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REV-16-315 Miami Shores Village Building Department FEB 04 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 kj:z—1 INSPECTION LINE PHONE NUMBER:(305)762-4949 J FBC 2014 BUILDING Master Permit No. S PERMIT APPLICATION Sub Permit No.21&\( 1(D— S ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP DRAWI CONTRACTORNGS D3 �► k JOB ADDRESS.. � S City: Miami Shores County: Miami Dade Zip: 1'313 f Folio/Parcel#: 3 10 0 IS - 2 k To Is the Building Historically Designated:Yes NO— Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): S�` In Phone#: 305- Address: 0sAddress: 1 City: )r1'1 Kr-,% f VNY'1-3 State: t" L Zip: 3 3 3 Tenant/Lessee Name: Phone#: Email: (� CONTRACTOR:Company Name: ) Y �+/' d'� �rz'�V Phone#: 1A Address: 13500 3 w City: LL V%,Lj A*.--tj State: (.. Zip: 3 05 2 Qualifier Name: xs9r� L C�' -re.��t�.YG Phone#: g 6" �t3 '3 W State Certification or Registration#: C e1 C 1 S 15 i 4 IL Certificate of Competency#: /1 �- DESIGNER:Archit/e�ct/Engineer: �'�bOw'sK� 17��(P+ �� Phone#: 05*-Liss-y-xk Address: 4 3 r( l S w �fit'.,s�k` City: a""WN State:_F11 Zip: 33 43z Value of Work for this Permit:$ ,vim 009 Square/Linear Footage of Work: q Type of Work: ❑ Addition ❑ Alteration ❑ New L9 Repair/Replace ❑ Demolition Description of Work: sm4ft26 `]',.,d�2`\Z�,.,.r ns DA- v Specify color of color thru tile: y Submittal Fee$ 6CorPermit Fee$ l.a�•03 CCF$ S.LtD CO/CC$ Scanning Fee$ .W Radon Fee$ ��V"� DBPPR$ oZ• Notary$ 11a :- Technology Fee$:] . Ao Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ pp TOTAL FEE NOW DUE$ 1 t"I I •LAO (Revised02/24/2014) Bonding Company's Name(if applicable) tj 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 n approved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� s 20 by by Z day ofti�� ,20 by ft& 'n rRo is sonally kno to L.ScrG Cjc,`�r+:�k who is personally known to me or who has produced as me or who has produced AW as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ��uuiii�� NOTARY PUBLIC: xPl�• Sign: Sign: e Print: = NOTARY PU9�IC = Print: Seal: = u',r.�EEf 3059#• @. Seal: !-° MERAUS GONZALEZ rte'•9I�C '" � �`` MY COMMISSION#FF12&%l OF FL� ��``' drPf EXPIRES July 14,2018 ,aa.• **************************** ***** * * ******************** 1#l1l *********** (' APPROVED BY 2 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 Y l Florida Deoartmentsf ecus Ham i Log Hot Tab i &&M swaearse i StatS&raM AMications FK Starr 'i BaS sae Kap Unks search Busines l �r°"0 .Professi91rn' a � Regulation Product Approval Menu>Product or Application Search>Application List>App9cadon Dates • FL�;= ll�-� 4 _ Application Type Code Version 4 i % Application Status proved w, 3 v._ 4 1 F. *Approved by DBPR.Approvals s k.. lhbti re�"f n ratified by the POC and/or the Commission ry. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email •••• • • •••• •••••• • Category Exterior DOOnS •••••• i •••• ••••i• Subcategory Swinging Exterior Door Assemblies • •••• •••••• Compliance Method Certification Mark or Listing •••• ••••• ••••. • • • •• •• •••• •••••• Certification Agency National Accreditation&Management: •ns�It��e • • Validated By National Accreditation&Managemencinswile • • ••••�• Referenced Standard and Year(of Standard) Sbutdard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL# Model,Number or Mame Description 4334.1 Fiberglass Sloe-hinged Door Units- W-8°Opaque I/S and O/S Single Door Impact Rated Units of Use Certification Agency Certificate Approved tar use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Odw:Evaluated far use in locations adhering to the Florida FL4334 R9 U EL0120.pddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.3'-0•x 6'-8•max FL4334 R9 AE 504B.pdf nominal size.Hurricane protective system Is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0'Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 g9C_CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quaint►Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to time Florida FL4334 R9 H FL0121.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures Med.3'-0'x 8'-0°max FL4334 R9 A -5038.12df nominal size.Hurricane protective system Is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0121-05 for additional Information. 4334.3 Fiberglass SWe-hinged Door Units- 8'-0'Opaque O/S Door w/or w/o Sidefites Impact Rated Omits of Use Certification Agency Certificate Approved for use In HVHZ:YesLF 4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 it FL0121.ndf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design toads for Buildings and Other Sb cbures, Evaluation Reports does not exceed the design pressures listed. 12'-0°x 8'-0° FL4334 R9A501B.g_df max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FL0121-05 for additional information. 4334.4 Fiberglass Side-hhged Door Units- 8'-W Opaque I/S Door w/or w/o Sideiites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R9 C CAC_NI005930.02.PDF Approved for use outside HVHZ:Yes Quaft Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Instailation Instructions Otiner:Evaluated for use in locations adhering to the Florida FL4334 R9 ILFL0121.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Manageiugnt Institute where pressure requirements as determined by ASCE 7, Created by Independent 71"Putty: •....• ••••• Minimum Design Loads for Buildings and Other Structures, Evaluation Reports • • • does not exceed the design pressures listed. 12'-0°x 8'-0' FL4334 R9 AE 501B.pdf •• • :•• •• • max nominal size.Hurricane protective system is NOT Created by Independent Tf11Rct Urty:Yes• •• •••• required.See anchor detail DWG-MA-FL0121-05 for additional •••••• • • information. •••• •••• •••• 4334.5 Fiberglass Slde-hinged Door Units- 6'-8°Opaque O/S Door w/ei wf®6ldeiites �... 0000* Impact Rated •• •• off* • Umits of Use Certification Agency Cerplft4ft • •• Approved for use In HVHZ:Yes FL4334 R9 C CC NI009930.01*PDF • • • Approved for use outside HVHZ:Yes Quality Assurance Contract EYpiratioa • Impact Resistant:Yes 02/28/2021 0..* i •••• ••••• Design Pressure:+55.0/-50.5 Installation Instructions • • Other:Evaluated for use in locations adhering to the Florida FL4334 R9 Il FL0120.Qdf •• • Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0'x 6'-8° FL4334 R9 AE 502B,g_df max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FL0120-05 for additional information. 4334.6 Fiberglass Slde-hinged Door Units- 6'-8'Opaque I/S Door w/or w/o Sldelites Impact Rated LImfts of Use Certification Agency Certificate Approved fur use In HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Innstructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 N FL0120.odf Building Code including the High Velocity Hurricane Zorn,and Verified By: National Acxredibtion&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evahnationn Reports does not exceed time design pressures listed. 12'-0°x 6'-8° FL4334_R2A502B.Rdf max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FL0120-05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0'Glazed I/S and O/S Door w/or w/o Sidelltes Impact Rated Limits of Use Certification Agency Certificate Approved fur use In HVHZ Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outride HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.0/-50.0 Installation Innns Other:Evaluated for use in locations adhering to the Florida FL4334 R9 1 FL0123.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National AccreditoWn&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Strictures, Evaluation Reports does not exceed the design pressures listed. 12'-0°x 8'-0' FL4334 R9 AE 5018.odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FL0123-05 for additional inforaotion. 43318 1 _$#e- -tl 6'-8°Glazed VS and O/S Door wJ or w/o Sldelites Impact Rated Limits of Use r -. Certification Agency Certificate Approved for use lin HVHr R-4334 R9 C CAC NI005930.03.PDF Approved for use outside Quality Assurance Contract Expiration Date Impact RteYes. -� ` -j 02/28/2021 Design Pressure:", Installation Iris Other:Evaluated for Gse in locations adhering to the Florida FL-4334 R9 11 FL0122.gdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0'x 6'-8' FL4334 R9 AE 50213.0 max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 for additional information. Contact ::1940 North Monroe Sh'eeY.7gaaihaSSPB Fl.32399 Pbene:850487-1824 The State of Florida is an AA/EEO employe:Cay d t 2007-2013 State of F or da.::Privacy Statement::Accessibility Slatement;:Reftind Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pts-re=ds request,do not send mail to this entity.Instead,contact the offer by phone or by traditional mail.N you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective Octobor 1,2012,lid licensed under Chapter 455,F.S.nhnrst provide the Department with an emall address N they have one.The enalls provided may be used for official communication with the licensee.However email addresses we pubilc record.If you do not wish io supply a personal address,please provide the Department with an email address which can be made available to the public.To detwmine r you are a licenses under Chapter 455,F.S., please dick Ulm.. Product Approval Accepts: sectnrit >rhTuhc. SSSS • • • SSSS SSSS•• SSSS•• • •• • • •Soso• • SSSS ••sS• •SssS• • • • • •ssS •SSS• s• S• • ••s• SSSS•• •S•s•• • • SSSS • • Company: Masonite InteI• �• oipf� Po' r#ion Certification No.: NI005930.03 s 1955 Powis Road:. : : : Certification Date: 02/17/2005 * ' i West Chicago,IL 60185 Expiration Date: 02/28/2021 • .. Revision Date: 02/20/2015 =y{ Product: Fiberglass Imphc2 Rated CVWO.%mr%4j o;Uutswing Door w/and w/o Sidelites(w/Wood Frame unless noted) Specification:TAS 201/2a1h&84/ASTM 9330.:. •• The"Notice of Product Certification'is only valid if the NAM CerlifictidnlLibgl Jas bees applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that'all LeAtiMtitln criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 Ir IVA- 6.0 psf/ Yes NCTL-210-3108-1 9.0 psf* Maximum Panel Size:3'0"x 6'r' Anchor Detail-MA-FL0122-05 XX I/S Glazed 6'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XX O/S Glazed 6'0"x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 Double 9.0 psi* Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0122-05 XO/OX I/S Glazed Door 6'0"x 6'8" +60%60 2.86 psf Door-Yes NCTL-210-3108-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XO/OX O/S Glazed Door 6'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO IIS Glazed Door 9'0"x 6'8" +60%60 2.86 psf Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO O/S Glazed Door 9'0"x 6'8" +60%60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122.05 OXXO I/S Glazed Doors 12'6"x 6'8" +60/-60 2.86 psf Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXXO O/S Glazed Doors 12'6"x 6'8" +60/-60 6.0 psf/ Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highwa , A 23072 Tel: (804)684-5124 Fax: (804)684-5122 / Luis R. Lomas P.E. 233 W A/ain St Manufacturer:Masonite DarwtBe,VA 24541 Report*5028 434408.0609 Date:05/21/2015 rllomas(Mirlomasoe.com Product Double Door with sidetites 12'x8'8" This analysis provkles calculations,quantities,and spacing requirements for Installing product to srbstiate,and it applies only 10 the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies andWrig for the fdkn*g drawings: DWG-MA-FLO120-05 DWG4MA-FL0132-05 DING-IM-FL-0147-06 DWG4MA-FL0182-07 DWG-AAA-FLO122-05 DWG4AA-FL0134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA FLO124-M DWG-MA-FLO140-05 DWG-INA-FLO153-06 DWG-MA-FLO17047 DWG4MA-FL0126-05 DWG-f A FL0142-05 DWG-MA-FL0155-06 DWG-MA-FLO172-07 DWG4MA-FL0128-05 DWG-MA FL0143-05 DWG4'AA-FL0156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG4WA-FL0148-W DWG4k4A-FL01W-07 DWG4M-FL0175-07 Anchors to be aualifled• 1.#10 Wood screw,for instedlatim in wood frame stibstrates. 2. 1/4"Tapson,for masonry Instailatlon Anchor capadly In shearcondigon: Solid members w/8 w/m t gopc Fosterer,type:#10 wood sn+ew (Nos 2012,TW Gap: g: 0.0000 In Rootdiometer: or. 0.152 in Momentarm.. 0.0000 in Agni aan regndeed penetration: p: L140 in Screw bending yield strength: Fvp= 80p00 psi side Member:Douglas Rr•Lorh Main member:Si n oo-Pine-Fir Side mender thicknow: t.= LOW in Main member thiclenosa: t,.= L500 in Side member dowel bearing strength: F..= 4AW psi Main member dowel bearing strength: I-= 3,350 Psi Side member dowel bearing length: 4= L000 In Main member dowel beoring Io gth: I.= U40 In Mode I,. Mode 1. Mode Ir Made 1110 Mode III. Mods IV qm= W9.2 Wn qe= 707 HWM A: 0.0008 A. 0.00120 A: 0.00134 A: 0.001689 P= 580.5 Ins P= 707 ane 8: L07 8: 0.57 M. 0.5 8: 0.000 4= 2.200 4= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Z•' 264 Is Z.= 321 Ibs PC 265 Ibs Ms= 46.8 In-lbs Mm= 46.8 in-lbs Kc= 2.2 P= 246 lbs P= 263 Ibs PC 235 Is An.Design vale: Z= 107 On Z. 120 Ins 4z 2.2 Ko= 22 4z 2.2 Duration Factor, Co= L6 Z. 112 lbs Z. 119 Bs Z. ••`IV I's AAllowableAllowableDesign Vats V.Q: Z'= 171 Inshuaudar •• • 000• 009.00 • • • Fastener type.1/4'ITW Topean N.O.A.12-0816.06 • • • - Substrate:1 Mlow block Minimum embed ant: L25 in•••.•• • •• 004,41:41 Edge dlsfanos: 4.00 in Tabulated shear deep value; Z= 202 On 000000 • o 4,41400: 0 Edge distance; 2.00 in Tabuukied shear design woks: Z= 161 lbs 00000 •••• • Actuol edge distona: 2.50 In Reduction factor. 0.85 •••• 04,4040 ••••• Spacing: 4.00 In Tabulated dear design vibe: Z• 202 lbs 000000 0••• 00:4169 Sparing: 2.00 in Tabulated deem design who: Z= 166 los •• •• **:a •••••• Actual sparing: 3.00 In Reduction factor: 0.91 000000 • • Allowable Design Vow,(Zf t j Z--. 156 Wencher • • • •- Mbdmwm mKhm eopedir 156 Bs/o"Chm • • •••i• :••••: NOSM Anab rsrwfib the le•et a In used for calculations to andmra wAtb idyber copmfta..* i 0 0 0 0 �•••9: AacharcokukdkWa nd►drrt anModredrora • • • besip pr's 60A pefArea LoW •• • Mmc. Anchor Yzein ( ( ) rad.(in) O.C. Cap. toRe:antr ' 7925 ) MS) � mo 08) Az I A AI 2.3 138 WA WA 156 1 138 OK Y M a AZ 7.7 463 6A0 21.00 156 5 93 OK 72. F-A;--1 7.7 1 463 1 WA I WA 156 3 154 OK Design pie: 60A pef 37.50 36.38 36.38 37.50 Area Load Mau. Anchor Zoete rad.(ho O.C. Cap. Low Result �Y Y_ Y_ Al �) (8) � (�') AlAu 2.4 146 WA WA 156 1 146 OK 7925 Aa 7.9 473 6.00 21.00 156 5 95 Olt Al A4 A4 Al As 7.8 468 WA WA 156 4 117 OK L : A4 2.3 136 WA WA 156 1 138 OK 147.75 As 7.7 463 WA WA 156 3 154 OIC ``M$R o,�%� *• 0 51 •*_ TAT OFIs ID R 100" ; . . . We R.Lomas P.E. FL No.:62514 1 01`3 5/28/2015 Luis P. Lomas P.E. 233w11fta►St Manufacturer. Masonite Danvft,VA 24541 Report* 502B 434-e88oso9 Date: 05/21/2015 rllomas Irlomaspe.com Anchor Locations: Double door with sidelites B g �! • • • • •• • .• . • cd o • • • • •••.•• r Co d $ g � o� m o 'a Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design Pressure indicated herein. GEN * 4- T 5 •yt_ AT OF t� i O . �. • . . . • Luis R.Lomas P.E. FL No.:62514 2 of 3 5/2812015 Luis R. Lomas P.E. 233 W Main& Manufacturer Masonite DenWe,VA 24541 Report*. 502B 434-686-0609 Date: 05/21/2015 rilomasOrlomasue.com Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 13.45 MAX.O.C. 79.25 0000 • • 0000 0000•• 0000 • • •• 0000•• • 0000 • • • • 0000•• ••• 0000 • • ••• 0000 00000 0000 • •6.0 000.0 •• • 0*00 6640•0 0000 • 0 0 0 6.00 •6••4• • 0000 • • Note: Anchor locations indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. ♦``` R I f L!0 ��♦J♦ . • • • . til �i �••`.\C E IV *� 0 5 •*� • TAT OF •k,. •;�1pRVDV' ,OisIONAi.,� IIIII Luis R.Lomas P.E. FL No.:62514 3 of 3 5/28/2015 • • • • • • • • • • ,�,� }� • • • + • . 149'MAX MMI FPAAIE MM � 00 • . ••• • • •• HURRICANE BELLEVILLE FIBERGLA20.5" MAX 36.375" MAX. SS DOOR UNIT 37.5' MAX. O co D.L.O.. .. PANEL WIDTH FRAME WIDTH OC 6'-S"GLAZED DOUBLE DOOR MTN/WITHOUT SIDELITES 0.0 .'• . . .. W/ASTRAGA. • . • � 3 . . . . 4omm HIM V • Lo .� i• i t i i• • to 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 •. ' THE FLORIDA BUILDING CODE AND WHERE PRESSURE •• • • ••• • l►J REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE NICE (SHUTTERS). C 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM EB4. 4. PLASTICS TESTING OF FIBERGLASS FACING: Lir TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP I ASTM 01929 1 752 'F > 830 -F RATE OF BURNING I ASTM D833 1 0.38 C-1 SMOKE I W2843 I W.4X L TENSILE DSTRENGTH• A M D= 1 3 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4300 HOURS XENON ARC METHOD 1 e. Lj Li LJ Li CAoaN4:• J r Dmg a" uwlr a= Doan uNtT SME Doan UwIT ,Sffi=c_ DOOR UNIT w/cDM DOWN-E DOW uwrr w�s�nE<IrEs YM mm son 00103:9 WHERE WATER I L DNC; ATE: 2 1 05 TABLE OF CONTENTS ONM D N PRESSURE RATING RE UIIRED TO BE 15X OF DESIGN PRESSURE - y�yE N.T.S. SHEET / DESCRIPTION * + - .0 + - .O +40. - + - BY. sws & N 4 + + + - k+4O'o +2 OX or + 4� + O +1 + mac.ByP 1 2. + + - .0 + - 0. - + KURT BALTHAZOR tm.+ - + - +19. - - + - FLORIDA P.E OWG-MA_FIO122_05 • reshold Design j56533 s -or 6" SEE DETAIL 6 3* • • I I • • ••• 1 i•• (n 0 • • • • LIT7 ET S. 6-j— is - Q 3" m m 0- N x r • • • • • • Lo • • • • •- 1�.- • ••1 ! • • • •• 0) • • • • • • • • S� SAIL �...� SEE DETAIL SEE DETAIL w w A c. .c.C e . r ..� B a C m C H H 6 6' V. 3w 3" 3" IE �3- 8" SEE DETAILY, 6. #8 x 2-1/2" rrJ ASTRAGAL RETAINER BOLT HOLES S MUST BE DRILLED THROUGH 8 x 2-1 2" #10 x 2" THE THRESHOLD & INTO THE # / DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH Ila z_ #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW =� 8 x 2-1/2" 110 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL a 10 x 5/8" t 0 x 1" AS SHOWN. `'' #10 x 2" >> 11tA 0.121V ItNNESAFM W j—��me nor a DETAIL "C" o�s• Mer WV. DETAIL "D" TYP. ftwd rftwW o c.) z AUAWV&WJM• .. to x 1-11r pis ~+ WL21105 $mL- N.T.S. " l pip 832 DOW 832 1 0.9$2 OR EQUAL •ii i,'•+ iR EQUAL CY�D BY $W$ _-LD 1.78"2�j;1.047' 1.375' ~ g txpc.e+r: T T T TYPICAL GLAZING DETAI DRAW=NO" INSWING THRESHOLD OUTSWING TH ER SHOLD HIGH DAM 0/S THRESHOLD IMP-ACT RATED GLASS DWD-kA-A.0122-05 r„2 -av • • • •••• • • • • • • • • • ••• SEE DETAIL 6" S. "E" SHT. 2 3" 1�fo 3" 3" �cot_• •• . . . . . Lo �r • ••. • • 6• • 0) 19 • • • • • • c„• •• $ I1t WrAIL •• • 'D" SHT. 2 • — SEE DETAIL if) — t++ "C" SHT. 2 A " B A ro A a G G H v g» r 6 r6 I 1 ( m 3" 1 1 3" 6" » 3" 3» 3 3 SEE DETAIL g" g" "F" SHT. 2 aDWARLTjfQ= a ATTACHMENT DETAIL SM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND y ' 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED _ SIGNED AND SEALED BY ROBERTO LOMAS, PE CL--� �-- AT 5-1/2" CENTERLINE. (FLORIDA #62514) WITH THE LOWEST (LEAST) 2. 14" X 4" FULL MORTISE BUTT HINGES. FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY #10 WOOD SCREWS OR 1/4- TAPCONS. A PHYSICAL ANCHOR INSTALLATION SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1"x CORRUGATED CORRUGATED1ax2" woaD SCREW (2 1ax2-7/2" LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". .'•; FROM EACH END g FROM EgCH END "D SCRR WOOD SCREW EDGE DISTANCE MIN 3/4". ' 3" AND OC AND 12 OC EACH END 1M15N0"� 0.25. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM S ISM AC C ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT • OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL .. I-- 2/11/05 MINIMUM EMBEDMENT OF 1-1/4". ACp { ® N.r.s. _ CAULK CL DYrti.IN. SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO } CHL of. TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE Mam ML. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) aac-aA-FLO'22-05 sWU _,L OF MIAMM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OR REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Skeet,Room 208 BOARD AND CODE ADMIM SrRA77ON DIVISION T(786)315-25% F(786)315-2599 NOTICES OE&CCEPTANCE (NOA} wr.wmtamlaade.4ov/ aomv oad Pti�r 33069 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 when allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miamr--Dade County Product Control Section(In.Miami—Dade County)and/or the AHJ(iii 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 peribrm in the accepted nufed manner,the maminvar will incur the expense of such toting and the AHI 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 Florio%Auilding Code including the High Velocity Hurricane Zone: 000000 0000.. DESCRIPTION: Rimed 4L: 0• • •• I � - APPROVAL DOCUMENT:Drawing No.WO&34,titled"Series 605 Aluminum*ji.9 a HungeWafw. , (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,prpVjrpd by Alil}poq ;•0.0 Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Cotlgtyjtbduct CAPAI o:060 Revision stamp with the Notice of Acceptance number and expiration date by the MWvJDade Couity 0 Product Control Section. 0 0 0&0• •••••• MISSILE IMPACT RATING:J�arrnnd.Small nt 0.0 0'' • ��.."* 18ta 0 . . • . . . . 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's game nor log(;ldfy'stste,0 0 modellseries, and following statement: "Miami-Dade County Product Control ApAwAC, unless catherwise:0 0.0 noted herein. 0 0 00 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 NOA01-2-02.1 OS and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. (�cl�iate<�:�p6 VP Ex .DaW. OS,2017 A 0 *2015 `- Page 1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34,sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw.(L.M.L)",dated 04/24106,with revision F dated 04/01/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No,.-••• FTI.-5439,dated 12/10/07 and FTL-5742,dated 01/21/09,both sigtwd and Sid by " Michael S.Wenzel,P.E. • (Submitted under NOM 09-0604.24) •• ••• ••• •• 000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .... .... :" 2)Uniform Static Air Pressure Test,Loading pet Mt TAI 20244 ••••• 3)Water Resistance Test,per FBC,TAS 202-94`, . • .... .... ..... 4)Large Missile Impact Test per FBC.TAS 201'-91r •••• •••••• 5)Cyclic Wind Pressure Loading per FBC,TAVIAN.94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202.94 • along with marked-up drawings and installation diagram of an aknAinam sipgiq 1Wng •••• window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No" FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and FTL4514,dated 01/25/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#07-0404.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories,Test Report No. CTLA416W,dated 04/11/00,signed and sealed by Ramesh Patel,P.E. (Submitted under NOM 07-P404.04) Manuel ere,P.E. Product ContrdygAmfner MOA No.15-0611.06 Expiration Date: July 0S,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structival Vis,complying with FBC5th Edition(2014)dated 04/29/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS . . .... ...... 1. Statement letter of conformance, complying with FBC-51b Edi'tton k20143,anti.of no • financial interest, dated April 29,2015, issued by Al-Farooq Mffiq ation, signed anc • sealed by Javad Ahmad P.E. •••••• .... .... ..... G. OTHERS • ...... .... ..... 1. Notice of Acceptance No.12-0213.05,issued to T.M. WindowVLM for tlfei$Series "605"Single Hung Aluminum Window(reinforced),approve&�n bYJ03/1I and• ....;. expiring on 07/05/17. •••••• Manuel .E. Product Con Eu tier NO3A No. 11.06 Expiration Date: July 05,2017 Approval Date. September 03,2815 E-2 83 1/8' 83 I)V War" WINDOW WIDTH 48 1/4' 48 1/4' LSE MUNTM D.L. OPO.W. (FarED) SE MUNTINS ML OPG.W. (MM) (sw�ACE APPUU� 21'MAX. (Sl AI 21' MAX. MAY BE IlS� A HiiAO/SILL MAY BE —— HFJIO/SILL I a ii ii I ii ii I 8 n 4 1 = I u II I ii ii � I ii i= I I C1 ,i u Ti I z 5 1/2'MAX —- —— ——— L3 1/2'MAX. 47 3/4• HEAD 47 3/4" Z THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. D.L. OPG. %. D.L OPG. (VENO a " SHUTTERS ARE NOT REQUIRED. 50 1lir VENT WIDTH VENT IN WIDTH SERIES 805 ALUMINUM SINGLE HUNG K=0 � -� TYPI ELEVATION DESIGN LOAD RATNGS FOR THESE WINDOWS TO BE AS PER 1:TT.S WITH OPTIONAL FIN CHARTS SHOWN ON SHEET 2. $ RRR (SEE DESIGN CAPACTIY CHART) EQUAL LITES • APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) R COMBINATION$ OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN 4.875* LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) - WINDOW WIDTHIDTH - WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • D0•WIDIM� �+ WINDOW WIDTH - 5.375" i i ••i i :D. oa T = WINDOW HEIGHT/2 - 4.V • •• • • • • ••• • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CONVLY WITH THE • • • • • • • • • 4 REQUIREMENTS OF THE FLORIDA 1lUJLDING CODE INCLUDING HIGH VELOCITY •• ••• •• • • • •• LAMINATED GLASS 's g HUR�ANf ZONE (HVILZ). INSUL. LAM. GLASS MY OR MY WOOD BACKS BYpTHE�, WJST BE ANCHORED PROPERLY LARGE WSSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE • ••• • • ••• • ANCHORS MALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i i i i•• i i •• i i mm- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUOM •• • • • • • • • • • • "sK M l+RrODT)(R RBV�BD S • •• • • • • • • • FIA 782 m ,dog wft Vn FTWN s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN'THESE DETAILS ARE •• • • • • • W1 . NOT PART OF THIS APPROVAL 7A LOAD DURATM INCREASEIS USED IN OE = OF ANCHORS INTO WOOD ONLY. JAL SHIMS TBE RIGH NPACT, NON-METALLIC AND NON-COMPRESSIB.E. i i i i i i i i 0R201 ding no. MATERIALS INCLUDING BUT NOT L.WED TO S��AL SCREWS. THAT : : . : :': : : . : W06-34 WITH LOM WILDING �� SHALL MEET THE • •• •• • • • •• •• 8 REQUIRIMOM OF ••• • • • ••• • • DEMON LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSB t� V (RTrR AL11MD1DM REINFORCING) (VITA STEBL REINFORCING) GLASS TYPES vmoW DIMS. sues TYPE 'C' 'D' Ao'R' GLASS TYPE'F'muss TYPE 'G'MASS TYPE'r GLAss TYPE '1'GLASS TYPE 'r WINDOW DIMS. MASS TYPR'r WIDTH HWW EXG(+) 1NT - EXT.(+) iNL() EXG(+) 1M.(-) ER.(+) iW.(-) EXL(+) INT(-) Eo'.(+) iNL(--) DR.(+)11WA- s YADTH Heow EVO) IRM-) 6 19-1/8' 70.0 70.0 $to 8160 Sao I 80.0 80.0 80.0 8060 90.0 00.0 80.0 80.0 90A 19-1/8" BOA 115.0 28-1/2• 20. 7060 70.0 61.0 81.0 80.0 804 no 80.0 Soo 80A 90.o Soo no �A 26-1/2• 2r BOA 115.0 37' (4) 7060 70.0 61.0 814 Sao a" 80.0 Soo 804 80.0 80.0 80.0 80.0 Soo 3r (4) SOA I tea 53-1/8' 70:0 70.0 0160 81A 80.0 804 no mo 80.0 BOA S0.0 80.0 Soo Soo 53-1/8' �4 115.0 19-1/B' 7060 70.0 81A 61.0 80x 80.0 SOA 880 90.0 80.0 80.0 80A 804 De0.0 19-1/8- Soo 118.0 28-1/2• X31. 70A 70.0 914 91.0 8060 Soo 80.0 80.0 8060 BOA 80.0 80.0 SMO BOA 29-1/2• x_3/8 8060 118.0 10. 37' (4) 7060 7060 91.0 61.0 8060 80.0 BOA �.0 60.0 804 !WA 0 8QA 800 87' (4) 80.0 1tea 53-1/8" 7060 70A 81.0 Six 80.0 80.0 Soo 8060 WA 80.0 8060 WA 80.0 8060 53-1/8" no ItBA q,10 19-1/8' 70.0 704 8160 SIA BOA WO SOA 80.0 Soo 90.0 WO 60A Soo SoA 18-1/8' BOA 115.0 it 26-1/r 70.0 70.0 61.0 61.0 SOA SOM Soo Soo Sox BOA 80.0 Boo Bao 804 26-1/2' 06/a W.0 115.0 70.0 70A 81.0 61.0 80.0 SU 80A S0.0 80.0 808 80.0 GOA 37' (5) �60 115.0 53 1/8• 70A 704 61A $to Soo Deco 80o Soo Soo sox 80.0 Soo 80.0 Sao 063-1/8• BOA 118.0 19-1/8' 70.0 70A 6160 61.0 Soo BOA $0.0 80A Sao 80.0 80.0 Sao 80.0 80.0 19-1/8' BOA 115.0 a 26-1/2. 56_5/S. 70.0 "A 61x 6160 80A 804 a" ODA Soo 9060 8060 80.0 8060 Soo 28-1/2" �$/s. a" 118.0 37' (6) 70A 704 81.0 $to 80.0 Soo BOA Sao Soo SO.O SOA 80.0 Soo S00 37• (6) �A 115.0 ^} 53-1/8• 70.0 70.0 01.0 61.0 SO4 80.0 Sao 80.0 BOA Soo SOA SOA 50.0 SOA 93-1 Sao 110A 19-1/8' 70A 704 61.0 61.0 �A WA sac W.0 8060 8060 SOX Soo Sao 80.0 19-1/8' BOA 115.0 v 28-1/2" or 70A 70A 6160 8160 8060 �A 80.0 =0 SOA WA Soo Soo 80A GOA 28-1/2- 8r 9060 115.6 37' (6) 76.0 70.0 01.0 61.0 WO 60.0 80.0 Soo 8060 SOA 80.0 50.0 804 90.0 37" (6) 8060 11&0 $^ a3-1/S' 7060 70.0 614 St4 Soo 60.0 80.0 Deco 80.0 8060 80.0 80.0 Soo Sao 53-118" BOA 118.0 •� v t9-1/8' 7060 7060 eta eta Soo �A Soo no Soo SoA 80.o Soo Soo Soo 19-t/e• BOA 115.0 26-1/2- 70.0 70.0 51.0 $to BOA 804 6060 �.0 WA WA 80.0 Bao WO 80.0 28-1/2• 72" 900 t15x 37' O) 79A 70.0 81.0 eta 804 5060 solo Sao a" Box Soo 980 80.0 eo.0 37' box 1150 53-1/8" - - 01A eta - - 80A 80A Soo SOO 78.2 78.2 WO 80.0 19-1/8' 804 118.0 76-3/4` 19-1/8' 70.0 Toa eta 61.0 Soo Sox Soo 50.0 WA BOA Soo Soo 80.0 Sao 28-1/r 80.0 115.0 20-1/2' 78-3/4* 70.0 70.0 5'14 61.0 SOA BOA 80.0 80.0 80.0 Soo Soo Soo Boo 804 37• (7) 80.0 112.2 C 37' (7) 70.0 704 6160 eta SO4 90.0 BOA no no 80.0 no SOO Soo 80.0 24' 80.0 115.0 � �z 53-1/8" - - 81.0 01.0 - - 77.8 77.8 Soo Soo 74.5 74.8 Soo Soo 30• �A 118.0 24' 7060 70.0 01.0 61A SOA 80.0 SOA 80.0 80.0 Box 880 80.0 Sao 80.0 36• BOA 115.0! �{ 30' 7060 70.0 B1A 81.0 BOA 80.0 90.0 SOA 80.0 BOA BOA s0.0 80.0 80.0 4r (5) BOA 1180 GGG!!! 38' 70.0 704 61.0 8160 a" BOA 80.0 Soo 80.0 BOA 80.0 SOO 80.0 Soo 48" BOA 118.0 42' 7060 70.0 91.0 61.0 ODA 80.0 80.0 8060 80.0 BOA 80.0 50.0 00.0 a" 064' Deco 109.1 48' 7060 7060 61.0 eta Soo Soo $0.080.0 60.0 Soo S0.0 Soo 8060 Soo w 80.0 118.0 54' 700 70.0 814 61.0 Soo SOA 80.0 BOA Soo Soo 80.0 Soo 80.0 BOA 30' BOA 118.0 24' 70.0 70.0 eta Oto Soo SOA 80.0 Sao Soo no 80.0 WA no Soo 38" S• BOA 11a.0 • lk I 30' 7060 70.0 $1.0 81.0 SDA 80.0 WO SMO SOA SOO SOA Bao 60.0 Soo 4r (0) 60.0 1150 R 30' i; 70.0 70.0 8160 eta 80.0 800 Sea aux S0.0 80.0 880 Soo Soo S0.0 48" BOA 109.7 $ 41' 6 7060 70A 81.0 81.0 BOA 00.0 80A 80.0 80.0 8060 80.0 80A 80.0 boa 54• 50.0 98 4 48' 70.0 70.0 81.0 51.0 50.0 80x 804 no 80.0 on Soo 80.0 80.0 5060 • • • •• 24" BOA I ISA 54' 70A 704 $1.0 81.0 80.0 BOA 6060 880 80.0 60.0 80.0 80.6 SQO $60 • • • • • 30' 7r 80.0 118.0 24- 700 70.0 81.0 61.0 Soo 4060 80.0 50.0 Soo Soo 80.0 SOA i i i•i •• 38" (7) 80.0 115.0 30' 70.0 70A 0160 61.0 WA 80.0 80.0 80A Sac no S0.0 s0. •80 ••• i i ••• 4r 8060 t 12.0 sg 'l 38' 70x 70.0 GIA 01.0 Soo SOA 80.0 80.0 80.0 Soo 84.0 Sao Soo Soo 24' Be 80.0 115.0 010101.14. 4r (7) 704 70.0 8160 6160 BOA BOA 80.0 Box BOA Soo Box SOA 8060 SOA 30' 8 BO.o 115.0 48" - - 8160 514 - - 804 80 0 880 80.0 Soo • ••• • (}N0.IN PAREtUMM INDUTE NO. OF AN2iQR.4 PER AS 814 01A - - 79.1 791 79.1 79.1 78 8 4 i i •• i i Sign PRoDucrRgyw 1 24' 70.0 70.0 61.0 Eta SOA SOA 80.0 $Do WA HOA 50.0 S&P Sea 8010 • • • • • • 701392 memo yhti6adthdara" 30' �• 70.0 704 6160 8160 8060 8060 Soo BOA no eu Soo a 80.0 ••• ••• ••• 7 A j Obf f.'♦ 8160 8160 - = Sao �.0 800 80.0 �.0 80.0 90.0 NOTE: �p b 4r 6160 $1x bolo Solo 8060 BOA Soo no Bolo a" GLASS CAPACITIES ON THIS SHEET AREAt 46' - - s14 81.0 - - BOA Bao Bao De4.o 77.8 77.11 .9489 Bolo As�d E1300-09 (3 SEC. GUSTS) 06EP Q 20 HY drawing no. ()NO. 0I PAINNIKESIS INDICATE N0.OF ANCHORS PER JAMS 0 i • i i•NWD&Pl. LOING COMMSSION .'DECCM ATEMENT OCA05-DEC-219 WUG�f:jr ••• 0 0 0 000 0 0 eh6� Of F 1/8"ANN. GLASS 3/18"ANN. CLASS 3/18'ANN. CLASS 3/18'HEAT STREPI'D GLASS ' i20'Intedger 120"Interoyer 090' bterbysr 120"Interlayer Uvoltol S Uveka S Sottas Cloar And Color Class UV" S By 'Agmx USA,Inc.- By 'Affan USA. Ine By T=bnmi Chemicol Co.' By'Allen USA, Inc.' 1/8"ANN.CLASS 3/18'ANN. GLASS 3/18'ANN. CLASS 3/18' NEAT STRDM GLASSSILICONE j SILICONE t4 NE DOW CORNING 998 DOW COCONO 995 DOW C�IINO 995 Dsum OW CORNING 998 m � I` • m n 9 n ! i� n i 15 i• II AT i/4 POINTS ON LiTtS AT 1/4 POINTS ON LITES AT 1/4 POINTS O LRES AT 1/4 POA8T3 ON LRES 10 WIDER THAN 38'ONLY WIDER THAN 38'ONLY WIDER THAN 38'ONLY WIDER THAN 38'ONLY GLASS TYPE 1c, GLASS TYPE I GLASS TYPE 'EGLASS TYPE IF 1/e ANN. CLASS 1/8'we. CLASS W 1/4'AIR SPACE 1/4"AM SPACE 1/e'ANN.CLASS 1/8' HENT STREWD CLASS 1/8' ANN.GLASS 1/B'HEAT STREN'D GLASS Suffox IblWkW C rAr&!Color Qbee Soil Md Color Abse 080' Interbyer 090"Iriterwyer tp c� IV'Eaetmam Chantal Co.' By'Eaobrmn Chantaal Co' Soft Char And Color Olga Sdkx Clear And Color Gose 9f By Toslmon a mkwl Co.' By'Eoebncn Chantal Co' i/8'ANN.GLASS 1/B'HEAT STREN'D MASS 1/8'ANN. GLASS 1/8'NEAT STREN'D GLASS SUDIE OE KXM GE LEGE CONE X00 GE ROS7700 is lot %04 lot AT 1/a PoINTs ONI LJTES AT 1/4 Po9rT5 LUES . • ; ; • 4141 W91ER THAN 38'ONLY WIDER THAN 38'ONLY • •• 4110 &WM ALL SIZES AT 1/4 POINTS ALL SIZES • • 4140• • •• •41• 4141 • • • 4141 o g GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPEUS 'I' _ :s _ • Q W • • '•i 1NSSU WOO AIM • •' i i PRODUCT RBhSBD VIOL 4141 • • • • • tA MON Flo" JE e2 � GLAZING OPTIONS � • 22015 • "' drawIng no. * 1 W06-34 . . . . . . . . . . . 4141 •• . . . .. .. ... . ... . of 91lSTRATNE IMS. ONLY EXT.OR W. FINISHESSEE ELEV FOR SPACING NOT BY TM TYPEAL SEE 8xv.F�ACUUi METAL STIMICTLm 1 -m COUNTY APPwm 4RETE ., 10-BUCt MUmMLLION & MULLION ANCHORS SEE SEPARATE NCA d a a.° .e•.'". w °d° °, °,' 1 EDGE OST. D �•'• t 1 at.rY ,�, '`r 1 1 Al I O t tY`[C L ANCHORS TYPfCAi ANCHORS TYPICAL ANCA .. SEE ILEV. FOR SPACING SEE Et".FOR SPACING i 1SEE EI.W FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE aw. FOR sPApNO 1/4° CHa ULTRACON BY 'ELLb' (Fu®t77 if81, FymtaS Ic81) �. ! ! OP11�IA1.10 OPTIONAL TO INTO 20Y WOOD BUCKS OR WOOD STRUCTURES j. j. ! i• is S,�G LA.� J ii „ t to SPS LATCH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) REINFORM1Z OPTIONS OPITONS THRU 1BY BUCKS INTO CONC. OR MASONRY p� SEE SHEET 2 SEE SN EF 222 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Xt b a 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) r DIRECTLY INTO CONC. OR MASONRY V a ® a REINFORCING a REINH'MCING 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) q . 0 t t �ET z t t SEE SHEET 2 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $14 SMS OR SELF DRILLING SCREWS (GRADE 2 CS) ! !! © 1 INTO METAL STRUCTURES _ STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) i" ii ]!4 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V_ #12 SMS OR SME DRILLING SEWS (OMM 2 CRS) 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") ji (NO SHIM SPACE) TYPICAL, EDGE DISTAtdCE :! INTO CONCRETE AND MASONRY m 2- NTN. oil�$ INTO WOOD STRUCTURE a 1" MIN. m 8 � 8 INTO METAL STRUCTURE = 3/4' MIN. 2 WOOD AT W-A0, SILL OR JAMBS SO - 0.88 MIN. © C 1 I ••• • o • ••• i i • • CONCRETE AT HEAD.SILL OR JAMBS f'o m 3000 PSI MIM. 2 •• 4 ••i • i i•i • C-90 HOLLOW/FILLED BLACK AT.LIMBS fm a 2000 PSI MIN. y� t tt • • •• • • • WEEPHOLES• ;;Im0awWI . r SIS - 1/2- LONG NOTCH AT EACH LEND OF INTERIOR LEO • W2 m 7/8' LONG NOTCH AT EACH EMD OF EXTERIOR LEG ° ° • * •• i i °w MM > PRrpp4JC1 RLV138D j„ "i < °,4 a �j �:' • • ALT�TTI T1 FM. s O1f17® 2 � *F1omu } .° $ �E • • • .Haw RownS Cab .. .4, ..•s °EDC• OiS *a A No�>�+t7�l.�o - TYPICAL ANCR9EtS 17 i " !-• e ; TYPICAL ANCHORS ••• • t>' •w� V►FT>R ' BY d►awin 110. s R RH TE SEE ELEV. FOR SPACING •T4ITl� • • 0)s • 02 201' 9 Qmo . : W06-34 (Lm *S!6fC X17:W:L%1'4 PSF MAX.) sheet ar VINT WIDTH TTJTM PART QTY. DESCRIPTION MATERIAL MANF./SUPPLTER/RBMARRB 1/4'MAX. 1 OW-38783 1 FRAME HEAD 8083-T8 ® D.L. OPO SHIMS 2 tWY-37731 1 FRAME SILL,(4'WH) 8083-TB - 1/4' MAX. 18 2A 8A-308 1 FRIG SBL(3'HIGH) 800-To - . SHIM S 1S 16 17 TYPICAL ANCHORS 3 GW-31449 2 FRAME LAMS 5083-T8 - SEESPAt7 4 OW-38708 1 RAIL 8083-T8 - r g� METAL 7 19 FORB CE-36M8 I 1 VENT TOP RAL. 8083••'78 - Q # STRUCTURE-1,, ' V.v L iS 8 OW-37730 1 VENT BOTTOM RAIL(4'SILL) 8083-T8 . .. .. .._.. .. .. :-^•.: .._.. .. .. ._^.•. 8A 0-37889 1 VENT 9pTT0Y RAI.(3'SBL) 8083-78 7 OW-31134 2 VENT JAMB STILE MB,--TB d 8 GW-31470 2 VENT STOP 9083-78 TYPICAL ANCHORS 9 19-M 4/VENT OLATTNG MAD MOLE 8003-TB - a SEE 91". � _.: _ � 4 V� GLAZING WO 9989-ya �A FOR SPAI2i .._. _.. ., .. .._. :. .. W M TM-123 r13 TM-170 /4DNT MAZW 9063-8 - TM-181 4/VENT GLAWW QML IAM.VA" -T6 - EXTERIOR 08 X 1/2" 12/YENI' G1AZ=AILE SCREWS STEEL PH SMS WDOD BUCKS ` 4037 (1) STRIP FIN ST L WWUF07mITUP MTO.ItA10.JPRAME SBL JUD.L OPO. (FIXED) 2240 (1)STRIP FIN MAI.WVMW RIP - VENT TDP 3722 (2)STRIP FIN SEAL WWWWRIP VENT JAMB STB.ES L WNW"mm 14 — 2 1 1/2i7/8'x3/4'FINSEAL PAD — FRAME SDN.CORNERS :. 18 — 2/VENT LATCH LOCK AT 8•FROM ENDS CAST VENT TOP I TYPICAL 0.EV ANCHORS SPACING TYPICAL ANCHORS 18A 7M-11SA 2/VENT SPRING LOADED t LOCK 80113-18 VENT WITOM RAL. SEE 13EY F�2 0 18 — 4/VENT VENT WJE NYLON sm W. 9 17 — ?/VENT MMUL SP1RA1.BALmm — AT FRAME JAM 1/4" MAX' D1 1/4'SIAM 10 wAt-9302 2/VENT BXANCE COVER VINYL FRAME TOAD/JAMBS Gig SHIM 18 VA 19 NM 2/VENT CALDWELL BALANCE CLIP — VENT ATT. Comm 3 20 - 2 X12 x 3/a•PN �1S STEEL (1)AT EACH BALANCE 7 21 - 8 1)12 x 1"P.H. SMS STEEL FRAME OORNEW 22 - 8 010 x 1'P.H.SIS STEEL VENT CORNERS 23 - 4 /8 x 3/4•F.H.SMS. STEL (9)AT EACH LATCH � �z 24 - 4 #8 x 3/8'F.H.SMS• STEA AT FA PLASM SM 8�1 0$7 251 1 1x1 3/18x3/4x1/8'CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4•LM BAR ALUM. (1)AT EA.MM RNL END 27 - 1 1/2%1x1/2x1/8"CHANNEL STEEL AT MEETING RAL. Nei 28 TTd-191 2 FAN TL9M FOR JAMSS 8063-TB - +. _ 29 TM-193 1 FTN TRRL FOR HEAD 9083-16 - %'}: 30 TM-164 1 FIN TOM FOR RILL. M83 To - 3 N XX9 MOTH 31 TM-179 1 MTO.RAL.AEI NFOR91N0 CHANNEL 8083-T8 AT MEUM RAL. 1 A MIAM1-DW COMAPWLm WLWN 32 TM-178 1 TOP NIB RtAffUtC9Ki CIANNEL 80B3-T8 AT VENT TOP -MM FIN OPTION � APATE FKIA 33 - AS=. SETTING K= EPW IAMVER t10ta SHORE A y TYPICAL ANCHORS � gill EEE.BLW. 1TORtSPACING • • •• • • • • • • • SEALANTS• • •• • • • • •• • ALL MM AND FRAME CONNECTIONS SEALED WITH • ••i ••• i ••• SIUCOINE OR ACRYLIC SEAU W. 211!111"gli to v a W •twr i •• • • ••• i i +ANODCyS �tX*r REVISEIS • • • • • • • FLA PE 78692 A8 complying wM*A FTodds • • • • OAA. f Lo(p --- 17 • • araWng no. EXTERIOR • • • • • • • • . ... 1.ri W06-34 ••• • • • ••• • • Sheet of 3.042 ,.428 '125 .800 082 .438 � �g 800 1� .082 .847 F .082 ' 2.� .082 O 1,� L3.08e 3719 ,.000 -1 129 A22 1.092 ' 11.408 � 3188 •830 �0 O .2d0 31 9A Q }n� 0 FRAME HFAD ,.928 3.087 •� AC Q t� 2.376 ® NAIL FIN (rI�AD) MTO• RAIL INOS MrO. RAIL MEINFORCINOS ,.000STEM 0 FRAME JAMB 3.340 1 -1.250- am 1.2� 369 17-1 J:: --T .040 2.168 .790 An 1 w 082 2.,90 ,., 1.166 ® 802 .982 ^ .,28 F0237 ,.376 TOP RAIL RE94FORCING TOP RAA. REWORCING Q Rm MEMO RAIL � VENT STOP O NAIL FIN (JAMB) STEEL ALUMINUM bs ,378 319e .040 .� � .940 � 1.322 -{ 'MM .923 ,.790 2.280 1.370 Aea 3.277 ,369 g Z 2.900 1.212 OLAZINO 8Ea)s a .tee ,.000 ® VENT TOP RAIL 0 .SASN SIDE RAIL Q NAA. FIN (SILL) ® LATCH LOCK -2.202--13.246 .897 2.202 3.246 14 997 1 .• 000 0 A82 . ip •• • • • • • n 4.312 �►• •i •i •.• 4.347 2•� o�•m� 3.927 3 3.439 3,= • .. • 90: m 2.838 • • • • • • ow MM 0 • • • • • • • AA PB#70992 With 60 Ph" Baa •• • • • • �.O�°J i tj 3.141 3.141 f` 1 1 OV i i i i •i• i i drawing �' . . ... 22015vENT SOT= RatsFRAMELee: 0 4 W06-34 NOTE ErtHER us • • '• • sheet of VENT TOP CORNER FRAME TDP CORNER � ri AA .. .. . . . . . .. Mill 000 6:0 0 000 0 .. . . . .. s m O C W Y 0.. • • .• YES M--�NER M PROBIJCP Revl `SY ae oean�yh� d the Fbfidn q i $ 20 • • • • . . • s Nyofiin d►��9 ^�• FRAME 801704! CORNER • • • •�• • • • . . . . . . . . WO6-34 . .. .. 0.0. .... .•. .. ... . . MAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 SU04 Room 218 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES OBER) Mni,Flo ida 33175-2474 BOARD AND CODE ADMINIFrRATION DIVISION T(786)31S-25N F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) W"nV.miamlia&ffW eeoaomv 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 PERA-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. N 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. PERA 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:� " - APPROVAL DOCUMENT:Drawing No.Wll-03 Rev D,tided"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revis4W SFS' 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product tontfW Revis&VAamp "'•:• with the Notice of Acceptance number and expiration date by the Miami-Dade County Produ to>nrol SWtiori• ....:. ,rt IbIISS1LLL IMPACT RATING: biped Rhab-10"t-4 - ...... Lnpltittlon: •••• •••• • • 1. See sheet 4 for Single door w/SHW and sly I for single or double Door Design Pressnct{]A ratiag•V9�1ass ••••• type and/or threshold types(Exterior(+)water limit) 00:00: •••• ••••• 2. See sheet b for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshbld We.Lo DP •••••• rating of Doors or Sidelites shall control when combined together.Max total frame area Ulii tinate unit dhall •, not exceed 125.84 ft'tested frame area. :•..:. •••••• 3. See glazing options in sheep 7. Insulated laminated glazing Type Al and Bl are limited up to 3.0'above jpde. �•••• LABELING:Each unit shall bear a permanent label with the manufacturWs name or logo,city,state Maseiieii and following statement:"Miami-Dade County Product Control Approves",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 tyre las been a revises 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. ADvIvamE114E f.- The NOA number preoedod by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising lit um N any portion of the NOA is dispiayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manuf teturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. E1 *1.05 E I A Uj,2021 App`XoW IMte: OctoberO%2015 1 7 page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.Wl l-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.L)",sheets 1 through 16 of 16,prepared by AL-Fmxmq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javed Ahmad,P.E. B. TESTS(Submitted under files#12-02$8.14/#11-021&05) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum oubming dors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Ian.,Test Report No. FTL-61.68,dated 12/14/2010,witnessed by Jorge A.Causo,P.E.and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc,,signed and sear by reviewing engineer Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2d14T6'h Edition),prepared by Al Farooq Corporation,dated 06/01/15 and l�,g j 4jised qn VP 03, ; 2015,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. ER). E. MATERIAL CERTIFICATIONS " " "" 1. Notice of Acceptance No. 144916.11 issued to Kuraray AmericaX;A Vormgr Ell, DuPont DeNemours&Co.,Inc.for the"Sentry GIass®(Clear and White)Glia ? . . ...... Interlayers",expiring on 07/04/18. •• 009:00 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company pJAI (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"'Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA#12-0208.14,expiring on April 21,2021. 2. Test proposal#10-N17,dated 01106/I 0 and email test revision dated Oct 06,2010 approved by BCCO. t r ` 'hhaq b Chanda,P.E. Product Control Examiner NOA No.15-0611.05 Expiration Date: April 21,2021 Approval Date: October 08,2015 E-1 HEAD/SILL ANCHORS ILE AT STENI S i 41 7/° (8)AT 3"O.C. �, (� FRAME WIDTH FRAME WIDTH - Et 8'MAX. 3' 8" MAX. 18" MAX. SURFACE APPLIEDHEAD/SILI TYP. 15" MAX. HEAD/SILL IiEAO/SILL FALSE MUNIINS CORNERSMEAD/sem CORNERS A MAY BE USED A --- a i n \\ i' SERE SHEET S'S \II 0 t4 °'• SEE SHEETS AL T LOCK OPTIONS__ SEE SHEET 3 \\\ / it i it g ii 9 \ GLASS D.L.O. DIMS. INACTIVE NINE D.L.O. HEIGHT (DOOR & SIDEIITE) - FRAME HEIGHT — 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 11.875" D.L.O. WIDTH (XX DOORS) (FRAME WIDTH — 20")/2 30° 30" 29 7/8' DOOR LEAF WIDTH (X DOORS) - FRAME WIDTH — 3.250" O.L. OPG. D.L. OPO. D.L OPO. a DOOR LEAF WIDTH (XX DOORS) - (FRAME WIDTH — 2.7501/2 3e s/9° d 38 5/8` LEAF WROTH LEAF WIDTH SERIES-249 ALMONUM FRENCH DOOR lZ SIDELMS t W'DTM R B APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 1ypIrAL TION IMCAL ELUaCM WITH OR WITHOUT SIDELITES. ( XX ) /UOBUC'OREV83Bp SIDE LITES CAN BE ON ONE OR STH SIDES OF DOOR. J` •' w' aifl�111eBlaarTAl1 SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. ••• •�Tuar t&musti i ••• DUAL ISAF DODR THIS PRODUCT HAS BEEN DESIONED AND TESTED TO COMPLY WITH THE •• •i i i i i i•i •• DOOR OPTIONS REQUIREMENTS OF THE FLORIDA BUILDING COIR: INCLUDING HIGH VELOCITY •• •.• •• • • • •• INr HURRI RE 2010= (Me). < •u a 1BY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE' • •.• • • ••• • ANCHORS SHIALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS • • • • • f"r.J AD b EMBEDMENT TO BASE MATERIAL SWLLL BE BEYOND WAIL OR OR STUCCO. ••i i • i•i i /Sb� �RATED FOR LARGE MISSILE IMPACT. q ANCHORING OR LOADING CONDMO14S NOT SHOWN IN THESE DETAIS ARE ••• i• i • ' �� REQUI D. � 78882 NOT PART OF THIS APPROVAL }i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8 ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON—COMPRESSIBLE. ••• • • • • •.• • • SEP 3 015 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT i i i i•i i i : W11-03 COME INTO CONTACT WITH OTTER DISSMILAR MATERIALS SHALL. MEET THE • • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE. • •• •• • • • •• •• sheet of I ••• • • • ••• • • ANCHORS AT MULLION V HEAD/SILL ANCHORS AT 4`. 7'dt 10`FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDEIITES 188 1/4" MAX. (8)AT 3"O.C. TYP.AT HEAD/SILL 1 1/4' MAX TESTED FRAME WIDTH ' 1/4� MAX 41 7/8' 80• MAX 4 7/8" SIDELRE FRAME WIDTH XX DOOR FRAME WI SIDS FRAME 1111DTH 8`MAX. 3` 15"MAX SURFACE APPLIED CORNERS HEAD FALSE MUNTINS F q MAY BE USED / I \ 1SgENE SHE S O � �d OPTION 2 I \SEE SHEET s u �� b U It z INACTK ACINE — —� 30' 30" 28 7/8' 30■ D.L OP0 O.L. OO. D.L. OPO. D.L OPO. 38 S/8" 38 1/8' WIDTH 38 5/8' N N 38 1/8" � p 1 LEAF WIDTH LEAF WIDTH LFAF WIDTH N• �$� TYPICAL ELEVAMN •. *0: • •• �yMN•B.te I ( OXXO ) so •i •'i i i i.i ITH '• WPAAISL ffiDSL.T7'R-�•• •.• •• • • • •• cmue S DELTTF' OPTION WPPH =R • • •.• • , •• • • • • • i ' i • i i FIA. t�VN 70882 MAX. FRAME AREA NOT TO EXCEED 125.84.65- Fj-PER FHCO1q • • x- W11-03 . . . . . . . . . . . .. .. . . . .. .. HEAD/SILL ANCHORS ANCHORS AT MULLION �V AT STILE ENDS AT 4". 7'& 10'FROM END OF ro (6)AT 3"O.C. AT� DOOR AND °ELITES 166 1/4"MAX. FRAME WIDTH $ 48 8/18" W MAX 8'MAX, XX DOOR FRAME NA 3" HEAD/SILL IYP. 15' MAX. SURFACE APPLIED CORNERS HEAD/SILL FALSE MUNVINS MAY BE USED II 11 4 HINGE SEE SHEEP'S OP110�}S 10 -- �/ I oLOCK OPTION 2 g \SEE SHEET 5 ii / I!!'�' 10 RWTIVE 41 L.5/8e D. OPG. D.L. 0 O 1. OPG 48 3/8 38 6/8" SIDELITE WIDTH LEAF WIDTH 38 5/8• LEAF WIDTH � s .. ... . . . . . .. m TYPICAL ELEVATION • • •• • • • • • _ • •• • • • • ••• • KITH DM= SgT SIDELT= <m v o -tIDELITE OEnv.� D b i OWIL FLA "m MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. 17. PER F8C 2014 • • y 8 ••• • • • • ••• • • 2Q15 drawing no. • " ' • ••• W11-03 . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • • >X,eet 3 of 6 41 7/8' 31• FRAME WIDTH WINDOW wom 28' 8'MAX. 18'MAX DA. OPO. (FDIED) HEAD HEAD SILL CORNERS 14 16 1/2' MAX. 5` MAX. HEAD HEAD/SILL CORNERS Ei bill LOCK O IOPTIONS /• \\ \ .� SEE SHEET S \ "� 14 14 — .•. 20 7/8 / Mo. s e W n 5/9' D.L. OPO. '• o Ct /� 28 7/8' 0 g s / VENT WIDTH mm 30' NOTE T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 385/8- Dp +85 • LEW WIDTH —80 PSF EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD R TYPIC! ELEVATION ( X ) ••• ••i i i ••• i i ••• • • •• • • • • t' { FOR DESIGN LOAD CAPACfIY SEE SHEETS •• •• • • • • ••• • in •• ••• •• • • • •• S < mne S.H. WINDOW INSERT OPTION ••• •�• � ••• ••i ••• • • • ••• • • • • • ngr:a now b a •• • • • • • • • • • • ave. • .• • • • • • • • nX PC+ION2 ••• • • • • ••• • • drowsng rro. • ••• ASE9 2015sheet 4 ot18 ••• • • • ••• • • FRAME FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / AND FLORIDA BUILDING COMMISSION $ DECLARATORY STATEMENT OCA05-DEC-219 ACTIVE RIACTNE ACTIVE ACTIVE 4J (X) (1oc) � SINGLE LEAF(Y D001�WITHOUT e1DELIT&S DOUBLE LEAF (I Doo88 MMOUT 8A18LITBB SINGLE LEAF DOOM RM B.A. IN8$ET DESIGN LOAD CAPACITY - PSF DEMON LOAD CAPACffY - PSF DESIGN LOAD CAPACITY - PSF LOCKS B1 & 92 U=OPTION 01 LOCK OPTION /2 LOOK wmNS#1 &82 OL GLASS TYFBS GLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT 'A'of'AI' 'B' OR 11' FRAME WIDTH FRAME HEIGHT 'A', 'At', '8'OR '81' FRAME WIDTH FRAME HEIGHT W. 'AI', 'B'OR 'BI' EX 4+) INT.{-) EXT.(+) RIT.(-) RICHES "am EXT.(+) IRdi(-) INCHES INCHES ExL{+) INT.(-) 42 =" •' .- - 100.0 141.0 1 8o log 80.0 80.0 42 109 "A BOA EXT(+) LOADs SHIoWN ABOVE ARE V&H HIGH THRESHOLD EXr.(+) LOADS SHOWN AW*T ARE WITH HIGH THRMIOLO GLAD TYPE'F' 9 ILIL T1ln/ FOR SID. THRESHOLD LIMIT EXT.(+) LOADS TO 88.0 PSF FOR MO.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF >e bI EXT.(+) LOADS SHOWN ABOVE ARE WITH NKR!THRESHOLD tt�� FOR STD.THRESHOLD LIMIT EXT(+) LOADS TO 88.0 PSF OPTION #j STANDARD STEEL THROW 80LT LOCK, KEY OPERATED ON 3 K SYSTEM WITH LEVER HANDLE LOCATED HINGM, �flD EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2" FRAM BOTTOM OF ACTIVE LEAF LOCK STILE OPTION #j LEAF LOCK STILE, 48' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS " Z FASTENED WITH 2) 1/4-28 X 2-1/2n MS ENGAMO AT HEAD AND SILL 7-5/8" LONG ALUM BUTT HINGES, AT 12' FROM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH (2) #12-28 X 2-1/4. OH MS EACH ENO AND ONE AT MIDSPAN OF LEAF. M 2 .. EXTERIOR AND THUMB TURN B INTERIOR AT ACTIVE LEAF METALUC STRIKE PLATE AT 40" FROM BOTTOM QEM #2 LOCK STILE, 39-1 2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4' LONG ALUM PIVOT HBVCES, AT 12' FROM EACH END FASTENED WITH (2 #8 X 5/8 PH SCREWS AND " (2) 8-32 X 1-1/2" OH MS (3) #10 X 1/2 FH SMS AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (22 1/4-20 X 1-1/2' MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF FASTENED TO PANEL WITH {23 5/16-18 X 1-1/2- MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK INACTIVE LEAF LOCK STILL MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE FACE LOCATED AT 11-1/2' AND 89-1/2' FROM BOTTOM LOCATED AT 10-1/2' & 76-1/2- FROM BOTTOM A FASTENED WITH (2) #8-32 X 1/2" FH MS FASTENED WITH (2) #8-32 X 1/2' FH MS SFAIANU; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED 1'IIODUCfREVISBD R R I , WITH WHITE COLORED SEALANT. +► T•y wltA HAe Hud" SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. :==S-Au \ H \ ••� •\i ••• i •• // j // • I • %.• i•• i• FLA.PEE 70592 ( c 43CAkpI•/4i • dravmg no. w11--03 2015 • • •heat g oT STATIONARY PANEL(0) OR DOORS WIM SIDRLiM SIDEUT DOOR DOOR FRAME W. SIDELITE W. SIDELITE W. FRAME W. SMITE W DR Of LOAD CAPACITY - PSF WIDTH �� PANEL/Omw SET , , 0L T,YP1;8 F 0 A f 0 F 0 A F 0 FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A, Al', '8 08 'El' INCHES INCHES INCHES EXT. (+) IVT. (-) 81 41 7/8 48 80.0 88.7 H / H / H 00 80(XX)) 8541 7/8(X) M 0 //J M J M 4 80.0 88.7 N N 80(XX) 8 91 41 7/8(x) 48 80.0 88.7 uj M a So(XX) 87 41 7/8(1I) 42 84A 78.8 \\ \\ SO MK L B \ K L K L 8 \ K L 103 41 � 42 80.0 78.8 L11 L 41 7 STATIONARY(0} OVERALL FRAME (XX) WIDTH OVfRAII FRAME WBYi}I � ( ) 109 80 X� 41 7/8 80.0 80.0 0%0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD XO i FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF SMWE W DOOR FRAME WIDTH SIDEUTE W DOOR FRAME WIDTH SMELITE W F 0 A F F 0 A 0 NOTE 1 FOR DOORS CAPACITIES SEE SHEET 5. X .. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. \ \ H M M M DIRECT SET SIDELITE WIDTH PANEL SIDELITE WIDTH SIDELITE FRAME WIDTH Ll /N 01 K L � OVERALL FRAME WIDTH OVERALL FRAME WIDTH COx � ) ( ) low DIRECT SET SIDELITE WIDTH DOOR PR08UCrRBV1Sw FRAME WIDTH j� 1�FbAk x OR W11)TH d4{ � 00 ••• • . . e . •• 8 • • • • • • • • • NOTE: AcrnrE • ••• •• • • • •• GLASS CAPACITIES ON THIS SHEET ARE ^ �° PANEL SIDEUTE WIDTH DOOR FRAME WON BASE FION ASTM BUILDING E130D—COMMISSION09 (3 SEC* GUSTS)AND <m u o • ••• • • ••• • DECLARATORY STATEMENT DCA05—DEC-218 9H� TH : : : • : : ��AM CNB a • • LINO 8 M i RYE i • INAC : : : : • : p tHowing 110. PANEL swan WIDTH FRAME xa • :•••: : : : :•••: SE $2015 W l l—03 � • sheet of 16 3/18'HEAT STREN'D GLASS ` 3/18"HEAT STREN'0 CLASS 1/4"AIR SPACE 3/18°HEAT STREN'D GLASS 1/4"AIR SPACE 3/18'HEAT STREN'D GLASS 080'Interlayer 3/18' HEAT SDtEN'0 GLASS 3/18" HEAT STREN'D GLASS 090' Interl Sa1ex Clear And Color Gloss oyer J By'Eastman Chaftocoi CO.' 090'interioyer 080" Intedc)w Kuroray America Inc.' 1/8'HEAT STREN'D GLASS ex Clear And Color Glass SentryWas BY 3/18'HEAT STREN'0 GLASS ey 'Esstn on Chamicol Co.' By 'Kuraray America. Inc.' 3/16"HEAT STREN'D GLASS �e�a®�yer $ SILICONE 3/18'HEAT STREN'0 CLASS 3/16' HEAT STREN'0 CLASS SILICONE GE RCS7701 S By'Kurmoy America, Inc.' OE ROS7701 OE 1200 GE G 07 SILICONE OE 1200 1/8" HEAT STREN'D GLASS GE 1257701 ¢ a OE 1200 SILICONF _ . 72 GE 1202i GE SIUCON0701 4 PACE PACE UM SALUMINUM R PACE7t AT /2"FROM ENDS is Sms AT 4-1/2' FROM ENDS AND 10-1/2"G.C. AND 10-1/2.O.C. 1 AT 1/4 POINTS ALL SIZES AT 1/4 POINTS ALL SIZES GLASS TYPE 'A' G .ASS TYPE 'Al' GLASS TYPE `B' GLASS TYPE 'Bi' GLASS TYPE (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) W GLAZING OPTIONS _ CRASS TYPESz , GLASS TYPES *'X 'Al' OR 'B1' (ABOVE) IL S7701 SILICONE SILICONE ROS7701 MODUCtREVISM 0 GE 1200 KalilSUCO' aAbeeBbrteHo � ( r AT PO WNS 38"ON LtTES �!_ ••i i i i.i •• ^ AT 1/4 POINTS ALL aiccil • . • • • • • • <muo i i i i.• i i •• i i fir:.kM b s •• • • • • • • • • • • FLACwL 7.682 y • •• • • • • • • f /706 MC •• • • • • • CAA'Ib38 ••• • • • • •.• • • drosrtng no. • ••• • 032015 W11-03 • • • • • • • • • • • •• •• • • • •• •• ••• • • . ..• • • sheet 701 6 TYPICAL ANCHORS �#• ESE GIST. SEE ELEVATIONS iBY WOOD BUCK FOR SPACING EDGE DIST (SEE NOTE SHEET 1) BY D BUCK I,IYg ALTERNATE J<." .;vr :. .;• .•I • a; • AN CHOR LOC�p10N •,•.j4� b' �• .�,•• EDGE (SEE N 1) ypy�• JS S' i �• A �� jyy DIST F a 7 t — WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS I TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1g SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'X g FOR SPACING FOR SPACING Q{ METAL tiaLTEDGE snUXI>RE TYPICAL ANCHORS: SEE aw. FOR SPACING ST OR 1 4° DIA ILTRACAN BY 'ELCO' (Fuai77 KSI. "156 KSI) T� INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRYrYPICAL y SEE ELEVATION S 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) bit C FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) V 1/0 DLA- SERIF DRILLING Wj= (cR AK g CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') tT3 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN. JFI ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.; z g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 18 INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SO - 0.66 MIN. e CONCRETE AT HEAD, SILL.OR JAMBS ire - 3000 PSI MIN. /�TC-00 HOLLOW/FILLED LOW/FI.LEO BMBS fm AT JAm � 2000 PSI MR FL BOL OR SHOOT BOLT 18 py1Ea� dlJew83 rod& �$ PENETRATM 000 • • • • • J1Mi11q� i elq t8 tS 2 2 • • • • • • AeaeylaareNe 7 • • • • • • OrR� rat Oi i 2 7 • i 1� • i i i•• • ` mum v**p6dmacm*v- ALTERNATE � 92 ALTERNATE I I < m u a n•... • OPERATING 1TS • • 318"2X FROM '' '• �;• .. ,b. i. .a i. ' s: '. �.i '.Vo►, •• •. • • .. .•! ) •: .` o::• .� i� n R mumb ENDS TYPICAL ANpKNtS ° • •�1PLCAI •r '.� • •:vh TYPICAL.ANCHORS PIA Ef__70592 EO6E DIST SEE 11EYATIOJS SEE ELEY Ns SEE ELEVATIONS CAX � FOR SpACiNG EDGE 01ST. FOR SPACING FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD • • • ••• • j� THRESHOLD APPR'D FOR WATER REMIANCE APPIM FOR WAIFER RESN6TAA • • • • AST AP�R'p FOR WATER RESISTANCE drawing no. LIMIT MAX. + ta>t�TO 100.0 L'SF (SINGLE DOOR LIMIT MAX. EXT(+) LOADS T� 9650 P•SF: LIMIT MAX EXT + LOADS To 60.0 PSF (NmL�LE DOOR • •• •• • • . .. .. 201K W 1 1-03 OFERAMG U= 000 • • . •.• . . $Haat 8 of 3/ 3/g" `7 SHIJA O D 1BY ALTERNATE O SHIM ANCHOR LOCA71ON •Y STRUCLVALRE_\ 3 3 •,e WOOD SUdC Fo ACTIVE LEAF TYPICAL.ANCHORSSEE 18 s FOR SPAC 18 11 '� TYPICAL.ANCHORS to EXTERIOR s SEE OS»OPD. =Y ". a ALL FRAME JAMB 38-8/8"MAX. k. ' LEAF WIDTH 41-918'MAX. aOCK OT SINGLE DOR 2 DOOR FRAME WIDTH I OPTION 1 SHOWN SHEET S FOR DESCRIPTION _ 3/8` SHBA . 3/8"NAX ilh( ,. © FLUSH ALTS O LOCK OPTION 2 AT DOUBLE DOORS ATTOP & t10TTOM SSHEET 5 FORDESCRIPTION • `'' ' 3 3 28Y WOWOR TYPICAL.MM.5...1. IN—ACTIVE LEAF ACTIVE LEAF ELEY FOR SSPACINo 4, •4 21 2 21 18 ^'•` TYPICAL ANCHORS LEAF WIDTH EXTERIOR SEE ELEV. FOR SPACING LEAF WIDTH x $� BUTT HINGES •• 00:• • • • e • •• iQ • • • • • • • • PNOT HINGES • • •• • • • • • (SEE HINOE OPTION SHS) • •• • • • • ••• • . I i 4 m V m • ••• • • ••• • OPERATING UNITS •• • • • • • • s • • • ' wqA the iru1� a° a •• • • • ••• ••• �� ,a / Ft� CML ••• • M • • • • • • • • drawing +�• • t77 W11-03 . .. .. . . . .. .. ... . . . ... . . sheet of g VPiCAI.ANCHORS NATE EDGE DIST. FOR SP ANON NSC LOCATION PANEL SIDEL•ITE INSSTALL-oTION DETAILS ro . ►" ALTERNATE •' •'' API .0HOft..LOCATPON .- O16 28 $ /10 X 3/4° PH SMS AT 8°FROM ENDS 7 1 AND 24°O.C. MAX. y i8 e &L MME JAMB � X10 X 1'PH SMS 3/8" MAX. AT 4° FROM ENDS Li SHIM O 010 X 3/4° PH SMS AND 18'O.C. MAX. O 1S • AT 8" FROM ENDS 3 AND 24`O.C. MAX. 3 TYPICAL ANCHORS AN SEE EM. FOR SPACING ,4'.4 21 21 vi .' 1e 3 O •"'• g EXTERIOR 8 Pi �.:; SIQEUTE LEAF WIDTH LEAF"m SIUCONE v BUTT HINGES PANEL SEEUTE WIDTH 1 1/4:L DOOR FRAME WIDTH DD!! DOOR LEAF WIDTH m SIDEUTE FRAME WIDTH — 3.250 8 8 a Dmil"41 O F Plor11, 19 4�uj • • •• • • • • 0 A © 7 18 © 18 cmuo 2 ALTERNATE 7 • �,i • ••i ••• PAATE �jELITl� UNITS • • ••• ••• FIA. 70592 � n 3/8X__3� s. • • • b 1 2•FROM a ,: • • a.. a i rp'i • ••• • • drawing Plo. ENDS �ANCHORS ° ' EDGE DW. • rrrA.ANCHORS • • MR c • PANEL SIDEE_ITi' UNIT (STD THRESHOL 1 • i•• i i• • W —�3 sheet 10 Of 18 TYPICAL ANS DIRECT SET SID=B•ITE INSTALLATION DETAIL SE S �v EDGE DIST• ELEvanOHS FOR SPACNO rp O � a s e� s/8" MAX. SH TYPICAL ANCHORS ••': _ SEE ELEY FOR SPACMO •••,i ram 18 pt c :a z a o t .',.•'.• � EXTERIOR D.L. OPO. LFAF WIDt'H g M 4• SILICONE tNOT HWES DIRECT SET SIOELITE WIDTH 1 1�4" DOOR FRAME WIDTH an o I10 X 1" PH SMS AT 4" FROM ENDS AND /8"O.C. MAX. PROUtICrWWM buldivfcaw FtazliiP • • • • • • • • MAW PpRaw O 9 -00 ♦� -0. 0:0 •• ••: •• DIRECT SET ,SIDEME UAiITS • • • ••• • • •• • • d •• • • • • • • • • • "4" tom. •• • • • • • FLA.PE mss ' ' E DST. . TYPICAI,ANCHORS FOR SPACM ••• • • • • ••• • • • • • • • • • • Ep 15 drawing no. • ••• • W11-03 . . . . . . . . . . . .. .. . . • .. .. DIRECT SET SIDELITP UNiTQ ••• • • • ••• • • sheet 1 of 1 -4.000 r.112 080 1.750 4.0KIO .082 TF625 2.378 .800 1.760 �- 2.375 1 4332 ,.943 Q FRAME HEAD 1.843 .145 Y� �j PANEL GLAZING BEAD 3.488 TM-099 37 YM-155A OV 9 SIOELITE HEAD/SIU. -3071. 8.280 OW89 2.375 2.128 --� 880 .713 � 1.488 .082 .126 0.310 ,050 O GW 37888 4.872 .778 CENTER H9,OE 4.000 ® 1.799 SIDELIT£ GLAZING BEAD (WSUL. LAM. GLASS) - 0 PIVOT HINGE LL .725 4.248 1J3� 4.0� 1.5� 0.572 GW 37888-A '2� 2.082 � O 7.780 19 DOOR BOTTOM RAIL ® OUTER HHdt;E 126 .128 .875 ipp� DOOR JAMB/SIDELITE FRAME NINOE PW .082 ins Si SS BA6499 I,OOp�rl ,.376 i+S 082 .825 ® �• �7 ADAPTER 188 MID RAIL CORNER CHANNEL J W�) .m3 1.750 .7 -� 3.881 .886 LOW THRESHOLD MEG 625 1.750 897DXB fjj I F082 1.030 3878 v 082 -� T__ 1.278 Is i Z$ I 4.000 4.090 .083 il- NOE CAP .280 1.829 a M$ 10-4 t/a" HIGH SILL ADAPTER Ass - 540 DOOR HINGE STILE N'SMS ® TM-193 882 TM-32995 2.167 .125 INSUL. GLASS PANEL ADAPTER .000 4.830 TM-194 sm 4.889 .093 ©DOOR TOP/BOTTOM RAIL I I - 1.505 7M-32994 1 3.9007.888 .625 187 .554- j 2 040 082L .088 `{ 4.0� 1 s74 2.Or e ••• . iRAMK SILL (jW.) 'H' MULLION SILL COYER 999 G -� 078 ,bag • • • • •8A87g8 ib TM-121A 30 TM-160 378 4'� 2.128 •• •i i i i i • • • a4 ACTIVE LEAF LOCK STILE e •• ••• • PtowtuYll w o TSA-172 Q BUTT HINGE dw <m u o O WEATHER-STRIP ADAPTER 08a ••• • - L�'D - OW-31828 4.8m .083 • ••• • • oft ft 078 3'7• • • • .�•• • • • • 999 7�7 •• ° •T. :: • •• • • rqr.JAVAD MWA 02 716 .080 �� 1.780 i,g54 �0 .128 • • • •°• 1�8 188 ,082 938 RA PE 1f78i • • • drawing no. ® 1.799 •� .ot, f,�.: • 1!•P80 ® 3 2Qir1 4.000 '`-3 W11-03 IDEIM GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING•:$P s••••AL'T+40gR+ IAI lo&TE FRAME ALT. FRAME COVER TM-187 ® TM-38048 31 TM-182 •• °8A • BA sheat 1 of 6 ITIVI IfJFART# QUANTITY asSCRlrrlox MaJIMAL MM./KWPtaWM MABRB �1 1 FRAME HEAD 5083-T8 PER TM SPECIFlCAM N 2 1 FRAM BIL (SID.) 8063-T8 PER To SPECIFICATIONS M2A 1 lAW THRESHOLD 6083-T6 PER TM SPECIM71014S3 2 FRAME JA1� 8053-T8 PER TM SPEpFICAT�NS3AAS MOD. ALT.DOOR JAMS/SIDELRE FRAME 8053-TS PER TM SPECIFICATIONS 38 BA AS REOD. ALT.FRAME CXN/ER 5063-T8 PER TM SPECIFICATIONS / ES • � 4 TM-172 1 ACTIVE LEAF LOCK STILE 6083-T8 PER TM SPECIFICATIONS 4A TM-36045 1 INACTIVE LEAF LOCK STDE 608348 PER TM SPECIFICATIONS S TM-32998 1 PANEL MINCE SME 5083-T8 PER 7M SPECIFICATIONS 5 TM-32994 1 PANEL.TOP/WTTOM RAIL SO63-TS PER TM SPECIFICATIONS A 11 7 Gilt 31826 4 WEVHERSI ADAPTER 6083-T8 END OF DOOR STILES (T�/BOTTOMj }��jjj 8 FD 107 3/LEAF BUTT HINGE 8083-T8 SUUNAN&ASSOC. ® BA - 3/LEAF MW W= 5083-T8 LOIRA t� 9 OII130759 AS RNDGD. SITELITE NFAD/SILL 8983-TS - 10 GW 3a22a 2 ODOR LOCK INSERT 8063-T6 Lout S U 21 11 OW-34808 2/LEAF PRESSURE K=-TIE ROD ALUMINUM r LONG 12 TO 1202 21LW FUISN BOLT ASSEMMY ALUL MM SALLIVAN&ASSOC 18 TM-121A AS RZOM 'M MULLION 6083-76 - 18 32001 1 AS REQU FOAM FRIED BULB WITTRRPPINO - .187 X.250 T-SLOT ERAME TOP CORNER 18A 32084 As f1SOb. MULTI FLAP FOAM FILLED BULB W STRPPIND - SIDELITE CORNER 188 31011 AS REO'D. FOAM FILLED WLB W%T - .187 x.350 T-SLOT , 17 Fm 2/LEAF FLUSIMMT CMDF,LOCK STU ENDS(TOP/SOTTOM) 8063-T6 M&M PLASTICS 16 TM-28238 1 PANEL BOTTOM RAIL 6063-TS - m 20 AS RENO. I a10 x 1/2-F.N. UNDERCUT SMS. STEEL. AT PLUSH QTS $( 21 - 2/LEAF 1/2-f TNaDfD ROD.WAVER&NUI' STEEL TOP/SOTTOM END RAILS 22 - - DEAD WILT LOCKING HANDLE - KWIK-SEI 23 1 MULTI POINT I= - ACTNE LEAF.41-FROM BOTTOM 25 - 39 DUST PLUG(OPTIONAL) PLASTIC Det JAMB INSTALL SCREW HOLM 28 - AS REDO. #10 x 1-P.N.SMS.(ASSY. SCREW) STEEL DOOR FRAM M sms/MULL CUPS 31 28 Timm AS REOO. STO. BILL ADAPTER 8083-78 PER TM SPECIFICATIONS O 18 BA AS R VOD. WH BILI.ADAPTER(USED WITH STD.SEL) W03-TB PER TM SPECIFICAMO NS 30 TM-180 1 BILL COVER 0063-T8 PER TM SPECIFK ATS BS 31 TM-182 - til S1TLE REINFORCEMENT 8063-T8 PER TM SPEtIflCATIONS 35 TM-187 4 SIDELITE CRAZING BEAD(LALI. GLASS) 6083-T8 SIDE LITE OIAZINO PN'tOAIEll 35A 4 S@ELITE OLAZING WAD(INSUL LAIR.GLASS) 5083-76 SIDE LITE OIAZING PERIMETER DOOR LEAF CORNER J7 TM-155A OPTIONAL PANEL GLW28Ne BEAD 5063-76 I PER TM SPECIFICARONS 38 TM-194 - INSUL.GLASS PANEL ADAPTER 8083-T5 PER TM SPECIFfCAT10NS 39 AS REM SETTING BLOCKS(1/8'X 3/4-X 4'LONG) EMM DUROMETER 80t5 SHORE A .DOOR COMPONENTS .. ... . . . . . . • • • • • • • • ��wDL+tTxeT+Mw4A� �' •• ••• •• • jlipdrtrNa Beleli� - E�� 8 . . ... g .. . . . . ate. .. . . •• �•� 1 76092 • • • • • •• • drawing no. • 6011-03 X 08 • ' &.SE 2015 FRAME ROTiOM CORNER MID RAIL CORNELQ • • • •• �• • • ••• • • sheet 13 at 18 SINGLE DOOR W/S.H.WOW TYPICAL ANCHORS - EDGE 01sT• SEE MATIONS FOR SPACING r--ridll •ALTE tAN1C�'IOLOCATION 8E ELEVAT�NS FH SMS h FOR SPACING I 4 fin usym ..LW a.PROUAM .Rae . eAftsommi OR ` •• • • • • • •• • C'1 s w v 0 a • • �s • •• INS GLE (X) OPERATING UNITS 31I S.H. WDW o x t • FH SMS • FGR sPAcclNw • i • • z• w.IWD Wo ' b • : • ! �: , •' '�; a •�, �• '$'it$. f•'•• • i Browing no. • •�� ••• sEE E�i/AAT�Is $ W11—t?3 • S • • TA-THRESHOLD-OP= 3 2015 sheet 14 of 6 1.937 1ns 9 Pte'B MM. D1{1 WMN MATMOAL MANF./8UPPLISR/8106ARHS '- 748 1.1 OW-31798 1 FRAME FIEND 8063-T8 PER 786 SPECOCATMIS 15�!Uj 08 2.1 TM-117 2 FRAME JAMS 8083-T8 PER 7M SPEf A7Wt� 082 .130 5 3.1 - 1 FRAME SILL 6083-T8 PER TM SPECIFICATIONS 867 •I25 � � 4.1 GW-38123 1 �MID.RAIL 8067-T8 PER TM SPECffICATKINS i� .250 6.1 TM-113 1 STD.VENT TOP RAIL 6083-TO PER 7M SPECWCATKM 1.878 8.1 TM-112 1 VENT BOTTOM RAO. 6083-TO PER TM SPECIFICATIONS 1.1 FRAME }BEAD 17.1 7.1 GW-31802 2 VENT JAMB 8083-TB PER 7M SPECIt7CATKM FIXED RAIL REINF 9., GLASS $TOP ANGLE 8.1 TM-418 O 2/VENT SPRING LGADEp EtBtE�LOCK O e'FROM ENDS H083—Te PER TM lTECIFFOATKgRR a 80.1 - 2/VENT LATCH LACK®$•FROM ENDS CAST PER TM SPECMATIONS 9.1 - AS READ. GLAZING STOP ANGLE ALUM PER TM SPECIWWATFONS 750 10.1 - 2 VENT STS+(8-1/4•LONG) PLASTIC PER TM SPECIFICATIONS 11.1 - 2 SIV.MMCE - CALOML 1,� 1.749 12.1 - 4 VENT GUIDE PLASTIC PER 7M1 SPECIFICATK1tLR 2.541 131 WV-3048 AS FMO. M"WEATHERSW VINYL PER TM SPECIFICATIONS r. 14.1 W43201 AS REQD. FIN SEAM WEATBIERSIRP WOOL PER TM SPEIFiCATONS 140 15L .1 W43371 AS ROOD. FIN SEAL.WEATHERSTRIP W0� PER TM 9PECIFOAIONS 1.837 181 - 1 FRAME/VENT ASSEMBLY SCREWS CRS o10 x Y Pit SMS 1883 17.1 - - FOGA RAIL REINFORCING ALLAD M1 PER TM SPECIFtCAtICNS O FIXED MEETING RAA. 18.1 DOOR STILE REINF. 18.1 - - DOOR SM REINFORCING ALUMINUM PER TM SPEQIFICATONS t 6 SM, WINDOW COMPONENTS .940 750 082 AO" , W 1.125 1.582 Z 0 110 R 75C SASH SIDE RAA. 5(� STD. VENT TOP RAIL .989 tft -> VENT TOP CORNER .787 877 M3 MME 70P CORNER 882 os2 .674 1.488 -0014 pineM� tin .817 8. AtIte90x� �$$ 21 FINE JAM8 • • i e.t SASH LATCH • • • • " m . •• ••• • •• 1.382 2050 < moe i 2.8'18 •• • • i • • • is AFL b o 080 2.725 •• • • • • • FLA PES 2.280 • • c" g� n Ll 88 1.937 ••• • • �•• • droving no. —.750— : :.: W11-03 0 VENT BOTTOM RAIZ. 3.1 FRAME SILL FRAME BOldh CHNig . • • VENT BOTTOM CORNER sheet of M i A M I. DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 t:(786}315-2599 NOTICE OF ACCEPTANCE CSA wwrw.miamidade.Qovleeon-pmy O d 069 Tito, vi)rt ,5 ixang issued under the applicable rules and regulations governing the use of construction materials. The doenmentation submitted has been reviewed and accepted by Miami-Dade County RER - Prodre' Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIIJ). 'Chis NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control �ti iou ' „ Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve 0)c rlSiIt to have + is product or material tested for quality assurance purposes. If this product or material 'ate accepted manner,the manufacturer will incur the expense of such testing and the AHD may irrrnediateiy revoke, modify, or suspend the use of such product or material within their jurisdiction. HER;,,serves t�;e right f:,revoke this acceptance,if it is determined by Miami—Dade County Product Control Sce1 tr:tht.t his prvduc i or material fa%ls it)meet the requirements of the applicable building code. 'Iti:, product is afiprored as described herein, and has been designed to comply with the Florida Building Cade, in,-,luding the 1-Iigb Velocit•hurricane Zone.- •*•••. 0000 0000.. so r`d.'.'P 9{117 A!,P• '^::iTMENT:Drawing No.WO-81,titled"Series 805 Alum.Horildi t molling wm. ••••�• i through 7 of 7,dated 09/19/08,with revision E dated 03116115,gr6ep*red by Al F!arooq Col p oration,signed and sealed by Javad Atimad,F.E.,bearing the Miami--Dade CcttjU�roduct000nttrel R.evirion starip with the Notice of Acceptance number and expiration date by the Vj V�_Pade CoUply� 99000. Fr oduct Control flection. 00 00 „•, 0.0.00 MISSILE TMP,kCT RA.IING:WMENAWManamstent 090000 •. ,:,>c�, a:i; shall bear a pzraimionf label with the manufacturers otame•or logepvyp state, r•r c. .t. �t s ar1i {,hewing statement- Miami-D€de County Product Control A�ptpOeQ ,un1e§%9#1erwisa•••0: C-tt'Ls``,'A shall be corrside.-ed after a retici'val application lies been fled and there has been iio t,!-axr e'._ ty,c,applicable building,ct%k ne;ative?y affecting the performance of this product. 1C,it 1'11;'aVIGN of this NOA will occur atter the expiration date or if there has been a revision or change ik: tli;: u.ateiial�, use, andior niauu-1cluve the product or process.Misuse of this NOA as an endorsement tr I Ak.;.,.t. `;>r advertising or any ether purposes shall automatically terminate this NOA. Failure r, olv,with 1 � Lection of this NOA shat(he cause for termination an�J removal of NOA. "tri', ;;s,a"SF.PnaGNT: The NOA number preceded by the wards Miami-Dade County, Florida, and r•ti the (-piri0.0n date may he Displayed in advertising literature_. If any portion of the NOA is dkrinrl d. titer it s}rsll he done int its enfi�ety. fk wpy of this entire NOA stall be provided to the user by the manufacturer or its "IF shill b: available for insp orlon at.lie job site;at the rcqu-st of the Building Official. Tl;^NO" rc.s V,,.q NOS.#13-0107,08and consists of this page 1 and evidence pages E-1,E-2 and 1r3,as well >s anproval .l cm pont mentioned above. 7 e,ul-miv,ed dry--umentation was reviewed by Manuel Perez,P.E. GA&�AM., E COUNTY � , jr� Appr IS �'! a ��l' Page I i T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIMD A. NRAWIN(4S I. Manufacturees die drawings and sections. ('fu b initted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw.(L.M.I.)", she:: ; ttmot.)-7 of'. date09/19/08,w,th revisionE,date) 03/16115,prepared by AI-l�arooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS t. T!Ft n.-ports on: 1.);Jnifn-m Static Air Pressure Test,Loading per FBC TAS 202-94 2)T a:l a Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry`rest,per FBC 2411 3.11 and TAS 202-94 aloyig with marked-ur, drawings and installation.diagrFan of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. TI,-5945,dated 07/31/09,signed and sealed by Julio E.'Gonzalez,P.E. j•a b.mitted under NOA ,'plc. 09-1110.02) ,, 0000 0000. 2. Test reports on; ') Air Infiltration.Test,per FBC,TAS 202-94e , •,,,.• ��•� 2)L'ni:e�rtr�Static Air Pressure.Test, Leading perhk TARS202-94 ,• : ..' 0.00:0 3} W::�ter Resistance Test,per FBC,TAS 202-W- :110 4) Large Vissile Impact Test per F13C2,TAS 21"'-W 0 ;.,,,; 5)Cyclic Wind Pressure Loading.pex FBC,Tta:.3-94 '0000- 0000.' 6)Forced Entry Tast,per FBC 2411 3.2.1,TA94411-94 .... 06;006 J)' ig'tvith marred--ur. drawings and installation diagram of atmWinum kAzontal .000.0 roIIIn window,pren:trad 1.}=Fenestration Testing Laboratory;htv0 7 st Report No. -0 FTI.-5457,dated 01122/Og,signed and sealed by Cai S.Pq d�.'PY. :009:0 0•• ••0 (,VY,fNnitted underY04 1� �. 09-0105.02) '..' : 0110 ;•-•-� 3. 'rest reports on: ' iH�ovn Static Air Pre:Ssure Test, Loading per FBC TA.%202-94 ?}L-V.- ?Oissile Impact Test per IfB+.,TAS 201-94 31 Cyclic Wird Pressure Loading per FBC,TAS 203-94 -;ie i nth marked-n1) -1ra«ings and installation diagram of aluminum horizontal rolling vvindmv,prep iwd by Fenestration Testing La,oratory,Inc.,Test Report No. FTL-5159,dated Ol 1I7/U signed and sealed by-,\4i::hael R. Wenzel,P.E. {SvAA Ynit,erd under,"10A M7. Off►-A.i05.02) t Manuel P.E. t Product Contr miner NOA No.15-M.29 Expiration Date: May 13,2019 Approval Date: August 132015 ti:-] T.M. Windows LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED C. TESTS(CONTINUED) 4. 'fest:reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per F13C,TAS 201-94 3)Cyclic"Wind Pressure Loading per FBC,TAS 203-94 along with mwl:ed-up do wing, and installation diagram of E.ri alurrinum horizontal roiling window(XC)),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTI..-3995,dated 11/13/03,signed and sealed by l-dlmndo Largaespada,P.E. (5trt rva`tcd under NON No. 04-0120.01) s. Tes:reports on: 1)Air Infiltrati-in Test,per FBC,TAS,202-94 2)Uri fibrin Static Air Pressure Tess,Loading per FBC,TAS 202-94 31 Water Rt.sistance Test,per FBC, T,,S 202-94 4` L,v-c Missile impact Test per FBC TAS 201-94 5)Cyclic Wind Pressure Loading per 1-'BC,TAS 203-94 0 Forced Entry Test,per FBC 2411 3.2.1 and TAS 202.-94"". ;tlonc,Nv;1h marked-up duiMngs and installation diagram of a 4glttm}num bQriz•ntal •••.�• rollino window O,():X), rrepared by Fenestration Testing 1,abowlerA Inc.;Tut' ....;. Report No. FTL-:3946-. cl tcd 1'104103,signed and settled by IMtnmdo Largasspada., P.E. .... .... . . (S�nrbrtfflcd under Nl?4 fib- 04-0120.0.X) 00 •••• •••• ••••• .. .. •••• ...... C. CALCI?I,ATIONS •••••• • varif^<.t1(, +t 1nS lrstrlcttiral analyst ,ctrnytt1. nt�n pngVth f�-fti • •••••• 1',j;jjor (?014) and (,f no Prarcial interest dated 03/16/15 and reOwd ontg/07/15, ;....; prep,iieJ by AI-F r�i x t:`.r por<<tion, signed and SUd-ed by Javacl•A.hr6d,1aR:'- • 2. Jiazing complies with AS"I'M E1300-09 D. QUALIT-Y ASSURANCE I. N"Ja!rii-'Wade DepatfimPtrt o f Regulatory ar:d Economia Resources(REF). E. MATEPVJ. jT,,Q;TIFIs',VrTONS I. ZJ-1?cc ;fire Ni,. l4-0916 1 issued to Mira ray America,Inc. for their "SentryGlas@(Clear m.d White)(N:ass Interlayers."dated 06/25/15,expiring on 07/04/19. 2, Ame,'ar.ce No. 14-0423.17 issued to Eastman Chemical Company(MA) fi a ` T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confortnance, complying with FISC-5"' Edition (201.4), and of no fh: racial interest, dated March 26,2015, issued by Al-Farooq Corporation, signed and sealed.by Javad Ahmad,11.I,. 2. L,.Jx ra'.i ry coir pl'en,e lotte_'for Test Report lVo.?+•1!L-5945 isslxed by Fenestration Testing Laboratory, Inc., dated 07131109, signed and staled by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110.02) compliance letter for Test Report No. FTL.5457, issued by Fenestration Tc�..t,rg,l.abora*.ori, Irc.. rJawd 03/13/08, s5.gned and sioaled t Carlos S. Fjonda,P.E. rer{h,^itted uttdcr_?VO4 ;Vo- 09-0165 02.) 4. L:J:)otatery comp) l,,rc- Jctt,Ir for Test Report No. )EiTL-5459, issued by Fenestration Tv" 1 r ahoralory lrc:. :' tte i 02121/08,s;.gned a id.i(!f--+t l bir Mic(rtel R. Wenzel, P.E, �L�•t .hr»+:e rttt�s *.'►' ?•1 �'�.< 09-01,95.02) •0000• 1_ ry com-iliianc. `otter for Test Reports No. ',ffL-?946 eltXTj 1,39:Y,issued •••��• by 1'erte>trntion 'rest'- 1.t horatory, Inc., dated 11/04/03 anti 1U�.�1Q3 res�e��iy81Y, 0000;. I,;;t�. s= t7ed are:eal,A 1;, Helrtittdtt L,atDacspada, l'.)~. 000:0. 0000.. i1n-NIOA /To 644-0120.01► 000000 00 0000 0000 0000 . .0.0. . . 0000.. 0000 00000 G. OTHERS • 10. .4-0107.G8, issued to T.M. 'Vindow4L"for their.Series •••.•• "F05" Aluminutn Fnvz=ental Polling Window-F..IrT.I.,appy-a;ed(4C2/24/14 and 000.% 0000.. e� firing +r.OS/]_3110 • 0 0 0000.. 00 0. . r Manuel PP.E. �,.. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 132015 E-3 3/16"ANN. GLASS 3/16" HEAT STREN'D GLASS ! r ADDL ANCHOR READ. 080"Interlayer 090"Interlayer Fat INSTALLATIONS INTO W000 STRUCTURES OR Fit Soflex Clear And Color Glass Kuroroy SentryGlas THRU WOW BUCKS INTO MASONRY By 'Eastman Chemical Co.' By 'Kuroroy Americo. Inc: 74 MAX. WINDOW WIDTH O 3:311V ANN. GLASS 3/16'HEAT STREN'D GLASS 9 3/8" MAX, _ 6" MAX. F g L FALSE MUNTUIg 4" HEAD HEkD/SILL x_ In SILICONE SILICONE t' SILL CORNERS o 1 GE RGS7700 I� rGE RCS7700 (SURFACE BE USED A 3" Ly Im DOW CORNING 995 z '/ DOW CORNING 995 MAY BE USfD Min n{ca 13 / i! \� n 13 0 5 �, -!I Ir 1 a i , \6/ I I� a 1 fI 7 ..7 z2�WIi1Ne0f AT 1/4 POINTS ON LITES 28 35" ONLYV^lER n+AN28 AT 1/1 POINTS ON LITESW1170. THAN �.j TYPE A TP B i1 1 w Z 111 T 7/1C` OVERALL GLASS 7/18"OVERALL GLASS X1/8"TEMP. GLASS i 41 i jj ii ,i (11 1f ! L__ i 4"AIR SPACE { Lir 3/F6" HEAT STREN'D GLASS --3/i6"ANN. GLASS J 120" ;nterw er \ ^" inter' er A N iWakol S y l ;J. kot S1 S !a Alia..,. IreA, � ^. Al.es -Ain^.' 1 env +_ __Sy Eootmun C`terl{clal O.' _ - —'�-�- j - in" HAT STREN'D GL,2,S ?/t6" ANtd. GL » r-1/S" ANN. G AS5 } ' 1 t i i 5G 7/6 ., 33 1/2" sw � {c5 z L,Iw + S!UCO:tlE SIUCUNE It,,, $!LICONE r9 U.L. UPG. G.L. CPG. ` 4v J= i iii t , i �-GE RGS7700 m ` , GE RGS7J00 m �GE RG57700 U W V i 0U» tA;F:CNG 993 DOW CORNING 995 z_ t OW CORNINC 99` n s I„i N rn ( ( 37 i/2” s 103 W t VENT WIDTH dam m Z' t I \ O M I iF/ ` MI Ii MAMftoNif �zz 1T Q zd d , �,� MAXIMUM SI D&SIGN LOAD RATING - PSF �� ' FOR SIZES SHOWN ABOVE OR SMALLER S rT 7,Jd PO!N? ON UT S 25;P.T lJ4 POINTS ON LITES A` 1,%4 �.;.ViS A+_ tZLS GASS TYPE 'A' GLASS TYPE 'ti' CI ASS TYPE 'C GLASS TYPE 'D' GLASS TYPE'E' f11 J W1.,PR THAN i6" '.'}tli'i WIDER THAN 36° ONLY C✓ ,-i- --_ 1 ..r mature rr. NJ Lnf' L^T.(+) 1NJ-1,-) 1 tXl.�t)-I_iNT.Itki.�il i ar. till nn nr n aan agn _ I I/''., OVERALL GtggS trt2° rn r rSc. 11118° OVERA!_L"ISS LOADS 5Ii0tr< ApUVE Alt. FOR WINDOW VENTS WITH SPRING LOADED ALUMINOM LATCHES, ff ffi IIII GLAZING _QPTi01-JS FOR METALLIC SWEEP LAICHIJ LIMIT MAX. LOADS TO ±80.0 PSF. o 1 alq ••• • • • • • •• NOTE: SERIES 805 ••• • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE �r • • •• • • • • • ggSED ON ASTM F13T?0-49 (3 SFC. GISTS) ALLWNUNI I-OWONTAL-ROLLING_.rL1}�T. • •• • • • • ••• • �I R • • • • • • • • • AND FL6RiDA BUILDING COMMISSION 5' .N v-h.D IAiigGS FJR 7 SE WINDOWS TO l c AS R Tti{S PRODUCT Na; D_EN DESIGNED AND T1130 D WOOOMPW61NITHsTHE• • •• S CH,RTS SHOWia ON SHEETS t & 2. REQUIREVENI`: OF THE tt..ORIDA BUILDING CODE INCLUDING HIGH VELOCITY QECIgh'ATOKY STATEMENT OCA05-DEC-219 HURRICANE ZONE (HVHZ). v c a m a>c w APt' uvAL AFL S CO NGLE UNITS OR SME BY SDE WOOD BUCKS BY OTHERS, MUST BE ANCWREtjj%0PERI4 TO TRVSFER ••• • THESE "NDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. LOADS TO THE STRUCTURE. • • • • • • • • • SHUTTERS ARE NOT REQUIRED. yygg COMCINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER • • • ••�L • �i� • • • i e M"ll-DARE COUNTY APPR'D WINDOWS USING MIAMI-OADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED A3 SHOWN ON Wt:LS•Ae1L:HWtS• • • � e APPROVED MULUONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL %E QEYO"WALL DREGSIMG®R STUCC& • • CML PRODUCT REVISED i �v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • • • • • • FIA.�� 7'592 ascoo'igCodwlthrk°Florida k ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 13tdidii�Coda WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL BDate 1 9 A LOAD DURATION INCREASE IS USED IN D&W QF AMC" J1jTOr0OpNLY.• ALL SHIMS TO BE HIGH IMPACT. NON-META*AfD NOtC:jFrESVLE.s � MI�1 drawing no. MATERIALS INCLUDING BUT NOT L.UND Z EL.ZIdET�-OSCFM WTh�T E. • . AAPZOiS W08-81 COME INTO CONTACT WITH! OTHER DISSIMiIAR•gk ; •• •• REQUIREMENTS OF THE FLORIDA BWMG CODE. sheet t of 7 ADDL.ANCHOR REOD. FOR N•TSTALEATIONS INTO WOOD STRUCTliREs OR ADDL. ANCHOR READ. THRU W000 BUCKS INTO h/ASONRY FOR INSTALLATIONS INTO 111' MAX. __._.......�.__.._ WOOD STRUCTURES OR �gg x 3, — WINOOW WIDTH THRU W000 BUCKS tNTO MASONRY Ill*MAX. 8' 101/4" WINDOW WIDTH A HEAD\SILL 9 MAX. ALSE MUN INS 4 7/8' 3" _6" MAX. � C FALSE !`.'JGPt;S •,.:1" AX. i 5" MAX. \ _ SURFACE e:'F.,ti'' a ti AT F.X. L'': 7' -"7`^--_ — (SURtACE APPLIED) q. ` F'AS(. ITEM/SILL 0 u BE :;crn �3_ HFAD\SILL 1 HEAD/SILL MAY EE USED\ \MAS'G_ � } /3, HFAA :'ORNERS 7 T JEPJT CO:2t.ER5 `_- LI o°t It r..�. II p ' !�- it' A A z i 1 ` I 1.'� _..... •';-D.�_ -,.__._-i1 - 1, I i ii --;C- I ` '�; Iii' t i 'i b.. ,• ` -�_ 'i p -_-Al LL m I I 11 - i/ ,t / t t ICs 7 i •cl t I I' I I r a.;j , 2L+ J . J li 4j � it mi 1 ,I fi ___ _....._Ii _ p I is i it { if i, t___ _171 -7!--- I" Hn I _�__._ t it I• t i t�pIII -- 1 it i II { - ;C 1 v 1 2a50. mzR ( ff '' � j 4 �. 32 +/8' q 33 1/2" i 32 7/8" ! I �m 4 --V 8.• I��----. 50 - - " -- a w - - 4 7{ Z O.L. OPO. I V I -pPG. D.L. OPO. 1 1 ' u.L. 0?G. j D.L. OPG. D.L. OPG. W 1 u I I I 37 5/8 37 5/8" (t `n o } ----29 1/4" �f 29 1/4� I U O 1OO[ 1 I t N VENT WIDTH VENT Wmi-i Vc�tT WIDTH VENT WIDTH I Zn. �? Q � _ Z Q A ... ---- -- - _ TYPICAL E�YAT�1V$ ---Xtly rr7Fc �3,i '. 1 ! 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GUSTS) ASD 6N NNUAISSION was-81 •••DECLARATORY S74k MENT DM05-DEC-219 7 2015 ane•f�;� TYPICAL ANCHORS TYPICAL MiCHORS 1sy FORS ANG METAL S�SPpAWNO WOOD BUCK �,. STRUCTURE F�_-____--__-"____�,t J4 < a;� .a EDGE 015'.' MIAMI-DARE C'+LINTY MFROYED I I °r n " "•a n• a #10 X 3/8" PH SMS n �. j1 MULLION & MuLUON ANCHORS 11 J a d 4 nn .� ,� s c--. o E y I n t Z e :.'�� = n PER CLIP N I1 SEE SEPARATE N_A I1 t jI_ �, a E DIST. N I EDGE I I F t 013T._ I t EDGE DIS-. j I d L21 fir M nJfs _!I JA— :, um �� " � I !+xn- ( � t1III1 tlMr1! O g1w ! j u �I I I � • 1r1-CA--ANCHORS t F =J rA 1 '' I 1 -.___-._.. + %Ntlrvti u,aL c:t.Ir i irPtt;nl AN%Huiia c••R SPkON0 "r^$• `Y t j : S C 1 IEt)�llfI� Iii FOR SPACING W yj yC� WGvD BUCKS ANU MEf'AL STRUCTURE NO? bs TM WINDOWS iMUST +rv;T;,`r3 LOADS IMPOSED BY G;AZWC SYSTEM c_. D iANU IRANSFER ThtM TU THE BUILDING STRUCTURE. to i1 II d t J' o �T_-A L4N T*. 4YFTCAT• ANfITORS: SFE Et€v. FOR SPA:Li!4, M1 RA t ND N t ,T +r'.t f".!1NNFCT:1�'IE 'i NI'll' I t A&` DIA. ULTPACO-I RY 'ELCO' (Fu=177 KSI, Fymt55 KS+) I I v I ! t 111 i f Cr! FCR,I-I �. 1 v r.o .r; o.IC?{,xg m ' 13 _ ':K`_ 'OD ST ; ii WH'EYIi�IF`i: I /2" MIN. i'EfdCTT'AT'OPd :N10 WOOD (HEAD/.,ILL/JA6,6..) �1, �iUfl I I vi; 1 i 4 X 1/4' vi PH•.ILtS WITH PLAS'ttC CP.F LE THRU 10Y BUCKS, INTO CONC. OR MASONRY ��{I� 1 =I AT -i ;/u R. E.WH END AND 1141DSPAN 1-:/4" MIN. Err+BED'INTO CONCRETE (HEAT.lSH-L) l 03M 1 ! i 1-1j4" X i/4" '+C=PHOLCS 1 i/4" ML EM6CD iMTC CONC. OR MASONRY ;IAMBS) w i �{ ► ►"!f'l I� .1► t! ! AT c CA " ENE, ANT) AT itiEJcDAM � �= nor, ' s C REC?LY INTO CONC. CR MAStNRY Z Q I II W3 = 2" LONG WEEP NOTCH AT EACH END O I I +I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) z ( W4 1" LONG WEEP NG(CH AT 32" FROM EACH END ! + II I 1 1-1/4" MIN. EMBED UlTO CONC. OR MASONRY (JAMBS) MC 5� TEKG 51!t2K;LL+Nis SCREWS H'( `ISW' (cPaDE 5 CRS) d ! ! INTO METAL STRUCTIIREC STEEL : 1/8" Tri K. MIN. (Fy - 3G K-,! VIN ALUM1i'A)M . ;B` THK N, (6063-7` M1N. ''`'" 1 E rl t t (( 11 t t2"tJN `SiELL IN CON[ACT 01H :-U,.'INUM TO 8L I'LAILU UK FAIN �j { SILL CUP ADAPTER 1 I ��II�I I i t 1f�,}t ivi e I r F 414_JM{� UK >tL4' 0)t!-u&-z Jk;RE:w (k;K-ut [ �NJJ I CI�IOISI`�tc t II + I�N ! /IFI (..A 1 i 7 I f I :NII . ,J f,0 MU f NS (i 1.AI TH 1/8') Ful Tlt.l~I { " „v,v ..t ASAI 3ADL w.. C':ED LL.O. �,., mis r r / 1 f �:U SHIM sPACL) a 2 w iI l! `%� �Vl 1 1 •• ••• • • • • • •• TYPICAL EDGE DISTANCE • � w328 �� • ••• • • • • • INTO CONCRETE AND MASONRY a 2--1/2'" MIN. • ;N 0 WOOD SRU G • •• • • • • ••• • T I r �� u'L �. ) • • • • • • • CTCRE = 2 MIN. g) Wa iG 1 • d •• ••• • • • •• INTO METAL STRUCTURE = 3/4" MIN. g o g o H m m �� WOOL) AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ,• 0 a m v o W _ CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. l --� — • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fro - 2000 PSI MIN. n. • • • • • •• • • • >ngr.JAYAD AHMAD PRODUCT R1; dFVS36D 9 4� a •� • • • • • • • • • CML ODUCT r �+ n• ^^^"•""'•� I •`•._ • • • • • IA P 70582 a9 cmnplyiag with the FMoMo :..s' ;o:: d:. .•o::d¢ a °' .4 TYPICAL ANCHORS :.:p' o \ a a• .. 6CA 38 A--- 2 ?.. e FOR SPACING n. , , v I 7 a �eacHOR; i i •i• i i By drawing no. a prR Wt ESE Dist • 0 0•: 0 0 • !'R 0 7 201 v 1+VQ8--$1 .. .. . . .. .. i EDGE 0151•. ••• • • • ••• • • ehe•t 3of7 v 1j4'SHIM O 12 Q (��+• MAX. _ —_— VENT WIDTH 'Y co co is 25 1/4• MAX. z ti METAL 1 SHIMS TYPICAL ANCHORS STRUCTUyE� 24 i TS 8 V / FOR SPACING a 1 _ _ // s . {{ �rro} fIr r'kGt- � � I J f•A I I i 1 !� �. _� f�'W ^�ur_•t� 1 Lu --Rrat ' 11 wr t 1III 1 f 7 f E .0—i !ti �!" 0 •.w T ,. ,i.'-" -r.,� OPT. a ;I i-r-. !r_ 1 is ri- I .�J�t Vii: r .i�- i t ,•1 M�.. n� wI 11 y n w'•Z 'T 1 TYPICAL.vANrF40RS ` yl �`J i'6j I 2(4 �lI Il rn -J ! 0 µ q sPActt�c RXTF,R 10R WINDOW WIDTH XO LAlOUT g m OX OPPOSITE �!vu gel v..A ry ' III )-Y W 'il NIt;k / it f1 i} , '_ T(Plydr d+.l^H- r II�G it r 7�---) f ...c tom.. �", _ EL i _ V f 1 i --- --— --- FOR SPAT IN0 o w a r - ,I, I —RL--- �, -- - _ ` [�1i t v - ,`II Xi� i •�� lIil� Tb --S 4 Ec_e1s r, f _ I't 1I�(( IAN -----1SCREENS UPT---J q-c t- r =iI �nfp I i cc1 11, , C TYPICAL ANCHORS SFr EtF'J- EYTE�;IO1: 1 auc�s i c li 1ol5iwiala;• "r:DTH t 1 �� XOX LAYOUT •• ••• • • • • a o b id o o a • • • • • • �'1G-CHORs i • • •• • • E LE FOR SPACING 1�n APPR,O A4lJ��.? ••.,• • • • • • SL.L SES SePAWhC�i•�a • • /• • •• a o g H v j j- 1'--- i — yr r�+ WITH'f -ld� -- I I • ••• ' �i • ;�i i ....—___ SIRING LOADED LXrCHES � `----_—� I •• •• • `s•i .0.01 1 1• • • • -- - Engr:JAYAD AHMAD MoDuC'P RMSED °' u - •• • r 1 - FLA.PEAqLy 70592 as complying with the Florida N 1 11 II C SS$S B 1d1w*=cIMIS p �p p- 11I 1 AcctPtance No��' •2DOWj 1 S $ g - • -� i -----SCREENS OPT. • -� • �' { drawing no. • 00/iR 0 7 2015 W08-81 YAM NADTH • • WINAW WIDTH •y sheet 4 � 7 1 SHIM vE<vr WIDTH 1$ 1f4. MAX. METAL Z --- SHIMS TYPICAL ANCHORS Z / SEE ELEV. ^— FOR SPACING �. . . i I C-� I --- ------^� -�� 24 ,5 ! / l i - - J /t�1 I o STRUCTURE _ Ill . ` fill u Ir p 7 1 � ► f � ,Y I-. Y > ♦ t - �i i1T - —> _ - d I} f,I� �.3f cl Q ®QQI I II(�.�.—n IAf. L- - _ - ] I �7 ' NSD EI c TYPICA!ANCHORS ' f 1 is � I \ E Z m= I• SCE`..� +>I a Il r'R SPZ,. :3 I - EXTER101-Z �2 rII I _ WINDOW WID'rH —_ J XO LAYOUT OX OPPOSITE �n ct VtNi tVn;�'f rf -' '.�cir7 ndltii t MAX. litf{ u�r, I t I rr fl fr >: jl F { y LL I I qr+r� atje^eter �+��Z(Ji. I c ��. ;:_ � I ��r---_ � i I— Ir �---„•—f�I _ i �----IT --{'R1 ----- -�j��-11}'`��tt}'j ��` `�� I� it IA1 .F ME { 1 j . tl t d --_ �_--- vaT. ; P - 1 j l l( - — - _ `(' t l l l j 1 ---� ' scReF�s cP --- �j l SzE ra rE �I J'I SPACING^ t � u TYPICAL ANCHOPS j (tI «f FtFv- EXTERIOR FUR SPACING r...L_ lI,ole�� l`�"I� p I� w+v H vraTH . c Z) J XOX LAYOUT •• ••• • • -• • ----�—-- — - ° a • • • • • • CHORS FOR S • • •• • • S�E�EV, SPACING UTAAiI-A�1AOF C&1�1R!�d�T`• • • • •• • sE��9EPaR1ti�Rv� • • •^••` U __ I f v Eiv"i S tt ITH I� o 0 0 —• ••• ;;4:6. SWEEP LATCHES i• • • • Engr.JAl'AO AHMAD PRODUCFRFVISKD - .n g •• • M •!1 FIA.P �t 70592 cwVlyio$with do Fie" $$ � AcCephom No f 1 111{ womy iSCREENS OPT. drawing rw. • •• •• 4�R14a' •• APR X111$ WU.ow M TH • • WM ou mm sheet $ of 7 Dew mtd SCIS Home 1 Log In § User Registration i Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff SCIS Site Map i Unks Search Bunsnees ProI # Product Approval c. USER:Public User Regulation t!! Product Anorovai Menu>Product or Anolication Search>Application List>Application Detail Mon Type Code Version Application Status Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach,FL 33021 (305)888-0077 jo4Z_sixto@usalum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email •••• Category Windows 0 0 0000•• •00000 Subcategory Fixed •••• i •• • •• 0000•• • •• •0000• • Compliance Method Evaluation Report from a Florida Registered Aftfi Ict or a Uceltsed Florid$ • 0000• Professional Engineer •••••• •0000• • • Evaluation Report-Hardcopy Received •••• 0000 ••••• • • 0000•• 0000 0000• Florida Engineer or Architect Name who developed Frank Bennardo •• •• •••• ••••;• the Evaluation Report •••••• • • • • • • 0000•• Florida License PE-0046549 •00000 Quality Assurance Entity National Accreditation&Management Instlute.•. • • • 0000•• Quality Assurance Contract Expiration Date 12/31/2019 �• • •0000 0 • Validated By Keith E.Lorinos,PE •• • Validation Checklist-Hardcopy Received Certificate of Independence FL15920 R1 COT Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description Series"300"Aluminum Fixed Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122" Window Limits of Use Installation Instructions Approved for use in HVH _ FLIS920 91 II_Dwg.pddf Approved for use HV V Verified By: Frank Bennardo P.E.46549 Impact Resistant. Created by Independent Third Party:Yes Design Pressure:+ Evaluation Reports Other. FL15920 Rl_A -Eval.odf Created by Independent Third Party:Yes ENGINEERING EXPRESS A FRANK L. BENNARDO, P.E.. INC. INNOVATION 4/27/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 300 Aluminum Fixed Window (Large & Small Missile Impact Resistant) Project#15-2370 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributopnobed above and does not have any financial interest in any other entity involved in ibr aVproy�Tproce'ss W the above-noted product(s). ***:so : •..• ....:. ��tii419i�4..r...• 000000wNK ••...• •• . f Respectfully ` ..°•.,°�i : • • ...... O V v 04 b Frank L. Bennardo, P.E. ®•. �lpq .•'° Frank L. Bennardv P.E. Ono,d j ENGI N FL PE 0046549 Cert of Auth #9885 160 SW 12TH AVENUE * 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ■ TM WINDOW.s&lDOOR . �.. SERIES 300 ALUMINUM PfXED WINDOW �� :Y � t�OM.Y LARGE AND SMALL MISSILE IMPACT RESISTANT ■ TM . . . . . . . •• • o _ . . . . . . . . • - •• . . ... . -•4,, iNoows • ��gg • `6 •• • • • • ••• •• •� N ,g • • • • • • • • • Iz 99miz WWAQAQii 8 GENERAL NOTES 4a 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-04 STANDARDS. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINE]IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE Q OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONSSTATED HEREIN. ii..77�I 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 0 ? ^� FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN COWUNCIION WITH THIS Z Fj DOCUMENT. Q r+ ZS 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND K SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. $ 4 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER C SEPARATE CERTIFICATION. 0 C 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. B. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED H WITH SILICONE. 3 B 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A F MINIMUM TENSILE YIELD STRENGTH OF 60 KSI, rn 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.O.A.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.OA.# 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. a1 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ¢ , ADDRESSED ON A SITE SPECIFIC BASIS,NOT BY TM WINDOW&DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at at.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL.CODES&FROM DEVIATIONS OF THIS PLAN. IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. a RB E7pm 15-2370 mum Oi COMSHRET FL #15920.1 �� • • ••• • • • ••• ��, .P.E. NNORS NO SHAPE MAY EXCEEUC-4119 aF T&-TE4 R"Wl:RA1�5CRIBED AROUND Iz'P TYPEEAA &&&C .�� . G• '•, O POSSIBLE ARCHITECTURAL SHAPES: SHAPE6�MAx ANCHORS 2-3"MAX M 4 • • •• • • ••• JOINT WELD �s ANY CORNORER POINTS TYP. y A/ (MAY VARY) ,ir I • • • • • �� SURFACE APPLIED :, F FAM MUNTINS OPTIONAL •• • •• • I'( 1I; '� Z 5012 UE SIDED TRIANGLE HALF-CIRCLE EYEBROW o ° • ••• • � • Gol TRAPEZOID D •• • • • • • ••• •• L �"_- SFFEE-- OW 100 HALF ELLIPTICAL HALF EYEBROW TRAPEZOID ____ _ -'L---- EXTENDED FULL PENTAGON ELLIPSE ---:----'L---- 0 �+ — s 0 / ® // �I 082 $ k a }- D.L.O.WIDTH Z }---FRAME WIDTH-----{{ QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION Jr/ ` OCTAGON HALF ARCH OVAL D LO WIDTH-WINDOW WIDTH-C DIO.LENGTH a WINDOW LENGTH-e ' ELIPTICAL FL #15920.1 HALF FAN /77:\ EQUALLEG HEXAGON TRIANGLE x aaPr•mrt F' l % ' 15-2370 ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL Ol SHEET SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. Nom;{ } X --} COVER HOTDOG WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. /� EXISTING HOST s•• • ••• ••• ••• ••• •••• EDGE DIST •• • STRUCTURE METAL STRUCTURES(STEEL OR • • • • • • • • • • ..'•.�.., ''. ALUM.1/8"MIN.THICK) • • • ••• • • • �� + STEEL:Fye 36 KSI MIN. CLgRS PERNNQIOR i •i• 26Y WOOD BUCK ALUMINUM:6063-75 MIN. •kmeLE!SELS T"TCAL SEE MULLION APPROVALS FOR = /' EDG D m ELEVATION FOR SPACING MULLION TYPE AND SIZE. S PLY i u S E E DIST EDGE DIST 1x OR 2x WOOD • • • • •• BUCK(OPTIONAL). • • • • ��! •t. NOT BY T.M. • • • ii Q �q 1 4 1/4'MAX SHIM 1 14 J�L•MAX%Vf?4 • 14 1/4-MAX SHIM 1 4 1/4'MAX SHIM ''i��b •"` ` �� ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL 4 ANCHORS PER 4 ANCHORS PER O (g a 4 ELEVATION O • • • •• ••• •• m ANCHOR SCHEDULE. ANCHOR SCHEDULE. SHEET 2/8 FOR • • • • • • • • • SEE TYPICAL 3 SPACING • 000 • • • • •• • SEE TICAL ELEVATION ON g 13 • • • • • •• • • ELEVATION ON SHEET 2/8 FOR • • • • • • • • • ( FOR SPACING N W 7 •• • • • • • ••• •• SPACING c tu 'aOPTIONAL g SURFS a APPLIED MUNTINS JVJ .i J d $g 1 z TYPICAL ANCHORS: ANCHOR CHARFOR FLEV�ORSPACI G&ON PAGE 2/8 aQUANTI Y O p rs WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q x 'TRANSFER THEM TO THE WILDING STRUCTURE. w O O C, 3 J TYPE'A'-1/4"DIA.ULTRACON BY'ELCO'(FU=177 KSI, Z R° G FY=155 KSI) THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT FILLED BLOCK(ASTM C90) O $ 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK. Z �c 0 TYPE'S'-1/4"DIA.ULTRACON BY'ELOO'(FU-177 KSI, F"I 8 FY-155 KSI) F INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ANCHORS PER ANCHOR 1-1/2.2MIN.PENETRATION INTO WOOD BED OF SCHEDULE.SEE TYPICAL 6 SEALANT ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 D 2 4 FOR SPACING MIN)(Fu-120 KSI,Fy-90 KSI) 1 INTO METAL STRUCTURES(5 PINCHES PASS THE THREAD PLANE MIN.)STEEL:W THK.MIN. 14 1/4"MAX SHIM (FY-36 KSI MIN) 1 Sx OR 2x WOOD BUCK ALUMINUM:1/8-THK.MIN.(6063-TS MIN) O {OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK-2-1/2'MIN. INTO WOOD STRUCTURE=1'MIN. E INTO METAL STRUCTURE=3/4'MIN. OlfPtiriEREOPXB� EXISTING HOST 15-2370 STRUCTURE Ol COVM sHW 1 TYPICAL SECIZON FL #15920.1 • "' 3 6'=1'-0' VERT SECT -�1 • ••• • • ••• �� DO,A.E. METAL STRUCTURES(STEEL OR ••• •• • • • ••• •• • al E ��''�•, ALUM.1/W MIN.THICK) • • • • • • • • • • �� ",,, V •.�Y STEEL:FYa iBY OR 2BY• 1/41#MAX6MMi•i i i i 1/4"MAX SHIM ix OR 2x WOOD ANCH ALUMINUM:6063-75 MIN. WOOD BUCIK 000 • • • INTR UQ4• BUCK(OPTIONAL) 1/4°MAX SHIM i 8 4 BED 4 8 Q 8 4 •• • D OF Cg�EDkIP •p• LZI S i ANCHOR •• • i4 • ••. : • • 14 ANCHORS PER ANCHOR SEE TYPiCILL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET ELEVATION ON SHEET 2/8 u ANCHORS PER ANCHOR 14 2/8 FOR SPACING o FOR SPACING rrn� Q SCHEDULE.SEE TYPICAL • • S tu • •• 6 �:/ m W ELEVATION ON MEET 2/8 • • 2 W ro FOR SPACING — • l•� • HOST i • • t• i •• ^'ERIOR g STRUCTURE in •4 • • • • •��0•• 1 0� --FRAME WIDTH— C 1 a FRAME WIDTH V .+ 2 TYPICAL SECTION lll- 4 6"=1'-0° HORIZ SECT O SCHEDULE "A" FOR SQUgM-RWTMMEOPTIONS-OTHM SHAM NMLW=T0s70 Pd(MPA(E2) MSM LOAD CAPACITY (Am Q d e 11 FRUS FRAw GLASSTmml GLASSTmm mASSTmm3 GL4w Tymm4 YP Tw rfPEMS GL4WrMEIGI ' TYPEIG2 G.FQ a 9 25 V r 70 70 ........70 70 80 80 8o w w 8o w 130 70 70 So 00 Q _ — 2V 3r ,0 70 ,o m w T w w w 80 w ... w 130 70 70 w w _ .. s3 ur 70 70 70 70 w i w w w so w w 130 70 70 eo,,,.. eo i4 n 70 70 so so 40 so so so 80 130 70 10811 _ , _ 80 80 co so 80 130 _1111w 80 80 80 80 80 130 O v 2811? 70 70 70 70 ww 8o Be w w 80 130 70 70 w w 0 ap x _.....37'..... 70 70 70_. .70 8o 80 w w _80._ w w 70 70 so ...so Z 989/8" 03 IN •_..._ 70 7a 80 80 +80- 80 so 80 so 130 ___._.- so so 1�1 «8ri 7a• - - 70 70 80._. 80 w w w .......so...... 130 - w w .: 1081!4" - - _ _- - - w Bo 80._.... w w 130 1111/4• - w w ._BU w w 190 - TE _ 251/C 70 70 _70 70 8o so 8o 80 Bo 8o 80 190 70 70 80 so 37• 70 70 70 70 80 w w w so w w... 9w 70 70..-... �80.. 80 NOTE: Y X H0 aw aT� _ so so so 8D isle WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED toe tA1• so 90 Bo Bo HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114• Bo w w Bo yy 117 70 70 70 70 w 80 8o 8o w w w 130 70 70 w so i§q _.._ .__. ......._.' iOi C 3r .__ ...-70 70 70 70 w 80..._. 8o soe0 8o w w .._-130_.. 70 70 80 6r 63 iff _0 8070 70 70 70 EXAMPLE: . 1081/4" 70 70 70 TO A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 1111m - 70 70 70 70 OF 533/x°HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR 70 70 70 so w w w 1w 70 70 so 80 w _._.._ -- 3r 70 70 70 70 w 80 ..._ w w 130 70 70 w w GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 6311r =-' _ _. --" so so so 80_ ALLOWABLE FRAME HEIGHT OF 53%'AND AN ALLOWABLE FRAME 7a W —- 74• -_ - - 70 70 70 ?D - - WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE los 114' DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE IN 111i/4• e1Pt 2677 70 70 70 70 so_ 80 w 80 w eo e0 i13070 70 w w SCHEDULE"A." sr 70 _.70 70 70 so so e0 w so w so I Bo a 1S-2370 E9118'...... —'- w w w so 77 iw7a• - - - - _ - 7o m 70 70 - - WAM ws 101 106 u4• CaM SHM 111114" - - - - _-- - - - FL *15920.1 Al f -.:-:.. -; .:-. <: .: .. , -: .- ..- . -.. .,❑ - <: - . u�. -�i'R't°Si'�7r'm'3.i'�'7 67.xS1'm"T^'�''7 °U'f •i •> O D O O D r'�r"3•'i:�r'�:?'1:i�7'"�'Ti'r".'�^Ir'R'3i^'-�^7'"fR'3.i:'�'7"��"Tii'�"1!�R"T.i'�"� 1 �1��[T�� 0 ©� \. }�` SFNWIM� a00000r�o 0o moo aamoc� omm� so oo�0000��o��at9 wars O�A0�0� as■vo I'!',, 1: om00000 0o m��a��scs acs sa oc��a■ saws m000�E�■0000t�o■maF��t�ru.,a� �� saa�i �oc�c��isss s '�: '� � s�omi000000c�c�m�t� rt 0000c�■c�ca■c�c�o ��m �ersas�s�v�■v oasis '�� ^� 00 �■�■oo■at�o■�� Vaasa oor�ac�■mca�ssoo - ��m�imo■c�r�000 o asset o o■� ads 1 = c�■oo■c>tr ovo m�Emc�n c�■■as�Bra lmm c� l Arzo 1 moEraom■oo■00000�:a �;:�aaas o■�csoc�c>.ca� asos - ��o�0000©MIANO muss oos o c�m■aso - _ m 00000 0� rc�as■�'�s soo sasas 0 0 0000 00 �:sarias s a� rias ms■�io�ca■o■�� o ��rc ��aaassa� sEETWssiasss _ . - mas�°ais■asma �asas�■ss s �o 0MIN aA�sso ooc� asos s�s oc�■r�m■■�}i s�iasasa clog oaois OW©a� � oo■ m�s Is oa sa comas a■i EN c�■aoomss�i v oaaMii MMr NH I as�ss _ �vovvovo��ov ©asas�s ass psi■ un"m NO offmoNmffm i © as soo asss s s'■ mhoo■am■�s assisss�isoov�i�ss�■ si�se oM �o sas sas • _ sas � o■o ar�is s�s �s ©o m■os oasas�s ©oo s�isas as a■�■�MM KS �rias o sorsa a ■sno■�siro��c>,o '' sa asas�soc� asasas�i oa 'v■aa"' 'roc" �sa _ - - MEM "� v vv vo■� o0 o�■�i o�■as�c��-��iiaaaa 0 o"mHo "o■o a a oocs sass aoovovm� a a sawoc�oos�isas� asomaov�� m■aso as as A��Aasa as sa oo■ sa as a� oo �ss� � �a asaa�so■v��ssa��s � i -- MINo iis�s s�a�i�iaaas ov ��g■� �� s�iom■� s ■�■i a aa� �ag� ■asp as -{ ` _ ��i�■s�is�� sasi�s �s sa �� a as '' ��o� vo�ovo ��om c�a■'� gi v ea oor ',��' ■� � mss saso�sasas s�s v sa s ash sassgg��sos s s ami �o■s��sis a�i■ ��sa�i�ias ovas�iisas �: ��-'{ sss�iMoMossissss� os■�issa� ��a:s■aso�iAT oc�v�v��m M � M'�■ � ossase��o ss�ss � �1�� v oo � o m�iss�ssvo �saaise00�� rsso Es MOas0000©��i '�i OEM Y a�mss■a�vvom� �� IME soa�ras�s so■v M M s a��o■s siva osis �al�s0o00vi7�00a000 o sus o■o rias _- ©s�r�sasesovsasass eaaaos�avova alas � 1 oosasasassva�iiosas E-.,,�,,-� oosasososasss�sas . - - ass�ssasasoosissasas m�sssisasssovsa�i ssas G � J GLASS*. YPES.: : . . OW BUTACITE PYB 090 BUTAMMM PVB• ••• • • • • • dg0 BUTACITE PIR 090 SGP INTERLAYER �` INTERLAYER INTERLAYER INTERLAYER Ye'ANN. ANN )•ANN. -e ANN Ya'H.S. Ya H.S. iia H.S. 3'is'H.S. • • • �** •• SEALANT ' SEALANT Ye' • • • • SBpLAiYT x/ • SEALANT Ye" DEPTH MIN.OW.) DEPTH MIN.(fYP.)I � 0 �TN Q.N..YR:•• • ••• DEPTH MIN.(TYP.) '^ 14 SETTING BLOCK �j SETTING BLOCK • • SETTING BL�1t SETTING BLOCK w AT Ya POINTS �4 AT POINTS AT Ya POINTS AT POINTS m _ o M 4 WW fill .090 BUTACITE PVB "ANN. .090 BUTAAA . a INTERLAYER IN 3y'ANN. �/is AIR SPACE IR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER •+ ci frm Ya°ANN. H.S. Ya'H.S. %'H.S. Ys TEMP Ye'TEMP J SEALANT Ys° SEALANT Ya SEALANT Ya'1 SEALANT g$� DEPTH MIN.(TYP.) DEPTH MIN.(1YP.) DEPTH MIN.(1YP.)IA DEPTH MIN.(TYSETTING BLOCK SETTING BLOCK + SETTING BLOCK SETTING BAT Ya POINTS AT Ya POINTSAT Ya POINTSo GATYa PG -- , 3 �� O$g � c MATERIAL SCHEDULE 0 L ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS g 1 NMI 0.083"SILL/JAW/HEADER EXTRUSION 8063-TB Ti 2 TM-326 1/8'GLASS STOP FOR 1'OLASS 6083-T6 }j 3 TM-327 1/8"GLASS STOW FOR 9/18'GLASS 6063-T8 (C 4 - 0.030'SNAP COVER BO"-T6 B 33 5 - 0.370'HIGH D VINYLS RULE AND 0.187"T-SLOT TPE POLYPROPYLENE FOR 8/16"GLASS ULTRAFAB 6 32001 VINYL BUL9- 0.175'0 INSULATED GLASS GLAZING READ AMESSIM . 7 32011 VINYL RUL8- 0.270"0 7/16 AND 9/18 GLASS GLAZING READ AMES9URY $ - (2)/8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE DR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY p g _ SEAM SEALER ACRYLIC SCHNEE-MOREHEAD ONLY APPROVED FOR LARGE MISSILE IMPACT 11 - SETTING BLOCK I-LONG AT 1/4 POINTS HKIN DENIM RUBBER 0 - OPTIONAL SURFACE APPLIED MUNTINS 8083-TB , - RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMUM ADHESIVE BY MOMENTLVE PERFORMANCE MATERIALS 15-2370 - ALUMINUM'U"CHANNEL 2"LONG AT EVERY ANCHOR LOCATION(TYP.) 5082 H32 ALUMWBIM 01 1 - s/te"7a EDGE GLASS SPACER IsrAMLESS STEEL ALL METAL. lbVERSHEET 1 - 7/18'XL EDGE(LASS SPACER I STAINLESS STEEL ALL METAL _- PRIMARY SEA ps FL #15920.1 SEG SEA0 BENNANim.P.6 1.289 • • • • • • • • • • ,��` ,, ,,�• • • • ••• • • • 0,129 • • ••• • • • • ••• 0.570 a33r 0.080 ; • • • • • • 0.031 0. * ��ypp •' • • • • • • • •• • S'1 EXPOSED • i •• • • i i•• • • i• ��i �F:. SURFACES d • • • • • • •ph 0.056- 00 .05()•0 0.095 W 3g 3 � •• • • • • • • •• '0.050 $ (F� ITo N a � � rCeE` 1 3.033- 1.269— F .033 1.269 O O z a+ SURRFFAECDES, 0.202 ' v 0 � Pn N ,ten o �1.139-IND � 6.185 a NOTE: 3.033 �0.813� S3 1 PART X14 IS NOT REQUIRED 1.000 WHEN USING THIS EXTRUSION gg g 0.420 0.270 O M0 000 0.125 ----- --� .025 17 O O II !! c 00 o Od�O 12 I 1A 0.070 .f 0.030 0.0240.022*0.022$ , —j- 0,090 15-2370 7 wNslawiof 0.080 0.080 "181 .1 NOTE: COVER SHEET EXTRUSIONS NOT TO SCALE. FL *15920.1 �� • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • FRAMES OF NON : •• i •i ••• Ilk.RECTANGULAR 4JESMALL a BE WELDED TO�E%fN : : •• • • I��iO�l� •��, LIEU OF SCREW SOLING•• • • ••• • �tiii ASSEMBLY(TYP.). • ••• • • • • •• • .N.� NN • • • • • • • • • C 1 ,� ��•�o •• • • • • • ••• •• SSL^ �J Al 0 W a U " .� z o $� o SEAM SEAL MAY HAVE TO BE Z m REAPPLIED IN THE FIELD H BEFORE INSTALLATION OF Ole WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL x n Nil . 1S-2370 FL #15920.1 mmm NO 000VERSHM ' *8x V GRADE 2 SMSno (FOR 900 CORNERS ONLY) O JWP . E . R .T. ENGINEERING EXPRESS R13DUCT EVALUATION REPORT ENGiNEE:RING EXPRESSO EXPERT PRODUCT EVALUATION REFORT 4/27/2015 Application Number: FL#15920.1-R1 EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name & Description: Series 300 Aluminum Fixed Window Large& Small Missile Impact Resistant -ope of Evaluation: This Product Evaluation Report is being issued in accordance with the requiremwtSof the Nelda :• Department of Business and Professional Regulation (Florida Building Comm issidAl Mule Ghe,�ter 61 G2U• 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted abpve �s been bested and/or evaluated as summarized herein to show compliance with the Florida Buil.di Pode.F Editibh (2014) and is, for the purpose intended, at least equivalent to that required by thet!0de. Rell ttluatichuo. this product shall be required following pertinent Florida Building Code modificatigpyp+r revigfps ...... ►bsta/` dating Data. : :0006: 6. .... '..• : • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 &203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Raise. .,Ei Valid for analysis to qualify the following design criteria: Page W'• 2 1. Anchor Spacing F+ 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 1` Bm--- 4. Glass Capacityer 5. Anchor Capacity 441�OAC.A. ° 160 SW 12TH AVENUE * 106 DEERFIELD BEACH,, FL 33 PHONE: 954-354-0660 FAX : 954-354-0443 WWW.ENGEXP.COM ENGINEERING E. PPESS 4/27/2015 TM Window, LLC. --Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA# 11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) !pact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. ind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document(i.e. engineering drawing). stallation ••••., . . .... ...... Each product listed above shall be installed in strict compliance with its respectiv�Prrdduct�aielation •; . Document(i.e. engineering drawing), along with all components noted therein. ...... .. ......*••:•• Each product component shall be of the material specified in that product's respa t%ProdAtdr&aluation •••• •••• ••••• Document(i.e. engineering drawing). ...... .... • • ..... .. .. .... ...... ►»Mations & Conditions of Use: ' : ....:. Use of each product shall be in strict accordance with its respective Product EvAaA Do0�aa�tev t OX"! engineering drawing) as noted herein. •• • All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE * 106 DEERFIELD BEACH, FL 33442 PHONE : 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM air f�x rlkxdd Departrentl SOS Home Log In User Registration 's Hot Topics Submit Surcharge i Stats&Facts Publications FBC Stag BCIS Site Map p Links Search I BU sines Professi a� Product Approval .7 USER:Public User Regulation �4!!!!Vl l'1dV!l11114IIl11!Ifl IIIllll Product Approval Menu>Product or Application Search>Application List>Application Detail �l Application Type Code Version Application Status Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Poweriine Rd Pompano Beach,FL 33021 (305)888-0077 joe_sixto@usalum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email 0000 Quality Assurance Representative • • • • 0000 0000•• Address/Phone/Email •*•° 00 • 0000•• � ° ° • • • •• 0000•• Category Windows •9•••• • Subcategory Casement •0000 •°°•• ••••: 9000 • 9999 •999• Compliance Method Evaluation Report from a Florida Registered Archft"srea l-lcensed F • • Po • �'li 9.9•• Professional Engineer . *6999 60% •9999• w Evaluation Report-Hardcopy Received • •° •99.9• Florida Engineer or Architect Name who developed •0999• Frank L.Bennardo,P.E. • • 0 the Evaluation Report °••• • ° 9999 ••99.9 Florida License PE-0046549 • • • ° Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E.Lorinos,PE , Validation Checklist-Hardcopy Received Certificate of Independence FL16132 RI COI Indeo.ndf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products RL# Model,Number or Name Description flow— Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HV FL16132_RI U_PWg,odf Approved for use Verified By: Frank L.Bennardo P.E.PE-0046549 Impact Resists Created by Independent Third Party:Yes Design Pressure t1 Evaluation Reports Other: FFL1631 3 91.AF_Eval,.pdf Created by Independent Third Party:Yes 0 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey have one.The emalls 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. 1 WE 99 E X smurlty/WvxAilc:. 0900 • 9 • • 0 0 9.99 990099 •• 0 •• 0 9 000000 9 00 • • 9.9.99 •00.00 • 096900 9009 :0090: •000 • 9999 ••9•• 000000 •00• 0 0 0 0 9.9.9 •• •• 9999 000000 •0000• 0 • • • • • • • 0 0 • • • 0000•0 •9990• 99 0 0000 •0990 0 0 0 • • • • 0 ENGINEERING A FRANK L. BENNARDO, P.E., INC. INNOVATION 4122/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window(Large & Small Missile Impact Resistant) Project#15-2372 To Whom It May Concern: Please be advised that the below-signed engineer does not hove •nor WjJJ:acquire•a financial interest in the company manufacturing or distributing the product(s):fqr•which evaluation report or validation certification has been prepared, as r • ••••ced•ab:Ove. :phis; engineer is not owned, operated, nor controlled by the manufacturer or.di'�'txibutarnoted Xsvoev 000 and does not have any financial interest in any other entity involved in thoapproval Maroc the above-noted product(s). •• •• 0000 ••••••• .00:0: • • ...... 00*000 . . 0 :....: �1�`�1t9�41ito�4�tffs. •• • •••• • • Respectfully, • �� / •� . • • y••• V\CEN '°moo• ��,a ' ~ ••• a o -. 0. 44 r . O � Frank L. Bennardo, P.E. 5. STAT OF e Frank L. Bennardo, P.E., Inc., ,h FL PE 0046549 ted•>,► �cS' �tOla�•.•1 Cert of Auth#9885 e, %AL � • •- 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX : 954-354-0443 WWW.ENGEXP.COM r W1. 100 C10®.E.TM • ••• RI m 525i�LVN!INUM CASEMENT WINDOW LARNE-*ANI? $"4i f jlF,S4E IMPACT RESISTANTTM :.. : : t •N INUOWS • •• LTi c�"•Cq} M/� r' •% ••• • • �•• •• •• �S 3 YSg • wW • . . . . : WMA m GENERAL NOTES ° f J �hE SYSTEM DESCRIBED HLREIIu.iAS BEEN DESIGNED AND TESTL-U I.ACCORDANCE WITH THE BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201 J 202!203 &ASTM E1300-09 STANDARDS. v ri 2. NO 33-1l3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND E LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE,SITE SPECIFIC LOAD WIND LOAD UQUIREML t i S SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA o sp'a 6UILDiN1:,CODE BY SLPARAT�ENvINEEKINC CERTIFICATION AND SMALL bE LLSS THAN OR EQUAL T:)THE POST IVE G ` OR NEGATIVE UESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS ® ? 4 STATED HEREIN. ® w I 4, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. q ? t8 FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR ® ,c w REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Z F m g DOCUMENT. z IT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND d � ¢ SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 3.0 EXISTING STRUCTURE. O SR 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER ® w tr I SEPARATE CERTIFICATION. O 9 ; 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. to°,� 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 1-4 LL WITH SILICONE. 9, ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL.GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY(NOA #14-0423.17)AND DUPONT PV8 INTERLAYER BY E.I.DUPONT DE NEMOURS&CO.,INC.(NOA#13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY S ONS 13. ENGINEER I�ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS a1 SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ¢ ' ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL ��qq FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, ei f STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE 1 j 9 INTENDED. i IS. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. E s AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 i R 15-2372 M COWR SHEET FL #16132.1 �� .• • • • • • • • • i MW L.WMaRao.P.E. • • • • • • • • 8 114"MAX, FOR ANCHORS �' T'mOyRi 81JAN OR • ••• • • • • ••• FOR A;.r;HJRS •••• � ` _ Tyoc TYPE ,.5 1/2".MAX. 6"MAX FROM 16 NZ"MAX. 5"MAX F:,-')M - FOR ANC19ORS • //--ANY Jjj1NI FOR ANCH_JRS -ANY tOtN-OR ; TYPE"A"e"C'!-D'• �/ CORftIEP 4), • ••• 6,.MAX FROM TYPE°A°,"C","D" CORNER((YP.) I • • • • • • • •0 ANY 300n OR aD ev.n • • • ` 5'•�R tROa^ • '8"T CORNER. 41 } [ i '"• - "RMtK(IYP.)••• � -t---- -- _� �d , ,URFAL APPLE:. F 4F i — _ _ !ft-fi- i F ,r ,a� Q,i�•.• F;;ISE Mt fL �LL��u OPTIONAL �• •• � � -- - �__"_ _ _ � e P '¢� t9<W tt T' d� • • • �•• ••• {{ k r - !L 0 -� i i'�~i k • • • ••• •• _ SEE SEPARATE k k k APPROVAL FOR L ALUMINUM y w___= w0 00 MULLION L L { rLI 4�r�m g ra `IgTLIforOa I ,.10 G _ ® �� -----DLO----� CONTIGUOUS WINDOWS 3 $ �---FRAME WIDTH----- FRAME D l I TH ALLOWED IF - FRAME WIDTH APPROVED ALUMINUMINUM MULLION Z � � iy IS USED < "' n a - D.L.O.WIDTH=WINDOW WIDTH-a fieTYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION ^o ' Z N D.L.O.LENGTH as WINDOW LENGTH-4 ® wo WtMDOW WIDTH-4 Ys" � ��C D.1.0.LENGTH=WINDOW LENGTH N 15-'2372 SCAM Ni COVER SHEIET FL #16132.1 • •.. • ,usa,,P.E. EXI STRUCTURE TING HOST METAL STRUCTURES(STEEL OR • •• ••• • : : EDGE C(S vvv®x® • • • • jALUM.118"MIN.THICK) •• • • • • ••t SEE MULLION AP' ROYALS FOR �._ STEEL:Fy=36 KSI MIN. /"ANCFtORS RFR AN.H^P, MULLEON TYPE AND SkZE. 2BY WOOD BUCK I � �� ,., ALUMINUM:6063-T5 MIN. / SCHEDULE.SEE TYPICAL r;F IST ELEVATION FOR SPACING " £ •E� i • • • • • • •� :• EDGE DIST ;y� Ix OR 2Y WOOD "t /yam z r •• •�. -_--s''' •t- •'--+`". _.,-T....r--__= • �_-- i2 I�1j4 sh uy 1C'rf , :.iX S u •-°'''�` ._ Lrt ANCHORS f6, - fr I Sat ANCHOR SCHEDULE. •• • �l ��1>u1 w LL a SEE TYPICAL • •• •• •• ANCHORS PER • ANC"ORS Plr t,:Vc.iiOR ECHEDULB. �+ y w� Z$g r�r ELEVATION ON • •• • •) • • •• • ANCHOR SCHEDULE. ';F_TN'PiCAL w rc d �l`.:1 SHEET 2/8 FOR • i • • ••• • • SEE TYPICAL E LFVATION ON Lu w M 51 SPACING 000 • • • • • ••• ••• ELEVATION ON SHEEP SHEET $FOR 1 I 1 2/8 FOR SPACING Sr`,rING f�)�J� Q W w 3 a 3 7 v M 8 13 ANCHORS, SEE ELEV.ON PAGE 2/8&ANC!InR ri iL WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS.{ ��ICAL ANC41ilR.7: f i CHARTS FCIR`'PACING&QhM1N!TTY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 2 y p TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-�4"DYA.ULTRACON 8Y'ELGO'(Fu=277 KSI, �• O p FY-155 KSI) pp '" g0 THRU 18Y IPITO CONCRETE(2846 PSI MIN)OR GROUT W z FILLED BLOCK(ASTM C90) o ^ 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED zz v BLOCK. -£- u�6 a ® Q.N,. o TYPE'B'-114"DIA,ULTRACON SY'ELCO'(Fu-177 KSI, ® Z 8 73 Fy=155 KSI) z N m ~ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �a 3 7 (SYP&2 G=0.55 MIN) +�^ I 1-1/2"MIN.PENETRATION INTO WOOD a ii TYPE'G'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 1 MIN)(FU-120 KSI,Fy=90 KSI) a ••• --��,.• INTO METAL STRUCTURES(5 FINCHES PASS THE a THREAD PLANE MIN.)STEEL:Ys"THK.MIN. ' -, d (Fy=36 KSI MIN) SEAL SCREW HEADS ALUMINUM:1/8"THK.MIN.(6063-T5 MIN) g 6 WITH SEALANT(TYP.) � E! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED i 1/4"MAX SHIM OR PAINTED) Ix OR 2x WOOD BUCK (OPTIONAL).NOT BY T.M. TYPE'D'-5/16"DIA.ULTRACON BY CO'(Fu-177 KSI, ' B Fy-155 KSI) \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i (SYP*2 G=0.55 MIN) I 1-1/2"MIN.PENETRATION INTO WOOD I • TYPI EDGE DYSTANCE EXISTING HOST INTO CONCRETE/GROUT FILLED BLOCK-2-1/2"MIN. 15-2372 STRUCTURE INTO WOOD STRUCTURE=1"MIN.(FOR TYPE"B") INTO WOOD STRUCTURE-1 W MIN.(FOR TYPE"D") INTO METAL STRUCTURE-%a"MIN. ICOM Se7 1 TYPICAL SECTION 3 6"-1'-0" - VERT SECT FL *16132.1 0. ago •• •• • • • •• •• • ti �4�s METAL STRUCTURES(STEEL OR • • • • • • • • • • ALUM.118'MIN.THICK) i 0 •• • • i . STEEL:Fy.-36 KSI MIN. • • ••• • • • • ••• ALUMINUM:6063-T5 MIN. 2 1/4"MAX SHIM ': 114' M.^,:!5!'I"? Ix OR 2Y WOOD _�— • • IavQR 18Y I/4..MAX SHIM • • • • :Wi g K •• [NTERIO:: `/ BUCK(Or TOtv4t} O • • • • •! •• •f -�• n+E, � is' AT rN ir PE A I ...0.. j �f i 1 ACf:•° i[ • • • 1 • i• i�' l t t } APtCHO '--EF 4W:HOP s., ¢d.,. d F Sf� }1"rM, •', • r,E [..,•,, �, �-^, L SCHE.)Ul 5 ?- P:f �:j W Z f.L S 'fCA_ • - y •, -r '1 - ;a k I r t"".- ELES,.'•YV•1�11 , • 4 • '.1 �_"---- .C� t!I•. e F t tLEbATtUN ON..u.:...i.; �' �'• •;�•• �t i i/ ELEIATIJP' ?.d SHEET 2,E ry FOR rtPAGN ) : O.St f C w/ FOR SPACING w rn$ ( ( If p yce Z JJ w Xd51TNv F!QST �p u 5 O.LO. Z 8 t STRUCTURE .f4 �_FRAME WIDTH FRAME WIDTH M EXTERIOR �+ a � z TYPICAL SECTION 0 °h 6"=1'-0" m HORIZ SECT SCHEDULE a BEE MULLION APPROVALS FOR SCHEDULE ",4" _ 2 U Z ' MULLION TYPE AND SIZE. DESIGN LOAD CAPACITY (ASG METHOD) DESIGN LOAD CAPACITY (ASD METHOD) � w --__--- }{."'-"-' FRAME FRAME GLASS TYPE Mt GLASS TYPE M2 GLASS TYPE IG FRAME*PRAME GLASS TYPE Mt GLASS TYPE M2 GLASS TYPE tG g uu¢Wii--add $ ANCHORS PER ANCHOR HEk"iHI v4z-. ,t+)P.. f•) . ..> 1} + t Y HEIGHT WIDTH* . . A � )Pte' ��t SCHEDULE.SEE TYPICAL ae ur 70 7s 70 t6 70 „15._. 2a^ 70 7s r0 7b f 70 Tfi t0 y z a ELEVATION ON SHEET 2/8 �• sr 7a 75 70 75.. 70 z5 30 70 _?8. 70 7b _.......iv T6 �,4 M b FOR SPACING 38'. _...{ .TO._ 78... __70 75 70_.. 75._.. 39' TC 7S 70 75 70 ?5._. ® w 8 ! 38" 70 7$ 701. 75 70 7b.. 'Z O m 7 261!2' t 70 T5 70 75 70 7S ! F-4 _.. tj __._._ ........... p F at'D OF 3T .i 70 7S TO TS 70 78 24 70 76 70 7b L T8 Q ..•_ 38' 70 75.......70 7fi TO 75_,.._ 30' TO �75 TC T5 70 75_ ._ __. 48' ._ TO 75 70 78 70 Ti 70 75 70 75 $6° 70 "..78 ... 70._ 76 v, 6 70 7s 90 7fi r 38' 70 TB 70 78 78-- 24' 70 7$ 70 T6 .. - _.. 30" 70 75 70 78. ...70 75.. i 28112` 70 75 70 76 _ 70 TS_. 36- 70 75 '$• i JT 70 T$ 70 T& 70 75 06" 70 .,,75 TO- 75 90 7_5 3w S E 63 y$- 70 t5 70 75 .. 70 ..78... .... ....e.. '�'d $ 8 3 — 2i 24 70 75 70 7b 70 75 g �0 2 - - 281!7 70 75 70 78 70 75 74 3Q' 70 75 ... Tb - 70 75 5 37` 70 7$ 70 7S YO 75 56" 70 75 70 73 10 7S F` 1 74114' 38" 70 75 70 75 � 7p _75 56" TO__,_„7S TO.. 75. 70 75 2s V2• 70 76 70 76 u. 70 75 24' 70 7b 70 7$ 70 76 d. ....3T. 70...... 7S ... 70 7$ _ 70 78.... 30" TO TS 7o... 73 70 75 1 3 OPTIONAL JAMB CONDITION ...........-�.. 70 is 70 id. _z0 76 as 70 7s 76 's.... 70 TS _ ._74 7S 70 7S 70 75. 6"=1'-0" HORIZ SECT 1>1 ( rnmaTr Ffss 15-2372 Covet FL #16132.1 Al FRANK L BENWDO,D.E. 00 C� LTS QUAL ARM OPERiTORMULTIPOINT LOCKING HANDLE • ............... ............. s-moi• 0 0.750 PART DESCRIPTION4—T PART 4.1 DESCRIP71ON OP-10603G LTS DUAL ARM OPERATOR L14 PO 2301 LTS MUL71POWT LOCKING HANDLE • 18,834- ATTAC HMENTANQJORS. 00 LOCK HANDLE ATTACHED WITH *10-24..Y,'Pf4, 0 -1 LiPS ,R-P)fNT.MS z;'.:IE4�, V"'t, f! 3, 7 SC7� 1.1j! HEAD,b-,'A;;, S- 62 , > 'k-f-a 60M z 69 z APPLIED GASKt; w3:!�-3 IN AROUND SLOT CA r0.775 vi ATTACHMENT ANCHORS: 0.867 FRAME SILL ATTACHED WITH(2)*10x 5/8*PHILLIPS FH, SS,UNDERCUT,SMS.ARM OPERATOR TRACK ATTACHED WITH(3)#Bx 3/4' PHILLIPS FH,SS,SMS SCREWS. PIVOT ARM ATTACHED WITH(3)*Sx 3/4-PHILLIPS FH, 4k SS,SMS SCREWS. a! -4 19, 0 t;<< gig ,a t3 61 WHO L SHAPE STUD BRACKET rt 0 Z -f' - DE-S*C*MPn-O--,-,-- N "* .............. OP-10226 L SHOE STUD BRACKET LHTRACK SET HOLE 2 to R Ul z OP-10227 L SHAPE STUD BRACKET RH -0 L SHAPE STUD BRACKET SN.AP ON LH POPS-_Z7 L SHAPE STUD BRACKET SNAP ON RH 2.989 0.54 . 14.593' ..................... E 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE ATTACHMENT ANCHORS: ORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. T AN =E.NGS CH TOP OF THE VENT HEAD AND(5)*10 x Y2*PHILLIPS PH, 3)#10x 318"PHILLIPS PH,SS,SMS ATTACHED TO THE SS,SMS SCREWS 0.6001 ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH(2)#10x Ya- LONG FH,PHILLIPS,UNDERCUT,B-POINT, SMS SCREWS. C; FRAME SNUBBER DRIVER ATTACHED WITH(2)#10X Ye 15-2372 LONG FH,PHILLIPS,UNDERCUT,B-POINT,SMS SCREWS. PAS ms"mi 0,435[ COVER SHM 22 #1549-3 SNUBBER FL #16132.1 P.E. • • • • • • • • • • 90 G�c t� s' aSr •• •• • • ••• X16"HS rTASAFLEX CITESNTC • F�a.'Ek .090 SAFLEX OR .090 SAFLEX OR 8"AIR SPACEB BUTACITE INTERLAYER BU1'ACITE INTERLAYER a 1 f '.F-i:'ae - -r_. u:' • • �_ . i .- H.S..S. ANN. %1e'ANN. • • • / ANN. /"AN00 N / TEMP A1 '' K,sS✓•lY, ;ANN, • 0 0 • 0 Jor �Nl T . ` f `�.. eu�: : 3 44 roc; 6 •• • • G yce 00 • ?• 930 : ar IL its Na W . mw@> i U ri NOTE.GLASS COMPUES WITH ASTM E1300-09 MATERIAL SCHEDULE J s ITEM rKrcl DESCRIPTION MATERIAL MANUF./SU?PLiEn REMARKS d g y. 1 TM 358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6083-TB REFER TO DETAIL 19 t�t • 2 TM-3 CASEMENT WINDOW FRAME 6083_76 REFER TO DETAIL 18 - in Q $ TM-327 1/8'CLASS STOP FOR 9/18'CLASS 6063-78 m 4 TM-326 1/6"GLASS STOP FOR 1' INSULATED GLASS 6063-T6 2 " 5f 32001 VINYL BULB 0.175 0 TPE POLYPROPYLENE FOR 1" INS.CLASS ULTRAFAB � .__ _ _-. ___._.__ ._._. _ .. ...__ N RURY�:/ Qe d2SO SASH CENTER WEATHER STRIP__ ___. INS __._. ULATED GLASS GLAZING BEAD AtJESB BURY v M •67 12298 FRAME WEATHER STRIP 7/16 AND 9/16 CLASS GLAZING BEAD AMESBURY 11-4 08 3201t VINYL BULB 0.270 0 TYPE POLYPROPYLENE FOR 7/18'8c 9/16"GLASS ULTRAFA8 �s B i9 - (2)$8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN ACRYLIC SCHNEE-MORENEAO SEAM SEALER 11 SETTING BLOCK I' LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1 OPTIONAL SURFACE APPLIED MUNTNNS 6063-T6 f t - F.APID ST"wNGTH ROS7700 STRUCTURAL SILICONE ELASTOMETMC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS � I 15) - -_ -- 5/18"XL EDGE GLASS SPACER STAINLESS STEEL V_ -��-� ALL METAL I i - PRIMARY SEAL PIB i 1 - SECONDARY SEAL SILICONE L 1 OP-109030 LTS DUAL ARM OPERATOR LH RADISSON INDUSTRIES REFER TO DETAIL 19 PO-2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 fbVYttT t 316 MA6NtiM HINGES 3000 SERIES,OFFSET 4-GAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 15-2372 1549-3 SNUBBER ADVANTAGE MANUFACFURINO CORP. REFER TO DETAIL 22 COVERSHEET FL #16132.1 e a 00 BENNARDO.P.E. see 8 • • • • • •• •• • of iR9.�er, e • • • • • �� 3438• ,s —3.010 • s • • • • • N ' 1 ! e • • e • • • • •• d' tFp 6 e•e ire dp e� i • pfi�•, r� �= ,! I� •., a I+ 18 -aid a . ",�' ry y (••• •4..•,•. • so 0 •e• ••• • � E .P-OSED� EXPOSE>� IL-m CXPOSED SU"'ACESSUPFACES0.130 0 --165 • , • too c •e• SURFACES 0.575 w 4 ico LL i I! " a o i f; �K ' 0W° TTri C? wo w x a tV � O, itW o+ N O Ot O GA \e/r , N N N O � M q� .a o ko M M LL a t<�y FFZZ FF t'i M• I17�U 1.b75 < Om 0 __-----2.154— -----� � }--- 2.e87------} '°�i. a-- d Rv In Ln o ® 99 1t d li d O •^ O O "_�_ <;Z +pay, N�Q N ✓ o HN N 32001 Qezd250 SASH FLANGE SASH CENTER �'f�'s . •i,� s Ln 1I SASH CORNER KEY(2 5, R �J PER CORNER) ' <x 12298 32011 .060 ALUMINUM SHEET91 FRAME SASH FLANGE C�ttHWiT E 15-2372 1 y CORNER KEY(1 PER MW OVACRIPTM CORNER) b7�E1 NOTE: 060 ALUMINUM SHEET EXTRUSIONS NOT TO SCALE. re FL #16132.1 ._ _.. .. •• •• • • • ••• FKW L.SENNAR00.P.E. • • • • • • • • • • iyb$' • • ••• • • • • • • • • • • ••• JA ACCAAN • • • • ••• • • • v `� • $ � • • • • • g,.m, td4 ••• • • • • U' e0gl ••• � � gra t�s+• � L • • 3� 0 :00 0040 am SEAL J „0 III V " Q a a 2 zu! Who v Q N 0 Rtu u�aY rj SEAM SEAL f.4i=.v HAVE i O BE z H REAPPLIED if: ::c Fr BEFORE INSTA,iATION OF WINDOW,ItdS;:CT;;LL.O;N',S TO ENSURE A FROPER SIAL SEAL yyamQ` ';'! gg SEAL I ( iNNC I p REt•41FFRAf0t7 15-2372 AM RVAMMIMME E COVER SHEET' FL #16132.1 co-) ENGINEERING EXPRESS JKPmE . R .Ta PRODUCT VALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: FL# 16132.1-RI EX Project Number-. 15-2372 Product Manuficturer.- ! M Windows, LLC Manufacturer Add,-ess: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Narne Q., Description: Series 52.5 Casement Window Large & Small Missile Impact Resistant 0*00 0 * *pe ul- Evaluation.- see0:*6 This Product Evaluation Report is being issued in accordance with the requiremordI.Qf the'Flqorlda • Departrnent ef ard Pro-,*essional Regulation (Florida Building CommisVof+Rule Chapter 61G2ft 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted aboWhas beenoWsted-9:—4, and/or evaluated as summarized herein to show compliance with the Florida Bu0Rj;CodqJ9,"T Ediddfiso (2014) and is, fur p'irpose intended, at le:;ast equivalent to that required by thaGode. Re -evaluation this pro JjGt I h:: -,,wuired following pertinent Florida Building Code modificaiorl bir reA,-;1qmf. rbstandating Data: a PRODUCTEVALUAfloN DOCUMENTS EX driF,,'Jrtng #1 7-2'3712 d "Series 525 Ce-ernent Window", sheets 1-8; prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. Uniform Static structural performance has been tested in accordance with TAS 202 test standards per test report#*,:21?.0 1-,,y f.111 nP11 I.CEIl Test. : ab (-f S-,,,uth Florida (ATL). Large iri*lp'a,--t io!s,stanue- and cyclic leading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) :11213.01-12 by American Test Lab of South Florida (ATL). t3'�KU(.- I�1'4�L ':NQINEERINQ CALCULATIONS Structural engineering calcvlation3 have been prepared which evaluate Lle Pf.,'(JUC, co:,nparative and/or rational Raised Engineer's Ii analysi,, tq,lia'if,'; d-~sign criter`a: Pages I t, 1. Anchor Spacing 2. Maximum Allowable Size/Pressure ; :, 654 3. Giass Capacity Frank L. BennaVdx A E. 4. (^."apacity I a NE 0 # PE0046549 49 No "3'/ incruloji-- 1-.as bE.L-;,, used in the design of each pr,: ducc Vol. I-f1f ON The following P-,e :-,n-rnve--J for use in the HVHZ as specified in their corresponding NO ilIttt ?TH AvE-NuE: # 106 DEERFIELD BEACH, FL 33442 OHONE : 954-3-54-0660 FAX : 954-354-0443 '01WW . ENGEXP.00N1 ENGINJEERING k 4/22/2015 I TM Window, J1;'_1'. .__. Series 525 Casement Window (LM1 & SMI) Page 2 of 2 a S,Fflex PVB Interlayer by Eastman Chemical Company(NOA# 14-0423.17) 0 DUP011t PVB Interlayer by E.1. DuPont De Nemours & Co., Inc. (NOA#13-0129.27) ipact Resistance: Large snd &nal! v,;,_!;,,,,�& lrriiMct Rnsistar ice has been demonstrated as evidenced inpreviously listed test reports, and is ai:c:oonted for in the engineering design of this product. Will Load Re,,�i;stance Each ')_:ei, designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document(i.e. engineering drawing). staflation #00000 0000 Each prDd.,ct ---;L,c,jE LSI-311 be installed in strict compliance with its respecti%4i3.%iduct.*vplwation66**, Document(i P. enoine-ering drawing), along with all components noted therein. 000:0* 0 0 0000.. Each product 4_-*':11T0-)r1,:!"0, be of the material specified in that product's respbrAud Prod Mvalubm Document(i.e en(Aireering drawing). see 04600 *0 00 0000 00*000 :90:0: 0 *0 0 vitations & Condftlons of Use.- 000000 :9000: Use of r,ch rxr,` .,-` 'tie ire i:,trict ac;^10rdi- nce with its respective Product Ev;1V; ti8n DaMilent(i.le. engineering oravving) as noted herein. 00 0 All SLIP,-;,xting s'l�i-ii; lie designed to resist all superimposed loads and shall be of a material listed in each prc-d-li:;fs !t-!spective anchor schedule. Host structure conditions which are not accounted for M each product's resr)ective anchor schedule shall be designed for on a site-specific basis by a register,id All cornponeiJs ,d`:(0-. ;are: pal iiiaf*iently installed shall be protected against corrosion, contamination, and other such a! -:41 iIT1168. Eacl) pi-cioucl. li�ts [)aen oasignek.1 for- use within the High Velocity Hurricane Zone (HVHZ'). 160 SW 12"', AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE : 954-354 -0660 FAX : 954-354-0443 11v WW. ENGEXP.COM 9/18/2014 Florida Building Code Only a °.�Deprbrrergaf secs No- ' wo in ( user I w Topics ! sou swdwo i saes a Facu ftwmuo. rRC scar ► aas sue arer► i unks seam, bus nes L) Pro essi�l UM: Usw Regulation >epc> • FL a FUS278 C Adlbk Application Type New Code Version 2010 Application Status Approved U P�y 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Galaxy Window and Door,Inc. Address/Phone/Email 1900 North Andrews Avenue *C Pompano Beach,FL 33069 (9S4)978-2400 gatto@galaxywindow.com Authorized Signature Emma Mellinger emma0c5es.com Technical Representative Paul Gatto Address/Phone/Emall 1900 N.Andrews Ave Unit C Pompano Beach,FL 33069 (954)978-2400 inb@galaxywindow.com Quality Assurance Representative Paul Gatto Address/Phone/Email 1900 N.Andrews Ave Unit C Pompano Beach,FL 33069 (954)978-2400 inbOgalaxywindow.corn Category Windows Subcategory Cess Compliance Method Certification Mark or Luing Certification Agency National Acueditatlon&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) AWAM311yam TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By httpsl/www.floridabudding.org/pr/pr app o.aspx7pamm-aGE CMdDgsNc735fObWDEeq$kl2eQG4%2f8KIsKV1DWFZ4YrrrDuYA%3d%3d 1/2 9/18/2014 Florida Building Code OnUne a Product Approval Method Method 1 Option A f Date Submitted 04/12/2013 Date Validated 04/22/2013 Date Pending FOC Approval Date Approved 04/30/2013 Surnmery of Products Fl.>fl Model,Number or Name Description 16278.1 Series 3000 Vinyl Outswing Series 3000 Vinyl Outswing Casement Window Casement Window umits of use Agency Approved for use In VNZ:Yes FL16 78 ROC MI011470 R t1I adf Approved for use outside NVNZ:Yes :Quaft Assurance Cant Expiration Date Impact Rent:Yes i 12/31/2017 Design Pressure:+60.7/-76.8 1111I Installation Irmbucdons Other•.Glazing Interlayer Holds Current Miami-Dade NOA I FU6278 RO II GWD3000C-INff 1.L,Rdf #12-1231.10,exp.5/21/2016 I Verified By:Emma T.Mellinger,P.E.PE 50049 Created by Independent Third Party:Yes Evaluation Reports FL16278 RO AE GWD3000C-EVAL,.Odf Created by Independent Third Party:Yes 8»k Poea4 :;1044 North lfg=Clreet Tw_nslt__-_R 17400 Phe ,950-407-1274 Tire State of Ho da Is an AAMEO employer.CAnyrkrht 2007.7014 Sbft of world.=_:; 8 t Under Merida law,small addresses are publk records.If you do not ward your a-nw address released in response to a pubk-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional man.If you have any questiors,please contact 00.487.1395.*pursuant to Section 455.275(1),Florde Std.effective October 1.2012,IkersEeB licensed under Chapter 45S,F.S.must provide the Department with an emall address N they have one.The emans provided may be used for official communkaUol will'the licensee.However email addresses are public record.If you do rat wish to supply a personal address,please provide the Department with an email address which can be made ova to the public.To ddem*w If you are a Bows"under Chapter 4SS,F.S., please dick bees.. Product Approval Aaceptst IMMIRM Mk enn(.'s' httpsJhaww.ftoridabtAdirig.org/pr/pr app did.aspx?pamm=wGEVXQwtOgsNc735IObMUDEegSki2eGG4%2fBfrOsWIDWFZ4YmDuYA%3d%3d 2/2 TABLE OF CONTENTS ELEVATION -Sr Max.FW t a Sheet Design Pressepe and Gbdm aetalb j a crass Sects A 3 schedule .� � 4 Anchor Details and lnstn Notes . S and am at materials NOTES Anchors Shop be As Usfed.As shorn This Product is a Vinyl on Details Herein.Anchor Casernent•Type Window with Two t beta Base Substrate ppm Laff*iaMd Shap be Beyond wap Dressing or or d bmutated Gkmhg. Stucco.Anchor Conditions Not Frame and Vent Corners ore Described Herein ore Nd Part of This � aBter•Cur and wolded Approval Document,and Shap r\ DM"PR RAMC MISSILE VAPACT RAMO $ RKp*e a Site Specific Desi+ IAN Gk-TypedThis ftoduct"M Been Deognedand Signed and Seded by A Monufockmd to Car" «, s with the FladdoWalstered Professional 34 DL +4&7 psi,•76.6 pd Lege mrd Small t C ¢r CodaCade.bncktding t the High t Er> • HwIlcone zom NVM. D Metes that Contact One a Anaflw Shap be Pointed.PkrkKL or I .. This Product Meets the ft%*mnerds Otherwise Wated in B a to Large and SrnW Missile knpact Accordance wbh the Moddo O Resmome up to ane Design code Ptesures Specified Hereby: >uadcario StL"M Are Pit Requbed. it Shap be the ReSpormbilly,of the — a Controdo,&Omeer of Record,or yS2i This Approval Applies to Woo Units. Enid User to Deterr ft that to Host p at C;offbinallonsRo d`kA"Installed structure Is Capatft Ud d Ether side Ropan n GLAZING DETAILS Supporfinc; 4 cbtef-Approved Mumoan Meeting"Site Specific ftkKMV wbd Loads.mid the Z Design teresaue Requbannents.Such SuffobpHy of this Product to the '. I I Mullions Shall be&Med to the Specific �� >UfflagZs Approval o Mete spedtie Product Madrswm W6idow Stm:W x 74' 8C Approve!Dodtrrtenb. Mo*T—Daylight Opening:47)V x Wood Suck Design byOtteerc 3S'4: APPwOdGkOV dm eo�pouu- Tmn%WI nposed AdegLrotely he veMam�m ;f:aruieasataoo wxefasm i4 onn Ttansfsr Imposed Loads M rtes Surraue"Sbuctum. White then PVC 6Musion tawarsosa.sorommrm m7o saemfepsvobrm MaudocAsed by PH TedL Inc.Under R' *,/useQedaem A Load Duration Wxwe se In HAMA Certification No.PHT 1. r"traq+ Allowable Stress(CdalA Has BeenUsed In"Design � ti:w.�eranecson ' 12 Wood Otdy. d Andros intoby Sdullo.erbyers.Manufactured kec/Easirnon Chemical x' rr m 12 Company Hold a Current MkurA Dade County NOA a G Type 1 04AZM TM B e/s°Ove Lamheoted bwWaft Glass rJe Loarft ted[koro DRAWING No.: GWD3=C-WSTALL.dwg Sheet 1 of 5 TYPICAL SECTIONS ' Sibstrot"e see Sheets 2 - - and 3 for is mac anchor Detaft f 19 17 2 2 17 19 O 19 6tla" 7 Subshate Su ' SECTION A2 3 a O° p z See�eehs 2 r 49 cod 3 for �Sheets 2 3 b Anchor oeta r_ 3 for Anchor Detags E $Ci y 2 A4m 34�'OW Wktlh N av a ' tom.�rran+e v+�, tshrm +� z � SECTION C SECTION D 19 WL SECTION 8 No 1 �RAVMG-MAU-Aiwg Sheet 2 of 5 Sevres 3000 VINYL CASEMENT WINDOW - Exterior Eleyotfon S INSTALLATION NOTES Anchors shoe be of the Fa5owha Times r a Anchor Spacing Sholl be as Shown In • TYPE k For Irstallotion into Conerele 3" ` 3" Elevation This Sheet,and Anchor Substrates,Use Approved Yi" 12"Max.o/c Schedule Below. Concrete Screw Anchors(ELCO T Ultracons,or Eq.)of Sufficient Length VI • Vinyl Block shag be Securely I find to to Achieve at least 1`I'."Embedment. ... Frame at Anchor Points with [Canaefe Shag Conform to ACI-318 Construction Adhesive or Silcone with Mannon Compressive Strength Caulking to Support Fasteners, of 2,730 psq. • A Structural Shin Shag be Used at • TYPE B For installation into CMU Each Anima Location Where a Gap Subsbases.Use Approvedl4 of)64nch or More E*ts Between the Concrete Screw Anchors(ELCO 1-15 Window Frame and the Substrate. Ulhacons,or Eq.)of Sufficient Length Such Shims Shy 6dend the Entire to Achieve at Least iy" ErnbOdnI nt. Depth of the Frame.and be No More [CMU Shag Conform to ASTM C-W, ^• ttatYrinch it Thickness. No Shin and Have a Minimum Compressive d Space Shall be Allowed When Strength of 1,924 psq. Anchoring to Metal Substrates. st • TYPE IN: for installation into Wood Z O • Anchor Embedrnents and Edge Subdrates,Use 1114 SeIRDrillirg Screws 3; +• 0 Distances indicated Stag be Beyond (H ILTI Kwik-FkmO or Sufficient Sufficient of Suffic Wall Dressing or Stucco,into Structure Length to Achieve at least 1 kir Substrate. Embedment into Substrate. [Wood E 2 a Substrates Shag be at feast 2'k H • Wood Bucks Shag Fogy Back the Nomhal nUcknesx and SYP Grade If Window Frame,Supporting its Entire or Betted. V <�• ov. Depth. a • TYPE IV: For Installation into Metal • A 1"x Wood Buck Shag be a Wood Sub ales,16g Min.Steel,or)V Min. Z Buck Having a Thickness of less Than 1 AUrdnurn,Use 012 Self-ung Screws > z V. I"wood Bucks Shag be Optl)nd (HILTI KWgc44w0 or Eq.)of Suffcient N the Window Can be installed Length to Achieve a Minimum Directly to the Substrate. Penetration through the Metal of Three FLI Thread Pitches. Where • The Installation of 7 x Wood Bucks Metal Substrates are Lou Than Shag be Engineered by Others,as Specified,2x PT Wood Bucks Shag be Approved by the Authority Having Designed by Others,and installation g Jurisalctlon.Wood Bucks Shop be Shag be Made to Such kicks in $ ; Able to Adequately Transfer the Accordance with This Document. Loods Imposed Upon mem to the [Metol Substrates Shag be Aluminum 36"Max.Frame Width 3" Surrounding Structure. T6063-T6,or ASTM A36 Steel a Better]. !Anchor Spachg as for Heodj DRAWING No.: GWD30=4NSTALLdwg Sheet 3 of 5 Y' ° YMCa sM3ibce Y:Concrete Screw Anchor` O n " ° + Y" sns pa4 s �" e vata tods�aaedEa .. 3 Woh Sdcorte cauu ft • If 4 ° e 4. •e rasteit«ACeeas hbtaa �l-� • Mutt be Sedad wit e ° Must be Seated with --lll-------�� 6 Scouaft e Cat�ldrg n ls/i JWn ° !fit 6t>bedritttnt ° . -oe e i = • .e dC .7 98od • Enme Et«ne ^`^•0 •t.9�4�fI R61'1." OfM FI W 2. 00 iiltti.Connote t10@OW«Giout�ad tC Op(SeO"t"x woad Buck CMU OP*m d l"X Woad Ott � as d (See W811810 ANCHOR TYPE t Yi Cw=ete Screw Anchor(RCO Wk cm or Eq.) ANCHOR TYPE W Yi BILL OF MATERIALS fig. >r �a KEY PART NO. DESCRIPTION 2 5806 Glazing Beadt I 2a 5800 Glazing Bead (Insulating Glass) 3 3022 Casement Frame �, N 4 5704 Casement Sash 0 H3 Roto/Truth Hinge (Shown on Sheet 2) OL Aerator Handle (shown on Sheet 2) H4 Roto/Truth O —3.250 3 CASEMENT FRAME g v Z ti crn 2-270 3; ad sic O 0.955 1.070 $y � �/ `LS c a Z m > � 8 CASEMENT SASH 2 GLAZING BEAD 2a GLAZING BEAD WVA Fare ^2 ohm � DRAWING No.: GWD30=4NSTAU.dwg Sheet 5 of 5 5/1/2014 Florida ddlding Code Online D Palda pp R b Do! SCIS Mome [ Le/In ( User Re0lstrallon Hot Topks I SubmIt Surcharge ; Stat&Fads Pubacatnons I MC stag acts sRe Map f Links ( Search Bush--- Am Pr t i0=rw-�t-,►�atral . Re uiationCITY pmdud Aoaroval Menu>Product or halkabon Seamb>ARAW .aWct>Apprrestiaa'DaW a•` FL tf FL162S7AW MR AN Application TYPe New ? Code Version � 2010 Application Status Approved *Approved by,USPIL Approvals by D8PR nd rat by the POC and/or the Commission V necessary. Commends Archived p Product Manufacturer Galaxy Whtdovl and Door,Inc. 1900 North Anorews Avenue 4C Pomm o Beach,FL 33069 (954)978-240h gotto0galaxyiindow.com Authorized Signature Ems Mellinger emrlet�cSes.com Technical Representative Paw Gatto 1 Address/PhonelErnall 1900 N.Amke rs Ave Unit C Pompano Beach,FL 33069 (954)978-2401 Wo@gaWxywbjdow.com Quay Assurance Representathre Paul Gatto Address/ mad 1900 N.Andm%ps Ave Una C Pompano Beach,FL 33069 (954)978-2400 hnfo@galaxywbrow.com Category Windows Subcategory Sh&Hung Compliance Method Certftatlon Mrjrk or L&tbrg Certification Agency National Accreditation&Ma tnagennent Institute Validated By National Accreditation&Management Institute, i s Referenced Standard and Year(of Standard) neat TAS 201 1994 TAS 202 1944 TAS 203 ? 1994 S Equivalence of Product Standards Certified By Product Approval,Method Method 1 Option A Date Submitted 03/20/2013 Date Validated 04/22/2013 hbPJMorir ldng•orgha'hx app_OdanFvrGEVXQvADgSNC73MMigpUN)iTNWTQ7M C1aiKT GVYy dgFBAVVgeJe&W-M 12 61112D14 Florida Building Code Odin& Date Pending F13C Approval Date Approved 04/29/2013 Samunery of Products x _ FLS Nodal,Number or Name 16257.1 Series 3400 Single Hung SMg1e-Hung Tilt Wlndaw j Limits of Use, C40cation Agency Certificate i APPnmed forutoe In HVHZ:Yes l?l6257 RD C CAC NI011472.odt i Approved fbruse outside HVHZ:Yes u Oty Asstuanee contract Expiration Date Impact Resbientl Yes 1*31/2017 I Desigm presspre:+61/-76.8 Instructionsi Other.GNzina Interlayer folds current Miami-Dade IDA 512- at6257—M N GWOM tMM-INSTA 1 odf 1231.10,exp.''9/21/2016. Vepftd By: Enna T.Meibtger,P.E. PE 50049 Crated by Independent Third Party:Yes Eviahadlon Reports x_16 S7 n0 AE OND_00SHfU r df CRated by Independent Third Party:Yes Back tdg7rt Contact US:;1940 North Monroe St!ee-TallahTneee FL 32399 Phone:850-487-1824 The State of blonde Is an AA/EEO employer,c_oevdeht 2007-2013 elate of F1o'da ;:Privacy Statement::AaMsSibnay Statement;•Refund state inent Under Rome Is)%email addresses are public records.If you de not want your 0-mb11 address released 1n response to a public-rewrds request,do not send electronic mall twthls entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.27S11i.Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official communication with""licenses.However areas addresses are public record,if you do not wish to supply a personal address,please provide the Department with an email address v*ft can be made available to the public To determine if you ars a licensee under Chapter 455.F.S.,please tack here. I AppnMOlt" i i r IftU floridebuilding.or9/prhr app-AaspoftpararrFwG�OWADgBNC73MM19PUNYrNNWTC7$GMVCk KTZLGVWgFoAft%& -M 212 TABLE OF CONTENTS ELEVATION Omneral,,Show -5,rMc.FW and Detaft 1' 3 AndharSchedule ;. 4 Anchor Deter and trattaeatbn Moto 5 1 C and Bo of Materials 47X'Max.DLO `'1 ; NOTES Anchors Stall be As Listed As Shown E This Product Is a VkM Single Hung on Delos Hersh.Anchor i B Hardware Note:Two Sash Lock all M Type Mxbw with Steel W bedment Irmo Base Substrate ,t Required for WNdo"Greater Man Reinforcement.and Two C m*V Small be Beyond wall Dressing or O 36 bales to iakmn.OMenvla.One Opflom Laminated GkRing,or Stucco.Anchor Coro*bm Not Sash Lock tr RegWvd. Laminated Insulated Gaft. ftam Described Herein are Not Part of this as Vert!Cornets ere Wow-Cut OW Approval Domm>ant.and shati Welded � D 3 f ___.. thts Product teras 8eern Dt�grmecf cmd - �Glass rypes� Mlaprfocfiaed to Comj*With the Requirernents of the Ptalda li ngMletak that Contact One Hurricane Zone P'tYht�l. C •60.7 pd..76.8 psi to"and Small mft Code. the 4. Ve achy Arroriner Shag be Pointed Plated.or In ft Product Meeh the Requirements w for Large and knoll MssBe Impact flullding Cods. Resistor xe up to the Design Re �, � Pressures Speattied to: H ne Hereshag be riR®sportsitr8ity of the Hurricane Stu ltas Are Not Required. Contractor.Engineer of Record,a End User to Deter ilne that the Host sous This Approval Applies to Woo Units. 4 orCombinat�ofUnits Rid Loo ts Upon It. GLAZING DETAILS Mm Side of f xkct-APprDved Mcluding Wind Loads,and the muftm Meeting the ma-SpeciticSnritatsi6ly of thts ProrSuct fa the Design Preaaub Re**erneMs.Such Speck Protect. "Gb tg Cortpxnd be ..r gKAFLB(5S2. DOW 993. )'• MUMM M ShcM be kgeet to the x 7 Window eaw Size:54' 4" z' tkNtatiore of rimer Specific Protect o Approval Docwnents. Mood—Da ftM Opening:473V x > 32P/4• oa...omw rove.waeery err.oa.rs Wood Buck Design by Others: Wood Bata Shal Adequately MAIMMS Ttamler Irnposed Loads to the White t8gid PVC 6chuslans owesea�twt @ov>ramm metes Manutoctured PH it:wumeaca® :wneatbel�e Surtourrndtrng Shurchrre. AAMIA btkMm#ft.Tech. t Under A Load Duration Increase Intr:N.aaodo� Allowable Stress(Cd--1 M)Has Been GlOft int •Manufactured 1 Used in the Deopn of Anchors Into by Solutim tnc/Eas mon Chemical Ire^ A Wood Only. ConVxvrya Current Wo mt4 0 -Dods County l r/s'OvmW UmOrated km>to*V GLAZING AZING TY Tree e Gat DRAWMIG No.: GWO34009H-MALL.dwg Sheet 12!5 5 E*" Substrate See Sheet 2 Ond3for TYPICAL SECTIONS ` Anchor Oak* i 19 17 2 SECTION A SECTION E SECTION D c? 19 17 ft $ _ SubstroAa 21Z d o All a �Shmb 2 o See Sheets 2 QSQ elf 212 Anchor DetcHs Anchor Detoft `' g SECTION B o opffix Mm. , tuft Mart.Sdhame Wl�h 9 ; z 8 19 M SECTiOPI C See Sheeb 2 ul 0 Subsi 3 for Anchor Detaft DRAWING No.: GWD3400.SIi-fNSTAtldvr® _ Sheet 2 of 5 Serfes 3400 VINYL SINGLE HUNG TILT WINDOW •� °� INSTALLATION NOTES Anctnors shag be of the Fanow ft Types: Exterior EtevoHon :�"�••�• ' • Anchor S • TYPE I: For Installation into Concr�e Spacing Shag be�Shown� �� •:; . i Elevation This Sheet,and Anchor Subd rales.Use Approved Yi . Schedule Below. Concrete Screw Anchors(MCO Ultracoru,or Eq.)of Sufficient Length • Vinyl Block Shag be Securely Fixed to to Achieve at Least I% Embedment. "411 3" Frame at Anchor Points with [Concrete Sholf Conform to ACI3IS +' 17ft Construction Adhesive orSilicone with Minimum Compressive Strength Max.a/c— F Caulking to Support Fasteners. of 2730 ps#. 3" • A Structural Shim Shag be Used at • TYPE Ih For istalkMon into CMV Each Anchor Location Where a Gap Mokafies,Use Approved Y." of Yo4nch or More Exists Between the Concrete Screw Anchors(ELCO Window Frame and the Substrate. Uitracons,or Eq.)of Sufficient Length Such Shims Shag Extend the a tfre to Achieve of Least tY" Embedment. Depth of the lone,and be No More [CMU Shag Conform to ASTM C-90, 3 thatY44nch kr Thickness. No Shim and Hove a Minimum Compressive __,....Sp�lgetTk►cke ,.Yiihen. ladow r m i Anchors to Metal Substrates. Frames Are Installed Into Hollow CMU Z d Two Additional Cluster Anchors Are t� - - / - _ • Anchor Embedmerns and Edge Required,as Shown This Sheet. Distances Indicated Shag be Beyond sem.. r� $ Wall Dressing orStucco,Into Structural • TYPE M For Installation Into Wood F v .6 l8 Substrate. Sulbsirotes,Use#74 Sell-grilling Screws 10 a a _ _ 3 (HO Kwk4:W)M or Eq.),of Sufficient er g E O d _ • Wood Bucks Shy Fully Back the Cy Additorrat Ouster Anchors 3" length to Achieve at Least 11ri = Z U-4 Window Frame.Supporting its Enft Embedment into Substrate. [Wood a„ � Regvbed for instcdatlon into �•. kg Rogow CMU(4 Told Each side) Depth. Substrates Shag be at least 2'k t I Nomind Thickni SS•and SYP Grode IF (' N d • A 1"x wood Buck Shall be a Wood or Befterp. Z a ° a. Buck Having a Thickness of Less Than 1 y / Yj. 1"Wood Bucks Shag be Optionod • TYPE IV: For installation Into Mehl G N the Window Can be installed Svb*dn,16g Min.Steel orYe"Min. Z Directly to the Subsh ote. Aluminum,Use#12 Se f4>rIlling Screws (HILTI Kwgu-Fle:O or Eq.)of Sufficient • The Installation of Z x Wood Bucks Length to Achieve a Minimum 1 Shag be Engineered by Others,as Penetration though the Metal of I Approved by the Authority Having Three Fug Thread Pitches. Where Jurisdiction.Wood Bucks Stoll be Metal Substrates are Less Than ` 3 Able to Adequately Trarefer the. SPscifc,2 xPT Wood BucksShabe 54'Max.From Width Loads Imposed Upon Them to the' Designed by Others,and h-Woilation (Anchor Spacing as far Head) Surrounding Structure. Shall be Mode to Such Bucks in Accordance with This Document. [Metal Substrates Shag be Aluminum T6063-116,or ASTM A36 Sfeeb or Bette 1. lu DRAWING No.: GWo340M"MALL.dwg i L---- --- ..__ -- -i Sheet 3 of 5 Y.'Concreto Screw AwJmr. Y,"Max Shtrn SDoee Y:Cormew Screw Anchor 6 g (SCOI�atonn or f' (Etoo URM"),or Eq. "AftL SMm Spree >4 ' . •° <�• � • s . 4°, vtrMBloctsec�aed s e ti y I A ' •a y 0 a i- 5 4n •d Must eoSeoled w4h Faslam Access How 35=10 Caw" EmIbYie Mm.M + I MUgeedVft 4 A4'Mm &nbed nt • OISfCOMS"mCYi 8eod 'A • "$ Atone °j V WV onb9oworGroul� Z o' . �Ona t"x wood eudc Chat1-x wood kq* (See,NOW ' ` • tsee Potosi ANCHOR TYPE k Yi Concrete Screw Anchor(ELCO UErocon or Eq.) ANCHOR TYPE It Ye Concrete Screw Anchor(ELCO UEnxon or Eq) Into Solid Concrete-See Notes Sheet l Into Hasow or Grout-Nsed CMI!-See Notes Sheet Addttion01 Cluster Anchors Read for Hdlow CMU See Shoot 3. Z51 �U MOL Uft Space Z 914 See- g thB@ng Seresv 1rmN eadc Secured . . 911 012W-00"Screw INN Kwlk-ftx.or eq j ' VWft Camp (HIM Kw9o-ttex,or eq) yBlock Secured 7 x Wood&x* 5: gg (See Not") 1s; ig Mm.meed. Fattener Aeceg trolBa �, Must be Sealed» ftstormACCess Holm scare Ca" « MekdStnrchae �np S BeW (lag Mm.steel.or G Mnn. OW. �— o AbV Yx'Mm.Akxnhwm) 6&e FromO tI ; ertn eFrame DRAVANG No.: ANCHOR TYPE ph 014 Sett-DrMnq Screw(HRR Kwdc-Plez,or Eq.) ANCHOR TYPE Itt: 012 W-Drft Screw(HRR Kwac.pAX OrEq.) GWD H-WAU-dw9 Mfo Wood Substrates-See Notes sheet 3 Into Metal Structures-See Notes Sheet 3. -. __. Sheet 4 of 5 81LL OF MATERIALS KEY PART NO. DESCRIPTION 0A48 �-- 1.++0 44 2 5806 Glazing Bead 9 2a 5800 Glazing Bead(Insulating Glass) 6 9536 Sash Reinforcement 8 5752 Single Hung Sash Q SASH REINFORCEMENT Asre ANfta8ac+eaavftM47sJrSU 9 5836 Sash Retainer Sill rftm9x cwinca+,eff. 8 SINGLE HUNG SASH 11 5816 Glazing Bead/Handle ,* Ila 5810 Glazing Bead/Handle(Insulating Glass) a a17 58277 Cover Cap O d 19 3420 Single Hung Main Frame Z $ 20 5960 Fixed Meeting Roga�eo �=� .31 eE a° i 21 5826 Meeting Bait Cover Cap � Dees 9 SASH RETAINER SILL 17 COVER CAP 21 MTG RAIL COVER CAPVow O• zE Z q 2 GLAZING BEAD 20 GLAZING BEAD Z Vbw V&% ia90 Oars o k—&M 2D MED MEMO RAI I i GLAZING BEAD/HANDLE Ila GLAZING BEADlHANDLE 19 SINGLE HUNG FRAMELU m toren cion yy LU r 6 DRAWING No.: GWM T LL.dwp _...__ Sheet 5 of 5 5/112014 Florida Bldldirg Cade(�rdine 4 Faida • • a 0 ® S i acts Nome 1 e d lay i � Uaer a istratbs Hot TO Submit Surcharge e sY OISE Sts � i 8 aUE ` re WGtdkarbeE i Roc Stall � ! acts s�eva Bus'ne�s � � l�E � ssartfi . � lAlmPro#essi �al@�=M' USe� I Regulation Product Awarowel Glenn>Produ�t or A:all®ton Sgaah>AOnif a:nn Ust>Appy I Ty FL FL16273 App6catbn Type New, n, Code Version 2010 Application States Approved 'Approved by IVR Approvals Ury reviewed and ratified by the POC and/or thud Conulission 8 necessary. Comments Archived Product Manufacturer Galaxy Window;and Door,Inc. Address/Phorlej!mall 1900 North Anoews Avenue *C Pompano eesch,FL 33069 (954)978-2409 9attoogalaxywkMow.c om Authorized Signature Emm Mellinger, emreOcSes.cgm Technical Representative Paul Gatto Address/Phonelorell 1900 N. Awe 1, Ave Unit C Pompano ease ,FL 33069 (9S4)978-240q 'Woo9 a xyw ha w.com Quality Assurance Repmsentative Paul Gatto Address/Phonefk$rell 1900 N.Andres Ave Unit C Pompano Beach,FL 33069 (954)97&24 WoQgahaxyw .tom Category Windows Subcategory Horizontal Compiance Method Certification M or Listing Certification Agency National Accreditation&Management Institute Validated By National Accredjtation&Management Institute, Referenced Stanoard and Year(of Standard) Year TAS 201 1894 TAS 202 1994 TAS 203 1994 Equivalence of Prpduct Standards Certified By f Product Approval,Method Method 1 Option, A Date Subm*ted 04/09/2013 Date Validated 04/22/2013 hVJMoridebWldrig.org/pr/pr_app owpm'anv=%CvMQ lDgsNc73 lI%M1u1EN17lgpYFobs4ciiVCrYLTQZgQ°Id3d%3d 1/2 SM12014 Florida Sldidnq Code Cite t Date Pending FM Approval Date Approved 04/30/2013 Surnmery of Pier PLO Modest,Nwytber or Name D 16273.1 Series 3400 vinyl ForbArttal Suring Series 3400 Vinyl Horizontal Skiing window Un[ks y�c of e tol Approved for use In NVHZ:Yes C tlml 01147 ate Approved for Imo outside NVJW Yes Quoft AssamContract Fxpbation Date Minpact liershillianib Yes 11130/2017 I 13161111191111 WeseWa:+60.7/-76.8 Illation Instractloirlss Ober.Glazing'Interlayer Folds Current Miami-Dade County NOA F4 6j73 RQ II MW3=DOW- IINISTALL dif i 1112-1231.10,eitp.05/21/2016. Vented By: Ern®T.Mellinger,P.E.PE 50049 } ted by hidependent Third Party:Yes11vounam Reports f 6273 RO AE iAi0D3dQQHS-E11 r_D f _ Crt#ated by Independent Third Party:Yes tlactr lAe r.f Contact rs;;1940 North Menne street.Tallahassee e• 22329 Phone*850-487-1824 The State of Pbrido Is an AA19BO employer.Coavrroht 2007- 01•etita of Fledda ;:Prhraty Statement••Accesslb0ity Statement••Refund Statement Under Portio 16,14 email addresses are public records.if you do not trent your a-men address released In response to a Public-feaolds rainiest,do not send electronic mail to this Romer.Instead,Contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.139S.*pursuant to Section 45S.275(1),PlorWs Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department 00th an email address It they have one.'flue emads provided may be used far official Communication with the licensee.Mosever email addresses are public record.It you do not wish to supply a personal'address,please provide the Department with an email address vhgFqhh an be made available to the public.To determine d you are a licensee under Chapter 45S.P.S.,Phrase dick hjM-. PwMrrd Approval 'ett ce� i hWJWlorlda6 Wc1ng.org/pxlpr app ddAspgClpa mp*CEWOWDgsNC735M I%iMlu1EN798jpYFdgbs4diVCnILTQZgQ%3d%3d 2J2 TABLE OF CONTENTS ELEVATION `�►J '� t74'Max FW M. cations. and oetalb 2 Crass Sect 4 Anchor Detalls and Instofatbn Notes 8 1 Componwft and BR of Materials i 323;Max.DLO NOTES A r-> !3 C Tfls Product Is a Horizontal Sk1rQ Anchors Shal be As listed.AS Shown Window wth SO"Reinforcement, an Deta Ps Herein.Anchor Mid Two Glazing Optt m Embedment into base Substrate Um*x ted Gla ft.or lanlrroted Shall be beyond was Dressing or E Hardware wafer:nw sash tock are Glazig.Frame and vent Stucco. AnchorConaitkxr a Not Regabed far wkxft vs Great thorn f' sae f�tar4 st�9Nekted_ _- ahz•tVot Rotal cone - _- v. bath OX and XO Cwftm m are Approval Document.and Shall sash Look is Requked ; w Permitted. Requle a Site Specific Design d Signed and Seded by A e�tered Professional DBIG t M RAFING AAOU ikAPACT RATtlltd This Product Has Bow Designed and t9 Manufachned to Comply with fie JAH GlassTypes) Re cents of the Florido B*ft Dissimilar Metals that Contact One +60.7 psf.-76A pst Lenge and SW40AAtstlta Code.Inctu�ng the High Velocity $ , Kmf=w Zane(HVHZ). Another Shot be Painted.Plated,or H t 00lerwbe Gohronhcoby isolated In a E $ la This Product Meeh the Requkemenb Accordance with the Florida, 4 — z for Larger and Small Missile Impact BukOng Cade. = —0 31 Resistance up to the Design HL*Iwes + n��mEr�glneer° of Record.or GLAZING DETAILS a Hunteane Stxrttors Are Not fTn3gtrled. . Erni User to Detorrrine that Me Host 4 This Approval Applies to Single Units, SMrehue Is Capabie of Supporting "Glazing CanpowdMal be or C Of W*trata�d the loads Upon N. SIKAFtEX SS2 orDOW 94S Bihar Side of Prothtct-Appraved Wind a._a M Meefk,g tiro Sedpectk Suftbft of this Fr"xt for the s > Design ftsm MuSam Mug bes Such �'«.a. osnaome. aa aa L nUffions of theirSpecific Product Maximum Window Sits: Se x 74' I<,aoromeucama 1hOx"" a Apptovel Documents. Mrndrmm Daylight OpenlnW.471y x —eoroammaoamaerro tc: oaeaaba 32V4*- _ ,r---Tt;>wnerm, ams sam.mrr itrM�uas M WoaidBucPcDeis�hbyObers: MATBtAl4_ Wood Bueb 9%9Adequately hc;m.,oa u moa Trarsfer Impo.*d I cods to this White Rigid PVC Extrusions $ `a Surrounding Strtrch". Manufactured by PH Tech.I m Under saxcr w m A toad Duration tr>aeese I, p HAMA Certticoton No.PW-T. g A Stress(Ctde1.33)Has been ung Interlayer,.Monufachxed GLAZING TYPE i d Used in the Design of Anchors Into try Sotufia.InclE /e astmon Chemical ' O torrin � afed hrax � te ng Glow LO*K �c DRAWING No.: Wood OrOy. Company Hold a Cummt Miani- -Dods Cowry NOA IGWD34WHS4NSTAU-dwg Sheet 1 Ot 5 TYPICAL SECTIONS : �:.pc See Sheets 2 and 3 for AnchorDetallt VOL Exisib ISl'" Substrate t_ SECflON a mm -W4x.Yr Flo Wrath g I EMEROI? 21 W40Lmax 33 I scmen 0. Q Substrate sub 0 z ,a. 11431111111 . 1 orosee sheen 2 and 3 — y for Anchor Details IMER�R ori $ V 19 b t3 9 11 33110 2 t3 b 21 2 17 9 d q44 r2n__ SECTIONA SECTION BSECTION CCAC O EI,.� See Sheets 2 and 3 forAnchorDefol mu DRAWING 110.: GWD3400WWSTALLdwg Sheet 2 of 5 INSTALLATION NOTES AndwsNM be of fl+e Followirm Types: • Anchor Spocing Shat be as Shown in • >Yff 1: for InstadUr ion into Concrete ,MR ee"otk?n TNS Sheet and Anatmr �.use Aired Ya Series 3400 VINYL HORIZONTAL SLIDING WINDOW Schedule Below. Concrete Screw Anchors(ELCO Exterior Efevotfon Ulfracom,or Eq.)of Sufficient Length. ' • WvV1 Block Shol be Securely fboed to to Achieve at Leost 1�" Frome at Anchor Pmts with Embedment. [Concrete Shap Construction Adhesive or Silicone Conforn to ACI-3 IS with Mk*nLgn � Caulking to Support fasteners. Compressive Strength of 2730 psr?. 3" 3. • A Structural Shim Shot be Used at • TYPE Il:For hdolotion Into CMV I o/a at l aw 3 Each Anchor Location Where a Gap Sufis,Use Apxoved Ys" of YrMch or More Foists Between.the Concrete Screw Anchors(B.CO Window Frame and the Substrate. Ultnocons,or Eq.)of Sufficient Length t6-3 Such ShIrns Shot Extend the Entire to Achieve at Least TYs Depth of the Rune,and be No Ernbedment.[CMU Shat Conform to More thtatY44Inch in Thickness. No ASTM G90 and Have a Minimum 3: Shim Space Shall be Allowed When Compressive Strength of 1,924 psi). __.tIVindow•Frmrmr.Installedintoiiodowv \ CMU Require Two A Ckrster Z pe e. j Required Additional cf rWagotion . Andor Embedments and Edge Anchors,as Shown on This Sheet. Q t \ tnto H ed fw iMU(4 of stances Indicated Shall be Beyond aQ \\\ tato Hollow CMU fa rotor U � Each Side) W� 9�Stucco.Into • TYPE BT: far Installation into Wood a C ` Structural Substrate. Substrates.Use#14 Self-Drilling Pte° \\ op Screws(MILD Kwlk44m*or Eq.),of o$ • Wood Bucks Shy Fully Bock the Sufficient Length to Achieve of Least 000... t� ,Q g Window Rome,Supporting its Entire 1 V Embedment Into Substrate. a E t3 Depth. [Wood Substrates Shap be of kmW A << " 2"x Nominal Thickness,and SYP 440 � �04 r� • A i x Wood Back Shag be a Wood Grade H or Hefter[. Buck Moving a Thickness of Less Than a I • TYPE IV: for i)r. 1"wood Bucks Steal be* Installation Into Metal Optional if the Window Con be Subaloles,1 6g Min.Steel,orYe Min. x Instated Directly to the substrate. Akrndnum,Use#12 Se{f-Drug+ . Screws(HI.TI Kw1k-FlmO or Eq.)of Z Sc I The Installation of T x Wood Bucks Sufficient Length to Achieve a > Shall be Engineered by Others,as Minimum Penetration through the Approved by the Avfinorffy Moving Metal of Three Ful Thread Pitches. 74•Max.fame Width fAnchor Spacing as for Heco I Jurisdiction.Wood Bucks Stat be Where Metal Substrates are Lou Able to Adequately Transfer the Than Specified,2"x PT Wood Bucks LoQeh irr>paseq tlponl TfTJU'#o fly Sttd fie Qeed by OtPllrs Ls7Ct Surrounding Structure. Installation Shot be Made to Such Bucks in Accordance with This Document.[Metal Substrates Shoff be Aturninum 11606346,or ASTM A36 Steel or Better[. DRAWING No.: GWD34OM*4 STALL.dwg Sheet 3 OR—511 Ye 4` sCan A11 d4 f7MM Shim Space Yi Concrete So"ArmMor Y.mm Siam space u• � • a iCS6G68d (Ro I onfor& aVft Caulg . V"111acSsaaadT witMcan Cmdit ° °• a- 04 �,cS"• '+, •`��. :{ a. FpSEet0 ACa6Y Hates F�eXACCA Hobs MASI be With What be Secled With e a ") 0. ftbedment b. 1�Y�Mtn. .a .4 Apply Co yr Beadof CCWftAWM .a 3Qemad a AkaO 2T90 pol mbf Concrete hallow or GrOLO~ Z . • , OptiOptir l'x woad Bunk cmu Optional I'K Woad B mak (see NOW (see Notes) S A ANCHOR TYPR R Ya ConalMe Screw Anchor(B.Co Macon or Eq.) ANCHOR TYPR It Y,Concrete Screw Anchor(RLCo Un rocon or 4) g 1� Mto Sold Concrete-See Notes Sheet 3. Into Holow orGrout Med CMU-See Notes Sheet 3. z Addttlonai CIUSter Anchors Read for Ho&ow CMU. See Sheet 3 I = p 3 $U� v� re 3 N �'s MaKSf6rnSpaCe O i a C M4Seg- SCmW vtrMBkxicSecy 01YSeg- SCrow (MiR!Kwk-F Ic,or tA) with SOCare Cauaing (M KWSt-Pick.at Sq) v4ry4 esocic Secwad C O ,� With SBCarXa caLo ft Z S: 7X WCad Buck a .. fs�> hot&fnbed. Fastm M ACCM Hoer � AftW be Sealed vRh ForderAtACaeS Ildeb C ._ _ tbe5a�adi+Rh Metd StnrcttXe $ np�y IY� M I169 m Steet.or a7S �_ Mkt.Edge 011f. Of SeCone � Is AMM AUY*Lrn)Enft of. TU rim r,�ane DRAWING No.: ANCHOR TYM IR: e14 Sag-DrMIng Screw(NM Kwlc-f1 &or Eq.) ANCHOR TYPE IV: #12 SeR-Mft Screw(HRR KwRc4kM or Eq.) GWD34WHS—TALL d%g Into wood Substrates-See Notes Sheet 3. Into Metal Structures-See Notes Sheet 3. Sheet 4 Of 5 BILL OF MATERIALS `�.-. KEIT PART NO. DESCRIPTION 2 5806 Giazing Bead a 2a 5800 Glazing Bead(Insulating Glass) '•:� 6 9536 Sash Reinforcement 8 5752 Sash 6 SASH REINFORCEMENT AVM AM ftetSmIddaftM 17x WWI 9 5836 Sash Retainer SNI 8 SASH 11 5816 Glazing Bead/Handle TOW 11a 5810 Glazing Bead/Handle(Insulating Glass) 12 552/995 Sfcone Glazing Compound .1,7_.... 58 Cover _.p __..._,. _..,. ._,. .. . . _ ._. . 19 3420 Main Frame te,o Z d 2D 5960 Fixed Meeting Roll 21 5826 Meeting Rail Cover Cap e jzqft 9 SASH RETAINER SILL 17 COVER CAP 21 MTG RAIL COVER CAPVW V&W VW $ ! I 1 S v z31 y 1 CA60 fA90cv 1765 N O f 2 GLAZING BEAD 20 z GLAZING BEAD O V&W Wngfat gcm— arsa o Z _ s2 a 20 FIXED MEETING RAIL W VA wah rx WSW R A"Imv E l i e QWfNG BEAfl(,iAtJDLE 19 MAIN FRAME g VIM+ VftrA F&&Wftft emu wnNIL 0:t G to 0 DRAINING No.: GWD340DHS4NSTALLdwq Sheet 5-o-f5--j s &29=15 Florida Building Code Online rA .ta...i.. SCIS Hone Log In User Regis bstlon Hot Topica I Subunit Swderge i Stats&Fads Publications FSC Staff BCIS Site Map Uuks Search Busines . ,', Professional Product,Iitiser Regulation Product Approval Menu>Product or Application Search>Application Checklist>Application Detail MAW o FL FL16277 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Appro s P be rev ed and ratified by the POMC and/or the Com n ry. Comments Archived Product Manufacturer Galaxy Window and Door,Inc. Address/Phone/Email 1900 North Andrews Avenue *C Pompano Beach, FL 33069 (954)978-2400 gatto@galaxywindow.com Authorized Signature Emma Mellinger emma@c5es.com Technical Representative Paul Gatto Address/Phone/Emall 1900 N.Andrews Ave Unit C Pompano Beach, FL 33069 (954) 978-2400 Info@galaxywindow.com Quality Assurance Representative Paul Gatto Address/Phone/Email 1900 N.Andrews Ave Unit C Pompano Beach, FL 33069 (954)978-2400 info@galaxywindow.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By t J/fiwid lchng.orcypr/pr_ �I.aspx?paran=wGEVXUMDgsNc735�1AiiwVCWpc�vPZIKSNekc78OgVRVNV�XtLw%3d°A3d 12 61215 Florida Building Cade Ondine Product Approval Method Method 1 Option A Date Submitted 04/12/2013 Date Validated 04/22/2013 Date Pending FBC Approval Date Approved 04/30/2013 Summarr of Products FL# Model,Number or Name Description 16277.1 Series 3200 Vtrryl Fixed Window Series 3200 Vinyl Fixed Window Limits of Use Certification Agency Certlficate Approved 1br use In HVHZ:Yes FI..].6277 RO C CAC NI011468.01-111-sianed.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resbrtanb Yes 08/31/2017 Design Pressure:+60.7/-76.8 Installation Instructions Other.Glazing Interlayer Holds Current Miami-Dade NOA EL16277 RO I1 GWD320DF-INSTALLDdf #12-1231.10,exp. 05/21/2016. Verified By: Emma T. Mellinger, P.E. PE 50049 Created by Independent Third Party:Yes Evaluation Reports FL16277 RO AE GWD320OF-EV-ALDdf Created by Independent Third Party:Yes Back Pden, Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Pine:850-487-1824 The State of Florida Is an ANEW employer.CoovNaht 2007-2013 State of Florida.::Privitcy Statement::Aabllity Statement:: Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not sed electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address M they have ore.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 addresswhich ad Mable to the public.To determine H you are a Ilcersee under Chapter ,Fpleas m Product Approval Accepts: WE IKERF1 scrulri •�ti neap tdtpsl/Qctid ldinp.orglpr/pr_app_M.aspx?pwam=wGEVXCwtDgsNc73 AiiwVCWpgCvPziK�lekd790gVR /o3d 2i2 a TABLE OF CONTENTS ELEVATIONS Sheet Descr"M ' General Notes an Design a yp c eva ons. 74 _ .•. 2cross sections, zing Detafts.and BM of Materials Anchor Schedule 4 Anchor Details an a on eS A A t '`•Aiv. Tt�TES Product is a Vinyl fdxed Anchors Shan be As Listed,As A A Window with Two Glazing Options; Shown on Details Herein.Anchor Lominated Glazing,or Laminated Embedment Into Base Substrate Insulated Glazing. frame Corners Shag be Beyond Wan Dress or a0f are Mlter•Cut and Welded Stucco.Anchor Conditions Not Described Herein are Not Part of This Product Has Been Designed This Approval Document,and Shap and Manufactured to Comply with Require a Site Specific Design i the Requirements of the Florida Signed and Sealed by A 1.TALL RECTANGLE .2.WIDE RECTANGLE 3. FULL CIRCLE Building Code•including the High Florida-Registered Professionai Velocity Hurricane Zone(HVHZI. Engineer. Z Dis*nlcr Metals that Contact One QUALIFIED SWES O This Product Meets the Another Shan be Pointed,Plated. An Standard Shapes That Can be q Requirements for Large and Small inscribed Within the Dimensions of the O d O , Missile impact Resistance up to the or Otherwise Galvanically Isolated L OC Design Pressures Specified Herein: In Accordance with the Sorlda ar T Wirxlow(Le.60 x 74� p� Hurricane Shutters Are Not Building Code am Peffnitted. OC4 E Z Regain®d. It Shah be the Responsibility of the M G. O a.P This Approval Apples to Single Units. Contractor,Engineer of Record,or Lj ` or Combinations of Units Installed EndUser to Determine dne that the A am Host Shuchure b Capable of A X w� Either Side of Product-Approved d 1L SZ Mullions Meeting the Stte-Spedf c Supporting the Loads imposed y N y Design Pressure Requirements.Such Upon it,including Wind Loads.and A A .� Q Mullions Shun be Subject to the the Suitability of this Product far the g e Umitotlons of their Specific Product spocific Project• A A Approval Documents. Maximum Window size:60`x 74" h ? Q Wood Buck Design by Others: Maximum DWlght Operdrug:5&4*x ao'rxax.� �sru�.rmne v� �rram,rrm.ea .�j z Wood Buds Shan Adequately 7W. Refer to Table This Sheet for Transfer Imposed Loads to the Size and Design Pressure Limitations 4.TALL EYEBROW 1. WIDE EYEBROW i. HALF CIRCLE Surrounding Structure. MATERLUS A Load Duration Increase In White Rigid PVC 6dnrsions Allowable Stress(Cd=1.33)Has Manufactured by PH Tech.in= Been Used in the Design of Under AAMA Certification No.PHT 1. r e Anchors into Wood Oruly. Glazing interloyers,Manufactured MAX.FRAME SIZE 74'x 60" 74"x Sr 67'x 6(" z by Solutio,Inc/Eastman Chemical (Aft Glass Types)Comp -Dade ny County NOA Halal a Current Miami- -Dade Max.Grass Area ff 30.8 sq. . 27.2 sq.ft. 27.9 sq.H. I alm m MAX.DESIGN PRESSURES +60.7 psf,-70.0 psf +60.7 psi.-76.8 psi +60.7 psi.76.8 psf o MISSILE IMPACT RATING LARGE MISS LE IMPACT RESISTANT DRAWING No.: GWD3200E-INSTALL4wg Sheet 1 of 4 r TYPICAL SECTIONS ''' BILL OF MATERIALS 1 2 2 1 KEY PART NO. DESCRIPTION Existing Existing SubstrateSubstrofie 1 3221 Series 3200 Frame 2 5806 Glazing Bead ' 2a 5800 Glaring Bead(Insulating Glass) I J See Sheets 2 and 3 for See Sheets 2 0 0.060 Anchor Detags and 3 for Anchor Details c a. Max. Max MMC Shins SECTION A SECTION A" tmsi 3 O •g [mhror imagej, 1 CGIES 3200 FRAME Q 15 w. oyg1J ao Z CP- 1.070 i.U70 W Z Uv GLAZING DETAILS Q o N _t )0- r ~ a "Glazing Compound Shag be 2 GLAZING BEAD ZZ Other SiKAFLEK 552,or DOW 995. 'h* > py a s z 0.955 �+- 0rMU10o ws ApprovedGla&V ApprovedGlafg Compound' Compound" Frame 34s Annealed Gko v From 'lis Annealed Glass 0.090"saftex NG Interlayer 0.046'Sallex ISG IntWayer �•,/—•'—'lis Am%x9ed Gkw — pis Annealed Gloss T— Ya AV Gap 2a GLAZING BEAD I V&PA For WWofNg Gfcw ysAnnededGloss ! Y m re O.aoH AkM*WM spacer O.mdi m Q� Y GLAZING TYPE 1 GLAZING TYPE 11 I DRAWING No.: IT Overall Laminated Insulating Glassr/16 Laminated Glass , GWD32D0r-INSTALLdwg Sheet 2 of 4 Series 3000 VINYL FIXED WINDOW ExtedorsevcHon two/c Mocrrtot INSTALLATION NOTES Anchors Shall be of the Following Types: - $'• • Anchor Spacing Shall be as Shown in • TYPE 1: For Installation into Concrete :•� _ t*r. Elevation This Sheet,and Anchor Substrates,Use Approved Yi' _ Schedule Below. Concrete Screw Anchors(ELCO ^` Ultracons,or Eq.)of Sufficient Length V �`= • Vinyl Block Shag be Securely Fixed to to Achieve at Least 13/e"Embedment. Frame at Anchor Points with [Concrete Shat!Conform to ACi-318 Construction Adhesive or Silicone with Minimum Compressive Strength k Caulking to Support Fasteners. of 2,730 ps#. I • A Structural Shim Shag be Used at • TYPE 11:For Installation into CMU �A1Ox "4dpi Each Anchor Location Where a Gap Substrates,Use Approved Ya" a ofYrinch or More Exists Between the Concrete Screw Anchors(ELCO Window Frame and the Substrate. Uitracons,or Eq.)of Sufficient Length - Such Shims Shall Extend the Entire to Achieve at Least I& Embedment. C Depth of the Frame,and be No More [CMU Shall Conform to ASTM C-90 O rum thatYrinch in Thickness. No Shim and Have a Minimum Compressive 3 y O czffm Space Shall be Allowed When Strength of 1.924 psi[. Anchoring to Metai Substrates. G it in • TYPE III: For installation into wood Co a r. ,E 8 N ccffrmt' °tc"'m • Anchor Embedments and Edge Substrates,Use#14 Self-Drggng Screws N O $ ` ARCH/ROUND SHAPES Distances Indicated Shan be Beyond (HILTI Kwik-Flex®or Eq.).of Sufficient M Q o Wail Dressing or Stucco,into Structural Length to Achieve at Least 1 Y2" a in C C 0 3 { Substrate. Embedment Into Substrate. [Wood X Z m Substrates Shag be at least 2'k d si AD H 74"Max.Frame wtdth • Wood Bucks Shall Fully Back the Nominal Thickness,and SYP Grade g N --r 5. q r C4 )Anch-Spot igS me asopmaeAde) c= Supporting its Entire oreetter]Window Frame,Su a Z a Depth. • TYPE IV: For Installation into Metal • A 1"x Wood Buck Shall be a Wood Substrates,16g Min.Steel,orYB Min. O Buck Having a Thickness of Less Than 1 Aluminum,Use 012 Self-Drilling Screws -+ i { , Y2". 1"Wood Bucks Shag be Optional (HILTI KWk Flex6 or Eq.)of Sufficient iri f If the Window Can be installed Length to Achieve a Minimum sq Directly to the Substrate. Penetration through the Metal of E 3 Three Full Thread Pitches. Where a • The Installation of 2"x Wood Bucks Metal Substrates are Less Than Shall be Engineered by Others,as Specified,2"x PT Wood Bucks Shag be Approved by the Authority Having Designed by Others,and Installation a g Jurisdiction.Wood Bucks Shag be Shall be Made to Such Bucks in $ Able to Adequately Transfer the Accordance with This Document.Comm Mid Loads Imposed Upon Them to the [Metal Substrates Shall be AluminumSurrounding Structure. T6063-T6,or ASTM A36 Steel,or Betted 3"Mow 3MOK. COMM tali oteMox.rypicd cornan DRAWING No.: GWD3M0F4NSTALL.dwg RECTANGULAR SHAPES Sheet 3 of 4 Y4'Concrete Screw AnchorYa"Concrete Screw Andra Elco Ultracon0 or E Y""'M'Shin Space Elco UHtocon® a Y"Max Shim Space p Vinyl BbckSecumdp A' Vinyl Bbak Semned dp0 p 4 .app' •m•• ,.•• .0 p p with Silicone Coulkft with Silicone Caulking a' It Qa •�...f.•.4 t-t d a e.a " a e. fattener Access Holm 1 Fastener Acees Holes Mt*be Seated with Must be Sealed with Silicone p Silicone Codg i p' ..8 CaUlWrlg iYV Min. a UU g Q� Embedment < Ig/a"Min. ' Embedment p �.. p.pd 6. p. K. Apply .p \ Apply Continuous Ys Bead p ` Apply Conflrnxws Y/Bead a R of SeCona CaUMIng Along < of Silicone CmAking Along -s.. Entire From 1.924 psi rain. Entire Rattle a � Q' 2730 psi min.Concrete Hollow or Grout-wed O Optional i"x Wood buck CMU Optional 1"x Wood Buck p;A (See Notes) (See Notes) G 0 ANCHOR TYPE is Ya'Concrete Screw Anchor(ELCO Ullracon or Eq.) ANCHOR TYPE It: Ye Concrete Screw Anchor(ELCO URracon or Eq.) Cq 3 p 3: Into Solid Concrete-See Notes Sheet 3. into Hollow or Grout-Filled CMU-See Notes Sheet 3. ) Q• O o a dW t: Zv NU. M� rn pN >- j N Yy Max Shkn Space Z ;� � � #14 S@V-Drilling Screw V6t)A Bba Secured #12 SeR-Drging Screw with Silicone CauftV (HEN Kwik-flex,a Eq.) Vinyl Block Secured a (HiIN Kwlk-flex.or Eq.) with Scone cauls tg a �+ z 7 x wood Buck (See Notes) Ira" Fastener Access Hodes Mtn.Embed. Must be Sealed with Fastener Access How ra Smoone caning Must be Sealed with silicone CaWtdng 3 Q Metal Structtue 1 F 6 p�_ e � IP=F 0.75" J �--of Srfcone Coullft AbM Ys Mtn.Aluminum) Apply Continuous Yr Bead C d+ Min.Edge Dist. Entire trams of Silicone CaLffi tg Along Entire Flame DRAWING No.: 1 ANCHOR TYPE 111: #14 Self-DripMg Screw(HBO Kwik-Flex,or Eq.) ANCHOR TYPE IV: #12 SeQ-DrMng Screw(Hilts Kwik-Flex,or Eq.) GWD32D0E-iNSTALLdwg into Wood Substrates-See Notes Sheet 3. into Metol Structures-See Notes Sheet 3. Sheet 4 Of 4 i 15 Florida Building Cade Ondine a a eE'4C 41 I;}` a Home ! Log In ': user Registration Hot Topica i Submit Surcharge Stats&Facts ; Publications FBC Staff BM Site Map Unks Seatch Busines , Product Approval I OUSER:Public User Peculation Product A Menu>Product or Application Search>AmWication List>Application Ds%U t; ITY �c FL# FL15443-R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals view nd ratified by the POC and/or the Commiss ne Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas]Sotos Address/Phone/Email Lawson Industries 8501 NW 90th Street Medley,FL 33166 (305) 696-8660 tom o lawson-i ndustries.com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Wandard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https:tMoridabUicing.orWV/pr_app cti.asps?perm=wGEVXQwtDgtep%2bDhVRQZHBFIPGmd%2fBYwrRm5loahuZ3puJBL4zx5A%3d%3d 1/2 r15 Florida Building Code Opine Product Approval Method Method 1 Option A Date Submitted 06/13/2013 Date Validated 06/14/2013 Date Pending FBC Approval Date Approved 06/19/2013 Date Revised 05/19/2015 Summary of Products FL# Model,Number or Name Description 15443.1 2000 LaPorte Aluminum Outswing 2000 LaPorte Aluminum Outswing French Door w/Sidelites X, French Door w/Sidelites 0,XX,OX,0X0,OXXO Configurations Umits of Use Certification Agency Certificate Approved fbr use In HVHZ:Yes FLIS443 R1 C CAC 12-0127.02(FD-2000).Ddf Approved fbr use outside HVHZ:-Yes Qualify Assurance Contract Expiration Date Impact Resistant:No 09/13/2017 Design Pressure:+60/-100 Installation Instructions Other. FA-15443 R1 II 12-0127.02(FD-2000).Ddf Verified By:Thomas 3.Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15443.2 2200 LaPorte Aluminum Outswing 2200 LaPorte Aluminum Outswing Impact French Door w/ Impact French Door w/Sidelites Sidelites X,0,)X,OX,OXO,OXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EUS443 RI C CAC 13-0328 11.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistanih Yes 06/05/2018 Design Pressure:+86/-86 Installation Instructions Other. FL15443 RI A 13-0328 11.Ddf Verified By:Thomas J.Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Fack r��•Ae Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Comftht 2007-2013 State of Florida.:: Nivaat Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do riot want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.V you have any questions,ply contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an mail 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,plesse provide the Department with an email address which can be made available to the public.To determine if you are a licersae under Chapter 455,F.S.,please dict IK,. Product Approval Accepts: ® F—RAf sccuritv%t i TR ti helps://BoridaWlc ing.orgW/pr_app!dt1.aspx?param=wGEN QwtDcOep%2bDhVRQZHBFIPGmd%2(6YwrRm5foeFwZ3puJBL4ac5iA%3d%3d W2 r ' MIAM MIAMI DADE COUNTY,FLORIDA 1` PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11803 SW 26 Street,Room 299 AFFAIRS(PERA) Miami,F1orkta 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%miamldade.eovWeral Lawson Industries,Inc. 8501 NW go*Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of contraction materials. The documentation submitted has been kewed and accepted by Miami-Dade County PERA- 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 stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. I£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. PERA reserves the right to revoke this acceptance, if it is determined by MiamiDade 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. DFrSCRlf mom Series"La PorteK 8'-0"Outswing Glazed Aluminum French Doors-L.M.L APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 01/20/12, signed and sealed by Thomas J. Sotos, 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. TERmwATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-4M.03 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12-0127.23 • , �� Inspiration Date: June 05,2013 Approval Date: April 05,2012 3 Z Page 1 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submilted under previous NOA's No.'s 11-020203,10-0128.04,) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 1 through 6 of 6,prepared by the manufacturer,dated 12/12/02 with the latest revision F",dated 01/20/12,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3201,issued on 01/06/2011,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-020203) 2. Test reports on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HET149-2624 and HETI49-2646, issued on 10=009,signed and sealed by Candido F.Font,P. E. (Submitted under NOA No.10-0128.04) 4) Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 aluminum Outswing French door,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI44-1897, HETI404-1896 A, HETI44-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Drop•-Seda,P.E. (Subtniiffd'under N&A No. 0-0607.04) 5) Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-TO95 and HETI-02-T090,issued on 01/13/03,loth signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under NOA No. 03-0219.01) Jaime D.G n,P.E. Product Control Section Supervisor NOA No.12-0127.23 Expiration Date: June 05,2013 Approval Date: April 05,2012 E-1 Lawson In es.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-17261 HETI-02-1728, HETI-02--1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under NOA No. 43-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by the manufacturer, dated 12112/02 with the latest revised dated 07/02/10, signed-and sealed-by.-Thomas J. Sotos;P. E. (Subm Wed under NOA No.]0-012&04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE. 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). 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" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. 3. Notice of Acceptance No. 09-0127.13 issued to Solutia Inc. for their "Solutin Interlayers for Laminated Glass"dated 03/04!2009,expiring on 03/04/2014. Jaime D.Gast P.E. Product Control Section Supervisor NOA No.12-0127.23 Expiration Date: June 05,2013 Approval Date: April 05,2012 E-2 Lawson Industries,Inc. NQTICE OF ACCEPTANCE: EVIDENCE SUBAUM-D F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007,dated February 02,2011,signed and sealed by Thomas J. Sotos,P.E. (SubmWed under NOA No. II-0202.03) 3. Proposal issued b Product Control, dated July 27, 2010, signed by Ishaq Chanda, P Y P. E. (SubmWed under NDA No. II-0202.03) 4. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering&Testing, Inc., dated January 06,2011, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0202.03) 5. Proposal issued by Product Control,dated March 26,2009,signed by Renzo Narciso. Submitted under NOA No.IO-0128.04 6. Laboratory compliance letters for Test Reports No.'s HETI-09 26230 HETI-09-2645, HETI49-2624 and HETI-04--2646, issued by Hurricane Engineering & Testing, Inc., dated October 22, 2009, signed and sealed by Candido F.Font,P. E. (Submitted raider NOA No.10-0128.04) 7. Laboratory compliance letter for Test Reports No.'s HETI-04--1897, HETI-04-18%A, HETI-04-1896B, HET144-1377,HETI42-TO95, HETI-02-T090, . HETI-02-1253, HETI-02-1726, HETI42-17289 HETI-02-1736, HETI-02-17429 HETI-02--1763 and HETI-02-17659 issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Seda,P.E. (Submitted under previous NOA No. 05411&06) G. OTHERS 1. Notice of Accep =-No: 11-4202.03, issued to Lawson Industries, Inc. for their Series "La Porte 87 Outswing Aluminum French Doors - L.M.I.", approved on 03/17/11 and expiring on 06/05/13. Jaime D.Gahon,P.E. Product Control Section Supervisor NOA No.12-0127.23 Expiration Date: June 05,2013 Approval Date: April 05,2012 E-3 BILI.OF NATERMS 145 Mr Max Wilt Width F4LLII-0960 Mrs PART DBSC81pTfON Rt01ABIN SiDlelite Swing th L-901 Ll1-890 1 FRAME MEAD 6063-T6 ALUMDDJM C 33 13/16 3/ nnx. ) A C 35 16 max. L-902 Lit-097I FRAME SILL 6063-T6 ALWUADD4 1., L-903 LII-09D a FRANC.LIMB 6063-T6 ALIDONUM , tl, S• -900 a SIDMITE JAMB ADAPTER 60 -TS ALUM"L-906 LII-092 e x Panel PAIL TOP 6 NITTON RAIL 6063-16 ALUNINU 4 L-907 LII-091 I x parol HUMSTILE 6063-T6 ALUM" AT T/ Max. a.0 Hld L-M 1.I1-094 1 x Pont LOEX STILE 6063-T6 ALUM"" a L-909 LII-098 le It Paint TOP 6 BOTT04 RAO.ADAPTER 6063-TS ALUM" =j 9 L-911 LII AS REO'D. 1/4 ROUND ALCM BEAD-7/16• 6063-T5 ALUMINUM H 4- 10 L-918. LII-097 AS REWD V4 RAND ALLUX.BEAD-3/0• 6063-15 ALUMINUM 5? (: li FD-684-e L-90B a x Psmt HINGE LEAF ASSEMBLY 6063-T5 ALUNDIAAI le V VS-001 TP 3286 AS 1C0 A BuMo Wts p-res.Plastics.Inc.Sae Noterist Composition of Sheet 4'o�'� �� I��A 1 13 PWS-001a AS ROM VT".9 TOP/BUTT.RAILS Sehlepel FS-aere,X mm ; ��^ E Active inactive as y°C 14 PWS-002a AS ROM WTS7.0 FRAME HEAD 6 JAMB SehtegN PH-.197.0.X-30•h. � �� '�-p 1s L-910 1.11-089 a x Pent STRUNIER HISUNTINB PLATE A063-T5 MAINNUN `'a $ 1 IM 6 1/a• g� 9 is FD-619 rD-619-I 8 x Pansl lTRtICER PLATE 6063-TS ALtA40LR ;r 1 0 Sidelite Orad-eat 31 17 FD-6m Lit-= NA - & GLAZIMI ADAPTER 6063-T6 ALUM" ,, ` ///,/ / Al 18 IC-O01 SF-$308 +x DELTA FLUSH BOLT to TOP 6 BOTTOM OF LOCK STILE) //%/ �/� 18 iD-6E1-a -�4/OeS Olmt LOCK/DEAD BOLT SET KYUCSET-SeNes 6�T �` /%: e7p•/ // RO FD-621-a NC-oe4 DMR I=/DEAD�r SET SCHLAGE-Sanas FSM CCM \ Sid lite III FD-681-a HC-t124/02S DOOR LOCK/DEAD BOLT SET DEFIANT-Sebs 831Be x FS-033 L From InstaiL Screw-Heed 3/16•-TAPCON t See NoleW $ W41 e3 • FS-038 AT I prom Instau.Sc".-JW*VSLl 5/16•--TAPCON Clea NoteiO __- _-_ __e4 R FS-OM FRAME ASSEMBLY SCREW 412 X 3/4•PM-PHIL as ■ FS-*e RM JAMB ADAPTER SCREW 610 X 3/4•PiN.-PMLto- 86 FD-04 LII-171 AS REO'D. V4 RAND ALUM BEAD-11/16• 6083-1s ALUMINUM 6, s 27 r FS-043 8 'i 10 ADAPT.ATTACK SCREW 08 X 1 U41 FM-PNL ANCHOR- ' 3�{(4 0� 1. SEE ELEVATION AT SHEET f OF 6 FOR 2B r is-049 2/Pare4 Dok*ie Roo Absently Screw SArxe V4•Mor Serer 6 Nut ANCHOR O.C.MAX. SPA:Ntt AND LOCATIONS. int sideUte> to 3/r /e 4 y.e9 • ■ 111WIL NEUTRAL CURE SILICONE Schme-Khd SH-5731 2. SEE SHEET 4 OF 8 FOR iNSTAUATpN nc �neU tnnc4lve;rAeU 30 REGM NEUTRAL t sateiME Dew cw nhv a" 3. SAME ANCHOR�SPACM 0 FRAME HEAD&SELL e0XX0" EXTERIOR ELEVATION 31 ■ r NVAL NEUTRAL CURE SILHUNE Traria$-300 32 r r AS KWIL LnNnoted Moss we Flo 5 Dupont-Sen Close Plus NOTES: 33 ■ r AS RMI, LW&4ted Innes see Pg.SDupont-PVB t}QUAWPIBB WWW&MUlJMX PANSLS(6831 EWATIONS) • 8}4VAIJFM UNITS WIN AND WITHOUT SIDEI.IlBB 1).THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING COOS. 34 x ■ AS REWL LentmtoM Glass see Pg.S Saftex-PVB }.. 0 MAX. FRAME SM 146 1/0"w.X 98 9/4"6.OX30 Z).CLASS MEETS IEOUtREMENTS OF ASTM-EI300 AS PER CHAPTER 24 OF 35 R HC-Ne ZA'*Mt PAM AS87 ALCM PLATE 1 1/8•x rx UB•16063-TS ALUMa 4 BIT&INT FALSE COLONIAL NUNTDti APPLIED W/BHJCONB. THE FOC 2010 CSE. 36 ■ HC-004 aPsml Ponet AsWy Fullt Rod 3/8•Ds.-800 Rao Kate.F Art 6 40ALIFISS SU161-B ON DOUBLE BOTTOM BAUM 3).WOOD BUCKS BY OTHER$MUST HE ANCHORED PROPERLY TO TRANSFER 37 ■ FS-III a IUHIGE ATTAC!@IENT SCREW tl10%3/r PK/PML 8 MAX DAYLtIE OPENING WIDTH a s LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL ANCHORS NOTED ADM AND 30 a FS-W le SIDMITE ATTACIOIENT SCREW 010%i•PWPH1L.-07.cc Max.7 T HA DAT�IIR$OPENING BEIOHT a tis 1/B" 4) DRAWING DETAILS AN EM Nr T BASE MATERIAL SHAW BES 8 SBE E MATMN AT SHEET lot$FOR MAX.ANCHOR SPACING BEYOND WALL ORESSIIG OR STUOCO. 39 HE-006 &V03011014 G/Jnnt I/r IDs.Hots -Won 6-6 MICRWLASTICS-Rockwe14 9-79 B ALL DDUM#NB SPINS ARE IN DCERE 5).SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 40 HC-O07 ePPDff7BG11 eA%.A 7/B•Din.Hole PkQ- 6-6 NICRUPLASTICS -Rock HAI M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 6).ANMRNG OR LOADNG CONDITIUMS NOT BMW 1N THME DETNLS 41 ■ LIC-010 VRMT FLUSH BOLT Sal Pkg-WM 6-6 SUNCOPLASTtCS G¢.Rack"U.M-79 ARE NOT PART OF T19S APPROVAL 4e L-913 LII-O86 IAS RSCA V8 RMRD FALSE ALUM MIM IN 6063-T5 ALUMIWDI 18MATIONS: 43 ■ r AS REUM INT FALSE APPLIED HURTER IES•X.fir STOCK ALIMIMMCtaw� 1). MAX OP d 188 PSF W/(4)Surface Bags&Moss Types a B.e&M, 44 L-915 FD-623 REM FRAIL HEAD 3MD0 OETALS SIEAC PLATE 6063-T5 Ata01-4•tang .. � 2).(WSJDSP TION W%z SHEET Lack 8)etNre)+ (zy senaea Soft of I.news 45 L-916 1.11-117II-Il7 REO'A FRAME LOW SILL-OPTIONAL 6063-TS ALUMINUM z-g/, 4 MAX. OP a 378 PSF W/Flat SBI&must be used:hare w0uw infutroibn is 06 FD-635 HC-= 1 TVO-POINT F'u13HBO.r LICK �OPTIOINAL t FOR./-76.0 pof UPf rml nWA4rsd of opadng is protected by owed"ratio 8rsole,thou oro. 47 FD-626 FO-686-1 20onst FLUSH BOLT OMAUM ANGLE I V8'x 1 1/2•x 1/8•Aww 6063-T5 ,,5666991 e9P40ejo, a).MAX (W> 388 PSF W/Mtdti-PohNt Lock(1-oetivs)+(1-poseFe)of Itgnt6ie 48 iD-627 CD-627-1 2/Pone1 L--Paht Lack Holt fxdde ANp.E 3•x 3'x 1 UrN t/r Aun.6063-T5 Notoot 49 x R REVD. .Joint Sealant-Whsle Cater" Tw"Ni Ce.•super Seat � Revision, comp �l 1 V F �®1 8 ee, .a4A/ROelOed t0 mapty w F MH84-ll Ii� BSOt NMI 90th $t. se FD-M HC- 1 SET LOCO ACTIVE HANDLE 6 TRINSET ASHLAND IVSMNA-A $ L s�to comply w/PSCI0T a added MEDLEY, FLORIDA 33188 SI FD-637 HC- 1 SET MIA.TI-POW LOCO ACTIVE ASHLAND OWMID-STACTS �* 1k toted map 01/80/10 (305)696-8680 !W FB-640 1C- 1 SET LOCK PASSIVE HANDLE 6 TRJXKT ASHLAND§Wse01A-P sad malt-Polst Look 01/87/11 pWWAcnm OP 4IMUry ALMMM 11010096 AND 0UW 53 FD-639 IL:- 1 SET HBILTI-POINT LOCK PASSIVE ASHLAND tlH5110-STPAS4 • to OKA*w/8010 PBC a—amen Pap axe FvW Mae�w 4ti•Nne/�� n— sore 34 FD-641 ICC- 2 x Parol MWtI-PeoInt Lock Balt F■dde NYLON 6-6 RsckxaD M scab 79 a anto+�, Oaa KaW a psYleT H 4IooR 1 0P 6 55 a FS- 4Ak4WP t Dade Attschmnt Fosterer 06 x 1/2•Px/PHh_ . O tO r Ne600 Eyaso of 1t La Porte Impact French Out—Swing Door 86 FD-642 HC- 1 x Lock Lada Top Haunt Adapter NYLON ADAPTER oYO1 NaHen ETaso 0j7W"`tB S7 FD-643 INC- 1 x Ltrck Lock Batton Mont Af~ NYI.WN ADAPTER 06t. p°"��' FD-2003 .p. t10 718•ft.W4t Vigth 73$/16•ttmo6rtlt vWth 74 118.'!loon ibtlt Wt10 I"tt Vidtto Vlgth ^SII EATax � A T C��16 nn^' 'I A � T Lbdt With s T I A a 1 � 1 ' 83• P n � 0 i P A ' P Q B t�1t a U 11 1 ' p%r 1 B f 0 $fib " i/.. i/.•.• /f..• " /..% A acttse 8� q ab tl q a 4 L of W A A "OXO" ELEVATION "70C" ELEVATION "OX" ELEVATION "X" ELEVATION "0" ELEVATION t45 1e'ft.taut WWth APPROVED CONFIGURATIONALTMIMMATS 8 g A� f c xt X15"ria aA c 35 9n6 Inn 1'V1�EL XEVAFRob1T1DNTHE�ofA sCWE rargM •r ru7le•nIPACr Rl offl5amac Woos-ns$pil+u6D cNA67' .. 2.pFFALSE COLONIpAyLpptaa0Tai0 ARE APPLIED 9//SILICONE UZZ N 0 •Kpa PAL'f8A1' 01A86� 81486 O'LA89 3.OR D�1�.E BOTTO>11�SINOI.E BOTTOM RA6. sA (DUN "&`B' Ovem 4YP8"6'4'YP8'C"'17P6 sl6ra•air• /+We +/�f sorra• +/-M+/-tvs"V-pan P aS 4.OUT-SNtW DOOR WIDOW INSECT SCREEN. to t/41 5 !860 1113/s. .76.0 •76-0 .760 j 16 U4' S !86A 173.116- !760 2760 !760 as U4• 77• S !86.0 23 3/16• +960 .76A 17" 3Y"3 C .,, D/.. B ..\ D 28 1.4- 5 ±86A E9 3/161 •768 .766 :76A •.i 4.P i%,/ ,%� %%�r 30 U4• S to" 3t 3/16• 1 576.0 06A 1 t76A q q q 34 1.04• 3 1860 V36/nI6' !760 •76D !760 qq t0 I/4• 6 !86A !760 !760 17U tl l6 1/4• 6 •860 NBA !76A 1760qtd8ttltoFktMi6 88 U4• 93• B •860 !760 +76.0 1760i% '%,.• LH �/, 12-012 23 ae 1/4• 6 !66.o .760 !76A :760�/' A+ �Qq3 3o V4• 6 !86A 760 !760 NL34 U46 •86.0 .T6D +760 _.760 p n •OPEWtBIE PAtQI.M68T WELT Apps c- r QTS PER tt1O,0010 060E 0 a N •0 PARp8fMSIS tax OF AUMN AT I&=A9a1. Nntaa �� I�' a 7 ®1 d '•, lLavmaa to 4em*w/rear alA"" 1 D a=33186 mmr ea/as/to fans) MA Matt-Point Look m/8?/tt " " ISMICn f>mt Or 6DAMI T ALUNDW 00100 AM allM D0086 OXXO" ELEVATION *• it: to—Ply tt/sato F8o ,,,,�,, �„ ,,,�D•tadta ,� 4a"6 ANCHW NOTES: ? MOA a' 'u. 6nta:T 12D=0000 2 m 8 1.SEE ELEVATION AT SNEEi 1 OF 6 F� i9 Fes: t4eloon ttlue 01 It "La Porte" Impact" French Out—Swing Door ANCHOR O.C. MAX SPACo�ar AND LOCATIONS. ,9? Of v Ate.evwt. 2.�'4 OF 6 FOR INSTALLATION •� t q@�.•`�,,• x-t—�+o of 6 7'/PES. DA7B �..''�"•DOS &oat"n.ta "�""Aim"" fff"'m'°"` FD-2003 ejeeetltaetat°°t ��//•TPppCON9W &&rNDTESEDE FM SPACNW 5/1LOY�1/6p•�TAPCOONNgW R x CRT.)WOOD DUCK INTERTOR SIDE CSEEI NDTEs FOR SPACING) U4•PAXSHIN TVP. 3 4 3 LOCK STILE 3 4 •.M,+., B MULLION 19 21. 1S 16 MULLION JAMS 1\l WN 8 17 27 12 6 Rewe 7 7 Inactive B 8 17 Tki 17 12 3 �n'•Y�:. 1 V8•MDa E= t TTP•• w � �''«� � 2• • DLO Width14 Edge a once Panel Width 11 2 12 9 10 1t 14 O 9 10 14 II4 1 �• MIN eMBED 1 (: } O TYP • 0$SIDE D C2 "�`SHIN �/ DX�CO• O O 1 k UNIT WIDTH MIN EMBED <TYPJ 1 Acts 1111211110t ems• WT1tR1DR tae1. SEE ELEVATXIII AT SHEET 1 8 FOR Inoctwe Active Irmctwe I ANCHOR O.C. MAX.SPACING AND LOCAT04 8 ; TY2.�4&PES.8 FOR ULSTALLATION , E3 s \ active Inactive Q L_J O L_J 1 lZPTIONAL BOLT®TOP BAIL LOCK STHLS W= FLUSH BOLT LMT STILS 1T19'B T®0-POMTT LOCK I g & FLUSH BOLT a 811111ltormDoa sm Active Inactive / S ® B 40 1/ sill 17 I (•) OPTIONAL SILL I j•. it' MOO ENDED BiTERIOR SIDE 1 OPTION_eL BOLT® 801TOM R_slt ��9/�13//6•T."';W, riP ErfERIOR SME t SEE DETAIL E3 FOR MMXTDM LOCATION> CSEE NOTES DELOV nM SPACING) FLUSH BOLT& (el RIAT SILL NOTRe 2 l L-A_j TWO-POINT I=LIMITATIONS: DDIIRS 6 SIDELITES WITH THIS SILL TO DE 95 V4•MAX.FRAME HEIGHT. S 7�T TWO-POINT MQLTI-POINT 1).MAX. DP - 386 PSF w/(4) TMS TYPE Or _13 HAX.OP=!76 PSF WX OP.t88 PSF Sdrfoae Bono&Ohm Types A. S.&C. 1sRST USED SWHERE VATER NFILTRATMN IILL IS LLVATED In-f-76S S N TREOUIREDDMt THE OPTION T. T11l=IC DF'.T TIC a)'MAX OP. *76 PSF 1N/2-Print EXTERICR OPENDIS IS PROTECTED WITH AN EXTENDED CED.DO OR NOW L�(�i")O'(2)Surface edits 0 InoctwW a t*:!A.NO GREATER THAM OR EQUAL In THE HEIGHT OF THE PALL HERE'THE IS LOCATED. 2' silt height ° Sntkan l6Neac �� WS A ' BILL r�.•.•' °,�° ♦♦ to o0mpir• IOIC8004-11 OI 06 Td6'//FD®// 1`,l/ �Ot MM 90th Sl. ♦ 't:•'• ♦ Reelsed t0 dem • I�IS00Y&added 4:y :!�{;;•.,;a '•• °A., �. S•dl♦ II(P / MEDLEY,0~10 ttOR�eA 33168 • �••b"• „y s •i'•.• Q Olen (30S) 898-8860 ''.+~•' ••y''j. +•f..l }'ltfia'EMBED• PRODUCfRBYIsI� #, • A¢ Iktlhtbtdt took Ol/E7'/11 JMNDPACY1000 OP OtMNHrF A&VINWAY l7MOOa'S AND 4Z4 DOM T� 5116'TAPC�NW esetnpb4VM eeph da tC to comy V/Soto Pw IQ-OI0 f_7 � AAam/aveBdn.Aero. fRdWrM mooadR a eF sIs xiNS L FOPNpHo 9p� oR �o .wNeian Rnm OI 11 "La Porte" Impact" French Out-Swing Door OPTIONAL - 0011FITZ BOTWH ♦9'0 .. O �"p��2°°, °`001 AV Nelnm smo of la RAB- --OtrN{yn. ) 1 °` `wad A." M-2= swwel rw.a •w 9/I6•TAPCIIN Yp/, 15/�1�6••T�APC V., tEIUV S IACM Dn=OR SIDE SEE LDV tier"VACM •; 3 INTERIOR SWE IN'PERIOR SDIB •`' ••' / 3 ._ .`�'•"` LOCK STILE } ° r 'Y LOCK STILE 3 ,fig 19 21JAM STILEg •':t' JAMS19 20 21 t z 463 2 :'' 'ro•"� 'y 1 6 7 8 : ;; :. ..mac•,.•• 3t :. %:, to 17 7 • AZ;Uve ACV" 0111712 0 E MAXSM. uNtT Y TH 1 �• O x O EXTERIOR G2 2 EXTERIOR SIDE KINTEMIBED UNIT YIDTH 3 lS7ElE)DOR SIDE 50 51 IN1ma 81DB ••a r m mN ma. SAW TAPCON Y/ NM LOCK TAPCDN Y/ LOCK $TILE �SPAC90 11137 �E ao PACDtG 18 20 21 3 4 'gel•^ca}"I'•�-.t a ;w MULLIONP TRRVMW •a t^!' : '•yr a• •+n•y Bt'1TBMOB am es Yrs om Flows ACth e I}• 2 CP.T.a ..t•MI :. •s••a•1'w•'• 1�A St 7 6' I�K+�01Z7- MIK EMBE •k' t6s BUCK et:-I ;:, a;i••a,. 12 g TYP ACtive, S101ell 1 V4*IWL 1 1/4�'VAX SHM TV. 1( LOCK STILE HEAD SKIN T'P• HEAD 61RBItlOB 1KDE 12 a s 1 O738 12 A! 138 12 14 INSTALLATION RASTENER.R NOTE.G8 3 $Ideate •tY BIICIC MINIIAIY F SIEM ENOTM 5 5 1 6 Aser to aoeh a jonbs O HFAO s/ts• x 3�/2' TtAPeoN(+) -1e tots per eMwlee a EKrrotlaR lEDB ��JAMs/%ts' "x z2ts%a• rAPeoN)(y J F INTERIOR�E � 5t IErP�wE: MULUON&5/16• x 2-1/4- Long TAPCON(•) f. 2 53 (•i TAPCON By nucaLaRADMAW s 1 3,LA a s 1 LOCK STILE BUCtt• a.REtgnBEp F erose Mrrw S7 HEAD 5/1/• X 3•twn TAPCOtt(•} 1y'I �i BIITERRHt 8D)B $0.L: 8/t6• a 2 1/4•Lo"TAPCOPI(•) a § a a Acwe ' ' SSS$ %I6x z 2 1/4• ia* Lonq Wit•) a o DVTBRIOR 3[DB 1 [•1 TAPe�T Br•Rt11o•6R'lamnmr ..1..� 17 I/•r—eG f � NORB.4 ALL FASTBNRRS Y/1 tie NBd.1lMHEONENT. 17 AND I/A•MAY. SHN SPACE. EXTERIOR BIDS i6 1 •ALL TOM L&00T'B8•1.•6Pilmm An MOBlHlMB 5 2 i241 EXTEWR SIDS (on WMATION AT BRBET'I of 6 POB ANCHOR MAL SPAcm AND LOCATtON8 13 12 ) _L ro Ravhion Notes: ��///ppp TT(((��yyy /�I 77�� T O 23 B 1 000 se b eomp)♦Y» -it-jaw �� /L/ BSOt No 90th SL ��!�� Q 'v •.�tp�e to�pLP»/Film"&added 1 ti MEOLEY. FLORIDA 33168 SILL .++-•;,l•1819^t am"ot/8B/l0 (JOS) 896-8880 Slu Molt-Print Loeb 6t/87/u l&L"FACYMM OP WAUTIF Ac►WMM V03,010 AM a, MW t .,; ! , . • b oemplF•/8010 FSC• •I.".:3:i• , : •Y•� :?( j wmo M Aoa am® aee arro»la aearo Aaw BM* ' 'k"' .• •• J WA APf�YOYAL BRACT P9BNd1 OOee ♦a 6 y, µ,gyro.'+.-• �� i•1 }' MIN EMBED• ''.z! ''` �• '. a I �' MIN EMBED i•I1• OF .gym 1e»aaor » » » .. TW •� ro ;.•ro •:;:: ,••; ?:,. N ,p ••�. NaieoaBtaeo oI 11 La Porte Impact French Out—Swing Door 9/16'TAM=Y/• i� ••( P oo a,®.Ap ca» ��•pyo p�g�� •� RLQ. '�0s Nataon Braso of t8 fSEE OI&TALLATION N=9 t'mt SPACINW Da /~ ®�� Bain 4 Ayeeu IhmMn wauo»I�qm s M4as Gw! .p ••-•••••.•• SICILnc ATTACHMENT smut . I°v. SCREWS pe - IC4mR GLAZING TYPE & DESCRIIr1n= - uH a r AN/aNL. 4' INTERIOR SIDE MR Rla Adapter �ala�nl DepthA. fm DBGW -KATMiE-Sf14P rllE eP � I 3AB'Annealed /' ... 2 6Mv na-Nt SOP intartaver 7,17VI- 3 3/16'ALaaol-e a� Lemlmted Man i ® Du nt-Class am _ Dy Dnpant or Saluda Aawme el 1 11 am Ae1B TL 'A'L'B'or C tn811 t/B'ALrMeatea AWE FRAME ASSEMBLY DEFAME �E�/JAMB ATTACHMENT DETAIL �TABLE w I6AWM rTP9 6 6ESCM" e DuPont PVR Intortaver 3 110'ftnVoled Aaxss RICTERIOR BIDE 01A tees - lase C SILL SEALANT DETAIL �rT ° 14 GLAZING DETAIL 01 nu DBSClMq= Dana -ao WAM m IS UKED SWEAR TD SU ��WY6C I°0°RraE I 1/B wo:-I Ma-- p�r 2 m—PVB mrSbnKVEf brtppNH, 3 IM Mast-Stranef WNHO M-R-am ayq r ,` DITERIOR SIDE • HaW Anaamm @01-W-9Adapter GLAZING_TYPE & DESCRUMONS °rPTM W6 SCW.W yrrAA"a„ 0/10'raauaated ales- 3 .940 A Lamina b ntfa - D '�• BCE TASLE V/ ?� DETAILS vi • aAElM6 TrPE a naatrormw 1 VB•Meat-saaptawl.o Bbss Lweit 8 OW win P t,ar Iaaa NHM4E tax TO am sra,E x 0 ;I � )�SSu', 3 112'tient-StroregtNanve tBoss / 1/4-1 1.an�eulat-d a ua•WSULAND AM SPADE t ° Air. pn/o 340 0 A Lsmimtad Olap Solntia O asro srel corral Ne10t AnAaaalT aw stn TE rra$t-1'- p Bond SMM SII Ase tAto u Duro SR-4 8r<ode spacer /� '� t � i '°•"' °M/°MM PANEL ASSEMBLY DETAIL Ptft e a.*�e-em--rr3sr7 �% I im Meet-strR,MotMeam"ss e 698'Dicot slt' ® ya dig 8X1'ERIOR 3 wr xftt-Itron4ggmd Bns M7iafi 11HLC mVEQ--"° 4 1/4•INSULATED ADE BPACE ° GLAZING DETAIL !I2 s low rE1PE4ED rdASS114 am M 09"L aMt�am WD SERE1114 SHE WO METAL swer a aNETALL STRICTURE ' a m ra-77 BEE N=s FDR SPACW4,IIS VICE NBTES FDR SPACIMW 1-tMW Saw DIST. II�pV p.Ty pa,> I• EDS DIST. try.36 K$1 MMIC) I�1'ER TD�D B MM:CR I IN ACT W MUM + IDMI-DADC NDA TD BE PLATED DR PAWIEm _ V4'MAN4 T SIIDI TYP. 1/441 NAM.SKM TTP. + + + +1 PRODUcrRevow r ttUb Ota l0� •tAPI Bt c 1 va IKN EDGE CST V2•MIN EMBEn V/ 1� 1 MOTES F SiMC�iam r csEE+�rEI FDR SPACWw 3/16•r/aPCRN V/ rrP DBT n ASSEMBLY DETAIL VI�NC. TO BE 3 KSI MWWU41 P.T�( Q t•rR., •.r�"tt a.��• K:� NDTE 431 ` t •�A.,a o Revision Notess * «��"':;+r .>�, w Revleed to aempl�w 1LOM-i!01 00 8301 NNt 90tA S! �•I• & _ > to mmpb•/ It added �14 S O r 6tEDLEY, FLORIgA 33786 wmkw ohm 1/4 T'MJ sMRI TTP. H TV. � t�LO�t'o DI/89'/It MAA�ICIMM Or 4DI/drY AIGIAM0X 11/NOO��AR6 arJ86 ODaRB SP ,. Ip ' a to am*w/$CIO PBC aa"mm act mar wee�mw aNr�irHAra Ass a�N.e TA � MDA APr>�N, awAor rRCKaI Deal 6 or s aBTALLRTtaI DET MAr awLr iiil� �. � Nein"Bram OI it "La Porte" Impact" French Out—Swing Door P.aero/oaA IrcAD FRAME LNSTA•I.ATION OPTION DETAI S °N°Y1i a° Nelsen Bram °p IB DATE rapt ILt a a"t a.a` aM'an 4=-� ® b75 062T 460 gg .�6 496 A74 .127 667 acAZINa QUARTER ROUND ADAPTER g g FLUSH BOLT AND �L-910 ®(il/18y READ g 8 gg g O T1/0-POINT LOCK OFD-834O PANEL HINGE 8TILH � O FRAME HEAD 8 B 48 ANGLE GUIDE t3 8L-907 tate---I BL-901 m b ` #FD-027-1 ® ' - 419 .730 ee6 �—4497—� -�-- E _f`— —r D99 1250 1.500 �— eam—� �--� 1 408 464 ' 1z4 Q1IARTBR ROUND 1.750 475 8 lL 11 10 $ggpD T d gg3 g I= Ir.070 sm �.----4500--I i FLUSH 13OLTANEL ;;-K, — O PANFd,IASTILE O FRAME SILL. B; z 47 ANGLE GUIDE 6S6 gIr908 BL-M 1 1/2'LANG L #FD-M-1 ae� L73 L750 tate1-71 J . Lc rA Me �6 n L"�.1Tc1iiTVE 1.es0 0(1/auaEAD ARTER tmo —! OL-911 Ale t1 III (I 21� .. 9 t T-5 1- g Lal h--4=----1 • .•� �HALF Ro1IND I .oae T 4.�0 i 8 42 FALSE MUNTIN O RAIL ADAPTER We .5m De e0 t 1/e• OL-913 IL.-909 4 JAMB ADAPTER Ma 400 I O BL-904 ��t/8• F at T I �f . '1 ORI mPin tb St $2 3 SIDEUTE PANEL FPIIC Mk* Na 7400.76 Ia12 4448 ALUMINU!!PLATE w1ur ARM ®9•LONG DM=v rH&ftN*A•.tOwa 73 DOW �� 436 ryrye� - mO0es0e.8m.P9 160 D438 B PANEL TOP& TRI16EJAMB xMrIVE ITWNDIE M0kdW@ M*vWC0,Ps 7W D438 O �L-BOTTOM L O #L-9W a O�FRRAAMMS HEADRIMSPLATE 915 t cAL A87Mt8D. 1.ALL DIMENSIONS SP&R+®AIM IN INCHES R4ee Danroreterltmdoaa W.10 eea 7! DaZW 9 .100 SpWftoasdty 1.43 D-M 11,SSE WMATIDN AT SREST 1 OF 6 FOR `$ Taas8amm*%.PSI 1640 D-08 ANCHOR O.C.MAX SPACING AND LOCATION ^1 Ubm"Ebrswm% 321.0 D438 PAODUCTRSVISED T1 AS >damms®10011RIeegmlm Ps 7619 D49 e, arRhOroFIaBWu �--< 9 --� ?� �I 40.9 D7ra .p y,23 O FRAME 1A1Y 9DJ. nj j /20/3 A-919 ® 18 98BB8BBp REFER TD WAIL*W AT SHEET 0 3 OF 6 ® 't. J BOB PDR AODITIDNAL NOTES AND LIMITATIONS, �� a o, Rovtaloa Notass ,Q �g��TT 777��p,, ,� F i� lterised to asmp87 w P9EOoI-ll 1 /Q 8501 NW Nth St. La O� V... r - P� "M ' is aompl7 w/P8CA007&Wad A MEDLEY. FLORIpA 33188 b ST • *d ImmlaBed OLsfl 01/89/10 (305)898-8880 Moil-lbw I"k 0 sranacss CT[a 89Lr w 1/07/11 ylA®p gglp 6 Aa v WA.6 Optional Multi-Point Locks ' > a,.e�an 1 d to wmpty w/2010 pr40 "''�„ A 6 or 6 OPTIONAL B&0 PSI DP) a OQ.,�a� �°B' 1101904 Eruo ,0 " ®.�-Pow.IACN At:swe t� F, 1.«k @INACTIVE-PANEL �Rlp r� of a La Porte Impact French Out-Swim Door LACK JHC-080 ASHLAND RV51t0-S1. ASHLAND OV5130-STPAS4 1B FLUSH BOLT#HC-001 w«..e ee 0imai°p �e 78.0 Put DP) IWNDLE& ra�T ML HAME&TRDISES NOtBgII gram Ol 18 ASHLAND OWSM-A ASHLAND OVSEDIA-P DATE 1 `n.t.& Abd"' °�0A0st FO-2003 Miami Shores Village 10050 N.E.2nd Avenue NE y „ Miami Shores,FL 33138-0000 ; ,�� Phone: (305)795-2204 CE � Expiration: 12/27/2015 Project Address Parcel Number Applicant 103 NE 99 Street 1132060132180 GEORGE FISHMAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GEORGE FISHMAN 103 NE 99 Street MIAMI SHORES FL 33138-2340 Contractor(s) Phone Cell Phone $ 25,910.00 Valuation: ADANAC DEVELOPMENT AND CONS' Total Sq Feet: 00 Type of Work:REPLACING EMSITNG WINDOWS AND DOOR Available Inspections: No of Openings:28 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.80 Invoice# WS-6-15-56153 DBPR Fee $5.70 06/30/2015 Credit Card $395.00 $50.00 DCA Fee $5.70 Education Surcharge $5.20 08/29/2015 Credit Card $50.00 $0.00 Permit Fee $380.00 Scanning Fee $12.00 Technology Fee $20.80 Total: $445.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurat and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n ed contra o t)'fiq ork stated. June 30,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 30,2015 1 I I i BOUNDARY SURVEY Property Address: 1 Q3 NE 99TH. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: Lots 15 and 16, Block 16, of "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami-Dade County, Florida. SURVEYOR'S NOTES: 1) T6 above captioned. Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17 FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is; 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein-described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be noted as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami-Dade County Benchmark#N-568. Elevation = +9.65' 15) Flood Zone: "X" Base Flood Elev.: IIA as per Dade County, Florida. FEMA Panel Number:' 1?0652-0302-L-SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed Party: A) GEORGE F. &NANCY A. FISHMAN B)M �;URVEYOWS CERTIFICATE: i I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. I I I Field Date: May 14, 2015 , Job# RP-15-426 Pablo J. Alfonso P.S.M. Professional Surveyor& Mapper State of Florida Reg. No.5880 I LAND ® U R V E Y O R B , INC . 6175 NW 153t° STREET, SUITE 321 , MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 I Page 1 of 2 FMOUNgARY-S[IRVEY-NOTESl103 NE 99 STREET-MIAW SHORES-NTS.doc I i i , , BOUNDARY SURVEY SCALE: 1" = 20' , i r� LOT-14 BLOCK-16 LOT-13 BLOCK-16 e 777, Y} t C e O �ttu5 4�� -. � � ,�+"a..a rk . ��'. t �4� #' a Y 1111',i ^y,r � t � � ,5.'�i �ti �: ��r �'`�i�=n° �"� �Wl�k �,..,.:� •_>S.. .._3:,c;.r�- x.,r i � �`7 ��e��.�'��,•,FF� O � 4' CHAIN LINK FENCE�� + O°' iw N 0.2' • o w 26.80' 18,4• I m 89'41'07*7 50 a' 89'41'49° ®, mom• �.� GARAGE LOT-15 BLOCK-16 F.F.E= ++10.99' ;i DNCRETE..�� N N '° '.'.nffi• ° �0 6"R 0.3' 60.5 �+ m 26.80' ° I ZW m, nm LOT-16`.e LOCK-16 5.e' 6' . t0 0.5' ca I " , 11.75 Y -0 C7 w 67.920.00' m O ti 20.60 m 7 Y y� a: a A/C 2—STORY o �. UNIT o a b .40 RES# 103 M ' 30.0 6' 1'�' F.F.E= +1275' NQ 06� 30.40' 5.5' �1�4 a'• 5.00' z I PLANTER x'`O 1 �r 410490 m. a tx I N A 71 a a: 90"18'53° FIP. 1/2 a vs > '�'�� m `' s r �i9.7 • ' JIQEWAi " ' :.°...FI :"14 0I.U. 7 r yk XXXX r 22' PARKWAY TP w . '"i - ., ,�"�,,, is ,..+. k ;. racysq' �.=d•:vit �` y 4'r aka - ,. k'M' m-�'a -,ia� '.._"'. - y ,.� '' :,vs„ �'r .3. �.. ....:,.... z .amu. x "' �, k5•• r' r ':2-� res � ad�:� '� ��,��'� ..7,* ��' ta�ay. J x i LY �y♦ � � �+ ,�x,'� �',r`ar �+a1r� Gx?�h�,�,��s ".,�� T4 Cox• 1 R "',-„k u " . ' � + Existing Elevations LEGEND � =Catch Basin A/�ao-Conditioner Cana=Concrete rn ox Overhead Wire Line ® =Water Meter C.B.S.=Concrete Block&Stucco A=Ara ® =Eledrlc Box D.E.=Drainage Easement BR�B�n g, f Wood Fence Q =Sanitary Manhde D.M.E.=Drabnage Maintenance CH=ChardEasement A-Delta g x Chain Link Fence k =Sprinkler Pum F.F.E.�Floor Elevation L-Length P L=�9� �=Wood Pole Pip/Pi R=Radius � Iron Fence F.I.P. =Found Iron Pipe/Pin �a 0 -Cone.Pole FJJL -Found Iron Rebar T=Tangent —Monument Line =tight Pole F.N.-Found Nall F.N&D -Farad Nall&Disc Centerlfie a�Hydrant LM.E Easement Water Vane L.J4N D B U RVILYO Ra. 1 N�. �Property Line tll®=Inlet (M)=Measured ®C.B.S. Q-Florida Power (P)-Platted PHONE: 305x822-6062 • FAX: 305-827-9669 Lght Transformer Res.R =Record =Residence 6175 NW 153rd STREET SUITE 321 ® =Cable Tv Box MIAMI LAKES,FL 33014 ® =Electric Meter Box �'�=set Iran Pi I.I.E. =umity Easerrnenteit Page 2 of 2 i i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMER13ENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Aloud l'mwm.Program Important: Read the Instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION C :INStlRANCE`C4MPgNY USE Al. Building Owner's Name GEORGE F.&NANCY A.FISHMAN 'eltcyRurber ; f t A2. Building$treat Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Ctirnpar>y NAIC7VuMba 3h 103 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parol Number,Legal Description,etc.) LOTS 15&10 BLK 16"AMENDED PLAT MIAMI SHORES SEC 1"PB 10,PG 70 MIAMI-DADE COUNTY A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25.866331°N Long.80.195243°V11 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach atileast 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1148 sq ft a) Square footage of attached garage 570 sq It b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or endlosure(s)within 1.0 foot above adjacent grade 6 within 1.0 foot above adjacent grade N/A C) Total het area of flood openings in A8.b 1595 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES-120652 MIAMI-DADE FLORIDA B4.Map/Pan'el Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086 C 0302 L 09/11/2011 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2011 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA ' SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building eipvations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations'-Zones Al-430,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:MIAMI DADE BM#N-568 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of Bottom floor(including basement,crawispace,or enclosure floor) J2.75 ®feet ❑meters b)Top of the next higher floor N/A. ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) �. [I feet ❑meters d)Attached garage(top of slab) 10.99 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.04 ®feet ❑meters (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 10.4 ®feet ❑meters g)Highest�,adjacent(finished)grade next to building(HAG) 10.5 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A. ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. r I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 9009. i1k3AL® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes [I No Certifier's Name B GOMIS License Number 6231 Trifle SUR O & PER Company Name ROYAL POINT LAND SURVEYORS,INC Address 61 1 55rh STREET-STE 321 City MIAMI LAKES State FL ZIP Code 33014 Signature Date 05/14/2015 Telephone 305-822-6062 i FEMA Form 33(7/12) See reverse side for continuation. Replaces all previous editions. i IMPORTANT:In these spaces,copy the corresponding Infonnation from Section A. ) Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 103 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 i 1C KLoft SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATITUDE&LONGITUDE OBTAINED FROM GOOGLE MAPS,CROWN OF ROAD ELEVATION IS+11.14'. ELEVATION NOTED ON ITEM C2-e DENOTES A/C SLAB ELEVATION. i i I Signature Date 05/14/2015 I SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) i For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). i a)Top of bottom floor(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑below the FLAG. b)Top of bottom floor(including basement,crawispece,or enclosure)is ❑feet ❑meters ❑above or❑ below the�AG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next)higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. ! E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ®feet ❑meters ❑above or❑below the HAGi E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this Information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community4ssued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name i Address City State ZIP Code Signature Date Telephone I Comments i I ❑Check herd I attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) i The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items 138-1310.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,ori architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following Information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction [I Substantial Improvement 138. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum i G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum I G10.Community's design flood elevation: ❑feet ❑meters Datum i Local Official's Name Title I Community Name Telephone Signature Date i Comments I M Check hers if attachments. i I I FEMA Form 086-0-33(7/12) Replaces all pre'irious editions. ELEVATION CERTIFICATE, page 3 Building Photographs rap hS See Instructions for Item A6. NnORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 103 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo ra hs date taken : 05/14/15 FRONT VIEW REAR VIEW N 4„ LEFT SIDE VIEW REAR GARAGE VIEW r i P y i i 3 FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page _ IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USEV Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. GARAGE VIEW N/A VENT VIEW N/A FEMA Form 086-0-33 (7/12) Replaces all previous editions.