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WS-17-1162 0�1`h4NO-WS4474 162 'Pot 7 1fin Miami Shores Village low� utkers yam: �� 10050 N.E.2nd Avenue NE ork Ctasicafrc n:Window/Door Repacem " n' Miami Shores,FL 33138-0000 •�P— �� Phone: (305)795 2204 Pr?r771t St'at4s A1P1PR �'torcty� .412 Ii v Expiration: 10/24/2017 Project Address Parcel Number Applicant 524 NE 106 Street 1122310140210 Miami Shores, FL 33138- Block: Lot: DAVID SHIMKO _ . _ _ Owner Information Address Phone Cell DAVID SHIMKO 524 NE 106 Street (786)236-8665 _ MIAMI SHORES FL 33138- 1 524 NE 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 10,418.00 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 _.. ... Total Sq Feet 0 Type of Work:REPLACING 6 WINDOWS AND 1 DOOR TO I Available Inspections: No of Openings:7 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 $6.60 Invoice# WS-4-17-63834 DBPR Fee $2.55 04/27/2017 Credit Card $ 154.70 $50.00 DCA Fee $2.55 Education Surcharge $2.20 04/27/2017 Credit Card $50.00 $0.00 Permit Fee $170.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $204.70 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 ' rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, authorize the bov -named contractor to do the work stated. April 27, 2017 Authorized Signature:Owner T Applicant / Contractor / Agent Date Building Department Copy April 27,2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ��]1 INSPECTION LINE PHONE NUMBER:(305)762-4949 T� FBC 20I 4 BUILDING master Permit No.�jsl '4` I<I62_ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _52 4 Al 6- I D 6 SE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: (I 'cP d.3/ - Q 7 (9 a/Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Zb wGl s41 M lc.o Phone#:C7S6) 23`• 9�G.9- Address: 6-,;'C/ N C /0(a '.5 T A, City: I I AM 1 5 State: rL_ Zip: '43 Tenant/Lessee Name: Phone#: Email: ^� 1 ,� CONTRACTOR:Company Name: *4X00-QjC Ae) S /QkAll T/Lf�/+b�iA.Wrone#:(,30T).5 73 `,0K/V Address: &&6/ 'yj0 / " S7g!5-/Q3 City: / -1C $M i State: Zip//: 33/ 7 2' Qualifier Name: �B���Cl� Ucrr^t AdB 7� Phone#: C4S) 419 8Aa7 State Certification or Registration#: 3�Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$�0 I �l ag•dD Square/Linear Footage of Work: 140 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 9-r_ C(0yN6 (6 ) (,)►(\O QLA) 6 ) .fogy- To pf4cr Specify color oof(�color thru tile: 92 Submittal Fee$ c..�� ' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C� TOTAL FEE NOW DUE$ (Revised02/24/2014) i BondN. ,Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature'y' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ng instrument�w/as ackngwledged before me this JJday of,I 11 reb�I'``r '� ,20 ,by a-`fr day of /"i 20 I ,by DAVi A SIh tl ko ,who is personally known to o had—Zy r41/44vho is personally knownzo me or who has produced ✓F1*R'AA as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR UB IC: :yt'SCi JASON H SPIEGELMAN NOTARY PUBLIC: MY COMMISSION#FF 99MU s EXPIRES,May 8,2020 Sp— Bmw u,Notary Sign Sign: —7 L� 4-t4-�� Print: ,�ScrJ SFAIff&E:L*AA`fJ Print: HI0JA0gLAr C� MICHAEL MARRERO Seal: °; :tSv4c; JASON H.SPIEGELMAW Seal: S�� Commission#GG 58774 ,* MY COMMISSION#FF 990234 io;= EXPIRES:May 8,2020 • My Commission Expires '•,p;�,,;t�P BondedThn:NotaryPubl(cUnderwriters �� December 28, 2024 ***** * APPROVED BY 117 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) David Shimko 524 NE 106 Street Miami Shores FL3313 Windows and(Doors White Frame / Full View / Gray Tint 7/1611 Impact Glass Note: No Bedrooms being done I c F rM 605 Series -`dlk Single Hung - 15-0611.06 18 7/8 x 38 G) TM 805 Series Horizontal Roller x 15-0505.29 25 7/8 x 25 7/8 °0000' 0000.. TM 230 Series " ' "" • Hinge Left •••;•• •••• ••••�• Miami ShoGF?, ".�,"nrc.��E' 0000.. • • • FL17860.1 � 34 3/4 x 813/4 'CH®a�E® R,� ®ATS 00000° F,v a CIE7PT � . 'ss' . '.: sees . -- TM 805 Seres . Horizont?a AM •� M-P T 15-0505.29 . • • 0••••• 73 3/4 450j% • •0049 • 10 COMPLIANCE WI IRAL •• • e0• • e • 00 D('( ijNFYRULFSAPii) 0 o TM 805 Series Horizontal Roller x 15-0505.29 73 3/4 x 50 1/4 MOEntry Door oNIA O TM 805 Series TM 805 Series Horizontal Roller Horizontal Roller 15-0505.29 15-0505.29 73 3/4 x 50 1/4 73 3/4 x 50 1/4 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ,Allefr,C,60 --20W -?ryQe.6--raOA) ADDRESS: Clq 125 W6 S" PROJECT: LAvi 7 MAP,' 94Dre,S FC® 931360 City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 Roof Elev. Tributary Area(Sq.Ft) Roof Eley. TributaryArea(4 Ft) (ft) 10 15 20 25 30 3S 40 45 1 50 (ft) io is 20 25 30 35 40 46 50 15 + 40.1 39 38.3 37.7 37.2 3118 36.5 35.2 35.9 + 140.1 39` 38.3 37,7' 37.2 3114 363 36.2 35.9 43.5 42.+1 41.7 41.1 40.6 402i 39.9 313:8 39.3 - 7 S1.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 + 410 40.0 39.2 38.6 38.1 37.7 37.4 1,31.0 36.8 17 + 41.0 40.0 39.2 38.6 38.1 37.1 37.4 Q 36.8 44:5 43.4 42.7 1 42.1' 4L6 41.2'':1 40.8 40 40.2 S5.0 52.8 SL3 50.1 49.1 48.3' 47.6 46.9 46.4 0 +142.5 41,3 40.6 •39.9 39.4 3s o. 38.6 ,$8.3 38.0 + 42.5 41.3 40.6 39.9 39.4 39.0; 38.6 Al 38.0 A 461 '11c44.2 43.5 43.0 42.t 42.2 41:9, 41.6 56.9 S'L6 53.0 S7:.8 S0.8 49.9" 49.2 A&$ 48.0 43.4 4Z3' 41.5 40.8 40.3 39 9 39.5 39,Z38.9 + 43.4 47-3 41.5 408 4Q3 399 39.5 39,2 38.9 2222 -, 47.1 45.9 45.1 44.5 44.0 43:6: 43.2 42.8 425 O 581 55 8 54.2 53 0 51.9 51.1' 50.3 49.6 49.0 25 + 44.8 43.6 42.8 42.2' 41.614IL21 40.8 40.4 40.1 25 y + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 404' 40.1 - 48.6 47.4 46.6 45.0 45.4 45.0' 44.6 44.2 43.9 - 60.0 S7.7 56.0 S4-7 53.6,SZ?'' S1.9 ,SLI, 50.6 28 + 4S.8 44.6 417 43.0 423 4ZO 41.6 41.3 41.0 + 45.8 44.6 43.7 43.0 42.5 424 41.6 41.3 41.0 U. - 49.6 48.4' 47.6 46.9 46.4 4S.9ii 45.5 4S.2 44.9 r - 61.3 59.91S7.2 55.8` 54.71 S3.8 43.0 S2.3, SL7 A 30 t 46.2 45.0 44.2 43.S 4Z9 42.5, 42.1 41.7 41.430 + 46.2 45.0 44.2 43.5 42.9 423: 42.1 41.7 41.4 - 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 61.9 59.5 57.7 56.4 5S.3 S44 43.6 52.9 SZ2 + 47.7 46.414S.5 44.8 44.3 43.8' 43.4 43.0 42.7 a 35 + 47.7 46.4 4S.5144.8 44.3 43.8 43.4 43.0 42.7 35 - 517 50.4 1 49.5 48.9 48.3 147.8 47.4 47.0 46.7 i - 63.8 62-3 59.5 58.1` 57.0 56.1" S5.2 '54.5 53.8 d + 49.1 47.8 46.9 46.1 45.6 411r 44.7 44.3 43.9 4.In 40 + 49.1 47.8 46.9 46.1 45.6 45.1- 44.7 44.3 43.9 - 53.2 51.9 51.0 50.3 49.7 49.2'' 48.8 48:4 48.1 -165.7 63.1 SL3 59.9 58.7 S7.7 56.9 56.1 55.4 p + S0.5 49.2 48.2 47.5- 46.9 46.4 45.9 4S,S. 45.2 + 50.5 49.2 48.2 47.S 46.9 46.4 45.9 45.5 45.2 N _ _ ---- - 54.8 514 515 S1.8 51.2 S0.6 50.2 49.8 49.5 - 67.6 64.9 63.0 61.6 60.4 59,4' 584 .7' 47.0 + 51.4 50.1 49.1 '48A 47.8 47.2 46.8 46,4 46.0 : so 51.4 50.1 49.1_ 48A 4749 47.2 �4b$ 4 •••• SS.8 54.4' 53.5 52.7 52.1 SLS' SL2 5D,8' SOA - 68.9 66.2 64.2 62.•W!� 60.5` 59 8 581 •• 55 + 5 .8 51.5 50.5 A9.7 49.1 48.5: 481 47.7 47.3 } 52.8 51S 50.5 49,7 •�.t� 48 5' 47.7 47. • 0000 57.3 S19 54.9 54.2 53.6 S3.0 52.6 S2.2 51.8 - 70.8 68.0 66.0 _ 622' S1. b0.4 59 • _+ 53.8 52.4 SL4 50.6 49.9 49.4 48.9 48.5 48.2 + 53.8 52 4 SL4 SO f�, �9 9 49,4 5 48.1! •••• 60 • 58.3 56.9' 55.9 55.1 545 540' 53.5 53.1 5Z7 - 72.0 69.2 67.2 65 63.3 623 5 60 •0 0 GENERAL NOTES FIGUREt1• ••• • • • • ••• •• •• •• • 0000 D=10% OF LEAST HORIZONTAL DIME 46M • •• 1. TABLES VAUD ONLY MEAN ROOF HEIGHT 60RFr.BUILDINGSOF ELEVATION "H" FOR SLOPED ROOFS IS" • • • 0000 •0000• THE MEAN ROOF HEIGHT. • • • 2ZONE 41-1 • . ROOF ELEVATION "H", IS DETERMINED • • • •••• BY USING FIGURE 1 AS REFERENCE. • ' • ZQNC 503 • 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 u u D�� ROOF HEAIGHT AND APPLY TO ALL FLOORS. _,�t�►� 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D�� SHOWN BUILDING HEIGHT IN END ZONE 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. m 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS `ate:10-02-13 REVISIONS: AL-FAROOQ CORPORATION dMw br.UF. no. dot• by description i '; ENGINEERS&PRODUCT DEVELOPMENT Cheolad by: 9360 Sunset Dr.Sufte TEL (306)264-8100 DWO NO. 1 1 220 Miami,FL 33173 FAX.(306)262-6978 JAVAD FLA P.E.#7069?:Ea CA.W.3838 SHEET 1 OF 1 1 � 10/2812015 Florida Building Code Online 77`7�7 ,177 757 77711 41 A€ „� r�v; ;£{.i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I Bas Site Map Links Search Busines FrofeSSl aI USE�PublicUseroval Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail a FL# FL17860 MAN '` Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (305)888-0077 joe—sixto@usalum.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative •••• Address/Phone/Email • • •••• •••••• •• • 0000 • Category Exterior Doors •••••• •••• 000000 • Subcategory Swinging Exterior Door Assemblies •••••• • • • 0000•• 0000 •• • • • Compliance Method Evaluation Report from a Florida Regist&8(?Architect Ora Neensed Flerlde•• Professional Engineer 0000•• ••• • 00000• Evaluation Report-Hardcopy Recetw'ed••• ••0 •••••• • •••••• • • Florida Engineer or Architect Name who developed the Javad Ahmad • • 0...0• •'•••• Evaluation Report • • • • • • • • 0000•• Florida License PE-70592 00 0 Quality Assurance Entity National Accreditation and Management Institute •• Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez,P.E. > Validation Checklist-Hardcopy Received Certificate of Independence F1,17860 RO COI SS-Clutswina Door-CI 2014,pd 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDgt2ZOX6B2Y IUr3arp66eS7gynCFIZuowpVPtl6CXKtCoA%3d%3d 1/2 10/28/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 17860.1 Series 230 Aluminum Outswing Door rge missile impact resistant aluminum outswing door. Limits of Use Installation Instructions ,Approved for use in HVHZ:Yes I EL17860 RO II SS-230 Aluminum Outswino Door(LMI) Approved for-use outside-HVHZ:Yes W 15-32.odf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure: +80/-90 Created by Independent Third Party:Yes Other: See drawing 15-32 for span vs load combinations and Evaluation Reports installation details. FL17860 RO AE SS-230 Outswino Door(LMI)-PAF-2014.0 Created by Independent Third Party:Yes 17860.2 Series 230 Aluminum Outswing Door Non impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO 11 SS-230 Aluminum Outswina Door(NI)W15- Approved for use outside HVHZ:Yesdf Impact Resistant: No Verified By:Javad Ahmad PE#70592 Design Pressure: +60/-69.7 Created by Independent Third Party:Yes Other:See drawing 15-33 for span vs load combinations and Evaluation Reports installation details. FL17860 RO AE SS-230 Outswino Door(NI)-PAE 2014 Ddf Created by Independent Third Party:Yes 17860.3 — _ Series 249 Aluminum Outswing Door Large missile impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS-249 Aluminum Outswina Door(LMI) Approved for use outside HVHZ:Yes W15-30.odf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 •••• Design Pressure:+100/-141 Created by Independent Third Party :Yes •sass• 000 0 e Other:See drawing 15-30 for span vs load combinations and Evaluation Reports .• * •s• • installation details. FL17860 RO AE 249 French Door LMI -PAFs201s4. df s Created by Independent ThTrS J":Yes •"• ••• •• —- ---- _-- ._.. .. _ - 0 1 s ecce • sees• *0 • • • EEEl0000 • ee s•ess eoe*** e*e a 000000 se 00 e* **sees Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:a50-4671➢2kte 0 0 • e 0 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acceseibliity Statement::•lefund Gtatement 0*see* 50.00* Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a ublic- rds request,do not send electeonic e mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please m A0. 7.1395.*Pursuant to sectiorlb••••• 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depa ment with an etnMl%jQdre:s if they Rave • one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish Eo#ypply 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: t �r�Nsa�aa:s� https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt2ZOX6B2Y IUr3arp66eS7gynCFIZuowpVPtl6CXKtCoA%3do/o3d 2/2 S AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 17860 Date:7/01/2015 Detailed Product Description Manufacturer:T.M.WINDOWS, LLC. Manufacturer Address: 601 N.W. 12T"AVENUE—POMPANO BEACH, FL.33069 Model Name:SERIES 230 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:37 7/16" (X)/715/8"(XX) Maximum Frame Height:96 3/8" Maximum Load:+80 PSF,-90 PSF(Large Missile Impact) Installation Drawings#W15-32 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. Comparative analysis used _Yes X No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST QiWT€�t51= T� l4f �I1�RTDAM �.� . ••.• aweyl • -r" ASTM E283 Air Infiltration Fenestration 02/07/2008 FTL-545§„ ,„ ,• Carl%JRfonda,P.E.• •.:• Leakage Testing Laboratory 06/26/2000 FTL-264$..;..Aldo Gonaales,P.E.0 0 0000 00 0 • •••• • ASTM E331 Water Fenestration 02/07/2008 FTL-5458”" Carlo%11186da,P.E.;' ;••. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FTL-264�: Aldo Gb%alts,P.E.* 0. &TAS 2020:00:0 • • ASTM E330 Uniform Static Air Fenestration 02/07/2008 FTL-545$ CarldsAQdda,P.E. •••• &TAS 202 Press. Testing Laboratory 01/29/2002 FTL-3354 •' Luis Fligueredo,P.E; ...; 06/26/2000 FTL-2648 AldoVo zals,P.E.' ' •• AAMA 1304 Forced Entry Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. 1235 SW 87'Avenue I Miami,FL 33174 T:305.264.8100 1 F:305.262.6978 www.afcene.com alfar000@afceng.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) 'JE5f > RIPOC '' TiON! i ST,R>*Pt RT Tl 7 s a i�St x RE DATE c FBC 1626.2 Large Missile Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE#70592 rr ? AI-Farooq Corporation EB#3538 T �! �T� o � SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\Swing Door\230\230 Outswing Door(LMI)-PAE 2014.doc • • •••• •••••• •••••• •••• •••••• • •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• 1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcens.com alfarooci@afcene.com . . . . . . . . . . • • . (6)ANCHORS (6)ANCHORS AT AT)ANCT MTG. ORSSTILENDS ! ' AT MTG. STILE ENDS MULLION•ENDS•AT : • ••• • ••• �'AT 3"O.C. nj HEAD/5 LL HWD/SILL•l f • . •• • HEAD/SILL :...........................r 't 71 5/8" • • •\• • • O • Tqp 3/8"• !Nj H,._.._..------ ..._....i.......t......f.•cr.._..--s- ........... ...... ...... ........................._.__ '3 FRAME WIDTH ! • • • • FRAINE WIPM` z SURFACE APPLIED 13"MAX, 5"MAX, SURFACE APPLIED • 7000 1" ••• •j t 3"MAX. _5"MAX._ FALSE MUNnNS-� FALSE MUNTINS-• ,.-� HEAD HEAD SILL HEAD SILL b—~ HEAD SILL !i MAY BE USED / MAY BE USED ' - - CORNERS ..".... CORNERS I „%i Q oj _. C r l LOCK,, •a N I , : p 1-i � Bt �= 0 LOCK w \I= m O I J OPTION#2" o 0. j., .__.... .._ -- m 2310fl Te ' t ,� I ............. r _-_i al--.:_:::. ! ! :❑ µ._:::._ '.IL's:: .. 2210 m I � o � IN-AIF IVE ACYIVE tO' y ii IN AQTIVE I ACT1VE � I ..._ i• ...... I .::� t i , i ;�11 ILL'_j I �_. ._.... L;.._6..... .. I —� •� F .. _�U _-8 �......... ! za 28 5/8' 26 5/8" ! �I 33 3/8" - 25 1/2 - 25 1/2 I ! 33 3/8" D.L OPG. D.L.OPG. N! z D.L. OPG. OPG. ! D.L. OPG. N z 34 1/2• I'g I I 3a 1/2' i; ,!F-• a. 4 PANEL WIDTH 34 1/2' `r! I 1 1/4" PANEL WIDTH 34 1/2" PANEL WIDTH - ! PANEL WIDTH I 1 V. t I ! 37 71 5/8" � 37 5/8" I i SI5iNE WIDTH — DOOR FRAME WIDTH SIDEUTE WIDTH I ( XX ) { OXXO ) g. I TYPICAL ELEVATION !THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.' I SHUTTERS ARE NOT REQUIRED ......_... .._.____........................................._.... ......_.._._-.__...._..__- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I LAMINATED GLASS ! I SERIES-230 I HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT] �? ALUMINUM OUT-SWING DOOR W/ SIDELITES ! WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. --- ---- - APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS A-?HIS PRODUCT EVALAATbN DOCUMENT(PE.D.)PREPPAED BY THIS ENGINEER o WITH OR WITHOUT SIDELITES• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, AN IS GENERIC AND GOES NOT PROwDE INFORMATION FOR A SITE SPECIFIC FL #'17860 c i SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.1 PROJECT;i.e.WHERE THE SfrE CONDITIONS DEVIATE FROM THE PEO. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. !ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE IB INSTALLATION WRACTOR 0 BTHISESPONSPRODUCT BASED ON THSELE FOR THECPRODUCTREVV ALUAiON ````A1�1g7y7,1I Tr7jp j=' I c _.._ _.. .__........ ......_.. ..............__..._ NOT PART OF THIS APPROVAL. I PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED_ ��� A.Y,.•••'••. �� u, i� ,I DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ON THIS DOCUMENT. 9Y:_ �7GEN8F•'•. �� RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY C_THIS PROOUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. I ALTERED BY ANY MEANS. No.70582 D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FiCRiOA REGISTERED •)r{ '�I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT CH WILL BECOME ME ENGINEER OF RECORD(EOR.) •� 'off :L I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ,�L I REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED STATE CF ' 0, drawing n0. I ENGINEER TO THE P.E.D.ENGINEER SHALL SUBIXT TO THIS LATTER THE SITE: ' } MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. 4 •• �toR1n"• �'� W15 32 iif° '•...... (LABEL NGRDO COMPLY WITHANCE WITH TION SECTION 0.�'0 6 FLORIDA BUILDING CODE. E-rTMwEs rROFEssIONu ENC N OF RECORD THE DATE AND RNATT PREPARED R IGI—SEAL AND SIGNA.JRE^F: A��'6J®NA�1� \� _l .....T ..._.ED lliml sheet... of_7_.i •• .. • • . •. •• • . . . • • • . • . . . . . .•. . . . • •.. .......... _\ �. --3/16"HEAT STREWO GLASS �I ; 0 go • • • \\ 0900Interlayer •• • • • • • Sofia•Cisco And Color glass • f-3/16"HEAT STREN'D GLASS -----._.._....._. i • • ••• `ey'East4on Chemical eb.' • i Z I • • • • • • • 090"Interlayer 0 • • •Tp 60 HEAT STRAP t Saflex Clear And Color Glass tBy 'Eastman Chemical Co.' III.I 1\ SILICONE ` ` TREMCO TREMGLAZE 500 `I 1 3/18"HEAT STREN'D GLASS go 00 • • • N, • • • SILICONE 1 �Q LL • ••• •1 • •• • TREMCO TREMGLAZE 500 .1 _ • • • •� • • 'I`-" • GE RCS7700 •• • 't. •• i > O N: 1Y i •/ W w .............. I o fi 3 37 7f16' 76 1/4"MAX 115 3/16'MAX_ 115"MAX. C_-._ - :� MAX. i 1 ................... _......._ �d T—� 80' OVERALL LAM. GLASS 0.480'OVERALL LAM. GLASS o. 0 aGLAZING DETAIL H ' r _ i1Z?�._ DE AI (DOOR LEAF) (SIDEUTE) (31 M N U-1 L, LL \ ¢ry I z (n �x))� (XO) (oxo) (XOX) (OX) g�' 3 z0z 71 5/8 MAX 110 1/2" MAX 149 3/8"MAX. 37 5/8" r i----- -- _ 1 ;!G O A -- -- P y rr k i (xx) (XXO) --- - _ (OXXO) ---- (0) t t (Oxx) �I N APPROVED CONFIGURATIONS NOTE: 3 d EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. 5 o MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF (FOR SIZES SHOy11d ABOVE OR SMALLER) - 9Q,Q PSF ``ttt\Iillf7j''' m 'JO�FF'•• � :i m FOR INSTALLATIONS WHERE WATER INFILTRATION o RESISTANCE IS REQUIRED .. IM6.70892 LIMIT EXTERIOR(+) LOADS AS FOLLOWS NOTE: =tit i T} tit B '1 1-5/8"THRESHOLD = +53.3 PSF GLASS CAPACITIES ON THIS SHEET ARE _ 1 - 2-5/8" THRESHOLD = +80.0 PSFrdr 3-1/2" THRESHOLD = +80.0 PSF BASED ON ASTM E1300-09 (3 SEC. GUSTS) �� STATE OP drawing no / AND FLORIDA BUILDING COMMISSION �0R1QP•' ®.� I W15-32 ! DECLARATORY STATEMENT DCA05-DEC-219 FL #17860 ����® litt ��`` sheet 2 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... (] TYPICAL ANCHORS flay SEE ELEVATIONS /-WOOD WOOD BUCK •EDOE'OI ( .- 1 y EDGO+ISa i SyEEI �..-`' N EOG®Y;fi•_� '•o��• ••• •••••••• •• •• •••••• •• PROVED FOR SPACING o • •• •• / MET._A.L..1NP IST STRUCTURE F.B.C. ULLIO &MULLION ANCHORS h DISTOh j 0 EDIS SEE SEPARATE APPROVAL EDGE DIST. 16 U2 7 16 26 ANCHORSCAL �• • 1 •• • • ••• "CAL S /TYPICAL ELEVATIONSRS ELEVATIONS SEE ELEVATIONS SELEVATIONS L Z+M�( +� 6 FOR SPACING FOR SPACING FOR SPACING FOR SPACING o 0 7j 1/2"MIN. TMWOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING tQj,ius:d MUST SUSTAIN LOADS IMPOSED BY CLA2ING SYSTEM PENETRATION 7/4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 'j I AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q g L__. ._.__...__..._.._._.._._.................... _..._ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES c.»_... � OPTIONAL 1-112' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) -- THRU 1 BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) n DIRECTLY INTO CONC. OR MASONRY p 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 5z5� r.M1 m ' ( 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) ?S CJ = i 0 i/4" DLA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) ¢_ U b INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") ao F Y INTO METAL STRUCTURES i •-m ,4 k STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) z a ug W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. j , INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. c ;,, ..,�...__.................... C-90 HOLT j 0 BLOCK AT JAMBS t m 2000 PSI MIN. ° OW FlLLE it( ,. 37 REOD. FOR '; t 6 3 ROWS w i OPTIO 30 DESIGN LOADS REOD. FOR t 6 e,' i,'•� ABOVE +53.3 PSF ' i 29 DESIGN LOADS >{ 1 i u i ABOVE +80.0 PSF n li 1/2°MIN. AT SMS un ' �' 28 i I� -A8 4'S O.C. _____... o o� FLUSH BOLT- / AT 12 o.c. PENETRATION DOOR DETAILS q ------ -------- 1^ N AIT. � = ALT. , I �� 3/8"X 3J8° 3/8'X 3/8" I I �j� WEEPS, EEPSb ° ° :, 1/2"FROM 2-1/4°FROM ° c a ° ° v SILL ENDS SILL ENDS EDGE DIST. - ° —� STATE OF drowin no. v ° I TYPICAL-ANCHORS �` o %�•••, '• � 9 �- e) \ TYPICAL ANCHORS '„ly c �y' SEE ELEVATIONS ° ° v i °� TYPICAL ANCHORS i ` R018DP.•' ®�� I,o......__..._......._�„ FOR SPACING Jy' —SEE ELEVATIONS /i\S •'•••••- W15-32; -SEE ELEVATIONS \I EDGE DIST. , ° - FL #17860 / \\ T FOR SPACING - EDGE ate' I FOR SPACING ///jS�®�/e�. /T1lnnta\ (sheet 3 of 7, a . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• I/a" MAX. i/a. i...._....._ y--- METAL* 000 Sl4.•ld • ••• ill SHIM � � N l • .. STRlsCTUtE • • •• • {.. .� '� TYPICAL ANCHORS • • • • • • • — ,m SEE ELEV. J I lCJ • • • • • Z n # FOR SPACING a ( ACTIVE LEAF • • S—EE CRS ••• • d r II FOR SPACING o , IL : , .... .. • • 5" 3 O ....... •• • • • • • ••• •• 0� w i EXTERIOR LEAF wlDni............_....-_ 3 ! Z��g i WOOD BUCK ____.__.........___ FRAME WIDTH ___............. J O fit-' FLUSH BOLT AT INACTIVE LEAF A ACTIVE LEAF ! n 1/4•MAX. iA I rn SHIM O m U LLi 1/4"MAX. `} L > SHIM r 1 3A 37 //�U`�j .�20RY W60DfeUCK y=U M c `-' ` \WOOD S7I,CfURE Q N TYPICAL ANCHORS' NOT REOD. SEE ELEV.SPACING 18 IN-ACTIVE LEAF 37 FOR 8/0 DOORS ACTIVE �l; Z C) n FOR SPACING WHERE Pd 60 PSF LEAF .............._ OR LESS I Z 0- a • � gOO � ' F O�. OG � w ^ 6 I G o 08�- 5 0 21 37 / s OPTIONALEXTERIOR LEAF WIDTH 4 ___...t6 TYPICAL ANCHORS LEAF WIDTH _ ._ -SEE PAC FOR SPACING - HINGE ASSEMBLY LOCK OPTION N1 �! i m DOOR FRAME WIDTH l o mI_ o � vo IN-ACME LEAF1 ACTIVE LEAF� ``�tptiilfU��T2j' � Ir'i lr _ ,�_..E._'-.� j ````��pn• '''i ,_m.. e !old .. - Na.7= _I l ... y � ' STATE OF � 'drawing no. ISEE NOTE ABOVE t- %�� ::•ORIDA, � .` I W15-32 FL 17860 '�.,jONAl.�tt�`� LOCK OPTION !E2 --- --- # ��n Ilri (sheet . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS #� -SEE ELEVATIONS ••• ••• ••� •� ••� ! FOR SPACING • • • • • • • • • • �'_" �.n EDGE DISI. • • ••• • • • • go 90 G • • • • • • • • • �y IIIA::: a • ••• • • • • •• • 1Y (E1 • • • • • •• • • O v ggQ6 s 35 25 ��WO �II.i I TYPICAL ANCHORS y AT 4-1/2"FROM ENDS I !I� 1/4"MAX. \\ AND 16"O.C. MAX. Z gi I /;.� 34 = $ II .........� .I- N I I.II � •_ __— _ i 3 f7�i III � e 21 • 37� I� �jl'- � I � ° A OPTIONL 35 dal 5 _ w O II n LEAF WIDTH NDO ' W 1 1/4" i? HINGE ASSEMBLY �. �. z a W I!I SIDEUTE WIDTH DOOR FRAME WIDTH +S Q , to d. I OVERALL FRAME WIDTH '- i I'!III TYPICAL ANCHORS d I SEE ELEV. f d FOR SPACING + li 25 in : o a m °'o F \vx %J111111" '''' 9: �}OENSF 4No.7OW2 _GIST..-..... TYPICAL ANCHOR .'•, SWE OF ? drawing na.J SEE ELEVATIONS SIDELI] �' � •• ® ` W15-32 FOR SPACING 5IDELITE DETAILS FL #17860 1�jra1.'� — _._ �trtil 10%, sheet 5 of 71 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . _............._�..\r..., 3i J ISI I • • ••• • • • z Pia 'sou� ul 21 -c <W'A � I ...... E. FRAME TOP CORNER SIDELITE CORNER m' rn \I' U N � M 'J3 J I SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. i d^m w s BINGES: 3 13 z a ay. 7-5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH ENO DOOR LEAF CORNER (�Ii g E AND ONE AT MIDSPAN OF LEAF. LOCKS 0 ON #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR ` I A7 EACH ACTIVE LEAF LOCK STILE, 41-1/2"OR 48" FROM BOTTOM 42) CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR Ey I I I AT EACH ACTIVE LEAF LOCK STILE, 36" OR 39-1/2" FROM BOTTOM Vli MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS , A c vl MULTI-POINTOI NTLOCK SYSTEM WITH LEVER HANDLE LOCATED ® y o AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE a FASTENED WITH (2) #12-28 X 2-1/4" OH MS / _-- -"' OF INACTIVE LEAF LOCK STILE FASTENED WITH METALLIC STRIKE PLATE AT 34-1/2" FROM BOTTOM ```11111111 �/� (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOMiv FASTENED WITH (2) #8-32 X 1/2" FH MS 'S ;® •, (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE BOTTOM CORNER suTEOF drawing no. E LEADS ••••,AXORVDPI I TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) '��l�jB ..... �, W15-32 Y 1 32 FL #17860 ® /fill 1% 'sheet 7 of.7 r MIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/ecoitomv TM Windows,LLC .1543 N.Powerline Road Pompano Beach,FL 33069 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In.Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Hi h Veloei Hurricane Zone.- DESCRIPTION: Series "605 Reinforced"Aluminum Single Hung Window-L.M.T. OVXI, a eemaum m e ung Wdw.g . tt (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,prepared by Al-.F.arooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County.Product U"Pol ...... Revision stamp with the Notice of Acceptance number and expiration date by the fia; Made Cap • Product Control Section. 6.8;00 .... ."... j MISSILE IMPACT RATING:Large and Small Missile Impact Resistant-, see** - 6666.. LABELING: Each unit shall bear a permanent label with the manufacturer's is'or lojo,*aiiy, statue model/series, and following statement: "Miami-Dade County Product Control App i", unim�otberwi"--- noted herein. -• .. .. *000:9•••:• RENEWAL of this NOA.shall be considered after a renewal application has hero"geo and therc.bas beef, no change in the applicable building code negatively affecting the performance of"product.: TERMINATION of this NOA will occur after the expiration date or if there has bten;revisiefl.o,change see: in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an end-ofsement 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# 12-0213.05 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. 1 NOA No.15-0611.06 C •DADE COUNTY Expiration Date:-July 05,2017 , ' j `' Approval Date: September 03,2015 X1.7 - Page I 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.I.)",dated 04/24/06,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. FTL-5439,dated 12/10/07 and FTL-5742,dated 01/21/09,both signed and sealed by Michael S. Wenzel,P.E. (Submitted under NOA#09-0604.24) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 00.0 2)Uniform Static Air Pressure Test,Loadingrpe rFBC TA&202-94 ....�. 3)Water Resistance Test,per FBC,TAS 202-94 :060 • 4)Large Missile Impact Test per FBC,TAS 201:94 0 a "'"' 5)Cyclic Wind Pressure Loading per FBC,T4$�63-94.0 •• ;•• ••; 6)Forced Entry Test,per FBC 2411 3.2.1, TAS202-94 : '001, 00:9WO along with marked-up drawings and installation diagram of ari-4e%inunr9ing1g hung...• window,prepared by Fenestration Testing Laboratory, Inc.,TestReports No. • ••• • FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and F Y:4114, dgted. 0 0• 0l/25/05,both signed and sealed by Edmundo Largaespada,E.E. 0 :06609 0 0 (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. CTLA-416W,dated 04/11/00,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-0404.04) Manuel er ,P.E. Product ContrdLFjAminer NOA No.15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5"' 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"SafTex 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-5'h Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windoyvs LI-C for-UE 6eries, "605"Single Hung Aluminum Window(reinforced), approvdd oh 05/03/12.abd .' expiring on 07/05/17. 0000.. 0000 0000.. 0000.. .0000. : 0000 0 . . • 0000 .. 000. . . 0000.. ... 00 000. .. .. .. 000000 :00:0: 0 00 . . . 0 00000 . 0000.. . . 000000 .. . 000 Manuelez,P.E. Product ControExa liner NOA No.1 611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E.2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 53 1/8' S3 1/8' V�V ....._.... • • • ••• • - DOW WIDTH ... WINDOW WIDTH • • • • • • •• • 48 1/4" • • •• •• • 48 1/4' 5 N ( D.L.OPG.W.(FIXI,i i ED)_..... �•I . ••.•••. ••.-- ••.••.n•• D_.L..OPO.W. . (FIXii i_ED) FALSE MUNTINS • ••• *FALSE MUNT&V• 21'MAX. (SUHENCE P 21"MAX. (SURFACE MAY BE USD '0MAY BE USED HEAD/SILL Igo a •• J �d o b �1 ia B B it E . Q a�nfi If /—i I . II II II 11 I � N II II vuii_ ==-irIir --------_ ------ y- qo � � Ne. O IL r I ^ Z ORM 5 1/2"MAX. 5 i/2'MAX. �¢ 'a n O HEAD/SILL ......._.... HEADN SILL =2 47 3/4' CORNERS 47 3f4" tt,,�� zz ._.._._ D.L OPG. (VENT) CORNERS 5 Q� D.L. OPG. (VENT) THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. I SHUTTERS ARE NOT REQUIRED. 50 1/8" ........_._. ...._........._ SO t/8' C VENT WIDTH VENT WIDTH SERIES_-_Q ALUMINUM SINGLE HUNG WINDOW TYPICAL EVaTION TYPICAL E� � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER EQUAL UTES WITH OPTIONAL FIN CHARTS SHOWN ON SHEET 2. +(SEE DESIGN CAPACITY CHART)? EQUAL LITES c 4 R .._... APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMA DESIGN CAPACITY TO 161.0 PSF MAX.) o a o COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (VENT) WINDOW WIDTH - 5.375" WILL APPLY TO ENTIRE SYSTEM. D.L.O. HEIGHT - WINDOW HEIGHT/2 - 4.5" aoga,�.ao THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS s s a s g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o o W,� HURRICANE ZONE(HVHZ). INSTIL. LAM. GLASS 2 m 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. _...._....... o 1 Jh ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS E-9- VAD EAL AI"D PRADUCTREV[SED ° a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.P 70592 osemptying wlld tha Fimida $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA ' A i Ho(5!'Of0)I.Ofli gg $ NOT PART OF THIS APPROVAL mLiaa beta I? S S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. t---o -- ALL SHIMS TO BE HIGH IMPACT, NON-MEfALUC AND NON-COMPRESSIBLE. 0 2 201, Dy y do Prodaa drawing no. W06-34 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE of 7 REQUIREMENTS OF THE FLORIDA BUILDING CODE. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSV 00 (WITH ALUMINUM REINFORCING) • • • • (W1TH STEEL REINFORCING) ((( GLASS TYPES • • • • • • •• • ....__ WINDOW DIMS. GLASS TYPE'C' D' &'E' CLASS TYPE'F'GLASS TYPE 'G' LASS TYPE'H'GLASS TYPE'I'GLASS TYPE'P • • • • • • •WINWW DIMS, GL*S TYPE'F' WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+)INT.(-) EXT.(+)iNT74-) EXT'.(+)iNt(-) EXT.(+)7NT.(-) IXT.(+)ANT.(-) EXT.(+)ANT.(-) 31 •• •• WIDTH HE &-T.(+)1-(-) 26 a 19-t/8' 70.0 70.0 81.0 SIM 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 •-- • 000 •19-1/B' ••• •80.D 113.0 .............._- 28-1/2" 25 70A 70.0 81A 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 28, 80.0 118.0 115.0 37" �4) _70.0 70.0 61.0 BID 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _80.0 80.0 3j/• (4) 60.0 113.0 qS^{ 53x_]/8•___ 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 •• ••• 1911/f' • 800 1160 10, 70.0 70.01; 61.0 61.0 SOA 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 (� I ......__. ......_. ._... • ••• • • • I 38-3/9 80.0 113.0 28-1/x' _3/8' 70' "-70 0 81.0 81.0 $0.0 80-0 80.0 80-9 80.0. 50.0 80.0 80.0 804 BOA .38 • • • • • • 487'• •80.0 115.0 7 37" (4) 70.0 700 61.0 81.0 80A 80.0. 80.0 800 80.0_ 80.0 80.0 80.0 800 _.80.0 •• • • • • •(q�• a �ii 53-1/6 `- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SO.0 80.0 Sud-1/� 80.0 115.0 Q 4 19-1/a' 70.0 70.0 61.0 61.0 80.0 80.0 50.0 80.0 80.0 90.0 80.0 80.0 80.0 50.0 19-1/e' 80.0 115.0 --- - _. 26-1/2° 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 60.0 bolo 80.0 solo Solo 80A 26-1/z" 50_3/6• 60.0 115.0 50-5/8• 37' (3) 70.0 70.0 61.0 61.0 80.0 60A 80.0 80.0 60.0 80.0 B0.0 80.0 �.0 90.0 37' (5) 80.0 175.0 (�Z 10 2 S3-t/B' 70.0 70.0 61meib 0 610 800 80.0 60-0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 93-t/8• 80.0 115.0 j!� .......... 19-1/8" 70.0 70.0__ SO.0._...80.0 80.0 80.0._.__e0A 60.0 80.0 110.0 80A 19-1/e' 60.0 115.0 d�il S 26-1/2• 70.0 70.0 90.0 80.0 80.0_ _Bolo 80.0 80.0 80.0 80.0 80.0 26-1/2• b8-S/8• no 115.0 O 86-5/8' ............ 37• (6) 70.0 70A O S0.0 80.0 80.0 _80.0 80.0 B0.0 60A 80.0 80.0 37• 80.0 115.0 �1 N 53-1/8` 70.0 70A 0 110.0 80.0 80.0 �.0 80.0 80.0 80.0 80.0 80.0 53-1/8" (6) 80.0 115.0 19-1/8` 70.0 70A 61.0 81.0 90.0 80.0 80.0 -80.0 80.0 sok 80.0 80.0 80.0 90.0 19-1/8' SOA 113.0 I 28-1/2' 70.0 7G.0 8f.0 61.0 80.0 sok 80.0 60.0 80.0 00.0 60.0 80.0__80.0 80.0 26-1/2• 80.0 115.0 n 37• (8) 70.0 70A_ 61.0 61.0 50.0 80.0 80.0 80.o 50.0 20.0. 0.0 80.0 80.0 80.0 80.0 37• (8) 50.0 116.0 z pO 53-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 S0.0 80.0 80.0 80.0 90.0 80.0 83-1/8' 80.0 115.0 19-1/8' 60.0 115.0 O M 49-1/S' 70.0 70A 81.0 81_0 811.0 80.0 60.0 _80.0 $0.0 80.0 80.0 80.0 80.0 80.0 72, .- � u� 20-1/z• 72° 70.0 70.0 61.0 81.0_._._.80.0 50.0 80.0 90.0_ 80.0 BOA 80.0 _.._50.0..._ __Bolo 80.0 26-1/2' (7) solo 178.0 �I�Z 37' (7) 70.0 70.0 61.0 61 A 80.0 80.0 80.0.__.. 80.0 solo 80.0 __.50.0,.,_._80.0 80.0 80.0 37• 80.0 115. � .�=o 33-1/g• - - 61.0 61.0 - - 801 80A 80.0 80.0 78.2 78.2 60.0 B0.0 19-7/9' 110.0 115.0 19-1/B' 70.0 70A 61.0 61.0 SoA 80.0 80.0 80.0 80.0 B0.0 .... .. 26-1/2• 70.0 70.0 BAA 61.D 80.0 50.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 37" (7) 80.0 112.2 cn'0^ 76-3/4' 3T (7) .70.0 70.0 61.0 111A 80.0 80.0 80.0 fI0.0 80.0 e0A 80.0 60.0 90.0 80.0 24• 90.0 115.0 53-1/8' 81.0 81A - - 77.8 77.8 80.0 $0.0 74.5 74.3 80.0 BOA 30• 80.0 113.0 dM,g 24' 70.0 70.0 61.0_ 61.0 80.0 80.0 _80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 38' �• 80.0 115.0 30• 70.0 70.0 SIM 614 80.080.0..... 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA- 42• (5) 80.0 115.0 -- ._. -. gg• 70.0 70.0 81.0 67.0 80.0 80.0 80.0 80.0_ _80.0 BOA 80.0 no _80.0 90.0 4B` 80.0 119.0 42° 46) 70.0- 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0..._..,_80.0..,. 54° BOA 109.1 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60A 80.0 80.0 50.0 80.0 BOA 24" 80.0 116.0 54• 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 Bo.o 80.0 B0.0 80.0 80.0 80.0 30' 80.0 175.0 I& n 24' 70.0 7oA 61.0 81.0 a0.0 80.0 80.0 80.0 80.0 eDA 80.0 80.0 80.0 80.0 38" B0.0 119.0 - c Q 30• 70.0 _70.D 81.0 67.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 4x' ) B0.0 119.0 0 m .SD ..... 09.7 36' 70.0 70.0 61.0 6t.0 80.0 80.0 no 110.0 80.0 80.0 80.0 90.0 80.0 80.0 48• 80.0 98.4 42" ) 70.0 70.0 61.0._..,,-61.0 80.0 80.0 80.0 60.0 80.0 80.0..___80.0 80.0 SOA 54' 80.0 88.4 qg• 70A 70.0 61.0 81.0 BOA 80-0 80.0 80.0 80.0 80.0 60.0 50.0 80.0 24' 80.0 115.054• 70.0 70.0 61.0 614 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 39' 72' 80.0 116.0 H-� I�!V 2q" 7D.0 70.0 81.0 85.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo 80.0 36' (7) 80.0 115.0 g e d 0,�4 30• 70.0 70.0 61.0 81.0 80.0 60.0 80.0 Bao 80.0 80.0 50.0 _80.0 Bao 80.0 42• 80.0 112.0 o 8 o g 36' 72" 70.0 70.0 81.0fill, 80.0 B0.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80A 24• 8q• �.0 1150 m v m 42' (7 70.0 70.0 81.080.0 fi0.0 80.0 80.0 solo (10.0 811.0 30" 8 80.0 115.048• - - 61 A - - 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 ()NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER S gq• - - 81A - - 79.1 79.1 79.1 79.1 78.8 78.8 78.4 78.4 Engr:JAYoAH D PRnDIrcTREVLyISD a 24' 70.0 70.0 81.0 61.0 80.0 60.0 80.0 80_0 80.0 80.0 80.0 80.0_.._ 80.0 80.0 .PE(7_0592 m�Plyiquith WBFit" 30" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 804 60.0 80.0 80.0 80.0 80.0 80.0 N.5838 Acaep���Jr..061 t•p(o � k � 36' 84" - - 8f.0 81.0 - - 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80A E trelion Date t r (8) - __.. -- NOTE: 42• - 81.0 61.D - - 80.0 80.0 80.0 s0.0 80.0 80.0 80.0 80.0 -- -� _....._.... GLASS CAPACITIES ON THIS SHEET ARE EP 4 2 20 TJ Dy qa• - - 61.0 silo - - aD.o eD.o eo.o solo 77.9 77.5 90.0 6oA BASED ON ASTM E1300-09 (3 SEC. GUS7S) tw 'nadelhodua drawing no. ()NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER"9 AND FLORIDA BUILDING COMMISSION W06--34 DECLARATORY STATEMENT DCA05-DEC-219 - sheat_Q of 7 . . ... . . . ... .. .. . . . .. .. . , . . . . . . . .., . o r ---1/8'ANN.GLASS 3118"ANN.GLASS -3/16'ANN. GLASS • • -0,1160 HEAT STREWIP PAS• F 120'Interlayer 120'Interlayer 090'laterlayer 120'Interlayer -Uvekol S --Uvekol S Softex Clear And Color Glass Uvekooll�nSa,� Mc' 0 772333 By'Allnex USA,Inc.' By'Altnex USA,Inc.' By 'Eastman Chemlcal Co.' •• • • • :VY��i1-••�'.• D .-1/8'ANN.GLASS -3/16'ANN. GLASS 3/18'ANN.CLASS •w• :•• ••• • • •0,9/16* 6' • �D GLASS P • • ••• • • • • • ciqf SILICONE SILICONE SILICONE SIUME z m DOW CORNING 995 z DOW CORNING 995 z m DOW CORNING 995 z' m DOW CORNING 995 \ C� n AT 114 POINTS ON LUTES 33 AT 1/4 POINTS ON LRES 33 AT 1/4 POINTS ON LUTES AT 1/4 POINTS ON LITES 10 WIDER THAN 36'ONLY WIDER THAN 36'ONLY WIDER THAN 38'ONLY WIDER 7HNd 36'ONLY LL77 GLASS TYPE 'C' GLASS TXPE 'D' GLASS TYPE 'E' C3I�LSS TYPE -1/8'ANN.GLASS 1/8'TEMP.GLASS J Z 1i,- 1/4'AIR SPACE --1/4'AIR SPACE N w V --1/8'ANN.GUt55 1/8°HEAT STREN'D GLASS 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS a m 090"Interlayer 090'Interlayer -Soflex Clear And Color Glass Soflex Clear And Color Glass 090'interlayer 090°(Clear er An By'Eastman Chemical Co.' By'Eastman Chsm[col Co.' Soflex Clear And Color Glass Soflex Clear And Color Glass 5 By'Eastman Chemical Co.' By'Eastman Chemical CO.' g">a' A 1/8'ANN.GLASS --1/8"HEAT STREWD GLASS 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS 1-•Y'4 SILICONE SILICONE SILICONE SILICONE GE RGS7700 GE RGS7700 GE RGS7700 GE RGS7700 a. 98 t 'ani 98 o W cc i rc AT 114 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ALL SIZES 33 AT 1/4 POINTS ALL SIZES WIDER TOM 36'ONLY WIDER THAN 36'ONLY C $ c OO ���555 'o$S8 GLASS TYPE G GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE '3' THIS GLASS TYPE ONLY FOR t LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL Engr. %.VAD AHMAD PRODUCT REVISED MISSILE IMPACT AREAS. rw os cornplying with dw Florida S FLAP 70592 Bullding Coda S ' 838 Acceptalxe No/.�'«➢II' O § GLAZING OPTIONS hsltonDate 19 3 ay -� Pcadad' drawing no�. E 22015 WOB-34 I sheet 3 of 7 • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLY _TYPICAL ANCHORS to U SEE ELEV.FOR SPACING EKT.OR INT.nmsHEs SEE ELEV.FOR SPACING l� NOT Bt'TM NOOW • • • „ .CONCRETE .. :.' ' .• /W0011 BUCK • • a•• � : PEDG ARAON ROYEDZ4< o EDGEDIS°TP " UNI n. . .. .. .. , a . � • o EOGE piy-T I O t DIST. E36 - Al i ••• N• SEE ELEK FOR SPACING g Q eqC 3 00 !i } i TYPICAL ANCHORS C ¢3i !! !I h SEE EIEV.- 8 ii iI ii !! FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS q ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM it! AND TRANSFER THEM TO THE BUILDING.STRUCTURE. I}Z 4 -- TYPICAL. ANCHORS: SEE ELEV.FOR SPACING f 0 y 1L4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI o !! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �i it 1! OPTIONAL TO�I 23 75 SPPRNG LLATN i! it 3 1S SPRING LATCH 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I REINFORCING .i 72 REINFORCING 12 THRU 10Y BUCKS INTO CONC. OR MASONRY OPTIONS- '�'� OPTIONS r 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) SEE SHEET 2 5 SEE SHEET 2 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) o; O DIRECTLY INTO CONC. OR MASONRY _j w i-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ' B 4 REINFORCING 4 (�l REINFORCING M In' OPTIONS 1 i OPTIONS 1-t/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) g d O .iY i t I SEE SHEET 2 s (iJ 11 SEE SHEET 2 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 00 Ca it if _._._.......... va INTO METAL STRUCTURES m G O !i .i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) gz ! ! y 1 " " ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) g{ am g1--......_.... o � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i 4 #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ___7t �! I it INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/87 � ii _ � G !i u n ii (NO SHIM SPACE) I i TYPICAL EDGE DISTANCE B INTO CONCRETE AND MASONRY - 2" MIN. o INTO WOOD STRUCTURE = t" MIN. m I3 N 5 INTO METAL STRUCTURE = 3/4" MIN. �2 WOOD AT HEAD,SILL OR JAMBS SG - 0.58 MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN, I C C-BO HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. •K O Wi 1 2 i �o$oN.aq i 1i b t, WEEPHOI,ES: . '.S g wz U �gm�awLL - -•. W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG ---------- _ b W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG ...,.:: 'D ............._.. - NAD PRDD ICT RBV„PI Florida ALTERNATE FT AFLAC. U 70 2 mP yI S •. < „ a .... Ate_ 35 Building Coda /5 ° e B sTL�. � .. EDGE — Acoepianao No EDGE DIST \ DI Tat Data 7 y e n .'8 r TYPICAL.ANCHORS J ` SEE ELEV.FGR SPACING By e TYPICAL ANCHORS [tti droving n0. e^ CONCRETE SEE ELEV.FOR SPACING FRAME WITHFINOPTIM S 01,20 W06-34 (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) (sneer.4.of 7 . . .•. • • . .•• • • 0% • • • • ••• PENT WIDTH_.,.__ ITEM PART# QTY. DESCRIMON MATERIAL MANF./SUPPIIER/REMARKS �U 1 -38783 1 FRAME HEAD ...............6083-T8 �//���)-�� 1/4'MAX ......__..._............. �J O.L OPG. SHIMS •2 CR-37731 • 1• FRfdfE SILL(Woo,") • 8083-T6 - {3 ICH) 11063-T8 - oZ 1/SHIM 8 13 7 I8 16 TYPICAL ANCHORS 03• GW-30M • 2 BFRAME JAMB • • 6063-T8SEE ELEV. Fp SPACING 4 GW-36708 1 MEETING PAlL 8083-T8 - a METAL 7 19 5 GW-36865 1 VENT TOP RAL 6063-T6 - STRUCTURE 'v.o -- 8 OW-37730 1 VENT BOTTOM PAIL(4"SILL) 8063-T6 -.. ._.._ --_,._._._._._. - 6063-TO n ._.._.._.._.._.._..._..._.,_.. 0 7 -3}1!4• • 2• •VEA JAIIB�STfLE • 8083 -TB - d r ' 6083-75 - 0 o 8 19-436 • 4/eENT •GLmN0�1 AhlLO 8083-TS TYPICAL ANCHORS ._._._._._;__._._._._._._._. __....._.........._..___—..._...._ 6063-T5 SEE p.EV. ._._._._._._._.__._._..._.._. '.a 9A TM-123 4/VENT GLAZING BEAD - FORSPACING •.:�::_:�c.:c:_.--=:_:_c_r._.: __.............._........... ..._.._............_......___._' . .... ......... w 9B TM-170 4/VENT OLiZINO BEAD_ 6083-T8 - -- 9C TM-181 4/VENT GLAZING BEAD(INSItI.IAM.GLASS} 8063-T8 Iy Tyr gs _. 1111$ 90 $8 X 1/2" 12/YEM GLAZING MLCdF SCREWS STEEL PH SMS .� EXTERIOR 15y 3 WOOD BUCKS `:.. 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL/FRAME SILL a w D.L.OPG.(FtXEb) .: 12 .....2240 (1)STRIP FIN SEAL.WEATHERSTRIP - VENT TOP 13 3722 (2)STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES ...........WINDOW WIDTH .. 14 - 2 1 1/2'0/8'x3/4'FINSEAL.PAD - FRAME SRL CORNERS 15 - 2/VENT LATCH LOCK AT 5'FROM ENDS CAST VENT TOP ORS __....... ......_.. ._..RL TYPICAL ANCH � SEE ELEV.FOR SPACING 13A 7N-11&4 2/VENT SPRING LOADED EGRESS LOCK 8083-71 8 VENTBOTTOM RAIL __.... TYPICAL ANCHORS 4/VENT VENT GUIDE NYLON VENT INT.CORNERS O SEE EM.FOR SPACING --- M" D 1 17 - 2/VENT CADWELI SPIRAL BALANCES - AT FRAME JAMBS M 1/4"MAX. O 1/4 SHIM 16 WJR-9302 2/VENT BALANCE COVER VOM FRAME HFAO/JAMBS co j SHIM 18 MAX.... 19 R69 2/VENT CALDWELL BALANCE CUP - VENT BOTT.CORNERS............ R J W .444 8 13 20 2 #12 x 3/4"P.H.SMS STEEL (1j AT EACH BALANCE 7 21 - 8 #12 x 1'P.H.SMS--_._ STEEL FRAME CORNERS 300 00 22 - 8 010 x 1"P.H.SMS STEEL VENT CORNERS 10 a -- _ 23 - 4 /8 x 3/4'F.H.SMS. - - STEEL (2)AT EACH LATCH Z :. -" 24 y 4 j6 x 3/8'F.H.SMS. STEEL AT EA.PLASM GUIDE W 0 j 2S 1 1x1 3/18x3/4x1j8'CHANNEL STEEL AT VENT TOP g 26 - 2 1x1/4 THK.x4'LONG M_.__ ALUM. (1)AT FA MTC.RAIL END _•.•-__._:_: ; 27 - 1 1/2xtx1/2x1/8"CHANNEL SM AT MEETING RAIL 28 Ttd-161 2 FIN TRIM FOR.IAMBS -..._ 6063-T6 - g 29 TM-163 1 FIN TRIM FOR HEAD 6083-T8 C 3 30 TM-184 1 FIN TRIM FOR SILL 8083-T8 ...._ _._.._.........._. a WINDOW WIDTH 31 TM-179 1 ATO.RAL REINFORCING CHANNEL 8083-TS AT MEETING RAIL p MIAMI-DADE COUNTY 32 TM-178 1 TOP RAI.REINFORCING CHANNEL 6083-T5 AT VENT TOP LIPFRAME WITH FIN OPTION APPR SEE SEPPAAR47E MULLION 3.3 1 AS REQD.j SETTING BLOCKS EPDM I DUROMETER LIM SHORE A TYPICAL ANCHORS SEE REV.FOR SPACING SEALANTS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c d o N m SILICONE OR ACRYLIC SEALANT. ffi i;8 0. `p m o c w .............. ..... _. Ergr.JAM AHLIAD PRODUCT REVISED e Q N ..._ as comPlring+vith the FloridaFLA70.592 Building Code , Mol -Owl-c* .. ._.._.._.._ _.._.. fret Data 17 8 ull By �:::::.:....._.._ —. (� dTowmg no. EXTERIOR 0` . 15 W06-34 ___......_WINDOW WIDTH ..... ...._........ WINDOW WIDTH (sheet 5 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ,26 _......3.042 • ---�' �� 062 � r� 500• ••• ••• �--- "�`� 27 .. 11 • '4II8*f°•--"i •• O .500 r� 2.500 `IC 7.55 .062 ......._47 082 1.500 .062 • 1.000• •• • I _ • �0+ _� IjjI I 3.719 • • •• • 1• •II • 1�' 092 .1251 h- .622 1. 1 1.406 • • I• • •• ••• •• "� 3.16S- 1.030 28 •• _-••-•�• • • it • •• •• 9A .530 .500 - 251• • • • • 8� O =3,097- 2.375- • • • • • • • • • .045 .45 W 1 FRAME HEAD 1.925 3.097 •• • • • • • ••• •• pg> 2,376 MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS Q ® NAIL FIN (HEAD) STEEL AWMINUM r5 a d 1.000 F� FRAME JAMB -3.349 T.000 1.250 .440 *' 2.166 .750.866o5a 062- 1.187 1788 .s .5s2 f � �y A25- .3716- 725.375• -2.500- O 32 TOP RAIL REINFORCING TOP RAIL REINFORCING °f Q FIXED MEETING RAIL Cgs VENT STOP Q NAIL FIN (JAMB) STEEL ALUMINUM = a m .199q 1.375 3 __ 9C .540 .04 .500 ..._1.324.... .L.._. .OS2 1.750 1.374 062 8 _ 923 'a a 2.250 O L- -� osx 3.2 n 1.3ea z z x 1.214 ` 2.500 - I GLAZING BEADS 1.000 V O VENT TOP RAIL ) SASH SIDE RAIL NAIL FIN (SILL) LATCH LOCK ........-2.202 .--_..3.243.............._.......... C .997 --- -.._.._..__........_._..._....._............. Q tl p p2.202 3.245 ...__" .997 5 4 .062 om$dffim 3.812 .062 m�off "$ 28 0 4.312 30 0:: W4 ..................... 4.347 3.330 r 3.927 3.439 3.359 I ', o .062 2.959 Ingr.JAADAHMAD mmUCT REVISED N N 062 V- FIX 1 70592 as camrty)ng.v,m lee Florida > .684 .684 C.A de Building Co .. }• s- u1e«eN.15-.0611.06Owe g ................. -3.141---] .............__3.141._......... ,? BY t-1,37s ,275 2 M5 w P-&- drawing no. _ W06-34 © VENT BOTTOM RAILS U O NOTE WHER SU CCANSBE USED 02A sheat.."B of 7) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • .. . r • • 00 • . . • • • • • .• • Ap •• • • it� e~i • • • . Q8 QdlC�— I .1� aa�� � VENT TOP CORNER t OR FRAME TOP CORNER �z z U -00 _ Ic CL loll 22 0 avgoroo O1 "o°d'og Q m V o C VENT BOTTOM CORNER Engr. ° PRODUCTREVISED CIA FIA FE 0592 B C9miffy( with deo Florida 21 CAN. B A �1 Ob11.O a 7 s o 20s, Product drawing no. FRAME BOTTOM CORNER (Was-34 sheet 7 of 7� i MIAMI•DA[?E MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 '111, TANCE NOA www.miamidade.eov/economy T.M.Windows LLC 1543 N.Powerline Road Pont ano Beach FL 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 where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami–Dade County Product Control Section(In Miami–Dade County)and/or the AHJ(in areas other than Miami–Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone.- DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window–L.- APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami–Dade County Product Cerebral Revision stamp with the Notice of Acceptance number and expiration date by the Miami'Dade Ceerrty *000:0 ProductControl Section. • .0 0 0000 • 00 a woos 0 .. 0 0 ,.. ., _ - ,.. 0000.. MISSILE IMPACT RATING:L___arge and Small Missile Im _act Resistant 0000. . 0 LABELING: Each unit shall bear a permanent label with the manufacturer's :a'dtlV pr log}�r�cityy states •••: 00 model/series, and following statement: "Miami-Dade County Product Control App00roved", unitss otherwise•;•• •�••• •• • s••.• • noted herein. • 0* ..' .. ••• • RENEWAL of this NOA shall be considered after a renewal application has been f"a and there has been :• no change in the applicable building code negatively affecting the performance of;his preduct. 0 0000:. TERMINATION of this NOA will occur after the expiration date or if there h4teei a revision or�changL.••+ in the materials, use, and/or manufacture of the product or process. Misuse of this AOA as an enda�semeAt A. of any product, for sales, advertising or any other purposes shall automatically terminate this NOFailure 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 NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. FApproval OA No.15-0505.29 : �MIAMI&DE COusvrr ate: May 13,2019 te: August 13 2015 j� ��� Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1114.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTLU-5945,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •••••• 6)Forced Entry Test,per FBC 24113.2.1,TAN XZ 94 "'° ••'•;• along with marked-up drawings and installation diagram of ar4ald} ,iinu I�pjezoktal rolling window,prepared by Fenestration Testing Laboratory,•Itidjest Report No. • FTL-5457,dated 01/22/08,signed and sealed by Carlos S.Ript>t %P.E. •• :"": (Submitted under NDA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,LoadingaA:t C TAT202-94 2)Large Missile Impact Test per FBC,TAS 201*% • 3)Cyclic Wind Pressure Loading per FBC,AS 243-94. . fee*:* along with marked up drawings and installation diagram of al nOum horizontal ;s rolling window,prepared by Fenestration Testing Laboratory,lnc.,'Test ArwrMo. • • FTL-5459,dated 01/17/08, signed and sealed by Michael R.Wenzel,P.E. (Submitted under NDA No. 09-0105.02) C Manuel ,P.E. Product Conti miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E- 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(cowiNUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-3995,dated 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Submitted render NOA No. 04-0120.01) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked--up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51" A Edition 0014)and of no financial interest dated 03/16/15 and revised on Q8/0?/j 5, prepared by Al-Farooq Corporation,signed and sealed by JavaZ Ahmad,P.E"' 2. Glazing complies with ASTM E1300-09 :0 9999.. 9999 999900 996.0. . D. QUALITY ASSURANCE 9.99 .. 1. Miami-Dade Department of Regulatory and Economic Resourc8S jRER). • •' ":••. 00600• 9999 .. 9999.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their .•••:. 9999.. "SentryGlas@(Clear and White)Glass Interlayers"dated Q6/2.115,expiring on :s o 6*: 07/04/18. • • 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 3. 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. Manuel gorei,P.E. Product ContrEx iner NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 26,2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110 02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory, Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No.FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08,issued to T.M. Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. 000000 . 0 000000.0.0 .. . 0000 . 0 0000.. 0000 0000.. 0000.. 0000.. 0000 .. 0 . . . 0000 . .. 0000. 0 . 0000.. ... . 0000. 6 0 0 6 .. 00 00 0000.. 0 660.6. . 6 . . 0 6 0000.. ...... 0 6 . .0606. 0. 00 nw, Manuel P96ey,P.E. 4 Product Control kyAminer NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS ,.{► ADDL.ANCHOR eCR�fEI�AD. go �V Sof ex ICearyAnd Color Glass Ker a9roroy SentryGlae •••TM`il' t�C�00 WRY. •• •.i•MAX. By 'Eastman Chemical Co.' By'Karoroy Amertco,Inc.' • • ••• • DOW WIDTH Z 3/16"ANN. GLASS 3/16"NEAT STREWD GLASS ••• • ••• • • • 9 " 6"MAX. SILICONE SILICONE FALSE MUNTINS 8" SI� CORHFANERS g GE RGS7700 GE RGS7700 (SURFACE APPLIED q 3" tg z m DOW CORNING 995 ? DOW CORNING 995 •• •MAY•BE U • • • O LL • • • • /-� it it II 11 •• • • • •tt• 410 t� tt /c/• �d it _ 11 It _ 4 Q z C ...%-----iit 4 - -K-511 E n 0 5 1I �, H 0 1� /�" 5 ;t+2' g6 AT tj4 POINTS ON LITES A7 1/4 POINTS ON LRES t�� it �� 5 28 WIDER THAN 36'ONLY WIDER THAN 36'ONLY Jr Z • $ �F m J Ii II 11 a) -I � g Y E TYPE ,B, 7/t8'OVERALL GLASS 7/18"OVERALL GLASS a ji tl i P 1/8'TEMP.CLASS � 11 a Ii it 3/16" HEAT STREN'D GLASS 3/16'ANN. GLASS 1/4"AIR SPACE ❑ II U 6 1 8 �; ti �I m .120"Interlayer 120'Interloyer 1/8"ANN.GLASS 3 Csn Uvskol S Uvekol S ,090'Interlayer to By'Allnex USA,Inc.' By'Allnex USA,Inc.' Soflex Clear And Color Gloss "- R)m By'Eastman Chemical Co.' ...... 1 ... ,0 n 3/16'HEAT STREN'D CLASS 3/16"ANN.GLASS 1/8"ANN.GLASS V a a 32 7/8' 33 1/2'.T= m -I Lzu �.r SILICONE SILICONE SILICONE D.L OPG. D.L. OPG. � GE RGS7700 GE RGS7700 GE RCS7700 8 3 w U z DOW CORNING 995 Z DOW CORNING 995 z DOW CORNING 995 37 1/Y 'a 086 1 'ado it �i ji �i 1 I VENT WIDTH _ _ a 0 n TYPICAL El EVM N XO OR OX SIZES a g a c o g MAXIMUM DESIGN LOAD RATING - PSF tX ��•jl FOR SIZES SHOWN ABOVE OR SMALLER AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LRES g 2g g AT 1/4 POINTS ALL SIZESP=1 YPE A_ GLAS4 TYP13'B' GIA38 TYPE'C' G1ASg TYPE'D' GLAS3 TYPE WIDER THAN 36" ONLY WIDER THAN 38'ONLY INT.(-)', EXT.(t) INT.(-) E .(+) 1NT.(-) EM.(+) 1 NT.(-) E1CT.(+) iNT.(-) .TYPE DTYPE E __9G.D 90.0 130.0 so.o 90.o ss.o .o 79.0 79.01/2"OVERALL GLASS 1/2'OVERALL GLASS 11/18'OVERALL INSUL.GLASS o13 BN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES,SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF. L' ° GLAZING OPTIONS NOTE: �E�2�Es 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM IIORIZONTAL ROLLING WDW BASED ON ASTM E1300-09 (3 SEC. cusTs) P„ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND FLORIDA BUILDING COMMISSION ON o c S o CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY DECLARATORY STATEMENT OCA05-DEC-219 B a ?o HURRICANE ZONE(HVHZ). - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. R c MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Eng,JAVAO AlIMMD e APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCT RP.VI36D i FLA PE 70592 ascomplyinglAdi Illodb 8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL C.A.N. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Budding WILL APPLY TO ENTIRE SYSTEM, NOT PART OF THIS APPROVAL. Acceptance No g ° A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ex isalion Dae ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. By droving no. PrOdUt7 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT M•nt COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE APR 2015 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 7 .. .. . . . . .. . . . . . . . . . . . . . .•. 0% ADDL ANCHOR REDD. FOR INSTALLATIONS IMO • D ANCHOR REQA 000 • 000 WOOD STRUCTURES OR •FED TWNS Ifi•O• • •• • — Qa THRU WOOD BUCKS INTO MASONRY 1 DO MAX. THRU W(t0 Che"MMAA50:� •• • t t!' •• Q WINDOW WIDTH 10 1/4" • -•r. w� FALSE MUNTINS 8' H\ILL. 9 3/8" . MAX. g"�, FALSE MUN11N5 14 7/8' 3' 6"MAX. (SURFACE APPLIED) 3 AT FIX.LITE (SURFACE APPLIED) A MAX• HEAD/SILL MAY BE USED A HEAD\SILL HEAD/SILL 3' 3 AT VENT CORNERS WAY USED • 3 • •• •HFA • .... CORNERS • • • • • {• I s�yL 1 ,� I �o u I 1 O a I - '� rl I • •il • • ••• ��• II y C Ii ii �I i ❑ I� C u II n 11 it n 4 'I H 11 II 11 II � - II D JI II IL I S dl -Ir___-it=: 0 li if { Q o a (g� i, i/ u s ii i/• u ii �/ i to A s IT � r--- o ,p J u 'I n • 3'i it Me$ °4j Ro n mo it I, a 11�I' II II�II a i ❑ II 11 11 It g I� II 11 II 11 Ip-� r II II 11 11 II II i �I II IL_ _JI _ ...... v p JL__ _= 11-_= _.. IF--ar===-rr-- �====n -=-lr---�F-- II I II ❑ I tl II ' I B II ii II II �' B ° jl 3 n 32 7/8 33 1/2 32 7/8° m 24 5/8^ 50"MAX 24 s O.L.OPG. O.L. OPG. O.L OPG. $ D.L. OPG. D.L.OPG. D.L.OPG. N Z t Y �llV 37 5/8' 37 5/8' '� 29 1/4° 29 1/4" O O m PENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z a..O a. TYPICAL ELEVATIONS n 0 XOX SIZES XOX SIZES ��o 0 MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF F:-a FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE'A' 1 GIASS TYPE'B' CLASS TYPE'C' C1A33 TYPB'E' CLAM TYPE'A' GLASS TYPE'g EXT.{+) INT.(-) EXT.(+) INT.(-).._. z 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 380.0 PSF. WITH SPRING LOADED ALUM LATCHES, g FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS IETO*80.0 PSF. v T c vF V m o 0 �oSs��2 Engr:JAVAD AHMADPRODUPRODUCTRHY13fiD �y FLA PE ggL 70592 as complying with th0 Flloorrift $ 4 CAN 3538 Hmidi9g Code 15'D5D g1y� A k '� Aceepin al �(dJt'i R o NOTE: s 'alio 0 u GLASS CAPACITIES ON THIS SHEET ARE BY BASED ON ASTM E1300-09 (3 SEC. GUSTS) Miami drawing no. AND FLORIDA BUILDING COMMISSION WO8-8� DECLARATORY STATEMENT DCA05-DEC-219 AP 07 2015 sheet 2 oI % •• • • • % •• • • • • • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS y �y SEE ELEV. SEE ELEV. 18Y FOR SPACING w • O' AL••e FRR SPAS]" � ro WOOD SLICK • • • STUDTU%E'• •w • • - ..--.• .a :..EDGE 01ST: • e • • e • • F�_________ .. .. •. .. . . . . . . . . . . . . ... . . . . ... 1/4'SHIM O 12 O \'?' • • ••• • ••• ��� MAX, VENT WIDTH • • • • • • •• • m 18 2S i 4* • TYPICAL.ANCHORS • • •� METAL 1 24 15SEELm STRUCTURE B � •. •4.0R•epACING 000 • �nnv a P_, ----- ❑ '� 1/4a 19 •• F.. •• • ••• �! n �' 1S •• 1 • • • • ' imi mi_ _.._.. ~_____SCREENS OPT. _______ .._____._ _._..._ _._ .-._..._.._...- 7 Q 01� a Q WqpD BUCKS 0 W TYPICAL ANCHORS 9 19 ._. O.LO. _.__......... - s d b FOR SPACING 4 EXTERIOR —......_ r_ -J WINDOW OX OPPOSITE I t..l �/ 1/4+M ^ 1/4°SWM VENT WIDTH VENT WIDTH SHIMS O M MAX. .. J W XWOODK _ SEE EALLEV ANCHORS J _ FOR SPACINGW1 1/4"---SCREENS OPT. -____ "-` --v=:- �____" SCREENS OPTS-- w S2 _ o L'i tt,tt O.L.O. e 187 SETYPICAL EEECELFJ EXTERIOR —�_ wow BUCKS FOR SPACING WINDOW WIDTH c }} XOX LAYOUT TYPICAL ANCHORS m 8 SEE ELEV. FOR SPACING MIAMI-DADE COUNTY Li $o ro m APPR,0 MULLION c. ;� ' SEE SEPARATE NOA a ffi (VENTS WITH --- Il > IT---i SPRING LOADED LATCHES -- :_: En r:JAVAD AHMAO 9 CM�yl PItODUCI RBYI5GD S ................. FLA PE#70 2 II diupgYCalevith tho llonda 8 A<ceplaace Nol�'��'2�fQj� kation Date .- -------SCREENS OPT. _........_.._._.._.) IL___J1 M produclC,aaU01 drOWing na. EXTERIOR R O?2019 WOS-81 WINDOW WIDTH WINDOW WIDTH _ sheet 4 Of� • • ••• •p• ••p • ••• •• •• • •• • • • • • • • • • • • • • ••• • • • • ••• ��� �J 1/4•SHIM © O (La) • • ••• • ••• MAX. ....._..._...............__.. .._..._._._VENT.WIDTH_ _ 7-'• • • • • •• • • • • • • • • • • • 18 •SHIM 1 p $�TSYEEpEE ANCHORS • • Q J 5TRUCT METAL 4 15 8 • ••• • �• .•F'OR STRUCTURE'\' SPACING d • • J�]S 19 • > • • 00 _.: :...... s =: ftl4j- E11,17 SCREENS OPT. -------� W�„00 BUCKS ....................... o z"IOU A 1fi I Q��i el TYPICAL ANCHORS ------466111 P D.1.0. ____ 5 ... .. FOR SPACELEV. 4 EXTERIOR a r---- wINDGW WIDTH _ XO LAYOUT OX OPPOSITE $ �IMAX Cl 1/4°SHIM O VENT WIDTH VENT WIDTH...._. T....SHIMSO M.. ley �LdW WOOD BUCKS z FTt'WOOD SUCK N E U OR __. _. WO STRUCTURE p.6 L 1 /2° r_._: a.l J4° 0.0 - , n _.__. Z _.._. a � ta.— ._._..�.. ° TYPICAL ANCHORS a ---SCREENS OPT. _____ _-_^ ----- SCREENS OPT.--- SEE ELEV. 1y - - _ _ �R SPACING y( D.L.O. s O1 �t l TYPICAL SEEGEL EXTERIOR s o FOR SPACING WINDOW WIDTH c ~ XOX LAYOUT ° z€S TYPICALANCHORS SEE ELEV,FOR SPACING MIAMI-DADE COUNTY m $o APPR,D MULLION e m SEE SEPARATE NOA� c >� 9=_� VENTS WITH N 0 L I Q m U D w { SWEEP LATCHES �- Ti .111.. .. .._�._- _- Engn JAVAD Al. @ 9 9 PRODUCT NP,VlSgO 3 11 i t FLA.P p 70592 comPlYing with Ih¢Florida g 3 CA 3530 Suitdiag Godo 1 1 I I Acceptance Not .- .._.._._z::_•_:.t-. IT 11retlon Datc S $ if I I � •"'•'----SCREENS OPT. __.. L---I Minm' ct drewing no. EXTERIOR qpR ltllfi W08-81 WINDOW WIDTH WINDOW WIDTH --�-� ' sheet_5_of 7. .. .. . . . .. .. . • . . 0% . . . . ••• rr'' __.......... -3.069 1.375 -� 1.000 �+- ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPIA9R/RIWRXS V } I 1 TM-19) • 1 FF�tE EOR•• • ••• 6063-TB - to I ap .082 082 Y...... 750 2 TM SILLAE 6083-T6 .888 .,..�, 3 TM•1340 i•1p FFid1E 51..TOP • __• 8083-T8� __... 0z._ .._ .... 1.875 .)._.. 1.2$0 _._..... 4 TM-1'y2 AS EDD.._ -- B-�� -•it. ... .... 8U8J-T8._.. ... ..__-.... - 2.437 1.425 ,125 -- iii333 $ TM 131A AS REOD. FRAME JAMB-FIXED 6063-T6 - 14 WIND LOAD CLIP 6 TM 138 2/PENT 70P AND BOTTOM RNL 8083-T6 " 1.000 __ .... ......__ ..._.__......_. -..___-. ......_ 1.500 7 TM-139 1/VENT JAMB STILE 6063-T8 1.000 8 TM-140 • 1/•YEM YSTINO sm 000 •• 6063-TB - 0. TOP & BOTTOM RAIL O 1.0� 9 1M-137 • t/ ( RI ICH) 8083-TB - 9A TM-137A 1/04EM STEWSWEED LATCH) • 60_63-T8 - $ a V FRAME HEAD 1.750 --A 0 TO TM-13!: __�1 L •• -- 8083-T8 - ----- W .05411 TM 135 _ 1 50.1.CLIP ADOPTER, 12 LDNC 8083-T8 AT MIG.STILE LOCATION 12 TM7118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 8083-T6 AT MID SPAN d{hIS 1.480 ,125- t2A _ 1/VENT METALLIC SWEEP LATCH - AT MIO SPAN $, .077 2.201 128 08 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS ILL L_ 1.375 t5 MIG. STILE REINF. 13 TM-141A AS REDO. GIA2ING BEAD(LAMINATED GLASS) 8983-T8 P 313r14211 .503 065 1.000 13A TM-181 AS REGD. GLAZING BEAD(INSUI..LAM.GLASS) 6063-T8 -� .500 14 TM-154 AS READ. WIND LOAD CLIP,4'LONG 8083-TB - 1$ - 1/STILE MONO STILE REINFORCING 5063-T6 _ .._.._..... _._. .� - !' 7�- Ni - 2/STILE FIXED STILE REINFORCING 8063-TB - .107-J 000 1_7 W312_25___AS R_EGD. FIN SEAL W'STRIPPINO(.270'_X_.220'_HIGH) WOOL 9i 10 SILL TRACK JAMB STILE '125 I 18 W43371 AS�RE00. FIN SEAL W'STRIPPING(.187'X.370'HIGH) WOOL - 1.071 -3 19 W43201 AS REDO. FIN SEAL W'STWPPiNG(.167'X.200'HIGH) WOOL - U, OI 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8'X 1/2'X 1-7/18'LONG p p 16 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE PLASTIC AT EACH END & p n .062 .055 22 - - VENT ROUMI/WHEEL BRASS - U 1.zss 7Yp, w 1.298 23 812 X 1' 2/CORNER FRAME ASSEMBLY SCREWS P.H.PHILLIPS SMS o Z 2.373 24 010 X 1' 2/COMER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SM5 i 1.37$1.000 1.546 .049 25 - 1/LATCH PENT LATCH SPRING. SL STEEL - O d 1.235 26 W31175 AS READ. FIN SEAL W'STRIPMNG(.187'X.175'HIGH) WOOL - Q O m m �....__ 27 RA-151 1 SILL RISER 6083-T6 - Z O_O 11 SILL CLIP ADAPTER 28 - AS READ. SETTING BLOCKS EPDM DUROMETER 8015 SHORE A 1.750 .062 �i 1.408 tn Q MEETING STILE VENT LATCH I-�IL 12 2.312 ....._........2.312._.. t� .055 .055 -435 .183 1.719 3.270 .602 •40 50 62 .540 .400 .500 2.708 1.437 1 000 1 237 1.375 1 000 1.237 1 I 0 Z .082 3�, i .823 �• c�y 1.750 1.750 O O m $�$H teat � 13 GLAZING BF110 13A GLAZING BEAD m$ (;� O FIXED STILE (SPRING LATCH) lJ FIXED STILE (SWEEP LATCH) (LAM.GLASS) (INSUL. LAM. GLASS) �! FRAME SILL TOP 1.764 .937 0• -'" 3.069 � OB2 ,062 C a m u c w 062TYR TTP. .062 c 1.799 2.820 1.819 Ertgr.JAVAD AHMAD PRODUCT RENISFiD �_ r •092 3.042 3.203 3.168 3.042 I CML 082 -f1. FIA.PE 70592 bmPIyBwwlIS FIMMS j ing TYP. CAN. 36 AlKLtlanco No lS 45 1.858 RIP LEG ,163 Rx'mf Dato $ By .T�.............._....._._.___ ___ .50D AS REQO. Mi ... _ I _...._... n 7,1 Mi.i Dalt Pro uc drOWing no.1. 3.069 �1 .878 .875 1 4U1;1 �� FRAME SILL BASE O4 FRAME JAMB - VENT 05 FRAME JAMB - FIXED I 27 SILL RISER sheet 6 0/ 7 . . ... . . . ... • . . . . • . . . . . . ... . . . . ... .(2}012 x 11/4'PH.SNS. (2)S10 x t°PH.SMS. • • • -1)110 I'PH.SMS ASSEMBLY SCREWS ASSEMBLY SCREWS • • • • EWS •• • ................. • • ••• • • • • • •• 7e �# s • ••• • \ a fCsl \\ � • s•i i • • i• • Q� a" 4 a z3 I LLZ�� J FRAME TOP CORNER t p rn.. FIXED MTG. RAIL TOP CORNER c m m VENT TOP CORNER O M.. .._.(4)#12 x 1 1/4'PH.SMS. ASSEMBLY SCREWS J W LL J Z 086 86 za 0 moo PRO (2)#ASSEMBLYPSCREWS I3 z$a \ \. � 0 ILL o 0 0 0 O Fl ED MTC. RAIL BOTTOM CORNER I Engr.JAVAD AHMAD PRODUCT REVISED qR gLs2 ns complying with the Florida FRAME BOTTOM CORNER (ASSEMBLY SCREWS SMS. nnal�ig, 015450 2q N cotton Datc 2019 1 1 8 to VENT BOTTOM CORNER Miom Product trd drawing no. W08-81 7 21111 sheet 7 of7