c • • • • • • .... • • • • • • • • • • • • • • • • • • • • ••.• • • • • • •• • • • • •• • • • • • • • • • • I� • • • • • • . 1 /- 4 l�l'I ♦ e eU X / \ \ / / \ 4 D • • • • 0 ELEVATION (XX) 00 / • ;ICI / D . 1 \ / / \ Ark 1117 ©011k vvv 4 e \ / / \ 4 \ \ / \ • 4 1/ 4 ...?1(1 lisg- 1111 N •; 00 ELEVATION ►OXXO) e e 0 a Cr " z otn O m Q cc a a�Zt 0 o. nro NNN z 8cc RR cc zz �n w CNI < ^ ale 02/16/12 sr -E N.T.S ower JK ooc. ar LFS DRAWING No.: FL-15210.3 SHEET 5 of 19 U m re 0 0 v 0 O 0 1,11 Bpi , 0 Ir Ili INTERIOR iv/ fiiiiiiii; i O • Q EXTER 0 FMB. P. •O • • 0 • HORIZQWIL2ROSS SECTION. • Outswing shown*. Inswing tso g pprd►ed • • • • • • •••• • • • • • •• •• • • • • • •• SEPNOTE 1 • • • • • •• • • • • • • •••• • •• • • • •• • • • • • • • • • • • • • •• •• • • Note: 1. Sidelte assemby screws located 6" from top and bottom then 5 more equally spaced (7 total). 2. Sparing for item 1:3" from each end and @ center Me (3 total). C VERTICAL CROSS SECTION Outswing shown (Inswing similar) EXTERIOR • • •• C :- , - • !.. ., - l'ir - ,y4,.. „ A „ , \ 0 Vii0 O 11)r O O6 HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved Shown with 1 X reinforcement INTERIOR SEE NOTE 2 z U INTERIOR !fit EXTERIOR ()HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved 0 VERTICAL CROSS SECTION Outswing shown (Inswing similar) INTERIOR EXTERIOR ©0 0 O : AIM oiW SERE 1 IIII 0.15' C-SINK Uri 1-1/4" MIN. EMB. (TYP.) 44 HORIZONTAL CROSS SECTION 6 Outswing shown (Inswing simile) C 11. 3a a a z Oy Ny o r^ nw re N NN p N EiW Es. 6 v�1 E. ^Mo N ^ w1:02/16/12 mu c. N.T.S MRO. av: JK c0K. en LFS DRAWING NO.: FL-15210.3 sNrFr or ® 2012 R.W. BUILOINB CONSULTANTS INC. 2 dy u• • • • ro 4•.•• 11 • ¢• • •I •••• s • d 1 s R b s` Note: 1. Sfdeffe assembly screws located 6` from top and bottom then 5 more equally spaced (7 total). 2. Sparing for item L: 3" from each end and @ center line (3 total). 0 0 0 0 0 • • •• •..• •-•.• .• • • • •• • • •• • • • • • • • Outs wintshoyin (Inswing similar) • • •••• 00 0 Ili !11e1r7 • • e • EMIL ire. • • r • • • 1-1/4�IRT INTERIOR • EXTERIOR SEE NOTE 1 Shown w/ iXsub buck C)HOR1ZONTAL HORIZO1�1At CROSS SECTION CROSS SECTION Shown w/ IX sub -buck Outswing shown (Inswing similar) 1-1/4" MIN. EMB. (TYP.) CVERTICAL CROSS SECTION Shown Outswingshown (Uuw ng similar) EXTERIOR INTERIOR CVERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) N 0 z 0 rn GUE:02/16/ 2 SCALE N.T.S ar JK GIc es: LFS onh4 NO. FL-15210.3 slim 7 or _a z e m 02016 fi.W 15210 (2017)\A.-15210. Note: 1. Sidelite assembly screws located 6" from top and bottom then 5 more equally spaced (7 total). 2. Spacing for item L: 3" from each end and @ center line (3 total). e00 9 • is •®IIII• .0 F• • • © • • I iiir• 1.. IRAfr.• INTERIOR I1t1� ii • ' • 0 v • 1 l-1/4" MIN. EMB. (TYP.) Y i i 1 s" I 6 EXTERIOR C)HORIZONTAL CROSS SECTION Shown tswi g rect to Masonry g similar) SEE NOTE 1 1-1/4" MIN. EMB. (TYP.) 0$ 22 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) CIVERTICAL CROSS SECTION Shown Dshown sh t�Mn�ng similar) OVERT1CAL CROSS SECTION Shown Outswln�town to(Inswing similar) tt 2 5. 2 Z O z 0 Z DATE: 02/16/ 2 scaE. N.T.S MO CONSULTANTS INC. Dora BY: JK m' CRC. BY: LFS DRAWING w_ • FL-15210.3 a CVERTICAL CROSS SECTION Shown Direct to Masonry Outswing onyw/ 4-9/16 jamb Double Door Only (N/A w/ Sidelites) Note: • • • 1. Side�ite assembltsbrrvistbcated 6" (pa and bottom •• • • 4hira5 more equafy spaced (7 tot • • 2. SpdcIng for item L: 3" froln each endand 0 center Ilne (3 total). • • • • • • • •• • • 1 • •• • •• •. • Y 0 •e •• IS\N\\ • •• • • • • • • • • • • INTERIOR • 0 0 • I®)\\\\\\ 1-1/4" MIN. jjjjjjlll)� EMB. (TYP.) 0 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 49/16' jamb Double Door Only (N/A w/ Sidelites) EXTERIOR 55 VERTICAL CROSS SECTION Shown 9 Outswing onyw 6-9to jamb 0 11 fI 011111 . 0 INTERIOR © 0 l-1/4" MIN. EXTERIOR EMB. (TYP.) 22 HORIZONTAL CROSS SECTION 9 Outswing Directnw 6-9/1166 lamb SEE NOTE 2 EXTERIOR \�� INTERIOR 66 VERTICAL CROSS SECTION 9 Shown Masonry Outswing w/ 69jamb INTERIOR 0 O IRE" CD 0 II EXTERIOR 0 SEE NOTE 1 1-1/4" MIN. EMB. (TYP.) 09 33 HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16' jamb a 0 W 2 M N n 2 0 \� IJ m \tio 0 z DATE 02/16/ 2 sa,c N.T.S or10. BY: JK 01K. ar LFS • 2 n z DRAM o w., FL-15210.3 n SNErr 9 or 19 in • • a • 9 • • • ,~• F�q e S INTERIOR EXTERIOR © 0 000 IPA. PAP ® . BM. 4211 • •• •• • • .•••• • • • • • • • •• •• • • • • • INTERIOR, • • • • • • VERTICAL CROSS SECTION Inswing shown • •• • • • • • • • • • • • •• •• • • •EIXTERIOR • • • • ••• • ••• • • 0 • ▪ f •..•• 000 NOTE 1. Spacing for item K: 6'trom each end and at centerline. • • • VERTICAL CROSS SECTION Inswilg shown • • 0 CD 0 NOW VERTICAL CROSS SECTION Shown w/ ADA threshold INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswing shown INTERIOR Pr 00 SEE NOTE 1 � 0 VERTICAL CROSS SECTION Outswing shown EXTERIOR 17 0 a ti 88 �1? ZO as � N n M N Z DAM 02/16/ 2 Ste. N.T.s ors:. a JK enc. er: LFS owrrnc FL-15210.3 SHEET 10 of z 0 rn 2 2 OO 2 m a • a 0 ei • 0 • • VC • • S •• • • • gt • • •• • N • • > • x rl • •• a • •• • 4 • • • (lit• • •• • • • _ •• • • • • • • •• et •• • • • • • • • ID • • • • • • • •• •• • •• • • • • ••• • • ■ • • • • • • • • •• • _'-••• • • • • • • • •• • •• • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • 2 • • • • • • MANUAL RAISED TONGUE GEAR SYSTEM 22 HOPPEMULTIPOINTLOCKSES HLS90003Point longue" 1" 0MINNOWS ova PLATE 0' 0 OLATCH AND DEADENS STRIKE PLATE Tongue system STRIKE JAMB o. IC on na N 08 00 S CL wj N ^ Z ave 02// 2 sr N.T.16S • en JK N z 0 fN are er LFS OPA•INO NO. FL-15210.3 sir 11 OF 19 F • •• • • • • • • •• • •• •1 ••••• • • • u • • • • • • • • 8 / • • • F. • • •• •• •• •• 1 •••• • • 1 • • • • • • • • • • • •• •••• • 1 •••• b • • • G: •1 •••• 1• • •• N • • • • • • •• • •• • • • • C{ •••• • • d• • •••• 1 i 1 I 1 i i a0 ENDURA TRIENNIUM 3000 3 pt. Lock ASTRAGAL STRIKE DETAIL Z$ CL 0 0 a W 3-POINT LOCK DETAILS vee 08 z 0 In �.z w el E.,' O O z our: 02/16/ 2 WAIL N.T.S DWG. Fre JK CHK. •M LFS m z z 0 DRAWING No. - FL-15210.3 ro searjzal9 n V • 9 • o• E • �• a• • S • a t 6 5p MASONRY OPENING • II•••• • BUCK AltleXD2IOG •• •• . •• • • • • • • • •• • •••• • • • • • • • •• •••• • • • • •• • • • • • •• • •• • • • e•••• •••• • • • • •••• CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the mit edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge dIstonce to mortar joints. additional concrete anchors may be mqufed to ensure the " AX. ON CPMER' dimension are not exceeded. 3. Concrete anchor table: 1. ANCHOR ' :9YPE edge AN ANCNOR ; SIZE_., : .,.rM1N EMBEDMENT MIN. CLEARANCE `,TO MASONRY -i ... � EDGE -T.. MIN. CLEARANCE: ?O ADJACENT::: ' [� ANCNDR r1w TAPCON• 1/4" 1.1/4" r 4" ELCO • ULTRACON 1 P / i•1/4' i' t" Ihr TAPCON• 3/14' 1.1/4 AS SHOWN 1.1/r WOOD SCREW INSTALLATION NOTES: MaRhtaFh a mhhkwm 5/B' dbtance 1"en•4, 4,-. ,,- i r ^ ^ •^^^r'V• ^r wood screws to prevent the spHtkrg of wood. 4-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 9) MASONRY OPENING FRAME ASTRAGAL STRIKE JAMB 2X BUCK ( 11 3" 7" MT) f ( )Y 7" INN II O 2X BUCK O1X BUCK ODIRECT TO MASONRY TYP. HEAD & JAMBS TYP. SILL II SEE DETAIL 2 4-9/16" JAMB 6-9/16" JAMB 11 DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 9) — SEE DETAIL 1 FRAME ANCHORING XX DETAIL 1 Astragal throw bolts at the threshold (Oufswing) SEE HINGE -- 3. DETAIL fTYP.) 1 •o g ^O LATCH B DEAD BOLT DETAIL DIRECT TO MASONRY E. IX BUC 1 2X BUCK HINGE JAMB DIRECT TO MASONRY 1 X BUCK 2X BUCK DETAIL 2 Attach astragal throw bolt stele plate to frame as shown DIRECT TO MASONRY 1X BUCK 2X BUC HINGE DETAIL Inswing HINGE DETAIL Outswing DETAIL 1 Astragal throw bolts at the threshold (Inswing) a r w na 00 N N W P.i b N Oo Lua r. h w n .. DAM 02/16/12 SCALE, N.T.S DWG. BY: JK CHIC BY LFS DRAWING NO.: FL-15270.3 SHEET j OF 199 • • • • • • MASON OPENIN 2X BUCK •• • • • • •• MULUON Y • 11 O _ TYP. HEAD _ & JAMBS 11 11 11 I II _ _ 7. to • • • • •• • • • • BUCK ANCHORING • • • OXXO • • • • • • • • • • •• •• • • • • • •• •• • • •• • •••• • • • • • • •• • • • • • • •• • • • • • • • • • • • • •••• CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor bastions noted as WAX. ON CENTER'mustbe octlusted to muiduh the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: • •• • • • • •• ANCHOR TYPE ANCHOR .SIZE :- ` ..1/4" ' MIN fMBC-0MfNT MIN, CLEARANCE TO MASONRY MIN. CLEARANCE . TO ADJACENT-= ITW • TAPCON 1.1/4" 2" 4" ELCO • ULTRACON 1/r 1.1/r 7--- r mN • TAPCON 3/16 " 1.1/4" S" 1-1/2 WOOD SCREW INSTALLATION NOTES: 7. Maintain a minimum 5/8• edge distance, fend ditance, a I' o.c. spacing of wood screws to prevent the witting of wood. .) r T a ASTRAGAL STRIKE JAMB )� rile.) f 3" y (T,/P.) — (TYP.) — r( �) f 3" (TYP,) II''.II — O 2X BUCK _ O 1X BUCK ODIRECT TO MASONRY _ TYP. HEAD d JAMBS _ 1I — _ 0 O TYP. SILL 1I:II II III SEE DETAIL 2 it TYP. MULUON —' III II 1I _ 6-9/16" N _ JAMB DIRECT TO MASONRY — JAMB (TYP.) (SEE SHEET 9) —' g F a LATCH: DEAD BOLT DETAIL DETAIL 1 Astragal throw bolts at the threshold (Inswing) SEE DETAIL 1 FRAME ANCHORING OXXO HINGE DETAIL Inswing DETAIL I Astragal throw bolls at the threshold (Outswing) HINGE DETAIL Outswing \%%%%%% %utN// YP.) `�01 :( • s o z SEE HINGE DETAIL (TYP.) y�I 1 HINGE JAMB DIRECT TO MASONRY 1X BUCK 2X BUCK DETAIL 2 Attach astragal throw bolt strike plate to frame as shown CC zO 0 O a J 0 N z O (n cc ny aQ n"�no N ^ Z e+ 02/16/ 2 =LE N.T.S arc- BY: JK arc en LFS DIMINO Na.: FL-15210.3 SIW 14 or 1s 0 201 z R.W. BUILDING CONDULrANTG INc. R s • F• §• �• • E' • • 1• 1 0 • • • • 0.5" i-- 3.5" 11.25' 19.38" 21.38" • •• • • • • •• • •• • • Y • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • •• • • • • • • • • • • • •• •••, • • 1+75"•• •• ••• • • • • • •• •• • •� • • •• • • •• 0.06" 65 ASTRAGAL DLP 31.88" 0.478' 00.346" 0.975' K 0 1 ASTRAGAL SCREW LOCATIONS 3.99" —^� 1 0.478" 00.335" —1 '""�iiiii-II 00.168" 66 CONCEALED STIFFENER 31.88" 11.25" 19.38" 21.38" OS" --2" 3.5" L o gIl I 20.0' 1_ 1 6: WOE BOLT ROD Typ. top & bottom of astragal top through 1.98' bottom through 1.98" o: zg CO a00 1 CO W a. le Tm o n"t 00 N�� 8 .0n ,r) n N Z DATE 02/16/ 2 N.T.S rms. ar: JK cHr. en LFS DRA'MNO No.: FL-15210.3 SHEET 15 of 19 t,) 2 0 1n 0 2012 R.W. BUILDING CONSULTANTS INC. S' 3• •• uuCy • • 2 • • .• •• E'• Q • • • 0 • a.. 1,3 sl • •• • • • • • •• • • • • •••• • •••• • • •••• • •• • • • • • •• •••• •.•• • • •••. • OI • • 0.75" 5.5" 33.125" 7' 15" 30' 41' DEAD BOLT (THRU HOLE) LATCH (THRU HOLE) 32.75" 21.75' -- 0.75" 1.75" f 6.75" -- • • a>>2 •.,per • •� • • • • •• •• •• •• • • • • • • • •• • •••• • • • • • • •• •••• • OALUMINUM ASTRAGAL By Columbia VIEW 0-D Aluminum Astragal Assembly 6'-8"ALUMINUM ASTRAGAL ASSEMBLY By Columbia 00 FLUSHBOLTRETA►NER Top / bottom Aluminum 6063-T5 20" �— FLUSHBOLT ROD Steel a 1 7 2 llllNu glryy/ -n 3 ; 6` ." s�M � �o zd 0ATE02/16/ 2 SCALE N.T.S olc Em JK ow. eye LFS DILUTING NO_ FL-15210.3 steer ) 6 of _a 0 0 0 i 0 m a N a 2 2 • • • • 2.75" 3.75" OI 5. DEAD BOLT (THRU HOLE) 33.12S' LATCH (BOND HOLE) 10.75' — 18.75" -- 26.75" -- 250' —^i f�- 26.50" — 18.50" —10.50' --- 2.50" • • • • • • • • •• • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • •• •• • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • •• • • • • • • • • • • • • • •• • • • • • i� ALUMINUM ASTRAGAL By Endura Products olI4 6'-B" ALUMINUM ASTRAGAL ASSEMBLY By Endura VIEW A -A Aluminum Astragal Assembly 19.63' ��- 0 • 73 SUDEBOLT ROD MATL' Steel 3.63" 71 BOLT RETAINER MAIL: 9-3/4" Aluminum nWI \^ W of ^�o N'-Z WE: 02/16/ 2 stce N.T.S Bx% Br JK ark. BY: LFS DRAWING Na: FL-15210.3 sw 17 oF19 i f z • 0 0 5 0 N 0 0 4 s 1! 00 22 u g • • • • • 1 • 1 • 8 OUISWING THRESHOLD DLP (QOSR) 32 OUISWING THRESHOLD DLP (0091) • •• • • • • ra • • • • • •• • • •• • • • •• 66r • ``YY• OWISWING THRESHOLD• Tatum (ZSedesT • • • • •• • • • • •• • • • • • • • • • • • • •• • • • 5.625• • 36 INSWING THRESHOLD India (ZSeries) OUFSWING THRESHOLD Columbia High Dam (581) 4.7' 3i OUISWING THRESHOLD Columbia (575) 38 INSWING THRESHOLD Columbia 4.56" 37 INSWING THRESHOLD DLP (SCS( 4.56" >n 0 2.13' OPOLY FIBER JAMB Plasfpro 4.56" zv f-•-- 2.36" I--- 22 OWOOD JAMB 7 WEATHERSTRIP Endura Force S 4.56" 2.5",i T 0 OUTSWING SIDEUTE ADAPTER 7' 39 INSWING SIDEUTE ADAPTER 29 ADATHRESHOLD DIP 0 :47 ODOOR BOTTOM SWEEP 0 U 0 K n 0 Z MATE 02/16/ 2 SOLE: N.T.S DNS. BY: JK OK BY: LFS Dw•Ilo rma FL— 15210.3 WELT 18 or 19 2 • z 0 0 d 0 0 O aumerne Prepared 'By: ewaut- R�(/ Lyndon F. Schmidt °kr�OIpDw • -``�` P.E. No. 43409 ,//// 1��tt %% llll II Jale YY BUILDING CONSULTANTS. INC. ��/ P.O. Box 230, Valrtco, FL 33595 Phone No.: 813.559.9197 FBPE C.A. No. 9813 BILL OF MATERIALS 66 CONCEALED STIFFENER ALUM 4.: •.• ITEM ■ DESCRIPTION MATERIAL 67 SLIDE BOLT ROD ALUM •:.- C: A 1X BUCK SG >= 0.55 WOOD 70 ASTRAGAL BY ENDURA ALUM 2XBUCK SG >= 0.55 WOOD 71 BOLT RETAINER (9-3/4") ALUM = 1 qB C 1/4" MAX. SHIM SPACE - 73 SLIDE BOLT ROD STEEL ' D 1/4" X 2.9/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 80 ASTRAGAL BY COLUMBIA ALUM 40 . i''.• MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 81 FLUSHBOLT RETAINER ALUM ., ''........... E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 82 FLUSHBOLT RETAINER ALUM «o F #8 X 1-1 /2" PFH WOOD SCREW STEEL 83 FLUSHBOLT ROD STEEL G 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 88 2X REINFORCEMENT SG >= 0.55 WOOD V H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/7' PPH WOOD SCREW STEEL L #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL PRODUCT: PLASTPRO INC. FIBERGLASS DOOR m o o N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1/4" X 2-1/4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POIII(T "TANGUE' MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 22 MUL41POINT STRIKE PLATE (TONGUE SYSTEM) STEEL • •• • • •2i LATCFTATeDEADBOL=STIjIA" `ATE (TONGUE SYSTEM) STEEL ' LATc1-1LATE • • STEEL � -, }m • • • • .28 DEADB L MIKE PLAT& (SECURITY) STEEL , n ** wN 9 8 6 t• o S k a a "' 0 iii • • 29 ADA THRESHOLD • ' • ALUM• • • 311 OUTTS�WING THRESHOLD ALUM/WOOD • • OUSOIN&IliRESHOLT3 • • • • • ALUM/WOOD • • •32 OUISWINGIHRESHOLO ALUM/WOOD • • • •38 OUTSWING THRESHOLD • • • • ALUM/COMP 3.4 OUNIINGJI RESHOLd • • • • • ALUM/WOOD • • • •-4i OUTSWItIG SIDEUTE Al A% EE VINYL 36 • • INSWING THRESHOLD • ALUM/COMP • • • • •37 INSWWINTFR�AHOLD ALUM/WOOD • 38 INSWING414RESHOLD • • • ALUM/COMP 1 • • • •3P INSWINGSIDELITE ADAVIER : VINYL N. n n ,,� le o DO8t P NEL•- SEE DOOR PANEL DETAIL SHEET FOR CON ON DETAILS SIDEUTE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS ""z 55 #10 X 1-1/2" PFH SCREW STEEL war: 02/16/ 2 57 BACKING PLATE STEEL 58 #8 X 7' PFH WS STEEL sic: N.T.S. 60 MULTIPOINT STRIKE PLATE STEEL Dwa. Br, JK 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL cox. ar: L.FS 65 DLP ASTRAGAL ALUM DRAW= NO.: FL-15210.3 S,EM,L of 19 i 2 ( 8 0 0 3 m a 0 N R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL-15210.3 August 10, 2017 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior boor Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Scope: Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door inswinglOutswing -"Impact" Product Evaluation report issued by R 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 inany 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 structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction; anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL=15210.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the'"HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.3 for size anddesign pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 TEL 01391846 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2. Miami -Dade NOA 17-0712.05 16-0314.11 3. Drawing No. No. FL-15210.3 4. Calculations Anchoring ASTM E 130D Glass Load 5. Quality Assurance Test Standard. TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Materials Saflex PVB Interlayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by �& •• •.. strai _�. �,•• RW Building Consultants, Inc. (CA #9813). : ,tovSCH:i�r�y1P ii le RW Building Consultants, Inc. (CA #9813p • • 4.• • .48V • • • s . Lyndon F. Schmidt, P.E. Prepared by • Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories • . No 43409 : Certificate of Participation issued by National Accreditation and Manage:nstt ; " • * • • Institute, certifying that Plastpro, Inc. is manufacturing products within aip13 lityi • • e. • . assurance program that complies with ISO/IEC 17020 and Guide 53. • G • • 41 % t.#i FS .,L.p p.• •� • • Sheet 1 df 1 • •• • • • • • •• ••• • •• •• • ••• •. • • ••• • • Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan,, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 9/18/2017 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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, including the High Velocity Hurricane Zone. !DESCRIPTION: Series "200 StormSafe"_ Aluminum Horizontal Sliding Window - L.M.I.,I APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2, and 3 through 8 of 8, dated 04/24/07, with revision F dated 05/03/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tie!ot33'le $t the.fequtst of Me Building Official. This NOA revises and renews NOA No. 15-0102.111 anilio: s:4st! c t i page 1 and evidence pages E-1 and E-2, as well as approval document mentioned abrove. • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED • ••• • •.• •• • . •• • • • • • • •• • • • • •• • • • • • •• • • • • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315:2590 F (786) 315-2599 www.miamidade.Qov/economv • • • . • . • • • • I. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • • : NOA No. 17-0717.03 'fixpiiafion Date: August 01, 2022 Approval Date: August 10, 2017, Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-66-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5te Edition (2014), dated 12/29/14, withrooiciondated (16/01/IS and updated to the FBC 6tn Edition (2017) on 06/30/17, pregareclSy A -1a4 Arporation, signed and sealed by Javad Ahmad, P.E. ••• •. • • •. , • •• •OO• 2. Glaring complies with ASTM E1300-09 • • • • • • • • • • Manuel , P.E. • • • • • . • • • Product Contr aminer • • • • • .• •• ' • '• . • •NOA No. i7-0717.03 • '•.. Ezpiraiion Date: August 01, 2022 Approval Date: August 10, 2017 FA-. 3 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 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. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM C793- PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated 06/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-STW-14-017F, dated 09/22/14, issued ,by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.01) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) G. OTHERS 1. Notice of Acceptance No. 15-0 .01i iskeddto SiV Impact Windows, LLC for their Series "200 StormSafe" Alumint 1Qri2ont$1$lic1tig Window — L.M.I.", approved on 06/18/15 and expiring on 08701/1•l.' •• • • • • • • • • • • • Manuel ez, P.E. • • • • • • • Product Cont ,II�' xaminer • • • 1 • • • • • • •• • • • •• •• • • • • • • • • • • • NOA N 7-0717.03 • • • • • Expiration Date: August 01, 2022 Approval Date: August 10, 2017 :rr•. • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • n 8 74" WINDOW WIDTH 6' MAX. HEAD/SILL CORNERS 12" MAX. HEAD/SILL FALSE MUNBNS SURFACE APPUED 1 1 — 11 11 11 11 11 11 11 11 11 11 — LL 11 11 J a 6 p — r.41.> 1 1 m n I1 1 1 11 1 — µ rT — µ a a 11 II II II II II OPTIONAL 32 1/2" 0.L OPG. 37 1/8' VENT WIDTH 32 1/2" D.L OPG. ADDL. ANCHOR AT MTC. STILE ENDS SEE SHEETS 2 THRU 4 FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND 1 LDILD TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDRK)NS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 6" MAX. WINDOW WIDTH 8• 12" MAX. HEAD/SILL CORNERS A O I HEAD/SILL FALSE SURF WINDOW HEIGHT 69 5/8" I VENT HEIGHT 66 7/8" _ — J ci — — — 1 II II IIII II ® I r II % I II nliL: II II II co e I p II __ II Iv I I • II I I II •ii••tf II II II •'�j'' — — • it • I I I; I 24" I I I F; 49 1/4" i I h•�••• , 24" • • • • • • i D.L OPG. 28 5/8^ D.L OPG. • • • 28 5/8" • • • •11 • • • D.L. OPG. Ate- ANCHOR ENDS_ —TYPICAL ELEVATIONS', FOR CAPACITY THESE WINDOWS ARE RATED FOR LARGE & SMA11 MISSILE IMPACT. SHUIIIJtS ARE NOT REQUIRED. JUL0 =' 2017 PRODUCT REVEWD as complying wilt lte Fledd. DuildiogCode N1 Accellmwe No 1 "071% E rat Date 22 By Miam ode rodlwtComiW • • • • • •• • raIV MUNDNS ICE APPUED NAL 111 1117 �P•' �EN� • ••• ••. •• • • •• COMP-ANLlW07-28 .: •II • • • • A •o •all • ±o • Z co �J ••••115• c.,,ZU Y • .• ao N. • • r • • In s I[) J N0LA -ci •• • • • • • • • •• 8 drawing no. W07-28 sheet 1 of 8 • • • • • • • • • • • • • • • • •• • • • • • • • • • • m 1/8" ANN. GLASS .090" Interlayer r Safles Clear And Color Glass �By 'Eastman Chemical Ca.' SIUCONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 38' GLASS TYPE 'A' 11/32" OVERALL 3/16" H.S. GLASS 090' Interloyer ['SentryGlos 1 By 'Kuraray America, Inc.' F-3/16- H.S. GLASS illargith 0 1 rlriji GLASS TYPE 'C' 16/32" OVERALL SILICONE OOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' 0 'z 3/16' ANN. GLASS 090" InterI ,er Safles Clear And Color GIG' 1 By 'Eastman Chemical Co.' f_3/16' ANN. GLASS SIUCONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'B' 15/32" OVERALL 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" H.S GLASS .090" Interloyer r Trosifol PVB By 'kuraray America, Inc.' 1/8" H.S. GLASS 1/4' X 1/4" ALUM SPACER GLASS TYPE 'D' 11/18' OVERALL GLAZING OPTIONS SIUCONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES 6" HEAT STREN'D GLASS I 090' Interlayerj Trosifol PVB By 'kuroray America." Inc. OR I —.._ 090' Interlayer Safles Clear And Color Glo By 'Eastman Chemical Co.'" 3/16' HEAT STR D GLA55 SILICONE L OLow cORMNG 99 GLASS TYPE 'E' 7/18" OVERALL AT 1/ POINTS ON UTES WIC DER THAN 36" JUL PRODUCT REVISED uc camplyiv6 whh the Fiertds Building Code , •DID Acceptance No • E Dade By M mni • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • l z • 1g'r O � a oQ a ••4.11g2 'am •Q'ii�� F • •< • N 0 3 ZJ 1 a 0 • • •= fis 4 d ON t JN k V J O • • • ••to gl3W ar •••••��1"'�o 1 • 0 u.10., • • reC 1:,...j :15 � v •• • • • e • • • • e • • • • • • • • • • • • • • • • • • • • • •••• • • • • • 0 a 2 0 ,s. drawing no. W07-28 eheetl.lof 8 • DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) i IR l c°Dv n W/O STffi. REINFORCING 8119 STEEL REINFORCING WINDOW DIMS. GLASS TYPE •A• GIB 'E' J• TYPES •D• I GLASS TYPE 3' GLASS TYPE '• C GLASS TYPE 'C' • (1/2W) (1/2W)i / 5 1 •AC FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) TEL (305) 2e48100 FAX. (305)282-5978 z a U • WIDTH HEIGHT EfT.(+) INT.(-) IXT.(+) ANT.(-) EXr. + PAT. - DR.(+) INT.(-) IM.(+) INr.(-) 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 38' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 24" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH XO OR OX • •••• • • • • • • • • • • • • • • • • •• •• • • • • • •• • • APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE' GLASS CAPACITIES ON THIS SHEET BASED ON ASTM E1300-09 (3 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ``\\51111,I It.' E 11 •, 2017 Jl: � otanplyin Ps PRODUCTREVISEOwith the Fbrida 1 BuildioE Codc M •' Acceptance No. •071 •0.3 Expiation Date 2 =� 5•.•F.....pt..- 7S a ONA`� • • • • • • • • • •• • • • • • •• • ••••N. • ••• • • ARE SEC. GUSTS) I1I 77j,'' '•'fJ'� � - �= EDF ' �� •�` 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 80' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - -� 72' 48 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - r • •4R • ♦ti". iiEO • 110 Tat g SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561):274-092 3.:5615 24:9,62 84' - - - - 70.0 70.0 - - - - 90' - - - - 70.0 70.0 - - - - 96' - - - - 70.0 70.0 - - - - 24' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' - - 70.0 70.0 70.0 70.0 80.0 100.0 -14 - 48" 60' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 60' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - 70.0 70.0 - - - - 24' - - - - - - 80.0 100.0 - - 36' _ _ - _ - - 80.0 100.0 - - 48' 72' - - - - - - 80.0 100.0 - - 60' _ _ - _ - _ 80.0 88.0 - - 72' - - - - - - 77.9 77.9 80.0 100.0 26-1/2" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - ,revisions: nol date I by I description UPDATED To 2010 FBC GENERAL RENSDN (3 1 ' 8 53-1/8' 26 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2' • 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37• 70.0 70.0 70.0 70.0 ' 70.0 70.0 80.0 100.0 - - 53-1/8' 38-3/5� 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/6' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 50-5/6' 70.0 70.0 70.0 70.0 70.0' 70.0 80.0 100.0 - V.1 O. g Ti f2 C s g $ g 84" - - - - 70.0 70.0 - - - - 9o• - - - - 70.0 70.0 - - - - 96' 1 - - - - 70.0 70.0 - - - - W 26-1/2' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - �`---.5 4. Y Nf 37" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8' 63• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 70.0 70.0 80.0 94.2 - - 84' _ _ _ _ 70.0 70.0 _ _ _ _ 26-1/2' - - - - - - 80.0 100.0 - - 37" - - - - - - 80.0 100.0 - - t drawing no. "O7_2O 53-1/8" 74 - - - - - - 80.0 92.7 - - 74" _ _ _ _ _ _ 73.5 73.5 80.0 100.0 WITHANCHOR urt snee: 2 Of S� • • • •• • • • • • • • • • • • • •• • • • •• • •• • • • • • DESIGN LOAD CAPACITY - PSF (X0 OR 0X SIZES) WINDOW DIMS. W/0 STEEL REINFORCING WITH STEEL REINFORCING GLASS TYPE 'A' GLASS TYPES 'B' & 'D' CLASS TYPE 4 •C' GLASS TYPE 4 •C• WIDTH HEIGHT IDD.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) ANT.(-) EXT.(+) INT.(-) 54' 63' 72' 81" 24 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 54' 63' 72" 81' 36' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70A 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54' 63' 72' 81" 48 70.0 70.0 70.0 70A 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54' 63' 72' 81' _ 60 - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54' 83' 72' 81' 72 - - - - 80.0 97.8 - - - - - - 80.0 I 88.1 - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 76.3 80.0 100.0 55-1/2' 79-3/4' 83-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70A 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2" 79-3/4' 83-1/4' 38-3/8' 70D 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - 70.0 70.0 80.0 100.0 - - 55-1/2' 79-3/4' 83-1/4' 50-5/8' 70.0 70.0 70A 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 55-1/2' 79-3/4' 83-1/4' 63' - - 70D 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 95.0 - - 55-1/2' 79-3/4' 83-1/4' 74" - - - - 80.0 92.3 - - - - - - 73.6 73.6 80.0 100.0 - - - - 72.0 72.0 60.0 100.0 (I/3W) 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WI1H ADDL ANCHOR AT MTG. STILE ENDS APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • •• • • • • •• • •• • • ••• • •• ••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 JUL 0 t 201? PRODUCT REVISED as compl5lug with Iho Florida Building Code 11 Ao cpOtoce No '0 . 7 R' ExD'Wino Dar ` 1� ltlllllt\ .N Q *Aikr „rE 1. li "6N-Al11 ; Nis• 15 0 0 0 0 ry 3 B 0 U drowing no. W07-28 'sheet 3 of 8 ) • • • • • • • ••• • •• ••• • ••• • •• •• ••• •• • ••• • ••• • DESIGN LOAD CAPACITY - PSF (I0I UM) ' WINDOW DIMS. 1T/0 STEEL REINFORCING WITH STEEL REINFORCING CUSS TYPE 'A' GLASS 13. TYPES & 'D' GLASS TYPE 4 'C' GLASS TYPE * 'C' WIDTH HEIGHT IXL(+) INT.(-) DR.(+) INT.(-) EXT.(+) INT.(-) DO.(+) INT.(-) 72" 84' 96' 108" 24, 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 98' 108" 36' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84" 96" 108' 48' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 84' 96' 108' 80, - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108" 72• - - - - 80.0 100.0 - - - - - - 80.0 92.5 - - - - - - 80.0 84.1 - - - - - - 77.9 77.9 80.0 100.0 74' 106-1/4' 111' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 38-3/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100,0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 108-1/4" 111' 50-5/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111" 83' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 94.2 - - 74' 106-1/4" 111' 74' - - - - 80.0 96.1 - - - - - - 75.6 75.6 80.0 100.0 - - - - 73.5 73.5 80.0 100.0 (1/3W) (10W) (1/3Y/) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX WITH AD0L ANCHOR AT 1HG. STILE ENDS DESIGN LOAD CAPACITY - PSF (I0I SIZES) WINDOW DIMS. W/0 STEEL REINFORCING WITH STEEL REINFORCING GLASS TYPE 'A GLASS 'IT TYPES & 'D' CIASS TYPE * 'C' GLASS TYPE 'C' * W10111 HEIGHT EXT.(+) INT.(-) DO.(+) INT.(-) DR.(+) ANT.(-) DR.(+) INT.(-) 72' 84' 96' 108' 24, 70.0 70.0 70.0 70.0 60.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 96" 108' 36' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96" 108' or 70.0 70.0 70.0 70.0 80.0 100.0 - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 60, - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84" 96' 108' 72" - - - - 80.0 97.8 - - - - - - 80.0 88.1 - - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 76.3 80.0 100.0 74' 106-1/4' 111' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.D 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 38-3/8" 70.0 70.D 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 50-5/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 63' - - 70.D 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 98.5 - - - - 70.0 70.0 80.0 95.0 - - 74' 106-1/4' 111' 74- - - - - 80.0 92.3 - - - - - - 73.6 73.8 80.0 100.0 - - - - 72.0 72.0 80.0 100.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. WITH ADDL. ANCHOR AT AUG. STILE 1NOS • • • • • •• • • AZ m 0FZ b W M 4 81: w oo� 04,21 •- • IL•z- • .__•__ 5 ••• • a b • • • • •••• •• a,N • • • • • • 1,.,%IN • • • • • •t JO •a••• 'u1 m • • •• •• •• ',!is OQM€ 00 • • • • 'x 3w m • • • • .• ¢=itg ••• 6 • i-000 t • • • Q,0mr • • • • •• • •• }t • • I tit• 11 < S •• icei W -Niy too o W NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 :JL G PRODUCT REVISED es complying with the Florida Building Code Aompmnce No / /?•O Expi atioa Date Ry k1ani Odds 0 C 0 a �Y1 I 0 er C 2 0 4 (sheet 4 of 8 18Y WOOD BUD( TYPICAL ANCHORS -SEE ELEV. FOR SPACING EDGE DIST. O 0 14 0 H11 II 11 �I r>a 0 APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 TYPICAL ANCHORS SEE ELEV. FOR SPAONG FrMIAMI—DADE COUNTY APPROVED II MULLION & MULLION ANCHORS 1I SEE SEPARATE NOA i1 I EDGE DIST. I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYUC SEALANT. WEEPHOLES: Wt = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. (4) UNDER FIX. UTE AT 18" 0.C. W2 = 1-3/4" X 1/4' WEEPHOLES WfTH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. (3) UNDER FIX. LITE AT 16" 0.C. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSIEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.• • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UITRACON BY 'FLCO' (Fu-177 KSI. INTO 2BY WOOD BUCKS 0R WOOD STRUCTURLS• ! • 1-1/2" MIN. PENETRATION INTO WOOD• • • • THRU 1 BY BUCKS INTO CONC. OR MASONRY " • • • • • 1-1/4" MIN. EMBED INTO CONC. OR,MASONV DIRECTLY INTO CONC. OR MASONRY • •• it •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY t t 14 Sus OR SELF DRIWNG SCREWS (GRADE : DRsr INTO METAL STRUCTURES • • • • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) : • ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) • • • • • • y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED), 1 •• • •• ••1 •• • • •• •• • • • • • COMP-ANL\W07-288IW) 112 $MS OR SELF DRIWNG SCREWS (GRADE 2 ORS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL _EDGE DISTAN('.F INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD. SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD. SILL 0R JAMBS Pa = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. JUL 0' 2017 PRODUCT REVISED as complying with the Florida Building Code Accept.. No Z7�T•a3 Expiration Date III • • • 1 /8") 0 Q N 0 8 u • • • • • • • • • • • • • • • • • • • • • • • • •••• • • 0 8 A f. drawing no. W07-2o. (sheet 5 of 8 1/4. MAX. SHIM METAL STRUCTURE (TYPICAL ANCHORS L SEE ELEV. FOR SPACING I/4" MAX. SHIM METAL STRUCTURE a VENT WIDTH 2X3 FOAM PAD AT TOP & BOTTOM VENT WIDTH -SCREEN OPTIONAL OPTIONAL TO SPRING LATCH #8 FH SMS 2/ LATCH 19 REINFORCING BM READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE OPTIONAL TO SPRING LATCH #8 FH SMS 2/ LATCH REINFORCING BAR READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH I/4' MAX. SHIMS VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING aa gr IBY WOOD BUCKS XOX LAYOUT MIAMI-DADE COUNTY APPR,D CUPPED MULLION� SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH • WIN.. re DTH • • •• • • • • • • • •• • • • • • • • • • • • • •• •• • • • •• • • • • • • •••• • • • TYPICAL ANCHORS • • • SEE ELEV. FOR SPACINS • • • • • • •• WOOD BUCK 0D STRUCTURE Jut. 0 7 2017 PR(h7UCT REVISED ay md.NnB with the Flori coda Ruildina Cods Acceptance Na!-,/ir'O3 Expiration Date _'T171[i •if rani co‘u ee Y A o a U drawing no. W07-28 (sheet 6 of 8 • • • • •• • • • •• • •• • • • • • • •• ••• • FRAME HEAD --1.448 - .166 FRAME SILL — 1.424 SILL TRACK I--1.797 3.000 .078 3.200 F.937-I .812 2.297 O FRAME JAMB (VENT SIDE) VENT TOP/BOTTOM RAIL —2.312 -- ----1.500 —1 JAMB STILE MEETING STILE 1.875--I FIXED MTG. STILE r1.125 -y .078 .062 •••. 3.000 1.248 2.124 © FRAME JAMB (FIX. SIDE) .937 ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMAEXS 1 SIW201 1 FRAME HEAD 6063-76 - 2 SIW202 I FRAME SILL 6063-15 - 3 SIW213 1 SILL TRACK 6083-T6 - 4 SIW204 2 FRAME JAMB (VENT SIDE) 6063-TS - 4A 51W131 2 FRAME JAMB (FIX SIDE) 6063-75 - 5 SIW206 1/ VENT FIXED MTG. RNL 6083-T5 - 6 SIW107 2/ VENT VENT TOP & BOTTOM RAIL 6063-75 - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5 - 8 SIW106 1/ VENT VEN- JAMB STILE 6063-76 - 9 SIW112 AS REQD. GLAZING BEAD (3/8" GLASS) 6063-75 - 9.1 SIW126 AS REQD. ALT. GLAZING BEAD (3/8" GLASS) 8063-T5 - 9A SIW108 AS REQD. GLAZING BEAD (7/18" GLASS) 8063-T5 - 9.1A SIW127 A5 REQD. ALT. GLAZING BEAD (7/16" GLASS) 8063-T5 - 9B SIW117 AS REOD. GLAZING BEAD (LAM. INSUL GLASS) 8063-75 - 11 2K356822 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH END - A/ASa91D & BROS. CO. 12 SIW109 2/ VENT SPRING LATCH, AT 15-1/2" FROM EACH END 8063-76 - 13 - AS REOD. FRAME & VENT ASSY SCREWS - #'10 X 1-1/2" PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2" PH SUS • • 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - ,F12 X 4" PH SMS • 15 SIW207 4/ VENT ROLLER HOUSING & GLADE DELRIN • • • • • • 16 SIW208 2/ VENT ROLLER - BRIM OR T. STEEL • • 17 SIW209 2/ VENT ROLLER PIN ST. STEEL • 18 - 5/ WDW. BAFFLE NYLON - • 19 - 2/ LITE SETTING BLOCK, DUROMETER 8515 SHORE A EPOM - 20 W23201NG AS REOD. TOP do BOTTOM RAIL W"STRIPPING - LA. OE EQUIV. • • 21 9302BL AS REQD. FRAME JAMB W'STRIPPING POLYPROPYLENE CEJT 4IASTICS • • 22 - OPTIONAL SCREEN - 55�/1�6' 23 U4513 AS REQD. BULB W'STRIPPING - ♦•BOX SCIBFGEL• : • 24 5531 AS READ. EXTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE EESTRR PLASTICS • • 25 5530 AS REPO. INTERIOR GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE 6E1iW.4, 4VSTICS 26 SIW211 AS RECO. SILL RISER 6063-75 • • • RI 1 1.177812-{I--.050 1.177 .615 .050 T—I 1.177 .8+2 050 1.177 .615 I .216 .184--i GLAZING BEADS (3/8" GLASS) 551 r. 1.55, r GLAZING BEADS (7/16" GLASS) } -11-"8 SILL RISER .290-" r .812 • • • • • •• • 24 EXTERIOR GLAZING SPACER ©5 INTERIOR GLAZING SPACER STILE I:, SGE 1:1 .050 1.177 84 96 GLAZING BEAD (LAM. INSUL. GLASS) --1.495— JUL 0 1.122 ER DUET RBVISBD with WsF f 1.304 BY L, SPRING LATCl''' • m.V 4L1 • • •••• 1 • • • J N • Jo CO•••• er • g•ZNJ •4!3�=• HVV • - } • 1llnnn a fN v•• `,2 s • • • • (tn m o • 1 •*I••• •• T, • • • • • •• • n 0 0 8 V. 5 2 9 drawing 50.. W07-28 (sheet 7 of 8 ) 8•• • • A • • • .• VFNT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER • • • • ▪ • •• • •• C) N •• o • aa,,. 0 • v Y •••• •• Si O r) ft • • • •••• • z 0 M n q F z^ -$ 0.1 mot alb§ s aEat' •••i : • • • • •«>•• •• •• ••• • • • • • • ••• • • •• •• • FRAME TOP CORNER FRAME BOTTOM CORNER AT MOVING END FRAME TOP CORNER FRAME BOTTOM CORNER AT FIXED END ,,RODUCT REVISED as complying With the Florida Building Code Acceptance No Ewimtion Date 13y Miami 03 �1of ONA •• ••• c. •2•3wti•••• �•� QR.•••• •I iQOlal ika o_m • r = • •(flo • • si • s D tz- 0 c drawing no. W07-28 (sheet 8 of 8 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 Miatni Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:_ Series ,"300StormSafe" Aluminum Fixed Window,.— L.M.I. t) APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 StormSafe Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job t1 a request of the Building Official. This NOA revises and renews NOA# t4-1212:0 t a id�ohsistl of this page 1 and evidence pages E-1, E-2 . .. . . . and E-3, as well as approval document wentToned•.bo.ve. • ... . . The submitted documentation was reviewed by ManuelePerez, P.t. MIAMIDADE COUNTY APPROVED •• • • • • • • . • • • . • • . • • • •• . . . • • • • • • • • • �• •• �•• ••• ••• ••• gii4/t7 •.• • • . • ... • ...•.. • • . . . • • • •.• •. •• • . • . •• . • . • . • •• .. • • • •.• • •• .• •.• .• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy _ NOA No. 17-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017, Page 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 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17, prepared by A1-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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-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 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No.14-1212.01) 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-07-4I10?4ted p1/15/07 .sired and sealed by Rafael E. Droz— Seda P.E. • • • (Submitted under NOA.Nc. 47-7 & 4.OS):: .. • • .•. . ... • . • . . • . . . . . . • . • . • ... . • • . •• . . • . . . .. . . . • . • . • • • •.. . . E-1 ... • . . • . • • . . . • • . • • • • • . . . . • •• •• • • .•. . . • . 044 Mauue 'ere P.E. Product ContrI Ex iner NOA No.-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07 0604.05) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA.Nca.07-0b04.05). . • ....••. • .-. . . • • •• • •. • .•• • ••• • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • E-2 • • • • . • • 080 • • • • . • . .. •• • • . .. • . • • • • . • • • • . • . • •• .. • . . •• •. . • • • • • ... • • P.E. inner 17.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 Manuel Product Contr NOA No: SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 11/18/14, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th 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/ 1 W, • • • • • • • • • . ▪ . • • . . .. • . . .. • ••• •• • • • .. • ••• • ••• • • • • • • • • • • • • • • • • • • • Y • • • • • • • • • • • .• . • • . . • • • • ••• ..• • • E-3 .•. • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • .• •. • • • •• •• •.• • • • ••. • • Manuel Pe z, .E. Product Control xa 'tier NOA No. 17-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 Le WINDOW 1 I WINDOW WIDTH FALSE MUNDNS (SURFACE APPUED) MAY BE USED 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES ALLOWABLE LOADS FOR ALTERNATE SWIPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSILM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. NDOW WIDTH 10 - 4 • • ••• .111-10•:•• • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 12• MAX. HEAD/SILL 1 TYPICAL ELEVATION' i• •• 6' MAX. • • •4c0RSER• • S1 CO E • • • • • •• • WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. a ••�• • • •• •• 3 Jc� • i alO •• t.• •• 5• • •4 • • 4 ••4 • •• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 17 0 E pin " Date BY Kam JUN 3 0 2C17 t1lll Itttl�/y/''''''i aV• • •• ,in 00 Vl Q >n • Q 4 • • X 2 a • e r QoLIJ m li •••• MN> , 0) • • •• • • • g • • • • R yI 8 drawing no. W07-49 sheet 1 of 7 s t, v1/8" ANN. GLASS .090" Interlayer Sallee Clear And Color Gloss By 'Eastman Chemical Co.' 0 pjO • r {'. QI1 © V Ni 3/16" ANN. GI.44 090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" ANN. GLASS 3/16" ANN. CLASS V i n .l • i IlpAl I p o Vy AT 1/4 POINTS ON LITES O AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" 0 GLASS TYPE 'A' 23/64" OVERALL SILICONE DOW CORNING 995 C-3/16" H.S. GG 090" Interlayer SSSLLL SentryGlas By Kuroray America, Inc. 3/16" H.S. GLASS Slf LICONE W CORNI`G19 5 SAT 1/4 POINTS ON UfEE ;WIDER THAN 36" GLASS TYPE 'C' 7/1e" OVERALL GLASS TYPE 'B' 29/64" OVERALL SILICONE DOW CORNING 995 73/16" H.S. GLASS \ 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Trosifol PVB 111 By 'Iwroroy America, Inc.' 3/16" H.S. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'Cl' —1/8" TEMP. GLASS 1/4" NR SPACE 1/8" H.S. GLASS \ .090" Interlayer SentryGlas rBV Kuroray America. Inc: i O 0 1/8" H.S. GLASS CARDINAL XL EDGE SPACER ST. STEEL *pp 0 GLASS TYPE 'D' 7/16"" OVERALL 11/l6" OVERALL FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8". GLASS TYPES A, 6 & D. SILICONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 -0 Doe JUIN 3 0 20i7 • • • • • •• • • Oz 4[$ym h i'1 Q CiW C rm clUag 1C Evan o4tE; cc 4 u• <6220 • piW • •••u • chi •••• • • • • • • • • • •• `•• • • • • • •• • • • •• • N • U •J O N • r �� — (0 ,• • c 3�ir,4 Q T taW `,. • OaUa I ••• •LOCO lip - • uN g ti • 3�w v ••11 •r.SAtro 0 • 1 • • • • • • • • • • • • • •• 8� g ✓ 6 8 Lu I u II Il .__ I1I�i 14, ',N1111Ll% • 8 _a. drawing no. W07-49 sheet 2 of 7) DESIGN LOAD CAPACITY - PSF W Loft �U IV • • COMP—ANL\W07-49SIW) WINDOWDDL4. GLASS TYPE 'd' G1A39 TYPE •B' 'GLASS TYPE GLASS TYPE 'C' �( 'Cl.' MASS TYPE 0' - WIDTH LENGTH EM.(+) IM.(-) EXT.(+) , INT.(-) EM.(+) INT.(-) EXT.(+) MIT.(-) EXr.(+) INr.(-) Z .� b 4 U iQp Ei �% W C 8.. pl W • a 1 C G 60 it Mi 123 w �LL (� w i a Z�j?r450-5/8. 2 4 1f• ; 26-1/2' 80.0 60.0 70.0 I 70.0 90.0 130.0 60.0 . 60.0 60.0 60.0 32' 60.0 60.0 70.0 1 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 80.0 60.0 42 26• 00.0 604 70.0 I 70.0 90.0 130.0 60.0 00.0 60.0 60.0 ORIENTED WIDTH AND LENGTH p NTALL AS CAN BE ABOVE VERTICALLY OR HORIZONTALLY SHOWN ASOVE mr 60.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 80.0 60.0 53-1/8• 60.0 60,0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26-1/2' 80.0 80.0 70.0 70.0 90.0 130.0 50.0 60.0 80.0 60.0 32' 60.0 80.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 37' 38-3 8' / 80.0 60.0 70.0 70.0 90.0 130.0 50.0 60.0 80.0 60.D NOTE: GLASS BASED PRODUCT complying A Exp BY • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CAPACITIES ON THIS SHEET ARE ON ASTM E1300-09 (3 SEC. GUSTS). REVISED `11111 11111/L77j with the FTrni6t �� C. No ✓f �1 . Date • edt - . i �'.. STATE JUN 3 0C1i. ,-0 ••. Ro•tot LSs1,".,--••• 77j77 i t i • • • • • • • • • • • •. C• •• . l0'x` • • • • • • •• • ••• • • • • • • • • • • • • • • • sz � 42' 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 48" 57.9 57.9 70.0 70.0 90.0 130.0 50.0 60.0 50.0 60.0 53-1/8' 57.9 57.9 70.0 70.0 90.0 130.0 80.0 60.0 80.0 80.0 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32'80.0 60.0 70.0 70.0 90.0 130.0 00.0 60.0 60.0 60.D 37' 60.0 60.0 70.0 70.0 90.0 I30.0 60.0 60.0 60.0 60A 42• 52.9 52.9 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 S-300 STORAISarE AL111.F1XED VIDyl.(L1hij SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACI- in. 43445 • • • si TEL (561) 274-9396 Eli(. (561)•274•4242 • . a lames 48' - - 70.0 70.0 90.0 130.0 50.0 60.0 60.0 00.0 53-1/8' - - 70.0 70.0 90.0 130.0 50.0 60.0 59.4 59.4 26-1/2' 60.0 50.0 70.0 70.0 90.0 130.0 80.0 60.0 80.0 60.0 32' 50.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 37" 60.0 80.0 70.0 '..70.0 90.0 130.0 60.0 60.0 60.0. 80.0 42' 63, - - 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 48' - - 70.0 70.0 90.0 130.0 80.0 00.0 60.0 80.0• 53-1/8' - - - - 90.0 130.0 60.0 60.0 - - 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 32' - - 70.0 70.0 90.0 130.0 60.0 60.0 004 600 74-1 - - 70.0 70.0 90.0 130.0 80.0 60.0 00.0 600 42' /4• - 70 0 700 1ID.0 1110 640 640 - - - 90.0 130.0 60.0 60.0 53-1/8' - - - - 90.0 130.0 60.0 00.0 - - 28-1/2' 60.0 00.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 32' - - 70.0 70.0 90.0 130.0 60.0 00.0 60.0 00.0 37' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 00.0 42' 78" - - - - 90.0 130.0 00.0 60.0 - - description '^ INSU.. UM. GLASS POO. 'REV. PER RCCO CONW91S UPDATED TO 2010 Mc GENERAL REVISION UPDATED TO 2017 FIX 48' - - - - 90.0 130.0 60.0 60.0 - - 53-1/8' - - - - 90.0 130.0 00.0 60.0 - - 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 32" - - 700 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - 70.0 70.0 90.0 130.0 60.0 80.0 00.0 60.0 42' 84. - - - - 90.0 130.0 60.0 80.0 - - 48' - - - - 90.0 130.0 60.0 60.0 - - 53-1/8' - - - - 90.0 129.4 60.0 80.0 - - 26-1/2" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 s. .0 32' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - - - 90.0 130.0 60.0 60.0 - - 0 0 > v . . a g o « + n 0 0 9, 6 g 42' - - - - 90.0 128.6 60.0 60.0 - - 48• - - - - 90.0 119.5 60.0 60.0 - - o 2 0 o w s o 53-1/8' - - - - 90.0 111.E 60.0 60.0 - - 20-1/2' - - - - 90.0 130.0 60.0 60.0 - - .-..-,.-� q d ,1. S 9 i . -72 5 32' 108' - - - - 90.0 130.0 60.0 60.0 - - 37' _ _ - _ 90.0 130.0 60.0 60.0 - - 42' - - - - 90.0 122.5 60.0 60.0 - - 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 00.0 60.0 - - drawing no. W07-49 1 42• - - - - 90.0 112.4 80.0 60.0 26_t/2• _ _ _ _ 90.0 ,30.0 60.o so.o - - 32• 128' - _ _ _ 90.0 130.0 60.0 50.0 - - 37' - - - - 90.0 130.0 60.0 60.0 - - sheet 3 of 7 • • • • •• • • • • • • • • •• • •• • • • • •• • • • • • DESIGN LOAD CAPACITY - PSI' DESIGN LOAD CAPACITY - PSF �u‘ WINDOW Dom. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE' 'C' TYPE 'CI' GLASS TYPE 'D' GLASS GITYPE GLASS TYPE GLASS TYPE GLASS TYPE GIASS TYPE i WINDOW DIMS. 'A' '8' 'C' 'CrIV WIDTH LENGTH D(T.(+) IN1.(-) EXT.(+) arr.(-) IXf.(+) 845.(-) IXi.(+) INT.(-) EXr.(+) INT.(-) WIDTH LENGTH IXT.(+) M.(-) EM.(+) INT.(-) IX7.(+) AIARbpQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C1.N. 3536) �EL4305) 2648100 FAX (306) 2624978 • • COMP-ANL\WO' 24' 60.0 60.0 70.0 70.0 90.0 arr.(-) 130.0 IXf.(+) 60.0 IN1.(-) 60.0 EXr.(+) 60.0 INT.(-) 60.0 _.- 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 30' 60.0 60.0 70A 70.0 90.0 130.0 60.0 60.0 60.0 60.0 30' - - 70A 70.0 90.0 130.0 60.0 80.0 60.0 60.0 3 38' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 36' - - - - 90.0 130.0 60.0 80.0 - - 42' 60.0 60.0 70.0 70.0 90.0 130.0 80.0 80.0 80.0 80.0 42' - - - - 90.0 128.6 60.0 60.0 - - I_' 48" 60.0 60.0 70.0 70.0 90.0 130.0 80.0 80.0 60.0 60.0 48' - - - - 90.0 119.5 60.0 80.0 - - W 54• 36• 60.0 80.0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 54' 9B• - - - - 70.0 70.0 - - - - 60' 60.0 i 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60' - - - - 70.0 70.0 - - - - 66' - - - - 70.0 70.0 60.0 80.0 60.0 60.0 66' - - - - 70.0 70.0 - - - - 72' - - - - 70.0 70.0 60.0 60.0 60.0 80.0 72' - - - - 70.0 70.0 - - - - 78' - - - - 70.0 70.0 60.0 60.0 60.0 60.0 78' - - - - 69.6 69.6 - - - - • • • 84' - - - - 70.0 70.0 60.0 60.0 60.0 60.0 24' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 • • • • • • 68' - - - - 70.0 70.0 60.0 60.0 - - 30• - - - - 90.0 130.0 60.0 60.0 - - • • • 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 38' - - - - 90.0 130.0 60.0 80.0 - - • • • • • 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42• - - - - 90.0 122.5 60.0 80.0 - - • • • • 36' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48' 108' - - - _ 70.0 70.0 - - - - • 42' 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54" - - - - 70.0 70.0 - - - - • 48' 46.3 46.3 70.0 70.0 90.0 130.0 80.0 80.0 60.0 60.0 s-3oo sTOR Sp AL RXED E V• (L 4) SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102F� • DELRAY BEAC',. i3445 • • • TEL. (661) 274-939a FV(. (561)276-91.2 60' - - - - 70.0 70.0 - - - - L • • • • • • 54' - 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 66" - - - - 70.0 70.0 - - - - • • • • 60' 48'- - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 72' - - - - 69.8 69.8 - - - - • •• •6 NOTE: 66' - - - - 70.0 70.0 60.0 60.0 - - 24' - - 70.0 70.0 90.0 130.0 BOA 60.0 60.0 80.0 LF�!• y WIDTHORIENTEDANDVFIRIi'fp8•CR�i0Po20 72' - - - - 70.0 70.0 60.0 60.0 - - 30' - - - - 90.0 130.0 60.0 60.0 - - itq� AS SHOWN ABOVE. 6 78' - - - - 70.0 70.0 60.0 60.0 - - 36' - - - - 90.0 130.0 60.0 60.0 - - • • • • • • 84' - - - - 70.0 70.0 80.0 60.0 - - 42' - - - - 90.0 112.4 60.0 60.0 - -• 86' - - - - 70.0 70.0 60.0 60.0 - - 48' 120' - - - - 70.0 70.0 - - - - • • • 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - • • • 30" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 50.0 60.0 60.0 60' - - - - 70.0 70.0 - - - - • • • • • • • 36' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' - - - - 90.0 130.0 60.0 60.0 60.0 60.0 • • • 42' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 30' - - - - 90.0 130.0 60.0 60.0 - - • • • • • • • 48' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 JB' - - - - 90.0 130.0 60.0 60.0 - - • • 54' 60'- - - - 88.5 127.9 59.0 59.0 - - 42" 126' - - - - 70.0 70.0 - - - - 80" - - - - 79.7 115.1 53.1 53.1 - - 48' - - - - 70.0 70.0 - - - - 86' - - - - 70.0 70.0 53.1 53.1 - - 54" - - - - 70.0 70.0 - - - - 72" - - - - 70.0 70.0 53.1 53.1 - - 60• - - - - 70.0 70.0 - - - - 78' - - - - 70.0 70.0 53.1 33.1 - - 24' - - - - 70.0 70.0 60.0 60.0 - - 84' - - - - 70.0 70.0 53.1 53.1 - - 30" - - - - 70.0 70.0 60.0 60.0 - - I byldescription __. 11. i § I rc g u E N 33 V 1 ✓? 88' ^- - - - - 70.0 70.0 - - - - 36" - - - - 70.0 70.0 60.0 60.0 - - 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 132" - - - - 70.0 70.0 - - - - 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48' - - - - 70.0 70.0 - - - - 36' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - 42' - - 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 24' - - - - 70.0 70.0 60.0 80.0 - - 4a' - - - - 90.0 130.0 60.0 60.0 - - 30' - - - - 70.0 70.0 60.0 60.0 - - PRODUCTREVtSE0 54' - - - - 88.5 127.9 59.0 59.0 - - 36" 1 �. - - - - 70.0 70.0 60.0 60.0 - - as rovydYulB with the Flared' 60' 72' - - - - 79.7 115.1 53.1 53.1 - - 42' - - - - 70.0 70.0 - - - - DuildinB COde Acceptance No•D 86" - - - - 70.0 70.0 48.3 48.3 - - 48' - - - - 70.0 70.0 - - - - E D A Date 72• - - - - 70.0 70.0 - - - - 54' - - - - 70.0 70.0 - - - - NM - - - - ' 70.0 70.0 - - - - - 24' - - - - 70.0 70.0 60.0 60.0 - - By• ?Ai ode 1 D c • . co q o ', o 9. ' 8 e a + Rg n g Be- - - - 70.0 70.0 - - - - 30" - - - - 70.0 70.0 6D.o eo.o - - 88" - - - - 70.0 70.0 - - - - 36' 144" - - - - 70.0 70.0 - - - - 0 u o w 24• 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' - - - - 70.0 70.0 - - - - g ,. .--..-..--1 4 C _ $ g �, Ai • 3I 30' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48• - - - - 70.0 70.0 - - - - 1111111 I 1 I I / I7 38' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - J‘`pSI ' AMA /"i, 42' - - - - 90.0 130.0 60.0 60.0 - - 24• - - - - 70.0 70.0 60.0 80.0 - - ` • ... �.' i 48" - - - - 90.0 130.0 80.0 60.0 - - 30• - - - - 70.0 70.0 60.0 60.0 - - 54' - - - - 88.5 127.9 59.0 59.0 - - 36' 150• - - - - 70.0 70.0 - - - - r 60' 84' - - - - 79.7 115.1 53.1 53.1 - - 42" - - - - 70.0 70.0 - - - - -' l t: . ir _ 68' - - - - 70.0 70.0 - - - - 48' - - - - 70.0 70.0 - - - - •. I. - '' drawing no. W07-49 72' - - - - 70.0 70.0 - - - - ' ' ; , :" NOTE: •,. 2 GLASS CAPACITIES ON THIS SHEET ARE i SS'!..... ' .' ¶ O. ,. BASED ON ASTM E1300-09 (3 SEC. GUSTS). JUN 3 3 2.7? ��7/ONA4111�` 78' - - - - 69.8 89.6 - - - - 84' - - - - 64.6 64.6 - - - - 88' - - - - 64.6 64.6 - - - - (sheet 4 of 7 • • • • • • • • • • • • • • •• • •• •• • • •• • • • • • • • • IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING ED1,E DIST. N 0 4 N TYPICAL ANCHOR SEE ELEV. FOR SPACING EDGE DIST. jMWAI—DADS COUNTY APPROVED 1I I MUWON & MUWON ANCHORS 11 1, SEE SEPARATE NOA II I I I EDGE DIST. 1 II I, TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • •• • u Z 0 � q •••....E • ••• j � L v 0m •••.agog •• .411,2 • • • az • ••• ••Q6E • 1i • • • TYPICAL ANCHORS: SEE ELEV. FdA'S?rCIRG• 1/4" DID- UI TRACONBY 'ELCO' (Fu. 17NK!I,•rnS5 Km) • INTO 2BY WOOD BUCKS OR WOOD ST(41118‘S � • • 1-1/2" MIN. PENETRATION INTO WOOD HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY :• —� • 1-1/4" MIN. EMBED INTO CONCRETE tAA07SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (MMGSV • i " • w DIRECTLY INTO CONCRETE OR MASONRifi h� . • 1-1/4" MIN. EMBED INTO CONCRETE HEAD/$ILL/JAMBS)• • • • • 1-1/4" MIN. EMBED,INTO MASONRY (aAMBS, • • • l• • /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J1 SM OR S c DRI 11 . S REWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FOGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SC — 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 P51 MIN. C-90 HOLLOW/FILLS BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISED es complying with rho Florida Building Code Aocepionce No •V r Dec^.•2L/�iR/ L�Illlllllj� OF • _ (( JUN 3 j 2a17 '%„�olvnt IIIIII,,I • • • •4.•• J�J N • Nov:: • • Zv1 • • ccmm • a°m I Ngs (Goo mE sy8 a 0 0 0 8 0 e kSl . u drawing no. W07-49 (sheet 5 of 71 WWI-DADE COUNTY APPR,D CUPPED MULLION SEE SEPARATE NOA EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/41 MAX. SHIM 1r f O METAL) STRUCTURE O 1 /4- MAX. SHIMS EXTERIOR D.L OPG. WINDOW WIDTH 187 WOOD BUCKS v 0 P.a TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• •• • • • • • • • • • •• •• • •••• •• • • • • • • • • • • • • •• •• • • • • • • •• • • • •• •• •• • • • • • • • •• • • •• th.V • • 3 ccoE oglp � • $ 4GIao .f .I( - -. •.h •• aagf 0— • .x • • Wv, N . pQ• Z� 3w��W <o�g o a. co — < NLJ N Vim o c 8 oc 0 Id drawing no. W07-49 (sheet 6 of 7 • • • : . • • • • • • • • • •• • • • • •• • • • • • O FRAME .68- 7 0 FRAME COVER (OPTIONAL) 17 Bt2 j I 050 1.177 .184 i O GLAZING BEADS (7/16" GLASS) 3 -1.644 r 1.177 .812 .050 1.177 1 .184J GLAZING BEADS (5/16" GLASS) ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLLER/RBMABK3 1 SIW301 4 WINDOW FRAME 6063-T8 - 2 SIW303 4 FRAME COVER (OPTIONAL) 8063-T6 - 3 SIW108 4 GLAZING BEAD (7/16' GLASS) 6063-T6 - 3.1 SiW127 4 ALT. GLAZING BEAD (7/16" GLASS) 8063-76 - 34 SIW112 4 GLAZING BEAD (5/16' GLASS) 8063-T6 - 3.1A SIW128 4 ALT. GLAZING BEAD (5/16' GLASS) 8063-T6 - 3.2 SIW117 4 GLAZING BEAD (INSUL LAM. GLASS) 6063-T8 - 4 /10 0 1-1/2' 2/ CORNER ASSEMBLY SCREWS CRS PH SMS 5 5531 AS REGD. EXTERIOR GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTRAL PLASTICS 6 5530 AS REOD. INTERIOR GLAZING SPACER, DUROMETER 70t5 SNORE A SANTOPRENE CENTRAL PLASTICS 7 - 2/ L11E SETTING BLOCNK, DUROMETER 65t5 SHORE A EPMA - r .e1s I �.050 1.177 01) GLAZING BEAD (INSUL. LAM. GLASS) .155-- .200 I' 0 -NL-.063 r.120 .2440_II 140 .058-1 F-f 0 EXTERIOR GLAZING SPACER © INTERIOR GLAZING SPACER SCALE 1:1 SCALE I:1 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. TYP. CORNER DETAIL PRODUCT REVIS® As <01U442 B with hm FIerid8 • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • •• • • • • • •• • • • •••• • •• • • •• O • q h . 8 PI a • V-- MoE 4g�gn 8relq A Q. U • • T P drawing no. W07-49 (sheet 7 of 7 • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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, including the High Velocity Hurricane Zone. I DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window= L.M.I. ,) APPROVAL DOCUMENT: Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Iola skeet the regaues* o€tile Building Official. This NOA revises NOA# 14-0926.14 and consists of this papa 1.141 viiettil pages E-1, E-2 and E-3, as well as approval document mentioned above. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/econom y • ••••••• • • The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED • 41011 • • • . •• .. • •• •. • • . . • • • • • • • • • • ••. • • : : : : i NOA No. 17-0731.05' • ''t'xp ratienbate: January 27, 2020 Approval Bate: . September_28, 2017/ Page 1 ... • • • • ... • • • •. • • • • • • • • • . ... • . • • • . • • • • • • • • •. •• • • • •• •• 000 • • • ••• • • 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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HETI-09-2610, dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated 08/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. •• •••• •• •• •• •• •• ••• • • • • • • •• ••• •• • • • • Jorge M. Plasencia, P.E. • • • • • • • • PItlOugrcontrol Unit Supervisor • • • • • • • • • •• • • •• •• NOA No. 17-0731.05 • • • • • • • • • • • • • •• • •• • • • • Expil tieg'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-5th 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 1. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017) dated 07/07/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc., for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc., for their "Trosifol® Ultraclear, Clear and Chlot1V13 PAU *i rjdyers" dated 01/19/17, expiring on 07/08/19. • • • • • • • • . . .. ... .. • ...`y▪ T5_ rge M. Plasencia, P.E. • • • •• • • • • Prbsl !control Unit Supervisor • . . . . • • • • • •• •• NOA No. 17-0731.05 • . • ▪ • • • • . . • • • • • .• • •• • • • Exp tibp'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-5th Edition (2014) and FBC-6'h Edition (2017) and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.14, expiring on 01/27/20. .. ... . . . • . .. . . . . so Jorge M. Plasencia, P.E. ••• .•• ••• ••• >iro. ,ctFontrolUnit Supervisor • • •• • • •• •• NOA No. 17-0731.05 • . • •. •• •• • • • • • • • • .• .. • • • ExpiI•atitp•Date: January 27, 2020 Approval Date: September 28, 2017 E-3 ... • • • • ... • • • • . • • • • . • • • ... • . • • • • • • • • • • • • .. .. . • • .. .. 000 • . • 000 . . b SERIES S-400 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDRION)/2017 (6TH EDR10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y 0R 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. MICHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PROOUCT AND CFA] INC AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDIDONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6" MAX. HEAD/SILL CORNERS 12 3/4" MAX. HEAD/SILL WINDOW HEIGHT 78" D.l OPG. 1 aD 11 11 / 11 / /11 / / 11 / n � II I I I \ VI 1 -- - __ 11 \ 11 \ I \ „I I 'I 8 29 3/8" D.L. OPG 35" VENT WIDTH 37" WINDOW WIDTH 1YPICAL FLEVATION MULTI POINT LOCK 6" MAX. HEAD/SILL CORNERS 12 3/4" MAX. HEAD/SILL S I I M 8 n D.L OPG. 12 3/4" I FALSE MUNTNS (SURFACE APPLIED) NAY BE USED • • • • •"-_ • •29 3,18" • DV' OPG • 35" VENT WIDTH 37" WINDOW MYTH TYPICALELEVATION TWO POINT LOCKS • • • • • • •� • • •• • • ...I • • • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. JUL 2.1 ". ;7 PRODUCT REVISED as complying with the Florida [Widinp Code NOA-No. 17-0731.05 Expiration Date 01/27/2020 By MIIam a uct ontr 1�11111111`J Z god rOE V tyrp1 G▪ rig • Q OO g • ••• 7 • • •_J ag/ a • ••• • •^ ��••• • •i•• J O .. • -A-On • • IJ,• •••• C)>n D¢ • • 3 �•s • w ••lob n O U Q Om7. In 0 0 8 0 3 4 5 V� drawing no. W09-54 sheet j o1 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 2 POINT UICES MULTI POINT LOCK GLASS TYPES 'A'. IT. C a 'D' GLASS TYPE 'A' GLASS TYPES 'EP & 'C' GLASS TYPE 'D' WIDTH HEIGHT EXT.(+) IHT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) E)(T.(+) 1NT.(-) 26-1/2" 32" 38-3/8" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37' '70.0 70.0 I. 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 26-1/2" 32" 50_5/8, 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 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 80.0 42' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26-1/2' 32' 37' 42' 63" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 28-1/2" 32' 37" 74-1/4" 54.4 54.4 54.4 54.4 80.0 80.0 62.2 62.2 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2' 32" 37" 80" 43.2 43.2 43.2 43.2 80.0 80.0 49.3 49.3 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2" 32' _ 84 37.1 37.1 37.1 37.1 80.0 80.0 42.4 42.4 - - - - 77.6 77.6 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT S1RFN'13 GLASS .090' Interloyer Troeliol PVB By 'kuron y Americo, Inc.' 1/8" HEAT STREW° GLASS GLASS TYPE 'A' 11/32" OVXRA11 SILICONE DOW CORNING 995 AT 1/4 POINTS DN LTTES WIDER THAN 36- ONLY " 3/16' HEAT STREMO GLA55 1.090" Interloper_ SentryGlas 4. jay 'Minicoy Americo, r3/161_HEAT STREN'D GLASS GLASS TYPE 'C' 7/18" OVERALL r;ILICONE `D`OW CORNING 995 .AT 1/4 POINTS ON LITES WIDER 7�_36" ONLY f 0 1/8" HEAT STREW° GLASS .090" Nterlcyer Santry0las By 'Kuraray America, Inc.' 1/8' HEAT STREN' GLASS • • SILICONE • • OGW COINING 1.195 • •• • • • • • • • ••• •• AT 1/4 POINTS _ WV I.ITFS FADES • GLASS TYPE 'B• • • •iI' 36" ONLY, • • • 11/32" OVERALL • • • • •• •• •• 1/8' TEMP. GLASS • • • 0 8 GLAZING OPTIONS 1/4" AIR SPACE • • • • • • 1/8" HEAT SfREtD GLe • • 090" Intedo%a► • Troslfol P48 By 'kuraray America, Inc.' • 1/8' HEAT STREN'D GLASS CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'D' 11/18" OVERALL PRODUCT REVISED •• complying With the Florida Building Code NDA-to. 17-0731.05 Expiration Bats 01/27/2020 By Mlam ad roduct Control •• •• SILICONE DOW CORNING 995 AT 1/4 POINTS All. SIZES ‘,T L1111 ��,,yy,,,7, t'••uceNs4;••... • 3 n 3 ZJ U • • • • • •• • • • • • • • • • • M•••• N • • 4'•••• rImV a JO �rt•••• • ;''" ,'$ • • ��333333 • n W • dUO7 N (0 a�RRElgto b 8 8 6 8. drawing no. W09-54 sheet 2 of 6 • TYPICAL ANCHORS TYPICAL ANCHORS IBY SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCK N 0 i 13 Y !H •i�rr�r;1 t y4mm I` w ill -He METAL STRUCTURE 2 I MLAM-DAOE CWMY APPROVED I 1 1 MULL & MULLION ANCHORS 1 'IION SEE SEPARATE NOA II EDGE j I jJ TYPICAL ANQ4ORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TRY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • • .••• TYPICAL ANCHORS: SEE m. FOR'SPACING- - ' Ev 1 /4" DIA. ULTRACON BY 'EL CO' (Fu=1V•4 •Fy.I55 KSl) • INTO 2BY WOOD BUCKS 0R WOOD STRUCTUR86� 11-1/2" MIN. PENETRATION INTO W0011 ii/MILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS • • j1-1/4" MIN. EMBED INTO CONCRETE TREAD/SILL/JAMBS): 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • DIRECTLY INTO CONCRETE OR BLOCKS • • - • 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS)! 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ii14 MS OR SEE DRI I IN . C REWS (GRADE 2 CRS) INTO MIAMI-DADE COUNT' APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL. 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL W CONTACT WITH AUAiNUM TD BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS re - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCTREVISED .5 complying with t•• Florida NOA-No.Bulding s 17-0731.05 Expiration Date 01/27/2020 Mlaml Daroduct Control. - By `/111111j, 8 ooZLo po i 1 drawing no. W09-54 °hoot 3 of 6 • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SNUBBERS 2 PER JAMB UP TO 31-1/2" WOW. HTS. 3 PER JAMB UP TO 47" WOW. HIS. 4 PER JAMB UP TO 63" WDW. HTS. 6 PER JAMB OVER 63' WDW. HTS. SINGLE VENT WINDOWS MWAI-DARE COUNTY APPROVED MUUJON SEE SEPARATE NOA 75 mcm-- _;ice; WINDOW w10TH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 2 POINT LOCK SYS. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. LATCH KEEPER 2 PER JAMB UP TO 31-1/2" WOW. IfF� • 3 PER JAMB UP TO 47' WDW. HTS. • • • 4 PER JAMB UP TO 63" WDW. HTS. • • • 6 PER JAMB OVER 63' WDW. iffs. 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0731.05 Expiration D - _ _ 27/2020 ro-uot ontro • •. . • • • • • •• • • • • • • • • • • • • •• •• • • • • • • • •• • • • • • • •• • • •• z 0 W .410 gE a. caag . ▪ �� • •u1 .4_" ■ a. • • 0 s a A drawing nG. W09-54 sheet 4 of 6 • •• • • • • • • • • • • • • •• !ISM NO. PARS NO. QUANTITY DESCRIPTION MAT2RW, YANG./SUPPUBR/REM4RES 1 SIW401 1 FRAME HEAD 6063-76 - 2 SIW401 1 FRAME SILL 6063-78 - 3 SFN401 1 FRAME JAMB -HINGE SIDE 8063-T8 - 4 SN1401 1 FRAME JAMB -LATCH SIDE 6063-T6 - 5 SIW402 1 VENT TOP RAIL 8083-76 - 6 SIW402 1 VENT BOTTOM RAL 8063-T6 - 7 SIW402 1 VENT SIDE RAIL -HINGE SIDE 6063-76 - 8 SIW402 1 VENT SIDE RAIL -LATCH SIDE 6063-76 - 9 23138 AS REDID. SNUBBER ST. STEEL TRUTH HARDWARE 10 SIW112 AS RUM. GLAZING BEAD (5/16' GLASS) 8063-T6 - 10.1 SIW128 AS RECO. ALT. GLA7JNG BEAD (5/16' GLASS) 6063-16 - 10A SIW117 A5 RECD, GLAZING BEAD (11/16" INSU. GLASS) 6063-T6 - 108 SIW108 AS RECD. GLAZING BEAD (7/16' CUSS) 6063-T8 - 108.1 - AS RECTO. ALT. GLAZING BEAD (7/I8" RB ASS) 6063-76 - 11 5531 AS RECO. EXT. GLAZINO SPACER, DUROMETER 70±5 SHORE A SANIOPRENE CENTRAL PLASTICS 12 9302 AS RECO. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS RECO. INNER COMPRESSION SEAL - SCHLEGEL SYSTEMS 14 P1S40-SS 2/ CORNEA CORNER LOCK (1-3/4' X 1-3/4' X .054' THK.) 5T. STEEL SULUVAN & ASSOCIATES 15 - - - - - 16 35.13 2/ WDW 4 BAR HINGES -HEAVY DUTY ST. STEEL TRUTH HARDWARE 17 52.13 1/ WOW SINGLE ARM OPERATOR - TRUTH HARDWARE 17.1 32658 1 OPERATOR GASKET A62 - TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .236 - TRUTH HARDWARE 17.3 21548 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 - TRUTH HARDWARE 18 30175 1/ OPER. TRACK ST. STEEL TRUTH HARDWARE 19 2425 2/ VENT LOCK ASSEMBLY (SINGLE POINT LOCK SYS.) - TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (SINGLE POINT LOCK SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 1DA 24.33 2/ VENT LOCK ASSEMBLY (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 19A.1 21709 2/ VENT SPACER (MULTI PONT LOCK SYS.) - TRUTH HARDWARE 19A2 21600 1/ LOCK SUPPORT PLATE (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 20A 31301 AS REDD. KEEPER (MULTI PONT LOCK) - TRUTH HARDWARE 20A.1 24 SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POINT LOCK) - TRUTH HARDWARE 20.4.2 32824 AS RUM. TIE BAR GUIDE (MULTI POINT LOCK) - TRUTH HARDWARE 20A3 - 2/ GUIDE TIE BAR GUIDE MOUNTING SCREWS (MULTI POINT LOCK) - 110 X 1-1/4' FH SMS 21 - I 5/16' BOX SCREEN - OPTIONAL 22 - 2/ CORNER FRAME Y VENT ASSY. SCREWS CRS #10 x 1-1/4' FH SIAS 23 - 6/HINGE HINGE MOUNTING SCREWS - #10 x 3/4' FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - #10 x 3/4' FH SMS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - #10 x 3/4' FH SMS 26 - - - - - 27 - 6/OPERATOR OPERATOR MOUNTING SCREWS - #10 X I-1/4" FH SMS 28 - 2/LOCK LOCK ASSFMfy MOUNMG SCREWS - #10-24 X 1/2" FH MS TYPE F 29 - 2/SNUBBER SNUBBER MTG. SCREW - #10 x 3/4' FH SIAS 32 5530 AS REGD. INTERIOR GLAZING SPACER, OUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 33 - 2/ UTE SETTING BLOCK EPDM OUROMEfER 8535 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17-0731.05 Expiration Date 1/27/2020 By !Dam ue Z g 0a h 0�77�i Q; D 0 � �� • • • 0 6"i"C'1 4 • ••• • • •4 .•41b¢ • •• • •! �R • •s 4.30E • at it l •••• • • •4•• • • • • •• • • • • • • • • • • •• • 0. 8 • La 0 v 2 8 5 rowing no. W09-54 (sheet 5 of 6 3.321 3000--y .oeo 1 L 11ires1 125 1 2.484 .337 0000 2.733 FRAME 2.000 2.812 2.353 {-.078 un� .372 .912 .573 0000 —1.850 VENT i 1.844 —7 1. r77 .a4 2--�.050 1.177 .184 »I GLAZING BEADS (5/16" GLASS) .012 .050 1.177 GLAZING BEAD (11/16" INSUL GLASS) .045 —j .551 r 1.177 .050 1.177 .218] .184 .551 r GLAZING BEADS (7/16" GLASS) FRAME CORNER PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 77-073t05 Expiration .. o /27/2020 BY Miam•a• ••uct o r! •• • • • •• • • • ..• . • •• • •• • • to IV 2 8 • •. - • • • • •• • v!• 1 • • �N r dt • • b E • • • M • • Zc 1 • • Z 3I) 4. I:• •• • �S u• • • • g•, < 0 1--N`�` m N in Ol e��• r k S NAL 8 i 8 8 drawing no. W09-54 (shoot 6 of 8 •• • • •• MIAM4DADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamIdadesw/economv 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 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 'DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidelite pr Transom APPROVAL DOCUMENT: Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by laved Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2 & %, O/X or 0/XX in sheet 4, for 0 in sheet 4.1 and door w/ sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet , shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance' and limited to DP=+'/- 62 PSF. 4. Glass A is limited to DP=+/- 70 PSF. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 15-0406.13 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMIDADE COUNTYBEM ( z3'20iY (NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 Pire 1 • • • • • • • • •••• • • • •• • •• • • • • •• • •• • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • •• •• •• •• • • • • • • • • • • • • • •• • •• • • • • •• • • • • •• • • SIW Impact Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 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 installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and scaled by Yamil Kuri, P.E. 2. Test reports on: 1) Air Tnfiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5th Edition), prepared by Al Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 rge M. Flannels, P.E. Product Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-1 • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • •• • • • • • • •• • SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Butacite ® PVB interlayer", expiring on 12/11/16. F. STATEMENTS (Except item #1, all other submitted under file # 14-0305.06) 1. Statement letter of conformance to FBC 2014 (5T Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref #BTSIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 5°i Edition (2014) and FBC 6" Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. rge M. Plaseucia, P.E. Produ Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01,2018 E-2 •••• • • • • •••• • • • _ • •• • •• • • • • • • • • • • • • • • •••• • •• • • • • • • • •• •• •• •• • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • •• • • • SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their • • • • • • "Trosifol ® Ultraclear •, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. • • • • "" • F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. G. O MLR 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. e M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-3 •• • •• • • • • • • • • • • • •••• •• • • • • • • • 0000 • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • 3/16' HEAT SHREWD r:i Age 3/18' HEAT STREW() GLASS �ellow Trosf MrtP b G1os 'By 'Kuroray America, Ina.. By 'Kuraray America, Inc.' -3/16' HEAT STREN'D GLASS �3/18' HEAT STRQYD GLASS IU SLKX)NE s:Th GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 5/32' TEMP. GLASS AIR SPACE DECORATIVE PANEL NR SPACE 5/32' HEAT STRE1 0 GLASS 000' Interlayer Troelfol PVB By 'Kuraray America, Inc.' 5/32' HEAT STREN'D CLASS • /SILICONE DOW 995 GLASS TYPE 'B' 7/16- OVERALL L.AM. GLASS SUCONE DOW 995 AIR SPACE 3/16' HEAT STREN'O GLASS 090' Interioyer Troaifd PVB By 'Kuroray America, Inc.' 3/16' HEAT STREN'D GLASS CARDINAL XL EDGE SPACER sr. STEEL GLASS TYPE 1' OVERALL LAM. N51M_ ro Ac5 GLASS TYPE 'D' 1' OVERALL LAM. INSUL GLASS GLAZING OPTIONS ALTERNATE GLAZING DETAIL GLASS TYPES 'A' & THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • •• • •• • • 4/ GRILLE MIN. SERIES 500-9 • • ALUMINUM OUTSA7NG ENTRANCE DOOR • • SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SLt•5i?S 2 & 3. SINGLE (0/X) AND DOUBLE (0/)(X) LEAF DOORS WITH TRANSigipoSgE SHEET 4 • SINGLE AND DOUBLE LEAF DOORS WITH SWEDES SEE SHEIK 5. • • SEE SHEET 2 FOR G1 A.1 TYPES AND LOCKING OPTIONS. • • • • • SEE SHEET 3 FOR GLASS TYPE AND ADA SILL SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. • • LOWER VALUES FROM TRA150M/SIDEUTE CAPACITY CHART 0R COR•CAPACfTY O• WILL APPLY TO ENTIRE ar51tM. DOORS WITH STD, SILL APPROVED FOR INSTALLATIONS WHERR WA1tR INFILTRATION RESISTANCE IS REQUIRED. DOORS ..WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS 11011ERE WATER INFILTRATION RESISTANCE IS REQUIRED. • • • •• • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (61H EDITION) FLORIDA BUILDIKG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETNLS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECF1ED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME NT0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. COOE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDR1ONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED es complying with th• Florida Building Cad• NOA-No. 17-1115.01 Expiration Dab5/22/2023 By Blab • •• • •• • 111111111 •• • • •• •• • • • 5 8 2 S 4 drawing no. W13-68 sheet 1 of 16 • WITH STD. 3-POINT- LOCKTIYG $AR7)3)ARE - - 76" MAX. 5 1/2" MAX. HEAD/SILL CORNERS FRAME HEIGHT 106 5/8' MAX. (GLASS A & B) 95 7/8" MAX. (GLASS C & 0) M- /` =_ \ \1 _ J I 1 _ 1 \ DOOR LEAF HEIGHT 98 1/2" MAX (GLASS A & B) 88 1/4" MAX. (GLASS C & D) Iui7L ©/1 c Iil ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL WY 8E USED 29 9/18" MAX. FFF+++ D.L OPG. 36 9/18' WIX. -.DOOR LEAF WIDTH TYPICAL FLEVAT)ON (X) 1 5 1/2" MAX. HEAD/SILL CORNERS FRAME WIDTH I (I 1I 11111 13 3/4' MAX. r HEAD 58L 11111 \ \ v.- \\ ©\ I i / / .1 / / ., DOOR LEAF HEIGHT 96 1/2' MAX. (GLASS A & B) 88 1/4' MAX (GLASS C & D) 4 D.L GPO. __I__� _ ;L---I II /== II 11 ,__ \ I( \ II N \ ii 'ski I ,1 \ LOCKING OPTIONS SEE SHEET -1 14/ n / / /%/ ,�, i '1111 ACME ___ FALSE MUNTINS APPLIEDJ/ MUNTINS OR DECORATIVE GRILL MAY BE USED 26 9/16" MAX. D.L OPG. HEAD ANCHORS AT STILE ENDS (7) AT 3' 04. J 36 9/18' MAX. DOOR LEAF TROTH SILL ANCHORS AT SIDLE ENDS (7) AT 3' 0.C. TYPICAL ELEVATION (xx) DOORS LOAD CAPACITY - PSI SINGLE (X) OR DOUBLE (XY) DOORS WITHOUT TRANSOM SINGLE DOOR (X) DIMS. DOUBLE DOOR (XX) DIMS. GLASS LOCKS BINGES TYPE 'A' TYPE 'B' TYPES 'C' 5 'D' TYPES 1, 9 TYPE 4 TYPE 5 QUAAMT • F P FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT EXT(+) IM.(-) SR.(+) 96-.(-) EXT.(+) INF.(-) EXT.(+) n1r.(-) EXT.(+) NT.(-) EXT.(+) 94.(-) 139-3/8' 50" L'. 76. 80" 70.0 70.0 l 80.0 80.0 60.0 80.0 80.0 80.0 60.0 . 60.0 62.0 62A 3 39-3/8" 97-3/4' 76" 97-3/4' 70.0 - 70.0 80.0 80.0 60.0 00.0 80.0 60.0 60.0 j 60.0 62.0 82.0 39-3/8" Lae76' 108' 70.0 70.0 80.0 80.0 - - - 80.0 80.0 - ' - - - 4 EXT.(+) DESIGN LOAD 15 BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. GLASS D.LO. FORMULAE: D.LO. WIDTH - FRAME WIDTH - 9.813" (X DOORS) _ (FRAME WIDTH - 22.875')/2 (XX DOORS) * O.L.O. HEIGHT - FRAME HEIGHT - 11.5' (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (8" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD mIL-u z oa 4Q b Z g V 4 9u 8 g"E ri o �$ •gt _ •g 40 6. E • •••4I • _ •O � •• •• 0014WAEllv. gaM • • • Z t�1 ••• ••K2 "a • • • • • ••• QO. Z: aa' ftL+1 N. • • i >E >- • s S1 v SEE SHEET 14 FOR LOCKING OPTIONS • AT ACTIVE & INACTIVE LEAFS. 3-1 III 6 1/2" MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY •• ••• • •• PRODUCT REVISED as complying with the Florida Building Gods NOA-No. 17-1115.01 Expiration Date 05/22/2023 By NIIan1I- tact Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIR E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Iglie c-i 0 u � A 8 8 g Al 1 drawing no. W13-68 sheet 2 of 16) • • • • • • • •••• � • • • 5 v n DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4" SVR \EE SHEET 14 DOOR LEAF WIDTH TYPICAL ELEVATION (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME WIDTH FRAME HEIGHT ANT.(-) 39-1/4' 97-3/16" 62_0 62.0 76 1/16' 5 1/2" 1,1AX. HEAD/SLL CORNERS FRAME MOTH /I I 1 I 1 11 FRAME HEIGHT . } 05 7/8' MA%. \/2 X ^ / / — 2 1 0/ Jo — — / / / Ei SVR SEE SHEET 14 u sis- T \ \ \ \ v \ 4 SEE ',"/ / / f-n / iSHRET 14 Vl i DOOR OPTIONS 26 9/16" MAX. O.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH TYPICAL ELEVATION ( Xx ) HEAD ANCHORS AT STILE ENDS (7) AT 3' O.C. N ' V SILL ANCHORS AT STILE ENDS (7) AT 3" O.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOOR DIMS. GLASS TYPE 'B' ADA THRESHOLD FRAME WIDTH FRAME HEXAIT EXT.(+) NT.(-) 76-1/16' 97-3/16" 62.0. 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. DOOR D.L.O. DIMS D.LO. HEIGHT = FRAME HEIGHT - 13.313' (6" BOTTOM RAIL) D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.825" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 Q2 0. z.FE O u1 R owl • L6a 0YaQO�¢ 118 • • ••ali • • • T • "1 Fi • • •••• •• • a 1 • • SEE SHEET 14 FOR LOCK DEst Ie13QQl1• y� w AND SHEET 9 FOR DETAIL. Jo • • • tt,ut :7,1 • • • • •••••• •• �7gIa)4 SaM' • • • • • p,� W N • ••• 1!2sItM= H • • • U• • • • OASit 1•• • •• Il v.1 • • N} .5 1 .-,= uir,:;.,o L\w13-585 � • PRODUCT REVISED as complying with this Florida Building Coda NOA-No. 17-1115.01 Expiration Oat. 05/22/2023 By 61Daa11-Dad-roduet Control ioIVAt. e. !lnn IL II 9 d a4 S 4 • Y�c A m v drawing no. W13-68 sheet 3 of 16) 5 1/2' MAX HEAD/SILL CORNERS SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (2) ANCHORS AT TRANSOM ENOS ALL LOADS 26 9/16' MAX. 36 9/16' MAX. DOOR LEAF WIDTH (O/X) LOCKING OPTIONS SEE SHEET 14 5 1/2' MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNIWS OR DECORATIVE GRILL MAY BE USED 78" MAX. DOOR/REANSOM FRAME WIDTH 73 3/8" MAX. TRANSOM LEAF WIDTH 26 9/18" MAX. 38 9/16" MAX. DOOR LEAF WIDTH (O/XX) FRAM/ TRANSOM wmH SINGLE 0B DOOBTB DOORS IBM TBWNSOIL CAPACITY - P29 GL89 TYPE A IF 72" ( DOOR HEIGHT 98" 78" 1 (X10 72" 000 76" (XX) 39 3/8" (x) 39 3/8" (x) FOR LOCKS AND HINGES 1111TABONS SEE gEr DR.(+) DESIGN LOAD IS BASED ON SINS•2&14. • • • • .• • • • • • • • • 106" 98" TRANSOM ME]ONT 24' 30" 38' 24" 30' 38" 24" 30" 38" 24" 30" 38" 36- GLASS TYPE A' EXT.(+) 88.4 68.1 62.2 61.0 58.1 55.4 82.2 595 57.0 55.4 53.0 50.8 70.0 66.4 65.1 62.2 61.0 56.1 55.4 62.2 59.5 57.0 55.4 53.0 50.8 70.0 CUSS TYPE DO.(+) 68.4 85.1 62.2 61.0 sal 55A 62/ 59.5 57.0 55.4 53.0 50.8 NT.(-) 68.4 65.1_ 62.2 61.0 58.1 55.4 62.2 59.5 57.0 56.4 53.0 50.8 CxL(+) 80.0. • 60.0 60.0 00.0 80.0 58.1 55.4 60.0 • • INT.(-) 60.0 80.0 80.0 60.0 58.1 55.4 . 60.0 . toe' 36' (5) ANCHORS AT TRANSOM ENDS ALL LOADS 70.0 70.0 d 80.0 •• • 80.0 • • • Mk • • •• •• D.LO. HEIGHT (TRANSOM) - TRANSOM LEAF•HIEI•N'•'+ 10" D.L.O. WIDTH (TRANSOM) - TRANSOM LEAF MIDTH •- 60" SILL ANCHORS AT STILE ENDS (7) AT 3" O.C. • • • • • •• • • • en 8 (i • • ••• • • • 4 • •I • PRODUCT REVISED as compiyIn9 with 1M Florida Bonding Cod• NOA-No. 17.1115.01 Exptratkm Date 05 By MIN ••s.i.. -roduc 3" 6 1/2' MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY 2/2023 •• • • • • • ••.• • •• • 0 n U n 0 6 a 0 [drawing no. W13-68, sheet 4 of ") • 5 1/2' MAX HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNT 4S OR DECORATIVE GRILL MAY BE USED SINGLE (STATIONARY) SIDELITE UNIT - (SEE DETAIL IN SHEET 11) 39 3/8" Lox. 13 3/4" MAX. HEAD SILL SIDEUTE LEAF WIDTH TYPICAL ELEVATION (0) SIDELITE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) MERE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPES 'C' k 'D' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXL(+) M.(-) EXT.(+) INT.(-) 39-3/8" 97-3/4" 70.0 70.0 80.0 80.0 60.0 80.0 39-3/8' 108" 70.0 70.0 80.0 80.0 - - PRODUCT REVISED as complying with the Florkle Building Cod. NOA-No. 17-1115.01 Expkation Date 0 - 2/2023 By Mia ' . ` r0.uct • trol drawing W13-68 (sheet 4.1 of 16) • • • • • • • • • •• • DESIGN LOAD CAPACITY - PSF 169 3/4' _4 t' TBV •_ _ - SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS 5 1/2' MAX. ILyItU FRAME W10111 1 8' GIBS TYPE 'l' (SEE NOTE BELOT) GLASS TYPES AUX4' O - (6) ANCHORS 4-14AEFZOOQ CORPORATION ENO! & PRODUCT DEVELOPMENT 9160 SUNNET DRIVE, SURE 220 MIAMI, IRARIDA 33173 (C1.N. 3538) TEL. (305) 264 6100 FAX (305) 203 978 GLASS TYPE 'B' 'C' k 'D' HEAD/S61 CORNERS HEAD/SILL --�. '' TYP. AT HEAD/S11 NARROW STILE 1 I 11,1 I) 1 1 I JI Is' I !` !` I 1 I DOOR NARROW STILE NARROW STILE WIDE STIIE WIDE STILE9IDELrrB -- SIDEUTE wiom FRAME HEIGHT W/0 REINY. smsT3Ts WITH RUNT. 8IDE[1TE W/0 REINF. SIDELITE W/0 RETNP. TESTED FRAME HEIGHT 106 5/8" MAX. (GLASS A & B) 95 7/8" MAX. (GLASS C & D) DOOR LEAF HOGHT 96 1/2" MAX. (GLASS A & 9 66 1/4' MAX. (GLASS C & D) 1. / 1 INCHES INCHES 011 (+) INT.(-) EKr{+) INr.(-) 1E:0'.(4) Nr.(-) EXL(4) iNL(-) O - 11 I I I / \ - 30 80.0 80.0 60,0 80A 80.0 80.0 60.0 60.0 HARROW I� I� / \ 36 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 SIDELITE ..___ _ \ 42 80.0 80.0 00.0 60.0 80.0 80.0 60.0 80.0 - i 1 O II Iri / \\ j; •// - 46-7/84B 60.0 80 80.0 e0.0 80.0 80.0 80.0 80.0 - - O IX - 1I L /�I \ \\ 52 73.3 73.8 738 73.8 73.8 73.8 - - SIOELLITE ====1t==== 1 = ` % t==== ` 54 71.1 71.1 71.1 71.1 71.1 71.1 - - 4. �• 58 96.6 68.6 68.6 68.6 68.6 68.8 - -� L O� / O ,/, \ %/ M O • • • _ 60 64.0 64.0 64.0 64A 64D 84.0 - - g a. H' MGM 41lY •'i • • ' 6 P. \ 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 m - - i ! .. . • • • 6� Y.i 6 36 80.0 80.0 80.0 80.0 80.0 Sao 60.0 60.0 2 c '1 Ii • e J • [SERIES•ae ALUAjOUfS:ING &RANCE DOGR(LM.L)) siw'I1,1PAcr WiNDows, SC. • • 975 S. CONGRESS AVl..#IO2 • DELRAY BEACH, FL 33445 TEL. (561) 274-9392 FAX. (561) 274-9262 42 80.0 80.0 80.0 80.0 60.0 80.0 60.0 60.0 - i \ / • • • • ,t$1 o 48-7/8 80.0 80.0 80.D 80.0 80A 80A - I - I1 L--- = / .-;7• A 48 84 80.0 60.0 60.0 80.0 60.0 80.0 - - - 71=-= II y•••• _\. -_ELL-- \ 11 / i• • • 62 73.8 738 73.8 73.8 73.8 73.8 - - 11 \ II �'o / �' •• • • • • 64 71.1 71.1 71.1 71.1 71.1 71.1 - - 1I 31 / /� 66 68.6 68.6 68.6 68.6 688 68.8. - - - __=Jt == _ J - - -III / / • • 60 64.0 64.0 84.0 64.0 " 84A 64.0 - - It \ / • • • • 30 80.0 80.0 80.0 80.0 80A 80.0 60.0 60.0 11 \/ • • • I 38 80.0 80.0 60.0 80.0 80A 80.0 60.0 80.0 I11 . O O I� \ / / • •• • • I 42 80.0 80.0 80.0 80.0 80A 8Q0 - - i 1 46-7/8 80.0 80.0 810 80.0 80A 80.0 - - _ -- -I `r; ... _ ��\ puC1ryE -.I 44' --_- •s -1 • I • 48 90 80.0 80.0 80.0 80.0 80.0 50.0 - - I I 11 I Ste. I 11 1 I I I I`1) I k I 1 }• I I) 1 I••• M 52 738 738 73.0 73.8 738 73.8 - - SURFACE APPUED �26 / 64 71.1 71.1 71.1 71.1 71.1 71.1 - - D.L OPG. --' - 9/16" MAX."'---- -_-'- m 56 68.6 68.6 686 68.6 68.6 68.6 - - FALSE MUNIINS MAY BE USED D.L OPG. (OXXO) 30 80.0 60.0 80.0 80.0 80.0 80.0 60.0 60.0 NARROW/1WDE 36 9/16' MAX. SILL ANCHORS AT STILE ENDS 38 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 NOTE. WDTI11 1/4' DOOR LEAF WIDTH (7) AT 3' O.C. 22526 REV. PER REA COMMENTS REV. PER RER CAMMEMS N0 CHANCE 1115 *MET REV. PER REP CONMDOS UPDA1ED TO 2017 RC __ 42 80.0 00.0 80.0 80.0 80.0 80.0 - - THE FRAME AREA OF ALTERNATE SIZE MUST NOT 76" MAX. DOOR WIDTH (XX) 46-7/8 96 76.0 78.0 76.0 76.0 78.0 76.0 - - EXCEED TESTED FRAME AREA a 127.31 SQ. FT. 39 3/8' MAX. DOOR WIDTH (X) 46 75.1 75.1 75.1 75.1 76.1 75.1 - - RENT AS REOD. O 52 71.8 71.8 71.8 71.8 71.8 71.8 - - SEE CHART SIDELTTE LEAF WIDTH = SDELITE WIDTH - 1 3/8' 54 70.2 70.2 70.2 70.2 70.2 70.2 - - _ "TIC 30 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 ��- 1 36 80.0 80.0 60.0 80.0 80,0 80.0 80.0 80.0 L 42 79.1 79.1 79.179.1 79.1 - 46-7/8 97 3 479.1 / 74.7 74.7 74.7 74.7 74.7 74.7 - - _ 11IIaftj T- 1`' r P s in 1J'' `` LT`_ -ary'+ �f s - $ S 6 8 u 52 703 70.5 70.5 70b 70A 70.5 - 1 30 80.0 80.0 80.0 80.0 80.0 80.0 - - EXT. /1• EXf. ji LEAF WIDTH 38 60.0 80.0 80.0 60.0 80.0 80.0 - - LEAF WIDTH � al!, u c DOOR FRAME Y11DTH L . _ 12 % 41 1 lj i t, yy R 66 2 �� 3` .�I y > 42 102" 758 75.6 758 75.8 75.8 738 - - NARROW SIDEUIE WIDTH DOOR FRAME WIDTH WIDE SIDEUTE WIDTH f� II////AI 46-7/8 71.6 71.6 71.8 71.6 71.6 71.8 - - ,`011�ITf 4td' 7 48 70.6 70.6 70.6 70.6 70.8 70.8 - - NARROW STILE WIDE STILE `.s -' NOD. SIDELITE WTTF0 DOOR SIDELITE WITH DOOR y;•'1}GENe :`� " 30 79.7 79.7 80.0 80.0 80.0 80.0 - - (W/WO REINFORCEMENT) 36 732 732 77.3 77.3 77.3 77.3 - - PRODUCT REVISED ' INSTRUCTIONS' 42 IOW'67.7 67.7 71.8 71.6 71.6 71.8 - - USE CHARTS AS 1OLLOWS. as complying with the Florida Code {t ; * .• Zi = 46-7/8 63.7 63.7 67.6 e7.e 67.8 67.6 - - 1. SELECT SINOIE OR DOUBLE DOORS CAPACITY, GLASS TYPES Building AND LOCKING OPTIONS FROM TABLES ON SHEETS 2 & 3, NOA-No. 17-1115.01 L drawing no. W13-68 48 629 62.9 06.7 68.7 88.7 66.7 - - 2. SELECT LOWER OF SDELTIE TO DOOR MUL/JON CAPACITY •'• OF .• Expiration Dat•05/22/2023 TABLE GLASS TYPE 'A' LIMff MAX. DESIGN LOADS TO *70.0 PSF FROM T^Ate' •'•n.... EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 3. LOWER VALDES FROM SEEPS 1 OR 2 WILL APPLY By (sheet 5 of 16) ,S �` TO ENTIRE SYSTEM, MI Product Control /HJ 1111E •••••• • •• • • •••••• • • • • 00000 •••••• • • • • ••••• • 1 39 3/8' MAX. FRAME WIDTH MAX. FRAME WIDTH MAX. FRAME WIDTH MAX. FRAME WIDTH D00R FRAME HEIGHT QO .1 ..., ..... rJ�SOff/i III IDIHI I A ) s \1. 17;7i 78' MAX. FRAME WIDTH 39 3/8' MAX DOOR FRAME MAX. FRAME WIDTH 169-3/4" MAX. z "g¢ 11 Q6 C SINGLE LEAF DOORS WITHOUT SIDELfTES. O SINGLE LEAF DOORS WITH SINGLE SIDELITE AT �i w g EITHER SIDE OF DOOR. FRAME WIDTH _._ _ __ _._ � � j*// / /O L.: _ __ .__ ©4. _._ _ O�'s o I i O II!1 O \ \ / O'13 ��IIO / DOOR FRAME HEIGHT q,) Q O. hi ' MEM 01 o riNni=11111111 I 1 ■■ •■t1 39 3/8" MAX. OTD 76" MAX. 76" MAX. DOOR FRAME INGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D WITHOUT SIDELITES OPTIONAL 78" MAX DOOR FRAME ig gi Q` 8 • 4g l • • • • • • r • �� •••••• •••• • •••• F. • • � (�a d •••• • •ll ry L`j S2 0 DOUBLE LEAF DOORS WITHOUT•SIDE!1 S. • i DOUBLE LEAF DOORS WITH SINC4E, §I1F�JTE AT z 0 ¢ "' EITHER SIDE OF DOOR. • • • Zrn� • • • w • • • / • i 6 PRODUCT REVISED Q O aW A as complyingwith tin Florda• • f' �. V al Building Code 3y } NOA-No. 17-1115.01 • el ,,•3 Expiration Date 05/22/2023 M to to ow W By MMnB-Droduet Control NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA .. 127.31 SQ. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS D.LO. HEIGHT (SIDELITE) a LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RN D.L.O. WIDTH (SIDE LITE) - LEAF WIDTH - 10" (WIDE STILES) D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES) APPROVED CONFIGURATIONS DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. • TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). a 7S 1 ta 4 drawing no. W13-68 sheet 8 of 16 •••••• • •• • • •••••• ••••• • • ••••• •••••• • • • 000000 • • •••••• a • n J 01 0 EXTERIOR FINISHES BY OTHERS DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CWLRT FOR MIN. LENGTH •. :.CONCRETE , 1111 m -T-T[- Ti. Imo'!Fi, m m J[ 1 IMA ;I FLUSH BOLT GUR)E TUBE G � Y i O q 1 o c 0 ()2 EXTERIOR 1 { — � 1I a) CI .41 11111"u EXTERIOR FINISHES BY OTHERS SEE LEAF CORNER DETAIL ON SHEET 15 POURED & HARDENED HIGH STRENGTH GROUT fc - 5000 P51 MN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SMMS OPTIONAL TO GROUT) 'CONCRETE - .w , : • '• ' :TYPICAL ANCHORS - ' SEE ELEV. FOR SPACING EDGE DIST. • . . . 'SEE CHART FOR MIN. LENGTH 4TT1. SIT.T OPERABLE, TTT3TTS (APPROVED FOR WATER R SISTANCS) .18Y W000 BUCK FASTENERS BY OTHERS 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • AT HEAD AT SILL AT JAMBS ANCHORS TYPE SUBSTRATE MIN. LENGTH MN. EDGE DIST. MIN. LENGTH MIN. EDGE GIST. MIN. Amy LOGE PST. 1/4" DIA. ULTRACONS WOOD 2-3/4' Y N.A. NA 3-3/46 • • • • 1' BY 'CLOY MASONRY NA. NA N.A. NA _3-3/e • -• 2-1/2" —. (Fu-177 KSI, Fy.155 KM) CONCRETE 2-3/4" '2-1/2' 2-3/4' 2-1/2' 3-31f4 1.A { 1/Y 1/4" DIA. SELF DRILLING SCREWS METAL 3/4' 3/4' NA NA 3/4 • • • 3/4' 1 (GRADE 5 ORS) • • • • ma W000 = 2BY WOOD BUCKS 0R NCO() STRUCTURE S G. = 0.55 MIN. MASONRY - C-90 HOLLOW/FILED BLOCK fm = 2000 PSI MIN. CONCRETE - fc - 3000 PSI MIN. METAL = 1/5' MIN. THK. STEEL Fu=58 KSI, Fy=36 KSI MIN. MIAMI-DADS COUNTY APPROVED MULUON 1/B' MN. THK. AWMINUM (6063-T5, Fu-22 KSI) IB1' 0R 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. OPFRART F UNITS (NOT APPROVED FOR WATER RESISTANCE) LAIR MAX. DESIGN LINOS TO *62 PSF OPERABLE UNITS (N0T APPROVED FOR WATER RESISTANCE) UU T MAX. DESIGN LOADS TO L62 PSF 2 n z U • e 4.'n - •• ••• • (/I• La.. • •••••• ca Clan u- • • • 2 to J • • • aWLL a • •• • t • • CJ at 4 O • • • • W' U m .' J Nrno 1 PRODUCT REVISED as compNina wl h the Florida BUBdIRO Coda NOA-No. 17.1115.01 Expiration Date 05/22/2023 By M1ami-1ad duet Control DOOR DETAILS ``Y111111AH 1INjF No. 502 ATE OF 5 0 0 8 E E 0 0 5 S 0 0 0 •• drawing no. W13-68' (sheet 7 of 18, •••••• • •• • • •••••• • • • • ••••• •••••• • • • •••••• • 00000 1 • TYPICAL ANCHORS SEE ELEV.•` •' FOR SPACING ' SEE CHART• 4': FOR MN. LENGTH . EXTERIOR FINISHES BY OTHERS 3/8- MAX. LOAD REARING SHIM 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS • SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH . EXTERIOR FINISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM NOT APPROVED O FOR WATER RESISTANCE ACTIVE LEAF DLO. LEAF WIDTH 39-3/6" MAX. EXTERIOR L FRAME WIDTH (X) INACTIVE LEAF LOCK OPTIONS SEE SHEET 14 TYPICAL SEE ELEV FOR SEE FOR LENGTH LOCK OPTIONS SEE SHEET 14 3/8" MAX LOAD SEWING SHIM E NOT APPROVED FOR WATER RESISTANCE D.40. 36-9/16" MAX. LEAF WIDTH `0 APPROVED FOR WATER RESISTANCE WITH STD. SILL ACTIVE LEAF 76" MAX 7`,0 D.LO. LEAF WIDTH EXTERIOR • • LOCK OP 1A• • SEE.SIjEET•I • • • • • ••••.• • • • is" �FfE��t !� is•EL CI�RfPISCw FOR MIR 1F71CIH • • • •. ••. 1/4" MAX. SEE SHEET 1 FOR GIAZNG LOCK OPTIONS FRAME WIDTH (XX) APPROVED SEE SHEET 14 EO FOR WATER RESISTANCE WITH STD. SILL EXTERIOR PRODUCT REVISED as complying with tn. Florida Building Code Non -Ito. 17-1115.01 SHIM . DOOR DETAILS • • 4 0 a 0 n Y a drawing no. W13-68 (sheet 8 of 16) ••••.• •• • •••••• • • • ••••• •••••• •• • s g EXTERIOR FINISHES BY OTHERS O 0 `• DONCiiETE °' EDGE OAST:' TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR I4N. LENGTH EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM TYPICAL ANCHORS _SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH DOORS WITH SURFACE APPLIED PANIC HARDWARE LONG SEE J -17 D.LO. DOOR LEAF WOTH z n 3 7d o ` 8 a� oEl< o� 2 1 J y • • • • • • • • IL.: ^ •••••• • •••• • • • • • • • 000000 • • ••••••• OP110••••• r • • SHEET 1aa• • ••ate:u Y ••••• T•• •'pah 4 • • • Zin • • • • 2W N • Ua • •• • t 40 • aUm iv •••••• • $ $__} • • • M NWo DOOR LEAS WIDTH 76' MAX. ' ADA TARRSFTOT.p OpTTON ;A9 OPERABLE UNTTR (NOT APPROVED FOR WATER RESISTANCE) LIMIT MAX DESIGN LOADS TO *62 PSF EXTERIOR DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-1115.01 Expiration Dat• 05122/2023 By Mlam •ad uct Contra DOOR DETAILS IA1II111111/f EE if Da 8 5 s s s o� • • • 8 � drawing - no. W sheet13-686 9 of 1 "TYPICAL ANCHORS = SEE ELEVATIONS . FOR SPACING 'SEE•C 3A T.• 28Y g••: Bl1CN OR METAL. STRUCTURE, OR APPROVED MULLION EXTERIOR FINISHES �- L 'FOR MEN: tiNC'fH. • • t. OOI'[CRETE .:• . STRUCTURE Ed (SEE SHEET 7 FOR SPEC) :AC.-HIROOQ CORPORATION bNOIN d PRODUCT DEVELOPMENT E 9r�SO sU DRIVE. SUITE 220 rwMI.I4. mow33178 MAN. 3538) (505) 2044100 FAX. (305) 352ee78 3 J BY OTHERS � /I ' - .. J I�j) _ i _ .�i ,.— m O ® O 0 0 al TYPICAL ANCHORS ro SEE ELEVATIONS FOR SPACING SEE CHART s 9N a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART C• ',' 3 R fl el _ _ FOR MIN. LENGTH FOR MN. LENGTH • • TRANSOM HEAD FRAME, } • • • : •• • •••••• N 1 _ 0 • •••••• •••• • • • •••• •• SERIES Sb4-4 ALUNIOUTSWING B1IRANCE DOOR LN.I.) rsiw 1mPACT•WINDOWS c. • 975 S. CONGRESS Ave. u102 • DELRAY BEACH, FL 33445 1EL (581) 274-9302 FAX. (561) 274-0262 Al • •••••• • • • TYPICAL ANCHORS • • • • SEE ELEVATIONS • • • • • • FOR SPACING SEE CHART • • • • Ii /12 X 1- FOR MIN. /4' LENGTH • • • • • •• sMs AT 12'O.. MAX. '• • • • ••• • G PU. 1 18 = ® o ALTERNATE LOCATION .: FOR ANCHORS �J - - m a °c •'i ap sp 1 ¢ t5 ; ; t E R g H � � '#', u " PRODUCT REVISED _l �- mnpiyIny with the Florida c rt NOA-No. 17-1115.01 � ®� • EXTERIOR Expiration Date 05/22/2023 O •'• OB e DLO. `/ EXTERIOR FINISHES MI•tdl-b roduct Control 73 3/13• MAX. c ' =' � ' 11 .d o ' c 0^ d ^o % BY OTHERS TRANSOM LEAF WIDTH [�' = . . MAX. 3/DEAR DOOR/TRANSOM WIDTH TRANSOM DETA[[S ` o� m o o w •� L�HIM Imo' R S v i o • �T} : �. :r `,�,.f OPERABLE DOOR WITH TRANSOM A iL uliill OF ""' AA"• drawing no W13-68 sheet TO o[ 16 •••••• • •• •••••• • • •••••• • • ••••• •• ••••• •••••• •• • �••••• • ••••• • EXIERIOR FINISHES BY OTHERS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHAR! FOR MN. LENGTH COFNCRETE ]JiE FRAME HEIGM ELLIE LEAF HEIGF(F m "'i. ® m d ' 0 II O 1 O1 § o I I 1 o g 0 a 1 ul O m 18 ,,. m(1) .I 5J CONCRETE EDGE GIST • 1YPfCAI. ANCHORS SEE ELEV. FOR SPACNG SEE CHAMIN. T LENGTH MN. FOR STANONEn TS1ATTONARY VENTS (SINGLE SIDELITE) POURED & HARDENED HIGH STRENGTH GROUT f'o — 5000 PSI MIN. NOT BY SJ.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LDAD BEARING (SOUD SHIMS OPTIONAL TO GROUT) TYPICAL ANCHORS SEE ELEV..: FOR SPACING= SEE CHART FOR MN. LENGTH. EXTERIOR FINISHES 8Y OTHERS 3/8" MAX. LOAD BEARING SHIM • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MN. LENGTH EXTERIOR D.L.O. NARROW SIDEUTE LEAF WIDTH 39-3/8" MAX. STAND ALONE SIDEUIE WIDTH 18Y WOOD BUCK FASTENERS BY OTHERS TYPICAL .ANCHORS SEE ELEV. FDA SPACING SEE CHART FOR MN. LENGTH 3/8" MAX. LOAD BEARING SHW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17'1115.01 Expiration Date 0 1' 2/2023 By Ma act oohs. • • • is • •• • •••••• • O 00000 • • • • • • (11411V OPi gti 11 �n d ce csE Ik 3 0. •r •• g •••• • rt •.•.•• .8aM - •• • • 5y11 • J • TYPICALTNCMORS • U U l�R alVSPAONOAI 1 eft �Q U m Ci OR CHART • • K ms . rG�, — i3 ,n17... m lnrno o •••.•• . . •• •• SHIM SIDELITE DETAILS irS4 IMO 5FEEE �i fig 3 5 8 b drawing no. W13-68 (sheet 11 of 16 •••••• • • • •••••. • • •••.•. • • • • •.••. •••••• • • • ••..•• • • ••..•• • • O DOOR/SIDELITE FRAME HEAD/SILL 4.668 .094 2.481 t 1 .200A 0---2.125— FRAME JAMB -1.900-1 I 1100 TYP. 4.000 7 CO TOP/BOTTOM RAIL .437 4.000 S1W502) 6.000 5;99537) 6.000 SIW536 100 TYP. F-1.900-i BOTTOM RAIL L .750 E---2.122 O TRANSOM MUWON 4.040�{ 2 .076 .,25j TYP. ® HINGE/LOCK STILE 078 TYP. () SIDELITE SASH STILE DOOR TRANSOM MULLION ADAPTER L .750 1 0 TRANSOM FRAME HEAD O FLUSH BOLT BLOCK \J CHAIR RAIL .174 1.969 .084 2.021 14 JAMB/MULL ADAPTER 375 676r 1.070 t1 SNAP COVER INTERIOR GLASS STOPS .170- 1 056 1.059 2.116---i (9) JAMB SCREW COVER Q TRANSOM SCREW COVER .662 .603 1.196 050 1.365 EXTERIOR GLASS STOP .299 0 DOUBLE DOOR ASTRAGAL - .9- 22 1.116 1� •-r �415 36 THRESHOLD COVER 0 STEEL REINF. -.102 .Soo OPTION 11 20 ADA THRESHOLD .655 1.260 .150 { 2089 1.375 to SINGLE DOOR ASTRAGAL OPTION #2 ADA THRESHOLD • • • .. •• • •••••• • •••••• •••• • • •• •• •••••• • • •• •• • • • • • • • • r • • • • • - • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Cad. NOA-No. 17-1115.01 Expiration Data 05/22/2023 *duct Control • iho odIR c 0 5tl 'u 0 O 8 B if rowing no. 13-68 sheet 13 of 16 ••••.. • • • • • •••••• • • • Oil •• • • ••••. •••••• • • • ••.••• • • •••••• • • LOCK OPTIONS 1 & 3 $TD. 3 POINT LOCK MAX. FRAME HEIGHT - 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF' =MUTT 3 POINT LOCK ASSEMBLY (M18055) BY 'ADAMS RITE` WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION f3. WCK ASSEMBLY (W5110-STACT8) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL 1NACTNE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34" FROM TOP fI 1 Alt / / / / / / \ \\ \ / / / / / / q \ '� \ \ \ \ ♦ \ V. ' \ 1 / / 4 1 / 1 / 1 / ACIWE \ / t4VCIIVE \11 ALINE 36-9/18' 36-9/16' LACK OPTION i2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF' EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLNMN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE of LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULUVAN & Aggr1C.' MANUALLY OPERATED LEVERS MOUNTED ON INS DE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP • s 1 Lf 1 �) 1 /1 /�1\ // {{I // 1 \ / 1 / 1 \ \ C/ \ \ / \ \ I// ACTIVE 1 µALINE\ !toms ) 38-9/18' 38-9/18" LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTIVE LEAF. SURFACE VERTICAL ROD PANIC DOT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38 FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1 8-32 X 1/4" SOCKET HEAD MACHINE SCREW 1 jf6 X 3/4" FIT TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WIIH (2) 1/4-20 X 1-1/4' SCREWS. 1T9M # PART # RIND. DESCRIPTION ML5391.L MANF./SUPPIJZR/RZMIRYS 1 SIIY523 AS READ. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR/SDE1RE FRAME HEN/SILL 8083-T8 - 2A SIW505B 1 TRANSOM MULLION 6063-T6 - 3 51W506 2/DOOR FRAME JAMB 8063-T5 - 4 SIW502 1/ LEAF DOOR TOP/BOTTOM RAIL 8063-TO - 5 S8Y537 1/ LEAF DOOR BOTTOM ROB. (6') 6063-76 SEE SHEET 13 5.1 SIW536 1/ LEAF DOOR BOTTOM PAL (a") 6063-TB SEE SMELT 13 6 SFW503 2/ LEAF HINGE STILE/LOCK STILE 6063-76 - 7 SIW507 2/ LEAF SIDEIITE SASH STILE 6083-T6 - 8 SIW542 AS REND. DOOR TRANSOM MUWON ADAPTER 6063-T6 - 9 SI1V511 AS REGD. SCREW COVER 6063-16 JAMB & TRANSOM 10 SIW509 AS READ. DOUBLE DOOR ASTRAGAL 6063-T6 - 10A SIW535 AS READ. SINGLE DOOR ASTRAGAL 6063-T8 - 11 Sr*510 AS REND. SCREW COVER 6063-75 - • • 12 SIW512 AS REND. INTERIOR GLASS STOP 6063-75 - • • • 12A DWF-024 AS RE00. INTER/OR GLASS STOP 6063-15 •• • - 13 SIW513 AS REIN. EXTERIOR GLASS STOP 6083-16 - • • • • • • 13A S1W533 AS READ. (L EXTERIOR ASS STOP 6063-T6 - •• 14 SIW504 AS READ. DOOR JM1B/MULL ADAPTER 6083-T5 - 15 73018E - BLAB WSTRIPPRNG VINYL CENTRAL P1.510 • • • 18 U4513 - 0-LON W STRIPPUp VINYL SCHLEGEL • • • • • 17 5530 AS REND. INTERIOR GLAZING GASKET (OUROMETER 7015) SANTOPRENE BY CENTRAL. 17A 5531 AS RE00. EXTERIOR GLAZING GASKET (OUROMEIER 7015) SAHTOPRENE • • BY CENTRAL PLASTICS • • 18 W23201NW0020 AS ROO. FNSEAL PILE W STRIPPING - ULTRAFAD • ' • • 20 f8 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4' FROM f1ND%♦ a"•O.0. 21 f8 X 1/2" AS READ. GLASS STOP SCREWS SELF ORIWNG - AT 8' FROM:INDS & 18. 0.C. MAX. 22 f12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT 6' FROM ENDS & 1r 0.C. MAX: 24 S044H0 4/LEAF BUR HINGES 5T. STEEL OELTANA • • • • 25 - AS REND. MUWON REINFORCING STEEL • - •a 26 f12 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS • 27 f12 X 2' AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 1 28 f12 X 1/2' AS REQD. HINGE ASSEMBLY SCREWS ST. STEEL FN MS TYPE F SS 29 20305 AS RE00. ADA THRESHOLD OPTION 11 6063-T6 - 30 09019AV36 AS READ. DOOR BOTTOM SWEEP ALUN/wart BY CRL 31 SIW521 - FLUSH BOLT BLOCK 6083-T6 - 32 f2 - FLUSH DOLTS - SULLIVAN & ASSOC. 34 S1W539 - 2' CHAIR RAIL 6063-T6 - 35 SWW546 t ADA THRESHOLD OPTION f2 8063-76 - 38 51W547 1 THRESHOLD COVER 6063-76 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SFAI FR. HINGES; 4' X 4" ST. STEEL BUTT HINGES DELTANA (DS84NB OR SD44HD) AT 13" FROM TOP AND BOTTOM ENDS AND 28-5/8' O.C. MAX HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) f12 X 1' FH M5 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS H2HER THAN 6/8 PRODUCT REVISED as comp np with the Florida Building ode NOA No. 17-1115.01 expiration Date 5/22/2023 RBI I-D•pa Product Control `� AVA�1 AH YNYYA''. r4. S/ 1•• • - • • • QED a 7y0 n o ° (/)* OQM dm r < �� v g h 8 R A d awing no. W13-68 (sheet 14 of 16 • •• • • •••••• • • • • ••••• • • • •••••• •••••• • • 106 DOOR/SIDELITE FRAME TOP CORNER DOOR/SIDFI ITF FRAME BOTTOM CORNER TRANSOM TOP CORNER TRANSOM MUWON CORNER 1111111111 •••• • THRESHOLD CORS6R•.• OPTION ill • • •• •• 6" X 1-7/8 X 1/8' ALUM ANGLE • • 1-1/4' WIDE ADA THRESHOLD CORNER OPTION #1 1B X 1/2" FH MS 2 PER SIDE PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17-1113.01 Expiration Dat.05/22/2023 BY roduct Control ^5 drawing no. W13-68 (sheet 15 of 16- •.•... • • OOOOO• • • ••.•.. • • •••.• • • •.•.• •••••• • OOOOO • • • OOOOOO • • ACCESS HOLE DOOR TOP CORNER ST. STEEL WASHER 2' X 1.2' X .l8' ALUM PLATE 3/8 THREADED ROD 3/8' NUT DOOR BOTTOM CORNER ACCESS HOLE CHAIR RAIL CORNER • • • • • •• • •••••• • •••••• • • • • • • • • • • 000000 • • •• •• •••••• • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1115.01 Expiration DateBy OSS//2laa� roduut Control ad4-P ontrol Mho vg222% ^ m .4 O 1 a 8 3 8 R [drawing no. W13-688 theet 10 of 16 •••••• • • • 000000 • •••••• • • 00000 • • ••••• •••••• • • • 000000 • • •••••• • • M IAM aDy4DE i COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DESCRIPTION: Series "600 KM " Aluminum Sliding Glass Doors (Dry glazed) w/wo Reinforcements .I' APPROVAL DOCUMENT: Drawing No. W12-24 Rev C, titled "Series 600KM Alum Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised en MAR 23, 2016, prepared by A1-Farooq Corp., signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement, shims & Sill adapter options 2. Min Three (3) tracks are required for all configurations. Optional 4-tracks & 5-tracks may be used. Min four (4) pairs of cluster anchors (total=8) are required at each Bead interlock / astragal ends and three (3) pair anchors (total=6) at Sill interlock/astragal into Conc. lx or 2x buck to be properly secured and to be reviewed by AHJ. 3. Glass lites wider than 36" shall have two setting blocks per FBC requirements. 4. Max. Panel width not to exceed 48" wide & 98-1/8"high. For series "Hi -Rise" any numbers of panels are allowed which can be fit into overall continuous max door frame height= 100-1/4" & frame width= 423" and not to exceed max allowable frame area of 294 ft2. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by he wosds ounty, Florida, and followed by the expiration date may be displayed in advertising literature. If an pirtioti of t ;NqA 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 regiiestplthe Building Official.... This NOA revises & renews NOA #15-00528.16 contis{s of hi spx e 1 and evielencpges E-1, as well as approval document mentioned above. . •• • . • •• • . •• • The submitted documentation was reviewed by Ishaq I Chanda, P.E. • MIAMI-DADE COUNTY APPROVED • • • • • • • • • • • • • • • • . • • •••••• • • .•••• • • •• • •• •. •. •• •• •• • • • • • • • • • • -� NOA No. 17-0717.06 expiration Date: August 31, 2022 ,:Approval Date: August 31, 2017i Page1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1 Manufacturer's die drawings and sections (submitted file referenced below) 2. Drawing No. W12-24 Rev C, titled "Series 600KM Alum Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on MAR 23, 2016, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files#15-0528.16/13-1212.10/#12-0611.03) 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 diagram of MOM and OXXX aluminum reinforced/non-reinforced Sliding Glass Door, prepared by American Testing Lab of South Florida, ATLSF # 1222.01-11 dated 04/27/12, signed and sealed by Henry Hatem, P.E. Note: This file has an addendum letter #2, dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5th Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprene121-67W 175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated May 30, 2012, issued by American Testing Lab of South Florida, signed and sealed by Henry Hatem, P.� • • • •••••• • . • G. OTHER • 1. This NOA revises NOA #12-0611.03, expiring OR/31•/17. • • • • • CIA col- •• ••• •• ••• ••• • • • IshagI.Chanda,P.E. • • ••••• • • • Product Control Examiner • • • •• ••••� •••• •.•• ••• NOA No. 17-0717.06 •Expiration Date: August 31, 2022 August 31, 2017 E; •1 • • • . . . • . . • ... • . . . • .. . . • . . • Approval Date: • • . • .. . SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS 1. Drawing No. W12-24 Rev D, titled "Series 600KM Alum Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on JUL 06, 2017, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P E B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.)'for the "Sentry Glass ® Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) & FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renews NOA #15-0528.16, expiring 08/31/22. • ...... . . .. .. • • • . • • • •• ••• •• • • • •• lS1ti— \ .(--,1-ta . • • • • • • • • • • I�haq I. Chanda, P.E. •• • .• .• . . .• . .• . • • • • • • • • • Product Control Examiner •• • •• • . .• .• . •. • • • • • • • • • • NOA No. 17-0717.06 • ••. Expiration Date: August 31, 2022 Approval Date: August 31, 2017 h•Q • • . • •.• . • • •• . . • .• . • • • . •.• . • • • . • . . . • . . • • ••• •• • • • ••• •• • • • •• •• •• • • • • • 8 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES '600KM' ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. 189 3/4" r DOOR WIDTH (4) PAIRS ANCHORS IN PAIRS AT FRAME HEAD AT HEAD/SILL/JAMBS 18" MAX. 6" 6' 5 3/8' MAX. EACH LOCATION SHOWN HEAD/SILL 3" HEAD/SILL CORNERS I e \% I / '— O _ — C ii II II II II II/ I O % % OF• i,i x a. co. c — . .`, /• < '' //LL�� 1� O%_ ./, ., ,/, , • • : • • _ — — __=_ap____ i I ®B �` p p • • • • • • •••U•• • • •• •• • • • • • FALSE MUNTIN OPTIONAL THIS PRODUCT HAS BEEN DESIGNED AND ItsltD TO COMPLY WRH THE REQUIREMENTS OF THE 2017 (6TH EDIRON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 25Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AU. SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 41 3/8' 41 3/8" T / D.L OPG. 48' MAX. PANEL WIDTH D.L. OPG. 48" (MAX.) PANEL WIDTH r -4 O q W olI Q 2 N6Q 1 1 LLC v6p o 5,11 • 2E5. ••gym€ . �••. • N ••• 2 • • (3) PAIRS AT FRAME SILL TYPICAL ELEVATION NON-REINF RESIDENTIAL SERIES (MAX. 4 PANELS) DAYLJTE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 7.375" D.L.O. WIDTH = PANELWIDTH - 6.625" DOOR HEIGHT - PANEL HEIGHT + 1.875" / /WWEEFS AT CENTER OF EACH PANEL E REVISED I l WHY tie Ftoa & Site A UL+ 2! 2-e2.7_ m •• • • • • ••• • ••• • • i• Jis:. s i 2017 `i1111111sst11j�A`/ o. 70562 • 41.§ jt IONAL Q • q r 1 0 0 n v S 8 B a 0 a 0 18. R3 88 B c t drawing no. W12-24 (sheet 1 of12) • • • • • • •t• • • • • • •• • • •••• 8 5 3/8" MAX. HEAD/SILL CORNERS 282' TESTED I AWL PAIR READ. AT HI -RISE SERIES ONLY FOR PANEL WIDTHS ABOVE 40' i 1 I I I DOOR WIDTH ANCHORS IN PARS AT HEAD/SILL/JAMBS EACH LOCATION SHOWN (4) PAIRS AT FRAME HEAD 18' MAX. 6' 8' HEAD/SILL 3' .' I 1 1 I 1 1` I 1' , 1 1 1 11 1_; 1 1 1 1 I ... — _ I I I I ; W a © I ,;,. D1 D2— ,/. — D@ ,,. E1 ,/. 01Ca ,,. ,,. • • • • _ ti O• + •••• 1 • • •• •• • 1 • 1 �// .K-. ^I-� `". ` ---� , .'-r-'�� _--- • FALSE MUNTIN Y OPTIONAL 41 3/8' D.L. OPG. 48' MAX. PANEL WIDTH I 1 41 3/8' I, I I D.L. OPG. 48" MAX. PANEL WIDTH TYPICAL ELEVATION REINF. HI -RISE SERIES NOTE: THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48- MAX. DOOR HEIGHT = 100-1/4' MAX. OVERALL DOOR FRAME AREA = 294 SQ. FT. MAX. OVERALL FRAME WIDTH = 423' 6' (3) PAIRS TYP. AT FRAME SILL • 1• •• • WEEPS ATAT CENTER OF EACH PANEL PRODUcrRevUM esae.lpvre wits, slea Moeda A 6e�N• 17-0717.04 Wing* Due 9i'&1 `2.2- 5�✓tiles Prodsm Cosecs* •• ••• •• • m•• • • • • • ••• • • • • • Ital ?• ;' li ^ 21111 %N tit a 1111j��/ oiviirEAt.oF9 w;i: 111111 tttt s • drawing no. W12-24 sheet 2 of 12 1 • • • • • • •,• • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF AVERGE PANE. WIDTH ACHES DOOR HEIGHT DOES 1/2" SHIM SPACE 3/8' SHIM SPACE NON-REINF. RESIDENTIAL SERIES STD. INTERLOCK REINF. HI -RISE SERIES H.O. INTERLOCK/MAC. STILE REINF. HI -RISE SERIES H.D. INTERLOCK/IOC. SRLE EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) 47-7/16 82 50.0 00.0 90.0 98.0 90.0 110.0 48 • 50.0 - ""' 60.0 90.0 98.0 90.0 110.0 47-7/16 48 B4- 50.0 60.0 90.0 98.0 90.0 110.0 50.0 60.0 90.0 96.0 90.0 110.0 47-7/16 48 90 50.0 60.0 90.0 98.0 90.0 110.0 50.0 60.0 90.0 98.0 90.0 110.0 47-7/16 48 B6 50.0 60.0 90.0 98.0 90.0 110.0 50.0 60.0 90.0 98.0 90.0 110.0 47-7/16 48 SIB 50.0 80.0 90.0 98.0 90.0 110.0 50.0 60.0 90.0 98.0 90.0 110.0 47-7/16 100-1/4 50.0 60.0 90.0 98.0 90.0 110.0 AUG. S11LE/LOCK STILE NON-REINF. RESIDENTIAL SERIES STD. INTERLOCKS AVERAGE PANEL WIDTH DOOR WIDTH NUMBER OF PANELS ALL EXILWOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 4" SILL HEIGHTS. FOR 2-3/4' SILL HEIGHT LIMIT D(T.(+) LOADS TO 50.0 PSF FOR 2-1/4" SILL HEIGHT UMR EXT.(+) LOADS TO 45.0 PSF SEE SHEET 7 FOR DETNLS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS NEEDED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 INTERLOCK MTG. STILE/LOCK STILE REINF. HI -RISE SERIES H.D. INTERLOCK 1T8M PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RCMARES IA 702 1 3 TRACK FRAME HEAD 6063-T6 - 1E1HEA 1 4 TRACK FRAME D 6063-T6 - 1C SIW-001 1 5 TRACK FRAME HEAD 6063-T6 - 2A 701 1 3 TRACK FRAME SILL 6063-T5 - 2B SM-005 1 4 TRACK FRAME SILL 6063-T6 - 2C SN1-002 1 5 TRACK FRAME SILL 6063-T6 - 3A 703 2 3 TRACK FRAME JAMB 6083-T6 - 3B SIW-006 2 4 TRACK FRAME JALIB 6063-T6 - 3C SAV-003 2 5 TRACK FRAME JAMB 6063-T6 - 4 709 1/ PANEL PANEL TOP RAIL 6063-T6 - 5 710 1/ PANEL PANEL BOTTOM RAIL 6083-T6 - 6 705 1/ PANEL JAMB/LOCI( SIRE 6063-T6 - 7 707 1/ PANEL STD. INTERLOCK STILE 6063-16 - 8 708 1/ PANEL H.D. INTERLOCK STILE 6063-T6 - 9 706 AS REDID. ASTRAGAL STILE 6063-T6 - 10A 704E AS READ. 2-1/4" SILL ADAPTER 6063-T5 - 108 - AS REQD. 2-3/4" SILL ADAPTER 6063-T5 - • 4 10C 704A AS READ. 4' SILL ADAPTER 6063-T5 • • ♦ • • e 11 900 AS READ. REINFORCEMENT 6083-T6 • • • 12 703A AS READ. JAB ANCHOR COVER 6061-T6 - • 13 - AS REDID. GWJNG GASKET SANTOPRENE C & TICS • • 14 W22285NK AS REDID. FIN SEAL PILE V'STWPPING POLYPROPYLENE 1R1RKK• • 15 9270 AS REDID. BULB WSTRIPPING VINYL -ea*. 16 D7505AMW AS READ. PILE PADS - •• BLTRAFAB • • • 18 - - LOCKS - atstIL VIORDWARE • 19 - 2/ PANEL ROLLER ASSEMBLY - • 21 /14 X 1-1/2" 2/ CORNER PANEL ASSEMBLY SCREWS - 144451414A. • 4.l r- 1/4' HEAT STREN'D GLASS r .100" Interlayer SentryGloe rBy 'Kwaroy Americo, Inc. r1/4" HEAT STREN D GLASS 1 GLAZING DETAIL 9/16' OVERALL LAMINATED CLASS • • • • • • • • • • •• • • •••e • •• • MLODUC( lama 6 V{eilieg Cede the Thetas .L Rsigere bete ' o I 0 r A 517 2.2_ of DI .. '%•6� ..� 1j A4ALIW"k0‘ r V` Z �k M C 7 8g O�FOO' o 4 mglg etmiti Q W 0 f 0 COMP-ANL\W12-24SM •i•••• N • qt a -2 ' u7 3wE•"r••• Er a V m ? U1 }•e �a,g0 • • •• • •• `0- n c v tl 5 a c Y 9 g [drawing no. W12-24 • e••• • •• • •••• sheet 3 of 12) ••• -© XO (SHOWN) OX OX—O (sHowN) O—XO — O. t oO -* o- XOX (SHOWN) (r- ©--- ©-‘- O XXX (SHOWN) o— ©- IS 7 o- I b I I OX—XO (SHOWN) XX (SHOWN) I _._ it F Ili A. EXTERIOR 1-1/2" X 1-1/2" X 1/8" ALUM ANGLE AT TOP & BOTTOM SECURED TO FRAME & STILE WITH # 0 SMS, (1PER LEG , IIi , ,, �;' �'I, �- EXTERIOR cr5::Ij,-,,L1 OW L�.,� EXTERIOR CrO 1 foliu • • NOTE: • • • CONFIGURATIONS SHOWN FOR ILLUSTRATION PIIiPOSE•ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN•SHEtirs J & 8) • , 111111 L.. iF too. Iii_ 0. E NON—RFINF. RESIDFNTIAI SERIFc APPROVFD CONFIGURAT1ONc UPTO MAX. 4 PANELS •• '•• •• •• •••• •• • . • • • • • • 'I • 5' .4 • • • xl • • • II •••• • wilb▪ elb rROOU • • •• ar.11�•e..i RESIDENTIAL SERIES WITHOUT REINF. %o111 SIIi7 / TE OF 0RIoP."" \ ° NAL `� 0 9 8 2 2 drawing no. W12-24 (sheet 4 of 12 • • • • • • • • •• • • • • • •• • • • • • O b XO (SHOWN) ox 0 - b D_ XX (SHOWN) 0- _ o- C— OX—O (SHOWN) o—x0 - ® ©- b o- 1 J XOX (SHOWN) o- J XXX (SHOWN) 4- b. I _ _- fi`._ CM EXTERIOR 1-1/2" X 1-1/2" X 1/8" ALUM ANGLE AT TOP & BOTTOM SECURED TO FRAME & STILE WITH /10 SMS. (1) PER LEG .. I� + + 1® 1�1 4 L tl = IIri m "�•�J EXTERIOR REINF HI—Rl$F—SFRIFS APPROVED CONFICUReTf hLS UNUMITED PANELS MAX. PANEL WIDTH - 411- NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48" MAX. DOOR HEIGHT 100-1/4" MAX. OVERALL DOOR FRAME AREA = 294 SQ. FT. MAX. OVERALL FRAME WIDTH - 423" • • • • • •• • • • •• •• •• •• •.•. •.. • • • •..• . • . •. •. • • • • • •• • PRODDCI'• . APt.•re N• .Ob• {EIWM4. D.te_..st Z t 14 Z •• REINF. HI —RISE SERIES WITH REINF. 22yy ``111111111•T/// ) co""aV Z q r O gg o Fat opt,clogE •Q��n v ei an ZJ a •• • • �•• 11 • ••• 3 n �• • tnmo.d ••• • 11, R 9 ✓s drawing no. W12-24 sheet 5 Of 12) — 0 06 0 3 9 0" "o OX—XO (SHOWN) OX—XXX (SHOWN) —c)® 9 0 0-- a 0-- to 0-- 0-- o ©- 9 OXX—XXO (SHOWN) REINF. HI —RISE SERIES APPROVED CONFIGURATIONS UNTAXED PANELS MAX. PANEL WIDTH = 48" , pill' ,I_ES flL__ I EXIERK)R • •• • • • •• • •• • •••• • • •••• •• •• • • • • • • • • r e • • • ^� I i EXTERIOR — NOTE CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48" MAX. DOOR HEIGHT = 100-1/4" MAX. OVERALL DOOR FRAME AREA = 294 SQ. FT. MAX. OVERALL FRAME WIDTH = 423" • PROW r agy sits bebilsicud.wY► t4 F7e,i! Aa°"m•°.N••OG Natetc �� REINF. HI —RISE SERIES WITH REINF. ATE OF J N X O_"� V)r 3T M oa"' •••• Z UTj • • 3wT`�•••• aoA •• o_om• ;u»• • (7ro`.; • • • • � • • 0 0 oa a 5 5 S 8 h 2 • • • A 1 B 5 drawing no. W12-24 sheet 6 of T 2 ) • EXTERIOR TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 18Y OR 2BY WOOD BUCK (SEE NOTE BELOW) RISER SECURED TO EACH JAMB WITH (2) j6 X 1/2' FH SMS POURED & HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY VW uuST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN PAIRS CLUSTER OF 3 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PARS AT STILE ENDS ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING I 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 If51, Fy=165 KS) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD (MEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY, 1-1/2' MIN. EMBED INTO CONCRETE (HEAD)— —� 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY Th 2' MIN. EMBED INTO CONCRETE (HEAD) 1-3/4' MIN. EMBED INTO CONCRETE (SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) UMIT MAX. UMIT MAX. EXT.(+) LOADS EXT.(+) LOADS TO 90.0 PSF TO 50.0 PSF 1/4" DIA. TEKS OR SF1 F TnRII 1 IN(` SCRFWLS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL FDGF DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. UMIT MAX E T.(+) LOADS TO 45.0 PSF TYPICAL ANCHORS IN PARS CLUSTER OF 4 PARS AT STILE ENDS SEE ELEV. FOR SPACING META. STRUCTURES EDGE (SEE SPEC BELOW) •• • •• •• • • • • • • TYPICAL AIRCOIGNS *IMPAIRS CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPICING • • • • • • •••• • • • •• •• • • • • •• • •• •s w�j Or' t�te4 node • • AmPuerN*1 BeTc0%1 „Age At+J14. • cfCeeYy�•- PROPERLY SECURED 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. RESIDENTIAL SERIES HI —RISE SERIES J t:s 8 6 2 c • • cn Y • o na Aram • • —1/) l I .•. L = an Uz<� • <Omo, • 0_V • M • • 4C• • • • • 3nW�••L • (np,p ' •••• • 1n 0 Y drawing no. W12-24 (sheet 7 of 12) • • CONCRETE. SHIMS OPTIONAL TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING 4 TRACK FRAMES ANCHOR LOCATIONS 4I110CC®ill 1� 1ij iI!L4 all EDGE DIST.Air lE9 'ICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCK (SEE NOTE ON SHEET 7) TYPICAL ANCHORS O 3 ROWS SEE ELEV. FOR SPACING 1/2' MAX. SHIMS SEE Dp IN I-�SHEET 3 3'S'�.lZ�� kiIIli=1-! 5 TRACK FRAMES ANCHOR LOCATIONS SHIMS OPTIONAL A1117 TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING IBY OR 2BY WOOD BUCK (SEE NOTE ON SHEET 7) n f MeoOUc I. REVISED ssoAbr{ whIt • t Fled& Cede Aeer•teme Ne 6'7 r7.GL ww 44ltrDeere_ _ z, TYPICAL ANCHORS IN 3 ROWS SEE ELEV. FOR SPACING • MILIV Nur W n 0. I/2- MAX.. SHI • SEE Dp IN, • :�' SHEET 3• n •• 11. EXT. L0%11111/ if . kti,y •• • • • • L a • lY . • • / ATE OF �. . At.1111 • • T C r 00 8 S B 0 0 0 • • • is s drawing no. W12-24 sheet 8 0(12 • • • • • • • • • ••• • • • • • •••• • • • • • • • • • • . TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2' MAX. SHIMS /e X 3/4' FH TEKS rAT 4' FROM ENDS / AND 12' O.C. MAX. PANEL WIDTH 4/ 48' 1BY OR 2BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING 1/2' MAX CcD SHIMS SEE Dp IN SHEET 3 EXTERIOR PANEL WIDTH MAX. OVERALL DOOR WIDTH - 189 3/4- (4 PANELS) 3/8" MAX SHIMS SEE Dp IN SHEET 3 METAL STRUCTURE (SEE SPEC SHEET 7) I X 3/4' FH TEKS AT 4' FROM ENDS AND 12" O.C. D.LO. 1BY OR 2BY WOOD BUCKS SEE NOTE SHEET 1 NON—REINF. RESIDENTIAL SERIES TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2' MAX. SHIMS "Ink SEE Dp IN �HEET3 111. i�Gt a 1� 1/2" MAX. SHIMS SEE Dp IN SHEET 3 1-1/4' 10 c Exr • .• . •• • • • • •• • • • • • • • • • • • • • •• •• •• • • • • • TYPICAL ANCHORS • • IN PAIRS SEE ELEV. FOR SPAGWC3 • • • • • • •• • • •• PRODUC F Rlyp Mith tie Reties bolding Code raddtathe ?'5 DEOF OfiIOR•'S4\; 8 v 8 drawing no. W12-24 sheet 9 of 12 ...• •• • • • • • • • • • • • • ••• •••• • • �••• • .•• • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2' MAX. /B X 3/4' FH TEKS AT 4' FROM ENDS AND 12' O.C. SEE pp- SHEET' a," IN 3N PANS VFW I © D.LO. pl D�2 0 E1 ^ 11• . • Fr - • IilikiMiri r • O O PANEL WIDTH O • • • O.LO. - 1BY OR 2BY WOOD BUCKS EXTERIOR • PANEL WIDTH • • • • • SEE NOTE SHEET 1 •• • • •• • • OVERALL DOOR WIDTH (MULTI PANELS 24.-8' MAX.) • PROWICf IL'VlgeD siallotris *dab de Nadi ravirldNfte REINF. HI —RISE SERIES e • • • • • • • 43%6u Q �9 x Rgg 0 op g&eo CPA ali11d COMP -ANL\W12-24SIW) 7 hfil igh4 0 E 0 9 g 2 oc Xi .b. drawing n0. W12-24 (sheet 10 of 12) • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • .125 1.577 .075 3 TRACK FRAME HEAD g 3 TRACK FRAME SILL 1.875 4 TRACK FRAME HEAD r.125 6.563 00 1J G5 U U 11 L'7 Il L_t. 7.064 4 TRACK FRAME SILL C 5 TRACK FRAME HEAD n In� 8.188 In7 d II .125 r,II r,II n IT11 II n r 1�000 T 8.689 2 5 TRACK FRAME SILL 3 TRACK FRAME JAMB 1.250 r- 1.250 6.625 1.375 1 .250 .080 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB .949 Q STD. INTERLOCK STILE O PANEL TOP RAIL -1 .949 1.375 .100 4.222 .082 --1 1.230 I� O PANEL BOTTOM RAIL Q ASTRAGAL STILE 3.128 3.187 082 .125 -1.812-•1 H.D. INTERLOCK STILE 2-1/4" SILL ADAPTER 2-3/4" SILL ADAPTER N N a °v HARDNESS - 73 SHORE A TENSILE STRENGTH (100Z STRNN). 406 P51 TENSILE STRENGTH (BREAK). 1058 PSI ELONGATION AT BREAK . 460R SPECIFIC GRAM' - 0.98 GLAZING GASKET SANTOPRENE EXTRUDED BY 'CENTRAL PLASTICS' SCALE 1:1 • .125 3.625 .312+1 O 4' SILL ADAPTER 12 JAMB ANCHOR COVER t1 REINFORCEMENT 3.187 -.082 1.220 a 1.812-•I .9 949 _1 © JAMB/LOCK STILE • • • •• • • • c • ••Ea e, •1 3 •• •. v N WQ in< ,11 • a Z014 • •�3 ••• OV 9Q IL 0 CD -2NQ =• f�mo K• • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • •• ••• •RODUC F R men "aeemabus mt. tie nod& kis Cods •yL1•Mr Dete z 7 4' a 1.1 8 8 B 0 drawing no. W12-24 sheet T7ofn2 • • • • • • • • • • • • • • • • • • • • • ... • • • • •• • • • • • • • • • • PANFL TOP CORNER PANFL BOTTOM CORNFR FRAME TOP CORNER NOTCHES FOR SILL LEGS FRAME BOTTOM CORNER NOTCHES FOR HEADER LEGS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. TOP 1/4" DM. WEEPHOLES 1/4" X 2-1/2" WEEP SLOT IN FRONT LEG _#8 X 1/2" Trl SMS SILL CORNER CLOSURE PLUM BRAE( METAL • • • • • . • • FRAME 511! *OTTO" LEGS • TRIMMED TO RECIEVE TROUGH. r • 5-1/4" )l•2-1/2" ( 3/8" ALl7M VIA!. METAL TROUGH SEALED TO FRAME SILL WITH SIKAFtER IOETHANE SEAIMIWT ENURE PERIMSfER • 4 TO F EIVEIWM WATER LEAIMGE • • • ••ll• 3/8• • 5-144" .045 FRAME SILL BOTTOM VIEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED 90- TO SHOW WEEP DETAILS �a!imsCsy wMY tiA tfeAil Amplest.. No 1 -6 1 • dC Eopletilion t 2�22. • • •• •• 2_iy2• •• •• �.1n11I IeIII��fj1 y,J• ,GEN8 705G2 _ * *= • : 3EOF _�� 3 eN Zi 0. 8 00 0 ffi 2 1 4 k 1 drawing no. W12-24 sheet 12 of 12 ••.. •. • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • •.•• • MIAMI•QADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 goveming 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series "600 KM-11 " Aluminum Sliding Glass Doors (Dry glazed) w/ Reinforcements, l APPROVAL DOCUMENT: Drawing No. W13-56 Rev D, titled "Series 600KM-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. MISSILE 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 ft2. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidad e.eov/economy ADVERTISEMENT: The NOA number preceded by tjp•wpriis Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literaa.ture. IY' abypI tirCo# the kIOA 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 thg request of the Building Official. This NOA revises & renews NOA #15-0528.16 Qodsisi, of this pag;; and! iideiise pages E-1 & E-2, as well as approval document mentioned above. . •• • ••• • •• • • • •• •• • • ••••• • The submitted documentation was reviewed by Ishaq L'ChanWi, P.E. MIAMU DE COUNTY APPROVED • • . • • f • • • ••• •• •• • • • • . • • • • • • • •• •• • • • •• •• ••. • • • •• •.• • ••• • • • • ••• • • �— NOA No. 17-0717.05- Expiration Date: August 31, 2022 Approval Date: August 31, 2017/ Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file referenced below) 2. Drawing No. W13-56 Rev C, titled "Series 600KM -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 FEB 25, 2016, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagrams of XpXX XO and OXX aluminum (reinforced) Sliding Glass Door, prepared by Black Water Testing Inc., BT-SIW-13-003 dated 11/26/2013, signed and sealed by Yamil Kuri, P.E. Note: This file has an addendum letter dated FEB 25, 2014 issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5th Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprene 121-67W 175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 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,.e4Aiuk 08.131f1.T. ; ; •. • ••• ••. a• �• •••• •.'. •.'. agI.Chanda,P.E. • • • • • V • • • • • • • . i 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 600KM -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 Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) & FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renews NOA #15-0528.16, expiring 08/31/22. .. ... . . . . . .. . • . . • . • • • .. ... .. . • . .. • • • • • • • • • • Ishaq L Chanda, P.E. •• • .• • • • • • . • • • •• •• •• • • • Product Control Examiner • . . • . •• • . . • • •• •• •• • • • •• • •• • NOA No. 17-0717.05 • ... • . Expiration Date: August 31, 2022 Approval Date: August 31, 2017 •.. n.. 2 • • . •.. • . . . . . . . • . . •.. • . . • . . . • . . . . . • ••• .• • • • ••• .• .•. . . .• •.. . . CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 5' MAX. 120 1/16" HEAD/SILL CORNERS DOOR FRAME WIDTH 3' . . eg \I III 17 15 3/8' MAX. HEAD SILL FALSE MUNTIN OPTIONAL POCKET JAMB ANCHORS 1 _14 --- 11 %. 0 II lI- 1 O I RE1NF. /, 53 II_ 3/4" 53 3/4' D.L OPG. 60 1/8" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PANEL WIDTH D.L. OPG. 60 1/8" PANEL WIDTH 'TYPICAL -ELEVATION xo SERIES '600KM-11' ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND It51LD TO COMPLY WM1 THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3 1/4" m Prr 1 3 TRACK 3 TRACK FRAME JAMB FRAME JAMB STAGGERED IN-UNE PAIRS PAIRS DAYLTTE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 7.375" D.LO. WIDTH = PANEL WIDTH - 6.375" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.875" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ste • • • •••ram• • • • i •• • •• fie • •• Q • 25 •s • • • • •••• • • roIIU d d,oE 826w g n O�o fgg 2 agle pp LL Z.1a8Jp • • SL H E F • nada aYs r. R7 O717 OS 1 2z •• • MAXIMUM DESIGN LOAD RATING - + 55.0 PSF (FOR SIZES SHOWN CR SMALLER) — 55.0 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE. : f3 b.i IJ 1� 1111111\` NIP?.MG�6" 0 a U a JN i JO • 7p�W Q Z_v1�+ 3w g iwar dU co >•e Inz N . - 14 00, icei- 0 0 q 0 2 R a 2 6 6 .o 0 9 8 °c drawing no. W13-56 (sheet 1 of 16 • • ►••• • ► • • • • •• 1 • • • • • •• • • • • • • • • 180 7/16' CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 5' MAX. HEAD/SILL CORNERS ANCHORS IN PAIRS AT HEAD/SILL/JAMBS EACH LOCATION SHOWN • D00R FRAME WIDTH -16*-1-4-7--7-t 3.� 15 3/8' MAX. DOOR FRAME HEIGHT 130 1/8' m Y G — — — — i _ II II II I 11 I_ I 1 1 0 i REV. 1 1 I I1 1 a?_ REINF. O �i /7REINF. _ _ FALSE MUNTIN OPTIONAL 53 3/4' 1 1 53 3/4' D.L OPG. 60 1/8' PANEL WIDTH D.L OPG. 60 1/8' PANEL WIDTH TYPICAL ELEVATION o-xx 15 3/8' MAX. CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 3 1/4' MIN. Err 3 TRACK 3 TRACK 4 TRACK FRAME JAMB FRAME JAMB FRAME JAMB STAGGERED IN -LINE IN -LINE PAIRS PAIRS PAIRS .• • • •• • • • •• • •• • •• •.•. .• • • • • •••• • • • •• •. .� •• • • . • • • ••• • • • • • • mot• eaten • •• i.mil� MIIAeFlrIds • • Eklenal•• Ode IR •• C 0 i drawing no. W13-56 sheet 1.1 of 16 ) •••• • • • •••• • •••. • ••• • • •.. ••• • • • • ••• • ••• • 238 1/2" CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 5' MAX. HEAD/SILL CORNERS ANCHORS IN PNRS AT HEAD/SILL/JAMBS EACH LOCATION SHOWN DOOR FRAME WIDTH 6" 6" 15 3/8" MAX. DOOR FRAME HEIGHT 130 1/8' PANEL HEIGHT 122 3/4' — _ 0- - 6 - - _ -- ---# I '/ ;I I 4--- o I I ; 7REINF. / S �REINF. o . . 7REINF. ° - ri '12 FALSE MUNTIN OPTIONAL 11111.1111.1111 O.L OPG. D.L OPG. 60 1 /8" MAX. PANEL WIDTH 60 1/8' (11AX.) PANEL WIDTH 15 3/8" MAX. TYPICAL ELEVATION ox-xx WEEPS AT CENTER OF EACH PANEL _CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 3 1/4" t3 11 11 L 1 1 3 TRACK 3 TRACK 4 TRACK FRAME JAMB FRAME JAMB FRAME JAMB STAGGERED IN-UNE IN-UNE PAIRS PAIRS PAIRS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AU.CON GU' TIONS • • • • • • • .4aislivpieo • • • mP4wMw Date -6`1 O• 146 2Z MAXIMUM DESIGN LOAD RA11NG = + 55.0 PSF (FOR SIZES SHOWN OR SMALLER) - 55.0 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE 034. / - CC •g 2 3 •� • 3: 0 V a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • 8 c A. 8 a s drawing no. W13-56 (sheet 2 one.) • • • • • J FALSE MUNTIN OPTIONAL 355 1/B' TESTED CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 DOOR FRAME WIDTH ANCHORS IN PAIRS ' AT HEAD/SILL/JAMBS 15 3/6' 3' 1-I ' I CI III EACH LOCATION SHOWN Is, I I CI- JIII 1S (1 111 Is I I (I MAX.• III Is' I I (I III Is, I I 1 =if - --- !T I 1f- %. II iI -. Op ___ 1 }--- - 0 /-REINF. j. -' �REINF. %, 1-1 - OF - - D7 �REINF. j, - J O REWF. %; i OE --•. /-REINF. %, ...... I I 53 I (I 3/4' .--- ¶l; I I ,f Iti 53 3/4' ----- 1, 1 1 r1 7, 1— I (i 111 l; 1 1 (f IS1`I, it �---' is 3/8' I -- ----- 'C.I D.L OPG. 60 1/8' MAX. D.L OPG. ci. . io• .. MAX WEEPS I ICTFR CIF nwo nRC t rc.rrcn n PANEL WIDTH PANEL WIDTH TYPICAL ELEVATION oxx-xxo NOTE: THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132' MAX. OVERALL DOOR FRAME AREA = 488 SO. FT. MAX. OVERALL FRAME WIDTH = 500" LAT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 EACH PANEL 1/4' MIN. • U 1 Jo - • • • -N$ a y�} •••'•pan Y Zw1 • • • • • • •• 3w o1••• IA • •• 00 • a__- aoL� n •�N< a LbCrir J ••••�•• 3 • F. w 4 TRACK • • • • TRACK • • N m O FRAME JAMB FRAME JAM% . IN-UNE IN-UNE • • .__ere__ PNRS PAJRS 1 • • • • • •• • •• • MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN 0R SMALLER) - 55.0 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE MLOOUCrnEE1mm, 11 •iH As norm. c --8'[a4zz NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1�1111111111�� ;'O c i • oc 8 • 8 drawing no. W13-56 • (sheet 3 of 161 • g ! i � NI:4R ru1/4' HEAT STREW° GLASS i 7 .090' Interlayer SentryGlas By Kuroroy Amerlca,:Inc.' 11/4' HEAT STREND GLASS 7 GLAZING DETAIL 9/16' OVERALL LAMINATED GLASS ITEM PART # QUANTITY DESCRIPTION MATERIAL MANTA./SUPPLIER/REMARKS 1A SIW702 1 3 TRACK FRAME HEAD 6063—T6 — 16 SIW727 1 4 TRACK FRAME HEAD 6063—T6 — 1C SA1723 1 5 TRACK FRAME HEAD 6063—T6 — 2A SIW701 1 3 TRACK FRAME SILL 6063—T6 — 28 SIW728 1 4 TRACK FRAME SILL 6083-76 — 2C SR8724 1 5 TRACK FRAME SILL 6063-76 — 3A SIW703 1 OR 2 3 TRACK FRAME JAMB 6063—T6 — 38 SIW729 1 OR 2 4 TRACK FRAME JAMB 6063—T6 — 3C SIN725 1 OR 2 5 TRACK FRAME JAMB 6063—T6 — 4 SIW709 1/ PANEL PANEL TOP RAIL 6063—T6 — 5 SOY710 1/ PANEL PANEL BOTTOM RAIL 6063-76 — 6 SIW705 1/ PANEL JAMB/LOCK STILE 6063—T6 — 6A SIW718 1/ PANEL H.D. LOCK STILE 6083—T6 — 7 SIW707 1/ PANEL STD. INTERLOCK STILE 6063—T6 — 8 SIW708 1/ PANEL M.D. INTERLOCK STILE 6063-76 — 9 SIW706 1/ PANEL FEMALE ASTRAGAL STILE 6063-76 — 10 SAY704C AS READ. 2-3/4' SILL ADAPTER 6063-75 — • 11 SW1901A AS READ. REINFORCEMENT 6083—T6 • — • • • 12 SM703A AS READ. JAMB ANCHOR COVER 6061-76 — • • • •• 13 5776 AS REOD. GLAZING GASKET SANTOPRENE • • CENTRAL PLASTICS INC. • 14A W13235 AS REOD. PILE "(STRIPPING WOOLPILE ULTRAFF'llt� • • • 14B W13295 A5 RE00. PILE ',STRIPPING WOOLPILE ULTRAFABSINC• • • 14C 623385 AS REM. FIN SEAL PILE "(STRIPPING WOOLPILE ULTRAFAB IT, 15 927051 AS READ. BULB "(STRIPPING VINYL • • • CENTRAL' PLASTICS* • 16 D2505 AS REOD. PILE PADS WOOLPILE ULTRAFAB• • • • • 18 AS REOD. LOCKS WITH INTERNAL MECHANISM — ARCH/ASIY ANIA • • • 18A ** AS REOD. BOLT LOCK MECHANISM — INTERL Ssj1• • • 19 1989—PRN 2/PANEL ROLLER ASSEMBLY — • AMESBURY HARDWARE PRODUCTS 21 #14 X 1-1/2' 2/ CORNER PANEL ASSEMBLY SCREWS — PH SM: • 22 — — — — • — • • • 23 SIW726 1 HOOK STRIP 6063—T5 — • • • • • •• • • • •• ••• * ARCH NON —KEYED HANDLESET (SN/-3292) LOCATED AT 40- FROM BOTTOM ENGAGING INTERNAL LOCK MECHANISM (A0H-3008-84), BY ASHLAND HARDWARE PRODUCTS. ** MANUAL BOLT LOCK (B(O1-6501) LOCATED AT 60' FROM TOP ENGAGING DRIVE ROO (DLO1-6002) AND ROO TIP (DL01-6041) PRODUC F REYIBED INTO THE FRAME HEAD, BY INTERLOCK USA tlew•p4i•with 14 /YefY Aaeansee NO)�-v7I Ey4otlra Dote 9f�';l rade Wart astral COMP -ANL\W13-56SIW 1 } 9 5 r 6 drawing no. W13-56 sheet 4 of 16 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • DOOR FRAME W. 0 XO OX E (SHOWN) DOOR FRAME W. © O— ©- 1 XX (SHOWN) XOX (sHaAN) XXX (SHOWN) APPROYFFLnNFJS`11 IRAT 1S .►IC NON—POCKETEII FLOORS THREE (3) TRACKS DOOR FRAME WIDTH DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH • • • • • •• • NOTE: 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 FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132' MAX. OVERALL DOOR FRAME AREA — 488 SO. FT. MAX. OVERALL FRAME WIDTH = 500" •• •• • •• • • • • • • •• • • •• • • • • •• • • • • • • • • • • • •• •• •� • • • • • • • • • • •• • •• •• PWODU : F maim 000moogyr• with dic nodal, loorlios or. Aar:come No 1?-071 1.OKSPireelo• Dote 2Z COMP-ANL\W13-S6S] • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ) 10i iitRE DOlg a O 4 drawing no. W13-56 sheet 5 of 16 • ••• NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPUCABLE 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 FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8. MAX. DOOR HEIGHT = 132' MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. MAX. OVERALL FRAME WIDTH = 500' DOOR FRAME WIDTH OX—XO (SHOWN DOOR FRAME WIDTH re OX—XXX (SHOWN) o-- E 4 o o . 0 0- t -• o-r E OXX—XXO (SHOWN) APPROVED CC)NFICURATIC)NR NON —POCKETED DOOR$ THREE (3) TRACKS EXTERIOR CO EXTERIOR M • . • • . • •• • • • • • • • • • • .••• • • ••• .• • ••• • • •• •• •• 6egaidi • Paget N• del 8 •• • JO_ _� I •� aA • aM'�i .5 •• t�o47, • Dog Eq(23 .••• .• • • • • • • • • • • • ..• • • ••. • • • • • • • • • • • • • • • • • 0 v a 0 4 4 cc CO u sheet 6 of 16 DOOR FRAME W. 0 — PX (sHOWN) XP DOOR FRAME WIDTH a Lifti PXX (SHOWN) DOOR DOOR FRAME WIDTH 0 1111 PXX—XXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS DOOR FRAME WIDTH DOOR FRAME WIDTH EXTERIOR NOTE: 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 FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA — 488 SQ. FT. MAX. OVERALL FRAME WIDTH — 500' •• ♦ • • •1 • • • •• • •e • • •e • • • • •• • • • • •••• • • •• •• •• • • • • • • • • • • • • • • • modocrammo a`+'gOb'�•kh die male • Cook Aa<Wete Ale 1-2:_ 7.6 Eaptradas Dute /`. it (-t, IW Iwr 8st 0"u • a 0 N 8 8 • 6 drawing no. W13-56 sheet 7 016, • • • • • • • • • • • • • ••• • • ••• •• • • • • • • • • • • • PXX—XXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS DOOR FRAME WIDTH DOOR FRAME WIDTH EXTERIOR NOTE: 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 FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA — 488 SQ. FT. MAX. OVERALL FRAME WIDTH — 500' •• ♦ • • •1 • • • •• • •e • • •e • • • • •• • • • • •••• • • •• •• •• • • • • • • • • • • • • • • • modocrammo a`+'gOb'�•kh die male • Cook Aa<Wete Ale 1-2:_ 7.6 Eaptradas Dute /`. it (-t, IW Iwr 8st 0"u • a 0 N 8 8 • 6 drawing no. W13-56 sheet 7 016, • • • • • • • • • • • • • ••• • • ••• •• • • • • • • • • • • • DOOR FRAME WIDTH IoIIIii lid OXXX_XXXO APPROVED CONFIT.11RATIONS NON -POCKETED DOORS FOUR (4) TRACKS DOOR FRAME WIDTH DOOR FRAME WIDTH o- i o- o- r r PXXX (SHOWN) DOOR FRAME WIDTH NH EH PXXX-XXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS FOUR 14) TRACKS DOOR FRAME WIDTH EXTERIOR11 NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURgOSE OULY • (SEE APPUCABLE ANCHOR INSTALLATIONS IN SHEETS ¥) Ty1RU 14) • • m • SEE APPUCABLE ELEVATION FOR ANCHOR LOCATIOIf IN SHEETS 1 • • m • • THRU 3. • 1.j S• • •, JO_ t• THIS NOA ALLOWS ANY NUMBER OF PANELS ON• se.:••OR•5 TRACK ;2 `, FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT 7 0j�"'a MAX. NOMINAL PANEL WIDTH = 60-1/8" .• �•, �3piM 4, MAX. DOOR HEIGHT s 132" • • • • • C Q n - MAX. OVERALL ODOR FRAME AREA = 488 SQ. F. Z • • MAX. OVERALL FRAME WIDTH = 500" • • • • 4/ ,•Z w P • • • Irx „ .10 • _ , Lsil • •• •• •• -,••t7Z U • • • • • U yy� . •-• • "P��'°�i Ca •••• 81111'12- M ts)rno ■• • • gyp'•' �GeNSF44:;; Z. . No • *= 0 v 1 5 QFY > z m 5 drawing no. W13-56 sheet 8 of 16) DOOR FRAME WIDTH r i —O 0- E 9 0 0— 0- 1 F 1 0 . 0-- 4 - 0-- b 1 @ OXXXX—XXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS FIVE (5) TRACKS DOOR FRAME WIDTH DOOR FRAME WIDTH 0 to s� a o- a PXXXX (SHOWN) DOOR FRAME WIDTH DOOR FRAME WIDTH o. ii bz1 PXXXX—XXXXP (SHOWN) APPROVED CONFIGURATIONS POCKFTFD DOOR' FIVE (5) TRACKS get NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPUCABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. $ 4•1•1104110• Mg Pm* 'mat • • • • • •• • • • •41 •••• •• • • • • •••• • i_snes • illhe NNW h65-1-7.7L'2.11. • •• ••• THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH 60 1/8 ' MAX. DOOR HEIGHT = 132" \%• '•.� e MAX. OVERALL DOOR FRAME AREA = 488 SO. FT. MAX. OVERALL FRAME WIDTH — 500" ' �� iOINAL 0` Z m • 0� 2• LC t re P• Opp Cop Sao 1132.1 Q7W'�f� • / o N. FJOIS i • 2 drawing no. W13-56 sheet 9 of16) •••• • • • •••• • •••• • • • • • • ••• •••• .• • •••• • • • • • • '.' E0 . ONCR TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 5/8:: EDGE 0 ii 1� • CQNCRETE. 11/2'')A1 EDGE DIST III SHIMS OPTIONAL fThI7 '2 . MIN: n 1BY OR 2BY WOOD BUCK (SEE NOTE BELOW) CONCRETE'.. TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING N N EDGE 06T. 11.11111111 TI17 INTEGRAL RISER SECURED TO EACH JAMB WITH (2) #6 X 1/2" FH SMS n SIUCONE SEALANT tr V POURED & HARDENED HIGH STRENGTH GROUT f c - 5000 PST MIN. NOT BY SIW MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN PAIRS (5) SEE PELEV. ENDSNRS AT STILE FOR SPACING TYPICAL ANCHORS W PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 11BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F w1i�Fy-155 INTO WOOD STRUCTURES L 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y OR 2BY BUCKS INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONCRETE (HEAD) 1 ti 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY_^ 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DUL TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. — 1/8") (NO SHIM SPACE) TYPICAI EDGE DISTANCF INTO CONCRETE AND MASONRY = 1" MIN. (EXCEPT AS NOTED) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f•c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. TYPICAL ANCHORS IN PAIRS (5) PAIRS AT SRLE ENDS SEE ELEV. FOR SPACING METAL STRUC URES EDGE UST II MIAMI-DADE COUNTY Ij APPR'D MULLION SEE SEPARATE IL II • • • I. • • • • •• • • •• (�CHORS IN PAIRS TT STILE ENDS • S Eig. FOR SPACICi • • • • •••• • • • • • • • .• •• .• • • • • • • • • • • • • • • • • • •• • 'RonucrmegFiagla77: a* • • In a 4 • I cJi N J O .A N N W- 0> 1)• Zto-�•• re m*2 o uz 4/) mobp ofAl OM 2igig sg a 2 1. drawing no. W13-56 (sheet 10 of 16 • • • • •• •• • • • • • • •• • •• ••. •• • • • • • • • • • TYPICAL ANCHORS IN PAIRS 1111 11111640: ELV. FOISPACING S AT SfILE ENDS 11 I 'EDCEramp.i...*ramam.cr. INST. inTarthriim 1 1 A 8 1BY OR 2BY WOOD BUCK SHIMS OPTIONAL TYPICAL ANCHORS IN PARS (5) PARS AT STILE ENDS SEE ELEV. FOR SPACING CONCRETE TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (5SE)E ENDS PAIRS AT snLE ELEV. FOR SPACING M TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ICI 1/2' MA7(. SHIMS 1,I-! 111=112111 �01QITC s TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS METAL SEE ELEV. FOR SPACING STRUCTURES EDGE DST. �(i-1 EDGE UMIN. II DIST. ' E TT. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING re MWAI—DADE COUNTY APPR'D MULLION I SEE SEPARATE 3/8' MAX. SHIMS CAL ANCHORS N PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING • • • • • •• • • • •• • ••• •• • • •• • • • • •• • • • • n Romeo • •T.s i4 816.1d. •• , • • • • .. •. • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING +1 •••• • •• • • •• 4 TRACK FRAMES ANCHOR LOCATIONS 70592 n a U •.• . • • • • ••• • ••• • • • • • • • • • •• • • • • • i 9 ti 5 Y < o drawing no. W13-56 sheet 11 of 16 • •• • TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS EE ELEV. FOR SPACING 0 a�..DIST. . 'c•NCRETE• MINNOMIIHNINIII 11111mmYM- 11� TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS ELEV. FOR SPACING .CONCRETE s E DIST. I•` 2• d/8's -- ti SHIMS OPTIONAL TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS IN PAIRS EE FOR SPACING (5) PAIRS AT STILE ENDS ELEV. II,I®�il -u MIN. 'I170.111M - TYPICAL ANCHORS IN PAIRS • O SEE ELEV. OR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. `SPACING 1/2• MAX. 'I SHIMS I EXT. META_ STRUCTURES EDGE DIST. TYPICAL ANCHORS IN PAIRS (5 PAIRS AT STILE ENDS E ELEV. FOR SPACING EDGE DIST n Iif MAMI-DARE COUNTY II PPR'D MULLION 1 SEE SEPARATE NOA II ANCHORS N PAIRS (5) 14111R*• STILE ENDS• • SEE•EL.EV. FOIL SPACING • • • • • • • e • • •• •• • • 4 •• • • • • • • • 5 TRACK FRAMES ANCHOR LOCATIONS z h A 0k 71 Icc t �� I. ot� oLog a 412 rci eg ILz,i -In$ • .51co Eqpq tlihn N 8 COMP-ANL\W13-56SW J drawing no. W13-56 sheet 1 1.1of 16) • • • � • • • • • • • • • •• •• • • • • • •• • • • • • • • • a W TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING DOOR FRAME WIDTH je X 3/4' FH TEKS AT 4' FROM ENDS AND 12' O.C. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2' MAX. CONO. ° OR MASONRY.. #8 X 3/4' FH TEKS AT 4' FROM ENDS AND 12' 0.C. 1BY OR 2BY WOOD BUCKS SEE NOTE SHEET 1 PANEL WIDTH DOOR FRAME WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING LOCKS WITH INTERNAL MECHANISM SEE SHEET 4 LO ALTERNATE ANCHOR LOCATION FOR IN-UNE PAIRS AT 3 TRACK JAMBS APPLICABLE AT ALL SUBSTRATA • • •• ••. • • • 1 •• •• •• cry • • • eat yy • i• 7'07i "on • • • • • • I:! • • • I • • • • ®BOLT LOCKS MECHANISM SEE SHEET 4 `` 111111 -/1 • • • • TE OF ORIDP. •�\; ""'Ll n .✓i •9•••• • yt -JJ O • N vb 0 a •, • n • • .• ��qU•�•• T ro •• n • i0-• wig •••• ✓ arna: • _es Nis • • • • • Riqggi C s. 1 s c n 1 drawing no. W13-56 sheet 12 of 16 TYPICAL ANCHORS IN PNRS /B X34"FH TENS SEE ELEV. FOR SPACING AT 4' FROM ENDSIV AND 12' O.C. PANEL WIDTH U Ria NM ( COMP-ANLVI13-56SIW AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIA MI, FLORIDA 33173 (C.A.N. 3533) 20_ (305) 264-8100 FAX. (306) 2626978 O D.LO. O D1 0 FO W 1 i., ....,N,I.., _,..0111 IL .....- ..............,. _....._,..._. r 164 i- SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. ••334.45 `••E7. 7.�561) 244—%92� FAY: `561 274-462 Ci L_��__� L�.J _ • 11 PANEL WIDTHEXTERIOR191,11110 41 0 D.L.O. • METH. STRUCTURE PANEL WIDTH • 3/B' MAX DOOR FRAME WIDTH I It(� •. • • •CI SHIM s • • • • •... • • •. . ••• (mac 10-23-13 JI Rrevisions: • V nl drift. 1 hvI Awerrintinn ..fin gong t IS go < m • aa • e L 7 .............. . D.L.O. IS C ., PANEL WIDTH PANEL WIDTH U 0 :Ti* ` 011110/Try' Q•'•. •• '''Ai%Q A OF• "'�`% Ii woo' drawing no. W13-56 (sheet 13 of1A) •.• • •• • .•• • • • .. •.. • • • • .. . • • TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACIG' 3/8" MAX. SHIMS METAL STRUCTURE HOOK STRIP ANCHORS AT 12" FROM ENDS AND 16' 0.C. /8 X 3/4" FH TEKS AT 4' FROM ENDS AND 12" 0.C. HOOK STRIP ANCHORS AT 4' FROM ENDS AND 16" O.C. ' k / / 1/4" MAX. . i 1/2MIN. ;;® EXT. POCKET CAVITY NOT BY SIW NOT PART OF THIS NOA TO BE REVIEWED BY NU POCKETED JAMB OPTION TYPICAL ANCHORS IN .PARS SEE ELEV. FOR SPACING •• I -:I .. _ ..... 3'. • ill J cV • 18Y OR 28Y • 01 • WOOD BUCKS W �4-.•� • SEE NOTE SHEET 1 �i t.,i M• • • • • •••• •• Q?Q Y7• • fiCL:t1�'1813n • • •� !C: 15•?I••tl b'I•i wN• ae Fhrly Q: 2•'a I • • • Aonp�gNo�I")A�j •? z OQ �M4Yu D•Iw • 1 .Z.• • Q O t,J•NM 1 • • • • n • • •••• of • • • » (Oa'O• • HOOK STRIP ANCHORS: • • • • ••• • • .� `� • • • • 1/4" DIA. ULTRACON BY 'ELCO' (Fo 177 KSI, F)-155 KS) 1 • •• • INTO WOOD STRUCTURES Iv g l i 2" MIN. PENETRATION INTO WOOD dl . g n DIRECTLY INTO CONC. 0R MASONRY o 1 R 6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY nN P U 1/4" DIA. S F DRI I IN S REWS (GRADE 5 CRS) ,o i h g INTO METAL STRUCTURES. 1/8' MIN. THK. (MINIMUM 3 THREADS TO EXTEND BEYOND METAL THICKNESS) A 11\tIIlIT TE OFF Immo- o� 6 s h drawing no. W13-56 sheet 14 of 16 1.875 3 TRACK FRAME HEAD 6.400 .125 1.577 250 -I.- .075 18 4 TRACK FRAME HEAD 1.875 8.025 a.250 tC 5 TRACK FRAME HEAD -.125 1.577 .075 3 TRACK FRAME SILL 3 TRACK FRAME JAMB Q PANEL TOP RAIL 1.250 1.250 6.625 6.563 1,76 7.064 J 1.375 .250 .080 4 TRACK FRAME JAMB Q PANEL BOTTOM RAIL 4 TRACK FRAME SILL 5 TRACK FRAME JAMB 3.070 1.765 125 &188 - n C,,n c, fi. „q I �F =-0 C�rl r l� U 1..±i 8.689 O 5 TRACK FRAME SILL Q STD. INTERLOCK STILE .949 1 Q H.D. INTERLOCK STILE 10 2-3/4" SILL ADAPTER .348 .045-piss 12 JAMB ANCHOR COVER HARDNESS = 73 SHORE A TENSILE STRENGTH (100X STRAIN)= 406 P51 TENSILE STRENGTH (BREAK). 1058 PSI ELONGATION AT BREAK = 480% SPECIFIC GRAVITY = 0.98 GLAZING GASKET SANTOPRENE EXTRUDED BY CENTRAL PLASTICS' SCALE 1:1 MLODLC r REVISED bu1Cedewith d6 smatdybwg r fTa4f Aeeyu•ee No 17-0711.O f &•11M Bete b1 1` C6okd 1.812 f.125 .082 2.437 --�i 3.812 QQ FEMALE ASTRAGAL .949 11 REINFORCEMENT HOOK STRIP 1.220 3.1.7 • [i0112 • •• • ••• •• _•6 • • 949 • 1912-•-I= • ••• •••• • • INM9AOCR STILE • • • • Q H.D. LOCK STILE 4h • 0 a c 0 a 8 • S s 8 o drawing no. W13-56 sheet 15 of 16) ••• • • • • • • • • • • • •• • • • • • • • • PANEL BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER NOTCHES FOR HEADER LEGS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. 1/4' X 2-1/2' WEEP SLOT IN FRONT LEG ,6 X 1/2' FH SMS SILL CORNER CLOSURE ALUM BRAEK METAL MINK f RIMMED •_snob* NMM R % ng Cues A ss. a Ne l C Dr OAMr+1r O.te 'fl4 1. 22. zpw a mot M c°� 81E 9 L22 zo Ja{ il a 601E •••c FRAME SILL BOTTON LEGS • �• TRIMI1fD TO I CIEVE TROUGH... FI 5—•j4• �X >F1/2' X 3/M^• • ALUM BRAEK METAL TROUGH • 9Fil2OQI WANE SILL 1'AI* r SIKAFLE11 URETHANE SEALANT MIR• •BRI.EfER • TO PREVENT WATER LEAKAGE 2 •..• •• • • • • vio �•••• • •• • • • • 3/8• • • • • r. •• ••�� • • FRAME SILL BOTTOM VIEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED 9Q TO SHOW WEEP DETAILS • • •• • 5 P 3 • .••• • a drawing no. W13-56 sheet 16of16 • .•••