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WS-13-2506 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202558 Permit Number: WS-11-13-2506 Scheduled Inspection Date: December 17,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GARVER,EDUARD&PAULA Work Classification: Window/Door Replacement Job Address:153 NW 100 Terrace Miami Shores, FL 33150- Phone Number 305-754-6070 Parcel Number 1131010230220 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 4 IMPACT WINDWOS Infractio Passed Comments INSPECTOR COMMENTS False II Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 16,2013 For Inspections please call: (305)762-4949 Page 11 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 0 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 ®oo®ooap�om�oom oomoo FBC 20kO BUILDING Permit No. C PERMIT APPLICATION Master Permit No..W S 1 '3 —QS( Permit Type: B UILDMG ROOFING JOB ADDRESS: S > -- K__� I®o City: Miami Shores County: Miami Dade Zip: 3 -3.150 Folio/Parcel#: 11 - 3 B®I - ox,'_-) Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): �C Ci ;-� ° u� Phone#: •_)n•x�ff 6 Address: 155 row IC7C VI V— City: &W�j- t-p—� State: Zip: I'S o Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792A415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip. 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration#: CGC061890 Certificate of Competency#: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER:Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 00 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: DAdditio OAlteration ONew epair/Replace ODemolition Description of Work: ` 7 lac c k4 �f''n Color thru tile: Submittal Fee$�b Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) N/A Bonding Company's Address 1 City State Zip Mortgage Lender's Name(if applicable) NIA 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 roved a a rein n fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this. day of 43Ny ,20Q ,by -AUQ t& C,t&d ere,t'• day of 1W ,20 9?S,by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced As i cation and who did o as ie en fic n and who did take an oath. NOTARY P LIC: Z e NOTARY PUBLI gn: Sign: Print CAROLIN MARTI ' $"� print CAROU A Zt� My Commission E pires: My Commission Exp• "'• ` APPROVED BY /I f�7 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) I it i Miami-Dade My Home Pagel of 2 My Home r MIAMI4DADE Show Me: Property Information Legend Search By arts Properly Select Item $' . Boundary Selected 4 Property Text only Report Homestead Fraud °. �.t61ST ''^0 0 street .y d Property Appraiser Tax Estimator, Property Appraiser Tax l 0 / Highway 4 { Comparison � � � Miami-Dade County Portability S.O.H.Calculator � i � � ■ water Summary details• �y'�itW tcsl't qtr, _.. __ . _ ._. ._. . Folio No.: 11-3101-023-0220 Property: 153 NW 100 TER Ir Mailing EDUARD J GARVER (t E Address: PAULA V GARVER i f 153 NW 100 TER MIAMI SHORES FL 33150- ibi1t11t�f Property Information: ° a 800 SGL FAMILY- Primary Zone: 1701-1900 SQL CLUC: 001 RESIDENTIAL- INGLE FAMILY BedslBaths: rs. Floo 1 ng Units: 1 Ad] Footage. 1,920 Aerial Photography-2012 0 �111 ft Lot Size: 8,143.20 SQ FT Year Built 1949 1 53 41 BONMAR PK DD A RE-SUB PB 24- My Home I Property Information I Property Taxes Legal 1 LOT 13&E1/2 LOT I My Neighborhood I Property Appraiser Description: 14 BLK 3 LOT SIZE 5.400 X 108 OR 20005- Home I Using Our Site I Phone Directory I Privacy I Disclaimer 803 10 2001 1 OR 7356-0170 0610 01 Assessment Information: ear: 2013 2012 If you experience technical difficulties with the Property Information application, nd Value: $73370 58 696 or wish to send us your comments,questions or suggestions uildin Value: $148,618 167 741 please email us at als(agniamidade.gov. arket Value: $221,988 226,43 ssessed Value: $221,988 226,43 Exempt(on Information: web site ear: 2013 1 2012 ©2002 Miami-Dade County. ome sad: $25,000 1$25,000 All rights reserved. n Hom d: I YES I YES Taxable Value Information: Year: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $171,988 $176,437 County: $50,000/ $50,000/ $171,988 $176,437 City: $50,000/ $50,000/ $171,988 $176.437 School Board:. $25,000/ $25,000/ $196,988 $201,437 Sale Information: ale Date: /2010 h :// 'sims2.miamidade. ov/m home/ ro ma .as 10/24/2013 � � g Y P P P P 5 i 4 ® ' a 9 4 8petlatly kngbheerbhg Cor ev0ante,Inc 4¢t � 188981N 30 Ahrethue,8u9e h�0 4'� mm Dada - p Bamlh R 5 n �QA#X17 Risk I l69 IS6 - to Risk 2 175 170 170 BwInton • h 3814 180 F =qh (ccp- � 1 clh9 raldeLm plasmas bawo on the mean roof hajohL And WW not etaleed -W. n wessures are br an enclosed or mquftm- v 173 1620F11CforHVkMwFib.26-5.1e 3 r datemhNethemeanroof + Riakcamgoy R T"1.5-1.pogo 2 4 &d zorro d��thoe Ia 1he lessor of 10%9 1 WkM,*r4Q%ofdWmEmrod btendnotlesoftsenE > c 3�26.7 If 90%of a Is N e zone then that aom la oorhetderad to be Inzorro One of Me If kf In 8 Kd @&5 Tanta 26.6•t,pew 250 8 Ehhoh oom wbulow door mu8lon a area Bret is area to be hre w. d rat b0less 70 . Kzh 1 Kp=26.8-I.pap252 7 For NOM dud- uko Kd•.0 1.18. OCpi 418 .0.18 0.55 8 we based on Allwo4ble Wm doolon. pbahofmof 3112 14.04W= 9 IM-n thme 14.0de>p�e 10 chetffiatulvalaea n 14 11 Mw n are aaleuleted tn 7-10 92 No mhluo0on Is taken for olopeo leas ftnl0dGA Ama d-wongg A"adcomponad Amaompapput Amaof of Am gf 10.)d Mod 20.04 5)sf 30)d 35.0.f .0 d 45.0 it 50)d 5. mmpA Y Hoism Zone 4 4 Zone 5 4 Zones Zone 4 zone 5 Zone 4 Zone 6 Zone 4 Zang 5 Zone 4 Zones Zone 4 Zone a Zom j ZaneS Zove4 Zone a 40.1 f�wl 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 347 315.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 14 -43.4 -42.2 -41.3 -43.4 -53.6 41.4 -49.8 41.0 -49.0 -411.6 48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -452 -38.6 44.40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 372 36.7 36.7 363 36.3 35.9 35.9 35.4 35.4- 16 -44.0 -54.4 42.8 -52.0 44.0 -54.4 410 -50.3 41.6 -49.7 41.1 48.9 -40.7 482 40.3 -47.4 -39.9 46.6 -39.5 45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 39.5 38.1 38.1 37.6 37.6 37.2 372 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -35.1 43.4 -52.7 1 -44.6 -55.1 42.5 -51.1 -411 -50.4 1 -41.7 -49.6 1 41.3 .48.8 -40.8 48.0 -40.4 1 472 -40.0 46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 372 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 -45.1 -55.7 43.0 -31.8 -416 -51.0 -412 -50.2 41.8 49.4 -413 48.6 40.9 -47.8 1 405 -47.0 -40.1 46.2 411 411 40.8 40.8 42.1 411 39.9 39.9 39.4 39.4 39.0 39.0 38.3 38.4 38.1 Al 37.6 37.6 37.2 37.2 36.7 36.7. 19 -45.7 -56.4 -44.4 -54.0 -45.7 -56.4 -43.5 -52.4 -43.1 -51.5 42.7 -50.7 -42.2 -49.9 -41.8 -49.1 41.4 48.3 41.0 -47.5 40.5 46.7 416 416 41.2 41.2 416 416 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 1 -44.9 -54.5 46.2 -57.0 44.0 -52.9 1 -43.6 -511 -43.1 -51.3 -42.7 -50.5 1113 49.7 .41.8 48.9 41.4 48.1 41.0 -472 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0' 37.5 37.5 21 -46.6 -57.6 45.3 1 .55.1 .46.6 -57.6 144.4 -53.5 -44.0 -526 43.6 1 -51.8 -43.1 -51.0 417 -50.2 1 413 49.4 41.8 48.5 41.4 47.7 43.4 43.4 410 410 43.4 43.4 41.1 41.1 40.7 40.7 402 402 39.7 39.7 393 39.3 39.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 -58.1 44.9 -54.0 44.4 -532 44.0 -513 43.6 -51.5 43.1 -50.7 417 49.9 422 49.0 41.8 482 43.8 43.8 414 414 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 383 383 23 47.4 -58.7 46.2 -56.2 47.5 -58.7 45.3 -54.5 44.9 -43.7 44.4 -518 44.0 -510 43.5 -51.2 43.1 -50.3 416 -49.5 -412 48.7 442 44.2 418 42.8 44.2 442 41.9 41.9 41.4 41.4 40.9 40.9 40.5 as 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 4&0 -59.2 46.6 -56.7 48.0 -39.2 45.7 1 -55.0 45.3 -54.1 44.8 -53.3 44.4 -42.5 43.9 -51.6 43.5 -50.8 43.0 49.9 416 49.1 44.6 44.6 43.2 43.2 44.6 44.6 422 42.2 41.8 41.8 41.3 41.3 40.8 40.8 403 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 1 -59.7 47.0 -57.2 48.4 -49.7 46.1 -55.5 45.7 1 -54.6 45.2 -53.9 44.7 -519 44.3 1 -511 1 43.8 -512 43.4 -50.4 419 49.5 45.0 45.0 43.5 43.5 45.0 45.0 416 42.6 42.1 411 41.6 41.6 41.2 412 40.7 40.7 402 40.2 39.7 39.7 39.3 39.3 26 4&8 1 -602 47.4 -57.6 48.8 -60.2 46.3 -35.9 46.0 -54.1 45.6 -54.2 45.1 -53.4 44.7 -515 442 41.6 43.7 1 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.3 43.3 419 419 414 414 410 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 492 -60.7 47.8 -58.1 49.2 -60.7 -46.9 -56.4 46.4 -55.5 45.9 -54.6 45.3 -53.8 45.0 -519 .44.6 -310 44.1 -512 43.6 -30.3 45.7 4$.7 44.2 44.2 45.7 45.7 43.3 43.3 418 418 413 413 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 .61.2 48.2 1 -58,5 49.5 1 .61.2 1 47.2 1 -56.8 46.8 -55.9 46.3 -55.1 45.8 -542 45.4 -53.3 44.9 -52.4 44.4 -5116 44.0 -50.7. 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 416 416 411 411 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 49.9 -61.6 4&5 -59.0 49.9 -61.6 47.6 -572 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -528 44.8 -52.0 44.3 -51.1 46.3 46. 43.4 419 419 414 414 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 1 -Al-11 48.9 -49. -57.6 49.4 -S6.8 1 47.0 1 -55.9 1 46.5 -55.0 46.0 -54.1 1 45.6 1 -53.2 1 45.1 1 -513 44.6 -51.4 APPROVED BY DAME ®NINa ®EPT Al\vj BLDG DEPT NO Y 0 fi 201 SUBJECT TO COMPLIANCE WITH ALL FEDERAL a ,fie OCT 2 g 213 STATE AND COUNTY RULES AND REGULATIONS _. MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:153 NW 100 TERR MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Acceptance roduct Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion e# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 12-0208.03 +75.0 -85.0 +40.1 -53.6 38 7/8 x 813/4 NO YES 2 WINDOW FL13010.4 +55.0 -55.0 53114 x 20 1 x 3(+/-67.5) 3 FL9520.1 4 1 x 3(+/-67.5) 5 FL9520.1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 :mWl`i 76F[t" ';'(`WR7R yh,TOTAL ;..: 6A.,r 9 d der y 1 _ t 531/4 x 20 (+/-55)FL1301o. MULLION 1 x 3 NOA# - fi fi r_� t fi �- a-_ —� Fl.95zot(+/-67.5) , .a = f i t- ! 1 1_7 - �- -t � _±- - r- I -e —mil - +-�•-�- 7 -i •• r - ..T 38 7/B x 813/4 1 - ' •. .} 12-020&03 T ! i I _ 4 t— - _ , 1 t T. f r • I -- 7 i Florida Blrilding Code Online bftp://www.floridabiiildingorg(pr/pr qp 0.aspx?pazam wGEVX, I acs HOMe {Log In j user��don I Trot roars I suhmt Sumharge ( slats a Fads j waneaerons j FBC�I acs Ske Map ; Luca I search<I usines Pp/��prc i Product Approval i 1!.i Gss• . • 1 useR Pubk use Pmdurt Aptxoval Menu> Search>6MUtbn >ApptaratMn Cetefl FL# FL13010-PI Applicablon Type Revision Code Version 2010 Application Status Approved Comments Archived n Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue` Ocala,FL 34474 (352)368-6922 ExtZ07 mlafevre @cwscc Authorized Signature Michael LaFevre mlafevreCbcws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 btenace6cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 -Ext 221 fthompson0cws o Category Windows ' Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Rate 0721/2020 Validated By Steven M.Urich,PE C1 Validation Cheddist-Hardcopy Received Certificate of Independence EvalReo CWS-433A(PW-8100.36x72,IMPACT]odf Referenced Standard and Year(of Standard) Standard YAK AAMA/WDMACSA1101/I.S.2/A440-05 zoos ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM£1996-02 2002 PA TAS 201/202/203 1994 1 of4 7114hA17 10til3 AAA Florida.Building Code Online bttp://www.ftoridabi ildingorg/prlpr app_o=asAX?pwwxrl 'wGEVX.: Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Surnmary of Products FIL ik !Model,. Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation I:istruc ions Approved for use In HVHZ:Yes FL R1 II CWS-433A(PW-8150,36x72 Approved for use outside HVHZ:Yes IMPACT)_odf Impact ReWstant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+75/-75 Created by Independent Third Party:Yes Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile Evaluation Reports Impact FL1301b R1 AE DuPont WA NOA 11-0624 01.odf EL13010 R1 AE EvalRep -4 A(PW-0150.36x72, IMPACT).odf FL13010 R1 AE MIkron NOA 11-0830 09 odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head& Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL13010 R1 II CWS-510A(PW-8150,74x72,ContHdS1 Approved for use outside HVHZ:Yes IMP).odf Impact Resistavit:Yes Verified By: Lures A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other.Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer Iite must be safety glass above 30 ft.In HVHZ. FL13010 RI AE DuPont PVB NOA 11-0624 al.rxlf FL13010 RI AE Evalgen CWS-510A(PW-8150,7402 ContHdSI.IMP)-.adP FU3010 Ri AE Mikron NOA 11-0,830 09 arif Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R1 II CWS-373A(PW-8300.120x48, Approved for use outside HVHZ.•Yes IMPACT).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Other:PW=8300,120"z 48",DP=+/-70 psf.Large !Evaluation Reports Missile Impact. FL13010 R1 AE_DuPont SOP NOA 11-0624—O2 adf FL13010 R1 AE EvalRepCWS-373A(PW-8300 120x48 IMPACT).odf FL13010 Ri AE Mikron NOA 11-0830 09 Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC FWFJn Fixed Window. of Use Installation Instructions Approved for use in HVHZ.Yes FLI3010 R1 fI CWS-1,59B(PW 78300,IMPACT),odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,See Installation Drawings for FL13010 R1 AE DuPont PVB NOA 11-0624 01 odf Max.size and DP's. FL13010 R1 AE DuPont SGP NOA 11-0624 02 odf F-L 3010 R1 AE EvalReo CWS-1595(PW-8300. IMPACT).odf �„f2 ')IIAI»nl7ln-m AA Florida Building Code Online bttp://www.floridabuildi tw orepr/pr app dtl.aspx?param�rGEVx FL13010 R1.AE Mikron NOA 11-0830_02, Created by Independent Third Party:Yes Contact Us::Plnnc 850-487-1824 1940 North Monroe SUeet Ta�Iv�ssee FL33?0 The State of Fbrida Is an AA/tD empbyer,Coowiaht 2007-2010 State of�orida.:: Uhler ftrida law,e:ma8 addresses are pubk records.Uyou do rot want your e-aW address released in response to a pubk-records request,do not send elactrank mall to this.entity.Domad,contaetthe office by phone or by traddbrel mae.ff'yoa ha"any questions.reard6tg DBPW9 AM web amessNW,please cow our Web Mastaratwebmmftrdtdbpr ?ty.& Prodad Appratrai Accepts: t;.mritvm n.,,:c yr nvs► of 2 ?/1 a/nnl') Ill-01 An Lucas A.Turner,P.E.,MBA Evaluation Report 159B 2080 Mauve Terrace North Port,FL 34286 Ph. 941-380-1574 December 14,2011 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 Manufacturer: Custom Window Systems,Inc. 1900 SW 44'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-159B,signed and sealed by Lucas A.'Tumer,P.E.on 12/14/11. 2) Test Reports NCTL 210-3530-1,-lA,-2,and-2A,and NCTL-210-3672-1,-IA,-2;and- 2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05,ASTM E1886/1996-02/05 and TAS 201,202,203 1994 3) Supplemental Calculations to support CWS-159B,signed and sealed by Lucas A.Turner, P.E.on 12/14/11 Installation: Units must be installed according to approval document CWS-159B. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of +1-55 psf,or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf,with max.glass daylight sizes as shown in CWS-159B • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane-Zone • Requires glazing as shown in CWS-159B,with Dupont SentryGlas Plus Intedayer per Miami-Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami- Dade N.O.A. 11-0624.01 in DP55 units • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires Milaon rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830,09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. k a°ys2 " �®gyp • + yi�� NO'41 ®' c� 58201 � ` 12/14/11 it Lucas A.Turner,P.E. STA TE OF .6 FL PE#58201 Lucas A.Turner, P.E. 2011-12-1411:08-05:00 ''#�. erg°}o..�.o• aAkg "/OJIA �s� PICTUR5 WINDOW ELEVATIONS (LARGE MISSILE IMPACT) PVC IMPACT REQUI EMEhFf:. SHOWN W/DIFFERENT OPTIONS I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WITH • THE FLORIDA BUILDING CODE,CURRENT EDITION, 49114" 2.GLAZING OPTIONS:(SEE SHEET 6) MAK OVERALL FLANGE WIDTH 3.CONFIGURATION:FOXED LITE"0'. 48" MM UNIT WIDTH 4.DESIGN PRESSURES: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES GLASS DLO ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. B I I 5.ANCHORAGE:THE 331139A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 73114° 7 I THIS PRODUCT.SEE SHEETS 847 FOR INSTALLATION DETAIL.WIND LOAD DURATION MAX. F I I FACTOR Cd=1,8 WAS USED FOR WOOD ANCHOR CALCULATIONS. FANGEL 8 I C HE=IGHT I 7 S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRE=D. I 7.ALL FRAMES FULLY WELDED. .731/4" WOL OVERAU FLANGE WIDTH S.REFERENCE TEST REPORTS:NCTL-210.3530.1,.1A,2,2A,NCTL 2104172-1,1A,2, 2A I 69 Im. 72" S.SERIES/.MODEL DESIGNATION PW-8300. MAX I ) I GLASS MAx UNIT WIDTH . UNIT I \sr I' DLO 10,1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO �°'• PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCk AND FRAMING IS RESPONSIBILITY I I GLASS DLO OF ARCHITECT OR ENGINEER OF RECORD. I I I 77 N4" MAX OVERALL FLANGE HEIGHT I A .6 D /'�A 7 8 MAX [\r/] UNIT HEIGHT I 731/8° GLASS I DLO DESIGN 5 Bf UPDATED.PER 2010 FBC 12;6!2011 LUCAS A.TURNE FL P.E.68201 A UPDATED PER NEW FBCRE UIREMENTS 7/07/2005 tYoiutrlrl"Z 1 WOREW Tfi4�i 'Al Ci f�.�tiC,L 9J g�''�•`s, ."iVOdDOWS&oo�IS TABLE OF CONTENTS Nc 58201 �A�: 1900 SW 44TH AVE, GENERAL NOTES&ELEVATIONS_........1 C k t * c OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES...........2-3 = L SHAPES....................................................4 Lnc�a Tlm�r,P.E. 20;1.12-141 i:08 05:00 4 a�� �t3ENERPIL NOTES&ELEVATIDNS-LARGE MISSILE tiviPAC GLATJNG. i •1`.,�ti``���.' "8C/0W 8/&1057 SECTION V ......-.6 PRWRIETARYANDCOM0214ML. 2!14M a Q EXTRUSIONS&S.O.M............................7 HEWOR AnONCONTAIN DNTHSCRaw gIST FBOLPPROMTYCFCUSTOM PVC FIXEDLTE Nis INSTALLATION DETAILS..................... RO � SP ovr me m'A MM.PEW° PFCUSTOMVIN ST MS.OR IIS MTEM , 9 B 1OF9 W MAX ( 4"MAX 14_°MAX O.C. mp) (TYP) 4.MAX (T MAX -7A 82E NOTE 2 (ry .! MAX O.C. eEE NOTE S Cn'P) � �� , IC MAX.O.C. I W MAX Q.O. I INSTALLATION ANCHOR(TYP) INSTALLATION _ ANCHOR(TYP) L C A C ANCHOR LAYOUT-()=LANGEI ANCHOR FOUT-ENIN 1tIRU FRAtAE(MAfiONRY OR WOOD OPENOKi) THRU Nkt (LN (COQ OPENM NOTES: 1.INSTALL ONE ANCHOR AT EACH LOCATION.ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP.SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD, 2.$HIM AS REQ D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 1t4". USE SHIMS WHERE SPACE GREATER THAN 1118"IS PRESENT, 3.LOAD B BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4,3 DW ELCO ULTRACON MASONRY CHOIRS.MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2112"SHALL BE 5.#10 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT.OF 131W INTO 213Y WOOD SUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. S.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 110 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 114"SHALL BE ACHIEVED IN EITHER DIRECTION. T.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 131 UPDATED PER 2010 FBC 12!8/2011 INCAS A TURNER FL P.E.88201 A UPDATED PER NEW FBC REQUIREMENTS 7107 2008 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL �iroal�i» NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ;V'+� +��q 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED.ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �� a.�'j6N ,.� A WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.65(SOUTHERN PINE OR GREATER) 4400 ti +� •.'k NTNOOtvS DOORS B..CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL . . No =01 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO A8TM C-90,GRADE N,TYPE 1(OR GREATER). 1k OCALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z G� ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT STATE OF f 1t . ;e•.�a q :�y�. 8300 $105/1007 PROMElIFIDEMM VERSION OF EREFERENC�DOCUMENY2S��LANOEWUVDOWB, r INFabannoNCaNrAIr Rnwuva�s soLEaAOP a atisrom ��+afiun�t�I....I£t�'� NO, FMAIAAMAI FIN WINDOW$ FMAIAAMA ) 71-EiWO3M170 COOT EDINI SDRAVNWISTHE ABAwHOLEwIOFcwE �y+SlpNA1°F tai. PVC FO(EDLrTE NTS CWS-159 FMAANDMA250(BOXWINDOWS)FMA/AAMAIWDMA300(EXTER�RDOORS)• wleTMPEIMISS�vOFcusTomvwNOowsrsrEm.w.IerRomnEn. +►iaollit � B 20F9 41 MAX— [Tr MAX O.C. tryp) (TYp) e°MAX. 7 818°MAX O.O. SEE NOTE 2 �•) SEE NOTE 8 JI- I 4°MAX I I MAX. I eTYp) I 8•MAXO.C. I I 7 818°MAX.O.C. I I m P) I I (YP) I I I I I I I I I I I - • I I • INSTALLATION' I ANCHOR V YP) INSTALLATION ANCHOR MT) I I I ' I I A1ICNOR LAYOUT- LANOEI n+su NE( FOaV RW I ANCHOR n NAILING bP(�FI�a y B UPDATED PER 2010 FBC 12/6!2611 LUCAS A.TURNER,FL P.E.8@201 Al UPDATED PER NEW FBC REQUIREMENTS 1710712008 ORE • *tt�y►rtivnrrr��fr ,yY��,,r ...:WINOOW3 @DOORS vT=t tQO 88201 ',�'a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 °s itz ANCHOR SCHEDULE-LARGE MISSILE IMPACT STAT% QP P& n�sm>FORraanoNCONrarscwrw9oanwWNO�sn @sa�raoar�n1o�c�usroM �' �.A: C?� 8300 o.8/08/2007 v�dRITTEN a�sa87�us'sioN,M,%RORO�SINPARTOR ASIA HOLEWTiovrnie ++y�$l� ` PVC FIXED LITE V.LETTER: CWS-199 9 30F8 0 LL ELL1P S." FULL CIRCLE D—) TOMBSTONE 1/2 CIRCLE TRAPEZOID T 114CIRCLE B UPDATED PER 2010 FBC 12(812011 LUCAS A.TURNER,FL P.E.58201 W. UPDATED PER NEW FBC REQUIREMENTS 1710712WO ATRI NCiLE *`�tert.2RE-y lkt NOTES WWDOWS 1.SEE SHEET 2 FOR DETAILERANCHOR INSTALLATION REQUIREMENTS pu ff No 58201 t per. 1S00 SW 44TH AVE: 2.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF g¢k S # s OCAI A FLORIpA 34474 RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. ii'S i': ARCH.FLG&FIN SHAPES-LARGE MISSLE IMPACT ,.z &-A� 8TAft OR- 1 t+,r� ANCHOR SPACING W NOTE 1,SHEET2 CTUAL FLANGE'WNIDOWS' ,+ ,L�` �'0+��.•` , '8300 5105/2007 PR OPWErARYANUCOMDENn%L 12114!11 ��' �`o r THE INFORNATION CONI'PJNED IN TFpS DRAWING 18 THEMEPROPERROF CUSTOM v�r 6`�• ..,.•,�G��i •PVC FIXED LITE NTS .:CWS-165 WtIT0E SYSTEM.E ONOF�TOMV DOW INBYMM.INC.IIS PRROKonE THE i�j� �\Y� LEI I= B 40F9 GLASS MAX SIZE TYPE W.x H bP+/-55 A, B 48 X 72 DP+/-67.5 C, D 72 X 76 I"OVERALL 1"OVERALL 1"OVERALL 1"OVERALL 3118"ANNEALED 3/18'TEMPERED 3110°HEAT STRENGTH ffi10°TEMPERED ill°AIRSPACE 112"AIRSPACE 318°AIRSPACE 318"AIRSPACE SN0"LAMI GLASS 8110•LAMI GLASS 7118°LAMI GLASS 7/16"LAW GLASS 118'ANNEALED ANNEALED 118° 3118°HEAT STRENGTH 3118°HEAT STRENGTH 08D DUPONT PVB INTERLAYER T115'DUPONT PVB MTERLAYER •M SENTRY GLASS IONOPLAST INTERLA .090 SENTRY GLASS IONOPLAST INTERLAYER 118"ANNEALED 118°ANNEALED 3M0°HEAT STRENGTH $118"HEATSTRENGTH e PURFECT GLAZE"H" 8 PURFEGT GLAZE 8 PURFECT GLAZE"H° 8 PURFECT GLAZE"H° SIKAFLEX 552 SIWLEX 582 SIKAFLEX 562 SIKAFLEX 552 Q112°GLASS BITE 1 112°GLASS BITE V2"GLASS BITE Ur GLASS BITE 1 Q Q 1 11 GLASS TYPE C r�:�GSS TYPE D GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE FULL SIZE FULL SIZE B UPDATED PER 2010 FBC 11121612011 LUCAS A.TURNER,FL P.E.652°7 A I UPDATED PER NEW FSC REQUIREMENTS 1710712008 A!WoRE.yyt�fit. ,4"I'MG tlV G�cPrni�' .:•t+7ND0119 9 DODRS 4 v:�e � 'B ft 58201 7� 1900 SW 44TH AVE. z yk a * k OCALA FLORIDA 34474 r� ri.0 ex 4CC GLAZING DETAIL-LARGE MISSILE IMPACT •ZZ 7g ffiTATE OP 1,4v ~+yQr�t,h p.��� 8300 5/05/1007 'Pty INF�MnnoN coNrnlr,�D P1�1}�0 DYR ADNQ ISLEra�nlo�ClulsrDre. °-1��°y0 R �.'� L� 1hAPiDW ERi mcA"'cuBTOMp W,=W17= 11N.PA�RTOMRASA MoH�D.�� �djd `�, PVC FIXED LITE .v. 1:1 T• "CWS-1$9 B 6OF9 6 ® 8 .11 } 9 8 C� 1 1 8 10 11 8 7 7 3 SECTION 6,8 4 EXTERIOR EXTERIOR b . 2 • 7 SECTION VIEW 0•0 ALT FIN FRAME B UPDATED PER 2010 FDIC 12/8/2011 8 LUCABA.TURNER.FL P.E.88201 Al UPDATED PER NEW FBC REQUIREMENTS 7107/2008 iat�suuirrti4 SECTION VIEW A-A o`a�piDRiy +tf J fib,�i`" ''1GEddg .Ugy � xy WIN i}`.,{� Na 58204 ail M 1600 SW 44TH AVE. &{ k Az OCALA,FLORIDA 34474 "o T SECT.VIEWS&ALT.FIN FRAME-LARGE,MISSILE IMPACT : j STATF'OF ,i`W _ PROMSTARYANDCOWMEMMIL ]2114!11 �+ ��'�� 8300 Y` qpg �� b/Ob/2007 W�itws somas IPr PHO 8�1CON W Paa{SaR°nsa PROPERTY oErrnTxoTt +��'r�`! ����y PVC FIXED LITE 12 'CWS 156 WRITTEN PgRAmES ON OFOJSTOM W DOW SYSTEMS.m0.I8 PROHISITS11 4orrsMArnta�k� v. B 80F9 Item# Part# Description Vendor Material 3,ir FRAME CORNER CONSTRUCTION 1 H-60 06B Fr.,PW,.Main,Head Milaon PVC 2 H-6000 Fr.,PW,Main,Sill Mikron PVC t 3 H-6006B Fr.,PW,Main,.L.A Macron PVC 2 2119' 3 4 H 6006B Fr.,PW,Main R.Jb. MDwon PVC ,4 5 H 6006A Fr.Main FVq Fin M>7crori. PVC CORNER WELD(ALL SIDES) 6 P-3113 Screw Support for PVC Team Plastic Rubber PVC FRAME FLANGE-H 6008 B 7• P-3352 Set.Blk.,85 Dur.,1/8"x5/8"xZ'lg. Frank Lowe Rubber 8 Purfect Glaze"H",S&aFlex552 Henkel/Siilm S17icone 31St" 9 P-3752 Cap Plug,1/2"Hole M&M Nylon 10 1 5-6064 G12:Bd.,Fxd. V O.A.I.G Miloon PVC 11 f GLASS See.Sheet 4 s 2 718° • —4 two PVC FRAME-FIN-H 8008A 1 ' 1f4° • 1118' � (� PVC GLAZEBEAD-8084 SCREW SUPPORT-P3113 B -UPDATED PER 2010 FBC t 2/8/2011 LUCAS A.TURNER.FL PA:88m01 Al UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 • �{lsiiiulrijr "Romiv � p�.titcgN��'•y�q- lmvnows�floaxs No 58101 %'9 1900 SW 44TH AVE a x OCALA,FLORIDA 34474 tY � EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT I'M. STATE OR }@r, SERM PROMETARYANDCOWDIM LL 12/14111 O.N. ,CA,.•��+'� `8300 8/05/2007 THE INFORMATION CONTAIIEWJN THIS DRAWING I9 THE 96LEPROPERTYOF CUSTOM �7•sc4'9+S.......° @+4 . PVC FU(ED LITE 1:2 ''CWS-189 WRITTEN ERMI868IONN 6F CUBTQIMIWfNDOW BY"BTEMB.WC.88 PROHfBiT ��,41#12rRj Orr g TOPS CONCRETEWSONRY BY OTHERS 1BY WOOD BUCK 1613W MIN EMBEDMENT BY OTHERS SEALANT BETWEEN BUCK [A] - 114•MAX SHIM •' 2 RY WOOD DUCK AND OPENING BY OTHER 9 •4•A {+-•—IBI MAX SHIM IBl '•► BY OTHERS[A] SEALANT BETWEEN BUCK INSTALLATION ANCHOR 3118"DIA. AND OPENING BY OTHERS MASONRY ANCHOR W'WASHER a A•+ •'► [7�MIN.EDGE 61ST. THRU SCREW 8UPPORT p A A [c] 2 112"MIN.MOEEDI8T. ' [CI 6► INSTALLATION ANCHOR, •q•4 0 410 WOOD SCREW WANASHER •A •►•► THRU SCREW SUPPORT CONCRETE/' • 2.113:MIN.EDGE DIS r. ID) ••�• •► BY OTHERS �.i�P,e• J° o P.P E/ MIN.EMBEDMENT d G 4 A 2 BY WOOD BUCK • [CI �•e. `►'• BY OTHERS °`.A• • P s A A a A a 0 [A] EXTERIOR FINISH—n1�' 113Y WOOD BUCK ti b FLANGE SEALANT BEHIND INSTALLER r 1 ild•MIN EMBEt?AAEPIi AND OPENING YE OTHERS BY OTHERS a _� BOTHERS[A] [C] , PERIMETER SEALANT PERIMETER9EALANT EXTERIOR FINISH BY INSTALLER B INSTALLER PERIMETER SEALANT BY 07HER8 EXTERIOR FINISH BY INSTALLER BY OTHERS. B HORIZONTAL SECTION HORIZONTAL SECTION SEALANT BEHIND 114°MAX SHIM 8 FRAME{MASONRY) k_O_J FKAME tWOOD) FLANGE B [BJ INSTALLER TE:HEAD AND JAMB IMILAR FOR 26Y INSTALLATION. INSTALLATION ANCHOR ILL INSTALLATION SAME AS 3M8"DIA.MASONRY ANCHOR Wl WASHER THRU SCREW SUPPORT IHOM BEL W [�l INSTALLATION ANCHOR, SEALANT BEHIND 3118"DIA MASONRY ANCHOR FLANGE B Yd WASHER THRU SCREW SUPPORT INSTALLER [O[ 114" PERiMETERBEAL MAR SHIM(TYP) • ANT Q B INSTALLER HIGH STRENGTH STRUCTURAL , GROUT BY OTHERS D« e`e• a e D r e` •e BY OTHERS • e D.DO Q p. D. ALA FL INSTALLATION ' e o •° D • D 1 114'MM.EMBEDMENT BY �NRYCHR . It,.p e (EYP) INSTALLER ad WASHER THRU SCREW SUPPORT ICI D De• e Dg De D °D D.• y•► .s'e REFERENCE NOTES: r e e D • « eD [A]SEENOTE la'sw1 SEE NOTE 2&3,BHT 2 BY INSTALLER 114"MAX SHIM D e D �18] 2112'MIN.EDGE DIET, [[_CC)SEENOTE 4,SHT2 CONCRETEIMABOPIRY (LYE!) ltl SEE NOTE S.8HT 2 B EXTERIOR FIN18H OTHERS l�EE77 WE NOTE S.SHT 2 SILL STOOL ALTERNATE PR{CAST SILL DETAIL BY OTHERS :'t:• 'r, sA� i BOTHERS 8 FRAME MASONR • P, °, •P as P.$°p!spa — "" ILVA2 B UPDATED PER 2014 FBC 1 SUNORTTO MAKE LUCAS A.TURN FL P.E.EW A UPDATED PER 8 BILL LEVEL BY OTHERS MIN.EM13EMENT 4?��••�", �5� 11INDOWS&DOORS �i . No U201 t-A: 1900 SW 44TH AVE. COOTHE E/MA80NRY BY OTHERS 2 MIN.EDGE DI8T. !i � g.y,.�OCALA,FLORIDA 34474 °a •: „ rmE INSTALLAT[ON THRU FRAME-IARGEMISSILEJMPACT +1 L OT TEL of A VERTICAiSECTION S A ,QW�4 tv 8 E{MP SONRY] K- 8300 9/05/2007 FROrwerARYANOOOrrmeNr3�L 12J14/11 t�. THE IrFa:asanaNCONran�cwTwaorvAwwolsTl•EsocEr�srm+oF �i'Fip'•,©R�,,. ��,t' WRITTEN PERM�IX.I.ANY�06AWIN�INBNPARrCRASap�Er c VE �ttx+ti w ' PVC FIXED LITE NT8 per, CWS-1$9 B 8OF0 1lW MIN.EMBEDMENT JEJ INSTALLATION ANCHOR, SHEATHING 18 WOOD SCREW ANCHOR BY OTHERS W/WASHER [El SEALANT BEHIND FIN BY INSTALLER 2 BY BUCK EXTERIOR FINISH BY OTHERS BY OTHERS , °' JA3 ,• ..'y'• 1 JEI MIN EMBEDMENT 2 BY WOOD BUCK —'ill LEI PERIMETER SEALANT BY OTHERS 114"MAX swill SY INSTALLER a (AJ Iel 1I4_MIN EMBEDMENT WINDOW WRAP IEJ BY INSTALLER INSTALLATION ANCHOR• 114"MAX SHIM 08 WOOD SCREW ANCHOR 181 Wt WASHER [E] T_ a- : J=MIN.EMBEDMENT 91 SHEATHING BY OTHERS EXTERIOR FINISH °•• b°a, • •�I BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT 1141 MAX SHIM BY INSTALLER [e] PERIMETER SEALANT .e• ANN EMt OMENT B FIN(WOOD) . BY INSTALLER �qe REFERENCE NOTES: WINDOW WRAP [AI BEE NOTE 10,SHT 1 BYINSTALLER e:a Eq[C�j[C SEE NOTE NOTE 4,SHT2 2 BY WOOD BUCK IDI SEE NOTE 8,SHT 2 a• BY OTHERS IE7 SEE NOTE 8,BHT 2 EXTERIOR FINISH [AJ SYOTHERS INSTALLATION ANCHOR, e•0 SawoODSCREW ANCHOR 81 UPDATED PER 2010 FBC 1218/2011 BY SEALANT INSTALLER BEHIND Fad w1WASHER [EJ LUCAS A.TURNS FL P.E.5a2o1 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 BYINBTALLER 1 ire_MIN.EMBEDMENT o'p"D1REW t`T!S, SHEATHING • GFp ••O BY OTHERS ♦, • ''Ip RS Na•.58201 ;P S 1900 SW 44TH AVE. y4: =OCALA,FLORIDA 34474 a? *or.- ITLE: INSTALI.00N FIN--LARGE MISSILE IMPACT E VERTICAL SECTION "e i�0 STA`I : OF 1F��+ 9 WOOD) p,ep yh, 4.. ♦ 8300 5/05/2007 wItMINF ATIOMN9,O AREPRODUCTION R M °�OLnPR°PEMOF�afr�°M w++r��i�'%p a 1�`�fi� PVC FIXED LITE NITS NO'CWS 1b8 ' WRIT7ENP6RR0SSION OF CUST MV#rNOOW SYSTEM INC.IS PROI8BIT5D. h'�t�rr�ys� g 90F8 3. t Florida Building Code Online Page 1 of 2 7 fiP.lA j �{E 8015 Homo ( tog In I Use Rei?Mr.M. I HotTopla; ( Submlt Surdre W I gift a Faux 1 nu4Uwtbre ( HC Sm1E I,KM sue VW I sUMM I I'. Business Prflfb5si Product Approval S„►1 USER :PabDc user Moab n AI8 Pmduu Aoom ml Henn>ktuet or AnMftUM Search>AaotxaUm, >Application pdaff N.S c y : 2 R 4 Applkatlon Type Reiso Cade Version 2010 Ap8kaon Statrs S Comments Archived E3 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emen 1900 SW,44th Avenue Oc$la,FL34474 (352)368-6921 Ext207 mtaFevra�vrsu AutlrorbW SlOnatvre Michael LaFane mlafevreocays.Cc Technical Representative Brian Tenets .Addre/Phone/Emall 1900 SW 44th Ave. Ocala,rL 34474 (352)368-6922 Ext291 btenacaftc cc Quality Assurance Represe tativa Cal Ledy Addresrdit 'UErnaO 1900 SW 44th Ave. Ocala,FL 34474 (352)3684922 dedy�Cws.a Category Windows - S, bawy Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Lich Norio Professlonal Engineer Evaluation Report-Hardoopy Received Florida Engineer or Ardmect Name who doped the Lucas A.Turn Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certtlicatlora,Inc. Quality Assumnoe Contract Exphation Date 04/10/2016 Validated By Steven M.Urich,PE ® ValWation awidist-Hardcopy Received Certificate of Independence FlL9520 R4 SQL EualReo CWS 8_�5(3 In Mali.SrcroadL�P Referenced Standard and Year(or Standard , ndard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 EtlUivaINCe 0f Pr00UCt Sranflards Certified By Sections from the Cede http://www.flori&building.Org/pr/pr app d#1.&Vx?pmm=wGEVXQwtDgvIHvmuMWe... 14/31/2013 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 10/30/2012 Data Validated 10/30/2012 Data Pending FSC Approval 11/02/2012 Date Approved 12/04/2012 FL•' odel,Number or Name DesarlPtIon 520.1 3•Alum.Tube Mullion AUum.Tube Mullion,Horizontal&Ve cal,Fin&Flange applicattons. L!"Ift or Use Installation Iustrumous Approval for use in HVHZ:Yes R4 ri CWS-836 Q in Mull.Impadl.nd Approved for use outside HVHZt Yes Verified By;Lutes A.Turner 58201 Impact Iga Prasitan Ye Created by Independent Third Party:Yes Other.Large Missile Impact;See Installation Instructions and RS520 R4 A Rea CWS-636 l3 in Mull.Imo®cti.ndf Evaluation Report for complete list of Limitations and Cont0Uon6 of Use. Created by Independent Third Party:Yes 9520.2 4'Alum.Tube Mullion •Alum.Tube Mullbn,Horizontal&Vertical,Fin&Flange applications. A Limits or Use, Xostallation Instructions Approved for use In HVHzi Yes FF4520 R4 II CWS-637 t4 in Mull ILpouctlndr Approved for am outside HVHZ:Yes Verified By:Lucas A.Turner 56201 Impact Rent Yes Created by Independent Thins Party:Yes Design Pressure:N/A Evaluation Reports Other..Large Missile Impact:Ste Installation Instructions and FLQS20 R4 AE EYHRUM CWS 437 4 In Mull.Imuattl.aaf Evaluation Peport for compleft list of Limitations and Conditions of Use. Created by Independent Third Pa .Yes 9520.3 1f2"Alum.Tube Mullion 5 1/2'Alum.Tube MuOMn,Hortzordal&Vertical,Fin&Flange applications. LlertHs at use Installation Instructions Approved for use In HVHZt YesFl 120 R4 Ti CWS 838(9.s to Mall,Imuactl.odf Approved for ass outside HV Hb Yes VeAf i Sy:Lucas A.Turner 58201 Impact ResPaatts Yes Created by independent Third Party:Yes Design Pressure N/A Evaluation Reports Other:Lange Missile Impact See Installatiron Ingbuctions and F�19526 R4 AE EwdRan GuKS-830(5.5 In MWI.Imoadl.rMlP BwIuaWm rt for complete list of Limitations and Conditions,of Use. Created by I%ependent Third Party:Yes Genes Us::1W North Rouen twat-TaWasse-1k 323"Wont 850=02-1024 The Storm�FlorWa Ts en AA/EEO emplayar. - of Under Florida Im,enmt addresses are pubic records.O'you do not avant yam a-tali address released 1n respome toa PuWU-records request,do not send electronic nw9 to this aWty.Instead,cmmct the afflue by phone or by traditional miss.If you have any questions,please contact 850.467.1395.•Pmarant to Saloon 455.275 (1),Florida SYaLnes,effective October 1,2012,toonsees licensed wrier Chapter 455 FS.east provide the Deparmmnt with an ema9 address ff tdmy twee ote.•fie emaiia p wMed may Ira umd for oAtdal em u mimtion w@h the Fitermm HoNeverema0 addresses are public record.Vyou do not wish W sup*a Personal address, Please Fide the bepa*,mt with an amain address whid can be mada available to are pubic.To debmnare if you are a tkensen under Chaper455,F.S„picric tick hh . Product Approval Acoepts: IBM http://vwvw.-Roridabuilding.org/pr/pr app del.aspx?param--,wGEVXQwtDgvIHvmurRWc... 10/31/2013 URNER2080 Mauve Terrace North Port,FL 34256 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 836 October 26,2012 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements Of FAC Product Approval Rule Chapter 9N-3.005(4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-836,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3833-1,-1A,-2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,Pte. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 3} Supplemental Calculations to support CWS-836,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836,using clips as shown in CWS-836 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see individual window unit approvals for applicable design pressures and for more details Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product ye;ir.'r�ra gg'� #fie `, �� '► ? � � Lucas Tumer �.i* E A! 2012-10-2611:23-04:00 10/26/2012 s S'p P nt + T r-cw� r+ "' Lucas A.Turner,P.E. t�' iy A ti + ► , FL PE#58201 �F y MGM �► kp di r� 3"MULL BAR ELEVATIQ IMPACT MULL SHOWN W/DIFFERENTI�PTIOi�IS i.T mou rNaCODE,HEREIN NTED1170N.D�MANUFA�RW TQGQWLYWITHTIir 2.CONFIGURATIONS SHOWN:(SEE SHTS 2-3) L VERTICAL 2.HORIZONTAL 3.ALL MULUON EXTRUSIONS ARE 8083-Te ALUMINUM. 0 4.SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR SCHEDULE. (SHEETS 2-3) 7 CLIP S.CONTRACTOR[$RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW —— ———— OPENING AND ALL WOOD FRAMING AROUND WINDOW. ANCHOR 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL CLIP LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR, 7.PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. Oo 8.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY T THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9,DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2X WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO j PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF AROHITECT OR ENGINEER OF RECORD. 11.SINGLE UNITS TO BE MULLED ARE NOT UMITED TO THOSE SHOWN IN THIS DRAWING. EXAMPLE HORIZONTAL MULLION SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW FOR SECTION VIEWS ONLY SYSTEMS,INC, ANCHOR 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WWDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 0 0 AS A.TURNER FL P.E.68201 j j j sti,Nturnrrtarpar ------- ♦ ORE r Pb' t p�fjr�� ANCHOR ,ti4 CUP • + tYDV0019S&DOORS 47 r t Nn 58201 911% 1900 SW 44TH AVE, OCA FLORIDA 34474 TABLE OF CONTENTS �,'�.� �*.= LA, F88 Turner art` GENERAL NOTES&ELEVATION-3°MULLBAR GENERAL NOTES&ELEVATIONS...........1 3-04:00 Z �Z9L STATE OFD .aANCHOR SCHEDULE....... . _...-. ...-....2,3 � IMPACT MULL BAR AIDE 09?2°!2012 MXULL USAR6ECRONVIEWS. ,.,.- .......8,7 nus IS LaPemror12a�uaCr 'a `4F t•. :a�'0�',INSTALLATION DETAILS......„...................8,9 r s riofcwsrotn SVerearRm�rePrtoHL�reo+ourTHS �'�s oONAL��ti*`°e 3"ALUM.MULL ` NITS :CWS836 r..fill - i 1 Or 9 Ign Pressure Chmi,PSF,brron-latweacted hPut PVC 3° u non 1-1•1758,with 1322 clips u0q ur(4)RIO crews or 3118°M-Mcone per each and otma0lon ( OPHIY@iCS)ZF m .. ........ 39 41 Sl L&2 1 63 69 1 79316 61 87 1 93 99 107316 114 IZO 1 126 132 138 I 7 SO 80.0 8010 BOA Su 8010 BOA 80.0 80.0 8010 8010 80.0 so& 8010 6010 80A TW INrTRIPLE 4..4 8010 804 80 8010 Sole 8010 8010 8010 $0.0 $0.0 80.0 80.0 8010 80.0 80.0 solo HORIZONTAL MULLION 483/4 811.0 804 S0A $0A 8010 600 504 BOA 8QA 80 A 80.0 A OA 80.0 804 S3 I/8 60.8 80.0 BOA 80.0 BOA 80.0 80.0 804 SOL 8010 BOA Su 80.0 $0.0 a" WA 684 S7 604 904 8010 Su 8010 80.0 904 8010 SaA 6010 8010 9010 BOA 6910 6610 6810 OP "a „11 63 $0.0 $04 sole 8010 8010 8010 8010 BOA 789 76.6 74.6 72S 6910 6610 SIZE 3 65 6510 1 6610 65.0 65.0 6910 6510 65A 6510 69A 654 $54 65A 610 ;:e;.: <:. ffi 68 6610 6SA 634 0 A A 6810 65.0 6310 63.9 ,±... o: : ,, 7 ::iN 72 6910 6510 6910 65.0 65.0 649 41.7 S9.I 569 S3. .t. L l--- Dos nn Pressure Ctiik P§P,for -ke M00ted ImpW PVC 3°Multion -1768,'Mth 1776 C14M WRh six(8 0 Sorm or Will'I IN Tqxorm per each anti of munfon I 39 45 31 57 43 69 75318 81 87 1 93 99 107318 1114 120 126 1 132 Lis 144318 I MULLLENGTH 31 '8010 8010 00.0 Su 8010 BOA 8010 BOA BOA 8010 80.0 8010 Su BOA BOA 80.0 Bole BOA /� 42314 A BOA $010 solo solo $0.0 8010 8010 solo sole solo 80.0 00.0 8010 80.0 BOA solo U 48314 8010 80.0 8010 8010 804 80.0 8010 BOA $0.0 811.0 60.0 8010 A 6910 TRIPLE 53116 'B0.0 8010 8010 80.0 $02 8010 SOA 89.0 8010 BOA BOA a" Su 804 65.0 6510 652 HORIZONTAL MULLION $7 8010 80.0 9010 solo 811.9 80 "A 804 w solo SOS 8010 692 4.0 1 63 BOA 80.0 80.0 804 804 804 8010 BOA BDA BOA 80.0 8oA 65.0 65 6922 6SA 6910 6310 6SA 692 6SA A 6SA 63.0 6SA 66.0 !:'"""":?"!'•:-r.<* %xt a. 1 �j L E 6910 69 6910 6910 A 6510 68 6510 6510 6 A 6510 6SA 66.0 10 69 '"ni Ri u v>U 74 6SA 6SA 6910 66.0 6910 684 G8A 649 61.7 591 569 53. ;"�' _� •M''s'..,i's s" N NOTES: TRIPLE VERTICAL MULLION 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 31t6°DIA IT W TAPCON. O MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE r I--MULL LENGTH -►I THRU CLIP OR THRU 1X BUCK. MiNimum CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED.A MINIM•M CONCRETE EDGE DISTANCE OF 1118'SHALT.BE ACHIEVED IN ANY DIRECTION. 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH TRANSOM OVER TWIN TRANSOM OVEP TRIPLE INTEGRATED WASHER.WOOD gqNCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318°MINIMUM EMBEDMENT VERTICAL MULLION VERTiOAi MULLION HORIZONTAL Ut tIC#d INTO 2X WOOD BUCK THRU CLIq.A MINIMUM WOOD EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314"SHALL BE MAINTAINED. 3.AT MULLION LOCATION,ATTACH WINDOW UNIT TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHM IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL '{-. T- DOCUMENTS.FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD -.d OPENING But: SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(010 OR 012 AS THE WOOD SCREW INDICATED IN THE WINDOW APORDVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF B PENETRATION BEYOND THE INSIDE WALL OF MULLBAR• 4,ALL INSTALLATION ANCHORS MUST SE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO VETTIC�MULLION PREVENT REACTIONS. }� �1•- OPENINGSIZE--4 --I OPENINGSIZEt - �'--MULL CEVGTH S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION I /+ E C INSTRUCTIONS,AND ANCHORS$HALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Q STRENGTH SPECIFIED BELOW. e.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE LUCAS A TURNER,FL P.E.68201 FOLLOWING PROPERTIES: uneep A.WOOD-MINIMUM SPECIFIC GRAVITY OF".55(SOUTHERN PINE OR GREATER) � QyD -+siril S.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3102 PSI. I s+ P .••••. t�,,4" 0.D.ALUMINUM-118"THICK MIX,POR�00ENTO ASTMC-tom. I A(jQ`�•y1G8 N'gk>••.�Q,.��i�, OWINDOW&DOORS E.STEEL-.060°THICK MIN.,33 KSI MN. { OPENING 8m--4 `+-4# � 582114 ��= 1500 3W 44TH AVE. x � 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL.BE DONE BY *i * _*3 I OGAIA,FLORIDA 34474 OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: 5••4 �.y �'a� •c z ANCHOR SCHEDULE,3"MULL BAR,NON-INTERSECTED FMAtAAMAf00(FINWINDOWS} r�- rlc% 8T ATE 4F r� - IMPAOTMULLBAR ADE CrJ•1Q7r'201s FMAIAAMA 200 fiFLANGE WINDOWS), tmowrreragTA)mcoNProevnAL 10/28/2012 �S�•4'4 t.°' FMAMDMA260(BOX WINDOWSrr, T waINFORMA'RONCONTAeNDINTI-0 SCRAWIN01BTHE SOLE PROAERNOFCUSTOM 011,11- �ALUM.MULL '�' NTS CW3836 FMAIAAMAANDMA3W(EXTERIORIKa0R8� VIRRTI�PI@P✓ rE%'I0IN�OF�AOD 0�INSN PART O�IAWHOLE "I'lOUTTHE °oie+ �pA11 bd ' ' ' 2OF9 Destgn Pressure Chart,PSF,for tMmMsd Impact V ul(ion H•1758,with 1522 clips using four(4)#f 0 Sorows Or 3116"ITW Tspoorre, or 1776 clips wHh six(8)#10 Screws cr 3116"TTW Tapoons per each and of mulAon L OPENING S12E n. 39 45 Sl 57 53 59 753/ 1 87 99 99 1103/8 114 120 17A4 132 138 1953/8 37 $0.0 5" 60.0 50.0 50.0 50A 50.0 50A 60.0 50.0 SOA 5010 50.0. 50.0 50.0 50A 50.0 SOA 423/4 5 50.0 SOA 5010 SO 5010 BOA B04 Sob SOD 504 SOA 504 50.0 50.0 50.0 0 50.0 48314 $0.0 50.0 59.0 50.0 50.0 5010 50.0 5010 504 Sob SDA 5010 50.0 50A 50.0 50.0 504 50.0 53118 504 50.0 50.0 50A 50.0 5010 SO.0 SOA 50A SOA SO4 50.0 50.0 504 50.0 50.0 504 50.0 57 50A 50.0 504 5010 50.0 50.0 50.0 50.0 5010 50.0 SDA 50.0 50.0 50.0 5010 50.0 504 48.1 6 0.0 SOA 50.0 50.0 $010 5010 30.0 50.0 50.0 50.0 50.0 50.0 BOA $0.0 49A 47.3 ;:::•i:.:;i:;: :::i':.; 68 S00 50A 50.0 50.0 BOA 5010 5010 50.0 SOD SOA 50A BOA 48.6 47.6 '::al:'::::::::.: 72 50.0 504 50.0 SOA SOA BOA B04 BOA 50.0 SOA SOA 45A 49.0 <:;:::: : : : :: ''; 75.37$ B4 50.0 1 50A L 504 50.0 50 0 5010 1 50.0 1 $OA 1 46.8 1 44.0 1 40A TWIN/rRIPLE VERTICAL MULLION HORIZONTAL MULLION [SINGLE TWIN ETMp EI --- -- O I UNITS i I i �I rBELOwI II . I --OPENINGSIZI4 -+I MULL LENQTH- J K NOTES: 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE W ITH$/181 CIA ITW TAPOON.MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114'MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK.A MINIMUM CENTER TO CENTER AN0140H SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 116'SHALL BE ACHIEVED IN ANY DIRECTION. 2.FOR CLIP$INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH#10 WOOD SCREW WITH INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 10-MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP,A MINIMUM WOOD EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF V4"SHALL BE MAINTAINED. 8.AT MULLIOSN LOCATION,ATTACH WINDOW UNTT(8)TO MULLSAR THRU FRAME AS SPEOIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL SCREW 1 OICATED N THE WINDOW APPROVAL TEK SCREWS HAL BELONG ENOU014 TO ENSURE THREE 3)THREEADS OF PENETRATION BEYOND THE INSIDE WALKL OF MUWLOLB R SSE SIZE(#10 OR#12)AS THE WOOD 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S.INSTALLATION ANCHORS SHALL B@ IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUSSTRATE-MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAS A.TURNER FL PA 58201 A.WOOD-MINIMUM SPECIFl G VITY OF 0.0.60(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COORESSIVE STRENGTH OF 2B46 PSL t�eN�e rv�e+++ap C.MASONRY-STRENGTH CONFORMANCE TO ASTM C490. °"°° PKQREty 7 ai�h D.ALUMINUM•1B'THICK MI11.,8083 TS MIN. E.STEEL-.080°THICK MIN.,03KSIMIN. "G: 4 F•"• . wrNbDws&bDORS 7.8EALWG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY '+2 Ado 5$204 X93= 1 BOO SW 44TH AVE. OTHERS IN ACCORDANCE WITI4THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: ter; the .FLORIDA 34474 FMA/AAMA 100 rIN WINDOWS), E, FMAJAAMA200(FLANGE WINDOWS) Z,� 9 STATE OF k- ANCHOR 3CHEDUL 3"MULL BAR,INTERSECTED FMANUDMA250(BOX WINDOWS), 'O�;,Q 4, '' IMPACT MULL BAR as Y' ADE 0=:2712012 FMA/AAMAVDMA3c0(EXTERIOHDOORS). FROPMETARYAWCONPIDB+ML 10/2612012 yip �,., Nt)�;•'�t��` > THEtNPORe+A'nON COJTAMINTIASMAWINe18TFES01.8 PROPER1YOFOUSTOM �y.b .a� G'°+� `WALUM.MULL N1'S -CRS-836 wRrrrEN pNNOFCUS OMVWr OWOW EsY87EM NO IePM BRED oU '�h BONA y11 e�?° v. ,THE 3 0F8 ITEM NO. A NO. DESCRIPTION "T"MULLBAR CUP "f"MLLBAA CUp 1 -1758 13/8°x3° N TUBE l� FRAMETYPE OF�IQ ���•�) �;s�xroq 2 EX WASHER HEAD TE SCREW-(sea Rote 11 �+ 17116"+ 17110' ( NEW F-1622-013 4m) F-1787-0Ot 3 910 x 1 1/2°,.PANHEAD PHILIPS ANN I I 4 Al •FIAT A FLANCJE RETRO F1$22008 F-1797-M 7 3.1897 U�LION CLIP 8 SEALANT 113116° 1311$° 113/18' NEW F•1622413 .F-1767.004(LAR) 9 S-1895 I ADA R 13V18° FIN RETRO F-1$22.013 F-1787004(L8A) 10 S-1896 R 11 S-bb18 ML41 COVER NEW NOT RECOMMENDED F-1787-001 13 P-3486 RgBA P 4111° BOX 14 F-1622.013 MULLCLIP f67/be(TY� AETRO F1522000 F-1707--001 is F-1522.006 3' QE MULL CLIP i8 F-1767.001 L)W(9e3'MULL CLIP,STANDARD(SEE SHEET#5) 27116• 17 F1767.004L L- QLE 3°MULL CLIP,FBV,LEFT("'SHEETOBj 18 F-1767.0048 L-AI'7C9LE 3° P,F ,RKiHT 8EE SHEET H6) 18 . 1 #1 0PEX WASHER HEAD TEK SCREW ea 8 20 1 9101HTEKSOREW II II— }� Q -USE WOOD SCREW SIZE(010 dR 112).SPEOIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 314°---«1+-13V' OUTSIDE 27!18° ]L4"Qyp) 21116' co 0 1 11116° 2 4 � 1•.16+18' OUi81DE T— 09q TOP VIEW I —471W DRIP CAP 8.1895; F 1522-013 i FIN INSTALLATION 2 3H S' 1 114'-1 1/2" I 478"----{ 7 3116" I�_ CRFTRO/1 FLANG�E CLIP FLANQE ADAPTER S-1898 MULLION CLIP B-1897 SCORE,SEND AND BREAK TO'REMOVIl-FIN FOR ATTACHEMENT TO MULL BAR A / I 213/16' / I ` .796 780 11311®" TYR FIN FRAME(PVC} LUCAS A.TURNER FL P.E.88201 � 7/1e 1 13u� .*y���lp0t .+AGp{ ,,r� . G �r�E�sciitvlY \� "06BA18,�it•.• "+�,+ W00)DT45'8'D01)2S PVC MULL COVER 8¢18 110 DETAIL A No 55201 :x'17~" 1900 SW 44TH AVE. 3°MULLBAR H-1788 �* �yp;� GALA,FLORIDA 04474 B •a 2 l EXTRUSIONS&BILL OF MATERIALS-3'MULL BAR ,� '0• STATE OF . So, kid IMPACT MIN t'EAR ADE !27/2 01 2 Pltoes>�raRraunooNFrolmA1 10!282012 'x^� •.•C op tO:t'' �+ VANDOOWGMTeMS.RW.ANYRfPPRWU=GNIN IS ORAASSAFW�MEEWWtTHO TTT ��i6�•Sj••• ••• ,o-►4'� 3°ALUM.MULL 12 CWS WRRTENPER638810NCFCUSTCMWUMWS%TEMSM.ISPMMffM. *tf� Ot`7t1A1Ti*��� aa>=9 I I e Ire° _s 7w 6 7r8° I 1 I � I 1 1 I I I 2 V4 I I L 114°(7YP) 7118°(TYP) I 1 WE. 27118• are°—E) i tee°1yo 1�. 1 g g^ I 7x18°THRU(1YP) 1r4"THAU MP) I LIE` OuTS1DE I L-ANGLE 3"STANDARD MULL CLIP FLANGE-F-1767-001 I • ( /2" 112° Y 23+4" -931'r I "T'MULLBAR CLIP "L"MULLBAR CLIP 5° 6, I FAAMETYPE flPEMNfl (F-1622-X)M (F-1767-XXX) L ANGLE W MULL CLIP,FIN(LEFT)F-1767-WL L ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R I NEW F-1622-013 F-1767.001 OLIT31D8 i FLANGE Rem F-1822-008 F-1767-001 NEW F-1672413 F•1787.004(L&R) FIN RETRO FAM-013 F-1797.004(L&R) I ( NEW NOT RECOMMENDED F-1767-001 BOX RETRO F 1572.008 F-1767-001 I I UCAS A.TURNER,FL P.E.68201 afa�afl,f/frfifp� l�Oq'rr•. Lf,HNS�%�� 1rwo WINDOWS III 1=0 �v= No 58241 1900 SW 44TH AVE, X OCALA,FLORIDA 34474 ZZ %-a i } e TIC: ' EXTRUSIONS&BILL OF MATERIALS-3"MULL BAR STATE OF kt°• wroFmsrarvnrmcowwcamnL 10/2612012 � '••Q[ p OP1,,�cw* IMPACT MULLSAFI ' ' °' " ADE 09!27:"2012 THE INFORMATION rONTAMEDIN THIS DRAWWO I8 THE EOLS PROPEATYOFOUETOM 'fc��iS•°�Q 1::1••'•�Ya� 3°ALUM.MULL . ," 12 '`CWS-836 WINDOW WRITTEN PEB Rgd�A M OFF OUSTOM WINDOW ISYBTEM$M.IS PROHIMTED.OM rIfl'INA'IIyt*�` - 60FO II i I � I I I � I I � I I SEAL BEHIND FLANGE I SEAL BEHIND FLAJOE I APPLY SEALANT ALONG FULL PRIOR TO ATTACHING PRIOR TO ATTAC LENGTH OF WINDOW FRAME TO MULLION t I TO MULLION 1 I GROOVE PRIOR TO ATTACHING e 2 ( I 2 I COVER 2 I I i 9 DETAIL A F6J WHERE WINDOCONNECT TO MUL i I I I I � I A HORIZONTAL MULL BAR SECTION i 8 HORIZONTAL MULLBAR SECTION I 8 R IHOORl20PYTAL�BAR SECTION 8 W I A60 I I ------°---- '-----_. ....__.---�----------------------- --------'.—._.,..._ — I APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL it 1 I 11 t I LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE 2 g PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR ' I FIN MUST BE REMOVED I �I WHE CONNECT TO MULL S I �J Lu . j U I I n r I ! fo I I DETAIL 8 DETAIL A DETAIL B SEAL BEHIND FLANGE BEAL BEHTATrACHINQ -- 0 I PRIOR TO ATTACHING 10 PRIOR To TO MULLION TO MULLION I I 8 / AB.$ECSl4N LUCAS A.TURNER FL P.E.58201 t .8L06L11 L9l N I 8 FIN FRAME WINDOW 8 FLANflEFRAMEWI W \eleNnnetrrf \1T��,fSDF:F�P�bj> �4���r•��GB�40$ky��,.� fY¢iDOfY58DOORS 4-41 NO 59204 : 1800 SW 44TH AVE. OCAL.A,FLORIDA $4474 I ,Z°Z �y S►S STATE OP SECTION VIEWS-3"MULLBAR ASSEMBLY "tARPACTMULLBAR )HAWN ADE Q9;2712ta12 PAOIN THIS YAN000NPIDENRAL 1012812012 'a T 1®p��-' �+a't' :3"ALUM,MULL CWS 836 tte3INFORwunpvc6NTAweDwrHISDRAwINDIeTHE SOLE PROPEFTrroFOUSroae y ..• WINDOW OYSTEM8,M.ANY ASPR000OPON IN PART OR ASA WHOLE WRHOUTTHE i WRRTINPEWSMONOFMMTOMW=W8Y8TFd ,WO.ISPROHOMED, �TJffYtli�Il'1\� - ,i. $OF9 i 1] � CD 0 o 0 A i I d' f a i oil 13 A 13 TOP VIEW SECTION A-A FIN FRAME t (8"E LLEPARATE AP}SAOVAL FOR 2 (4(gg°MULLBAFRRiARgPPRp 2 APPROPRIATE DP CHARTS? APPROPRIATE DP CHARTBj FOR 8 18 OrEn 8 18 SEE NOTES&2(QTY 1 EA.) 18 SEE.NOTE31&Z(QTY t EA,) ME NOTES f&2(OTY f EA.)8 • 1 — 11118°MAX EDGE DIET. 11/t8°MAX.EDGE DIST. 11118°MAX EDGE Dpi'. - SEE NOTE 1 7 SEE NOTE 1 7 SEE NOTE 1 7 1 1 f SEE NOTE A SEE NOTE 4 SEE NOTE 4 C b•HORIZ TO 3-VERT.MULLSAR SECTION G 4°HORIZ-TO 3•VERT.MULLBAR SECTION G 3"HORIZ TO 3°VERT.MULLBAR SECTION 7 68VV 7 NOTES: 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1).AS SHOWN ABOVE. LUCAS A.TURNER,FL RE 58201 tt1N�ror►rgrr� 2. PRE-DRILLED HOLES(THRV HIV CUP 1887),BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM to*�'�Pt;T: TEA+++ CUP EDGE DISTANCE OF W32°. �°� •^y;fl E `� • °ter fvue Rs 3 THE ABOVE-SECTIONS APPLY TO ALL MULLSAR-TO-MULLBAR CONNECTIONS.REGARDLESS OF ORIENTATION Q.*..HORIZONTAL *v?• N' MCI %W0 1000 SW 44TH AVH. OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH OR GREATER THAN THE INTERSECTING MULL 3r j 1p S OCALA,FLORIDA $4474 D T� * a„ SECTION VIEWS-HORIZ TO VERT.3°MBAR ASSEMBLY 4. BVTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP.PRE-DR0.d.PILOT HOLE THRU ALL z°� „�►; G7aT'e of r a+r' MATERIAL. �i+Q�,•,� �+tfi 'IMPACT MULL BAR ADE 09"u' G012 PnaP THIS THE 1D/2B/20f2 °.w 4` •4 a 1�*k+• • 'fF�lP�OAMATtON COMAWED MTFtlB DRAWINp 18THE EOLE PflOPEN7YOF CUEtOM11 / S'••••F".••°•••^�+'C `3°ALUM.MULL ri- 1:2 CWS 836 WRirrENwPEWAMONOFOUSTOMWO�mM9f TBAA O�iSPRO BrreDWn 'TNE it 7— - T' . ` 70F8 I t/8"MIN.EDGE DIET.[B) SEALANT BETWEEN FRAME CONCRETEIMASONRY f f AND OPENING BY OTHERS BY OTHERS 1 114-MIN. 2 WOOD etlalc S Df6 MM EMBEDMENT 1B) BY OTHERS W EMBEDMENT[C) CONCRETE/' s 4°-a 6 INSTALLATION ANCHOR °✓'�;D+D• CONCRETEWASONRY MASONRY °a D• ° ° 4 0 i BY WOOD BUCK 9S0 WOOO ANCHOR d,A D BY OTHERS A.BY OTHERS �,.; °> a ep ' e 'as a.j+•e yas t ME T °Q°,°4 BY OTHERS IN a.` ',/" EMBEDMENT[B) e EXTERIOR PINI$t{ +: o. p, a.aR °a°4°e _ d:•A.: BY OTHERS t MULL BAR CLIP - o.• 6EALANT BETWEEN (OEM NOTE 2) t� r d D, FRAME AND OPENING :� °' e. °• J}1 �4 I I� 11 • ,0 e BY OTHERS S BY WOOD BUCK INSTALLATION ANCHOR e e a HORIZ SEALANT BY A BY OTHERS[A] 3/18"DIA MASONRY ANOH °°0_°n MULL BAR a F INSTALLER s 4' �1 °•d° �Ip •�• a D•e EDGE DIST. t - ° 4, SEALANT ALONG 1 I RMULLSAR EDGE DIET.[B] °•° d A ••a OUTSIDE EXPOSED � EDGE OF MULL BAR •'°°° 'i 2 ° PERIMETER SEALANT PERIMETER SEALANT e Oe 1 SEALANT BETWEEN FRAME :o. `.';• BY INSTALLER BY U48TAU ER MULL BAR CLIP AND OPENING BY OTHERS e�EXTERIOR FINISH MULL NOTE INSTALLATION ANCHOR BY OTHERS (SEE 3l18°DW.MASONRY ANCHOR EXTERIOR FINISH SEALANT ALONfl BY OUTSIDE EXPOSED OUTSIDE ALONG OSED G I M lBl f•E OF MULL BAR EDGE OF MULL BAR 8 MULL CLIP JAMB BHC N,H D SIMILAR F HORIZ MULL JAMS$ECTSON D• �g�I I CFA 8 MULL CUP(MASONRY} a MULL BAR CLIP INSTALLATION ANCHOR (SEE NOTE 2) 3116"DIA.MASONRY ANCHOR SEALANTALONG '1 OUTSIDE EDGE OF MULL BB® r -.�i III'-'-•`. - 3°VERTICAI. g ��.^ � MULL BAR MULL BAR S'VERTIGAL MULL BAR CLIP INSTALLATION ANCHOR, PERIMETER SEALANT - P REFERENCE NOTES: (SEE NOTE 2) �O'DIA.MASONRY ANCHOR BY INSTALLER _5 SEALANT ALONG 1 EXTERIOR FINISH °• ' ° > > DD 4 4 0 8 SEE NOTE 11,BHT 2 OUTSIDE EXPOSED BY OTHERS D' D.b D.b 0 SEE NOTE 2.SHT 2 EDGE OF MULL BAR SILL STOOL BY OTHERS d y D • ° a MIN.EMBEDMENT[91 - - (SEE NOTE) n p >• p o s• D s v 9 r' CONCRETEIMASONRY P•.g s'°D.g p o D O s 9 p P p PERIMETER BY OTHERS D t D. Q• oD o� e 9 INSTTALLEEA i P •By,s A e D D D>D ,0 86 D. D. - v u' >JX MIN.EDGE DIST.[B) EXTERIOR .e. p,. SHIM AS REO'D FINISH BY •;+ a e TO MAKE LEVEL H ALTERNATE PRECAST SILL DETAIL uLlr OTHERS. p .' e•.a FOR MULL BAR 8,/muLL ° 6D P• P,. 'a.°a•,P� Da •D D,A�' ^•D I 1W MIN. EMBEDMENT(B) CM A.TURNER FL P.E.88201 °°• ° °° a, °p•a° D. ,D°a♦ °°D 4. '°+b. NOTE; >111T4/Iftfi 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION �a+ f.•••••°••.TV jai CONCRETE! t t&MIN .? 44:•ti�OEW B •,;Qe`�i EDGE DLST.[B] 2.RECESS MULL CUP 114"MAX FOR ANCHOR • ,.• g y '� &DOORS BY OTHERS g L NRY) CLEARANCE WHEN INSTALLING WINDOW UNITS vet No BrAi �3): 1900 SW 44TH AVE. A OCALA,FLORIDA $4474 o1 MULL CD;MASONRY INSTALL DETA(LS-3°MIB G9 6TATI- O!F Z Os. •kt S ' 7!`IMPACT MULL BAR ' ADE 09/2712012 THS@1FORMATIOUCONTAM INTHIS DRAWINQ S PROPERSVOFCUSTOOea 1'1'i�I*S��aR��`�yt%e`►'�~, $°ALUM.MULL NTS � 'CWS•836 RITTEN PE KI9^SICN OF ANY CUSTOM WINDOW WSYSTE.MS,DC.6 PROHl ITEC.OUT THE ryfifi�ONA`e�ll SOFS SEALANT BEHIND FIN BY OTHERS SHEATHING 7/3"MN.EDGE DIST. BY OTHERS IC) WNDOW WRAP I-W MIN EMBEDMENT BY OTHERS 2 ORDD BUCK JDJ EXTERIOR FINISH [A) ' BY OTHERS o e �f f INSTALLATION ANCHOR, 810 WOOD ANCHOR WITH INTEGRATED WASHER[C) PERIMETER SEALANT ° BY INSTALLER °•,g 2 BY WOOD BUCK (MN.EMBEDMENT)[C) N OTHERS q••,8 SEALANT ALONG MULL BAR CLIP OUTSIDE F MXl1LL 8 DD - 'A 711#«.MIN EDGE DIST •". __ {8EE NOTE 2) INSTALLATION ANCHOR, 9Y OT14 RS 1 —4 410 WOOD ANCHOR WITH _ INTEGRATED WASHER —— "— — MULL EXTERIOR �'° e ULLBRRC P° T HO BAR (SEE NOTE L 3"VERTICAL MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS OUTSIDE EXPOSED (Z EMICAL MULL HEAD SECTION EDGE OF MULL'BAR B WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER MULL BAR CLIP K I W&4 --UON 3"VERTICAL {SEE NOTE 2) 8 JAMB 8H0>NAI HEA &SILL SIMILAR MULL BAR INSTALLATION ANCHOR, N10WOOD ANCHORWITH _ INTEGRATED WASHER(0) , '� REFERENCE NOTES: SEALANTALONG 2 BY WOOD BUCK A 8Ee NOII 10,81if 1 OUTSIDE EXPOSED BAR EDGE OF MULL BAR OTHERS IN B SEE NOTE 1,SHIT 2 NOTE: C SEE NOTE 2,BHT 2 WINDOW WRAP 1.RECESS RETRO MULLION CLIP 114"MAX FOR CLEARANCE OF BY OTHERS ce9 u WINDOW UNIT WHEN INSTALLED. PERIMETER SEALANT wto (MIN EMBEDMENT)(CJ 2.FOUR(4)ANCHOR SCREWS REQUIRED PER MUUJON CLIP FOR INSTALLATION. BY INSTALLER o•'$ D LUCAS A.TURNER FL P.E.85201 SEALANT BEHIND ��. �Wr MIN.EDGE DIST. �,*tif,��01��f>>+� FIN BY OTHERS °°.o°. [C] �•,GE •++���r�+ tr 'e� Sfi'•,, ,, NdDoftwsams EXTERIOR FINISH j Ne 582D4 . S�x iBDQ SW 44TH AVE. BY OTHERS JVERTICAL MULL SECTION *Li * i*S OCALA,FLORIDA.34474 BY O HERS P E{@ y� I'D J jz. MULL CLIP/WOOD INSTALL DETAILS-3"M/B e` STATE OF t 4f , . W+ IMPACTMULLBAR ADE 09!27 012 MWRIHTA"fflW OOHROeHRM 1 0/28120 1 2 �i•+�'+.;e` H.+' �j` THE NFORMATM CONIamEO WTHIS DI+AWINIM IS THE sae PROI OF CUSTOM ''�F3 <4;�« •'•Qy,`' '3b ALUM.MULL NITS ! ' CWS-838 WRITTEN PRMSSSIiONiFCUSTOOMVM=WWMs PART ovr.THE 4�r�e4trrllvl - 9OF9 MIAMF DADS MIAMI-DADE COUNTY ' 011 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.my/oere/ Eurotech industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 3.3334 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 bounty) reserve the right to hive 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. PERA reservds 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:Aluminum Outswing Entrance Door-LNII APPROVAL DOCUMENT:Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations:` 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0310.05 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 L Chanda,P.E. NOA No 12-0208.03 \�� M aiu►o►+courrrY Expiration Date:June 10,2 Approval Date: May 03,2012 Page 1 Eurotech Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A., DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS(transferred from file#09-0310.05) 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08, signed and sealed by Candido Font,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,0 8-18890 and 08-2024,dated 01/15/04 thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd 01/29/04,tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations,complying with FBC 2010,prepared by Al Farooq Corporation,dated FEB 02,2012,signed and sealed by Javad Ahmad,P.E. 2. Anchor Calculations and structural analysis,prepared by AI-Farooq Corp.,dated 04/28/08 and last revised on 06-02-09,signed and sealed by Arshad Viqar,P.E.(transferred from file# 09-0310.05) 3. Glazing complies w/ASTME-1300-02&-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®Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co., Inc. for their"DuPont Butacite PVB interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010&no financial interest,prepared by Al Farooq Corporation,dated 01/25/12,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 NOA#09-0310.05, expiring on June 10,2014. 2. Test proposal#07-3527 approved by BCCO. l$1tia!� t . 1 f r,,4� Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0208.03 Expiration Date:June 10,2014 Approval Date: May 03,2012 E-1 __ - - (2)ADDL ANCHORS g ° u AT'-_�Ij AT NTO.STILE /ENDS 7S 3 4° j I li SEE SEFr NOA it I i 42° R0.FOR WOOD OR c 1 II FOR II I I FRAME WIDTH WOOD SUCH INSTALLATIONS FRAME WIDTH 13 w ii RA77NC' D DETAILS ji j I °MAX. ONLY z S"MAX. /S� SURFACE APPLIED �SHEET E2 Hm/SlSLLL HEAD/SILL P 1 -- ---------- 1 i d.s A MAY�USED FOR --- - A '- CORNERS ---------= G --ir7 -- u— 8 R SEE SEPARATE NOA II j / IIIl,,'. e� /-- � RA71NO AND EDETAIIS j i /--LBW -IN-A4UifNE \ \ II jl 1 it It Y \ n ---fit===- II ==3C ... -_== • Illyyy q II Ile �1 I II II 9"'� " ^ i / it Jr W 41 8 \ W 'I ______! DOOR HINGES �Q O v V P g SEE FO QUANTITIES MIAMI-OADE COUNTY ? D:O S ui &CAPACITY 31 3/4° \ APPROVED ARATE� 29° D.L OPG. 8 D.L DPti. O 39 38 3/8° ALUMINUM OUEMNG ENTRANCE DOOR LEAF vnDTM LEAF tWDrH LeaF TM TYPICAL EL EVATIONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS, g o ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES R USING MIAMhDADE COUNTY APPROVED MULLIONS IN BETWEEN. � wM PbIRs ALSO SINGLE WITH DOUBLE DOORS WITH I OR WITHOUT COUNTY APPROVED V / ^OZO�y COMBINATION WITH TRANSOMS USING MIAMI-BADE COUNTY APPROVED Ap'Y�� MULLION IN BETWEEN, > LOWER DESIGN PRESSURES FROM ODOR, SIDELITE OR MULLION o APPROVAL WILL APPLY TO ENTIRE SYSTEM. 40 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE @ai REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY g s m v HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER S LOADS TO THE STRUCTURE. ANCHORS SHAD-BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. fTA.PEX7089¢ m SAN:39n39 ANCHORING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF F THIS IS APPROVAL ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Z drawing no. MATERIALS INCLUDING BUT NOT LIMITED To STEEL/METAL SCREWS.THAT WO4-01 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. 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F" j n a 13 TYPICAL ANCHORS ACCESS HOLES SEE ELEVATIONS w S WITH PLUGS FOR SPACING 1 SEE SEPARATE NOA FOR TRANSOM WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH '0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND n .-� RATING AND I ETAI.S iL. 1 TRANSFER THEM TO THE BUILDING STRUCTURE `_� T FI SEE ELEV.FOR SPACING z on Z -JP,-177 IM.FI-158 1S1) La - -iii IN OOD STRUCTURES O © �i ii 1-3/8" MIN. PENETRATION INTO WOOD 3a5 j�------ __ __ _it THRU 10Y BUCKS INTO CONIC. OR MASONRY �+ 0 o al 1-1/4" MIN, EMBED INTO CONC. OR MASONRY ? t3 MIAMI-OADE COUNTY DIRECTLY INTO CONC. OR MASONRYi U w 1 SAPPPPROVEDD MULLION 1-1/4° MIN. EMBED INTO CONC. OR MASONRY O Z TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) 7 (z O.5.°'. i3 SEE M" FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS 4 a a E ! INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) r 7 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. R BB X t/2"SMS a "a 11N NNW INTO WOOD STRUCTURE = I' MIN. x � 3•FROM ENDS INTO METAL STRUCTURE = 3/4" MIN. di AND to°o.1z M. CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. (4)812 X t'SMS 5 ,� `, C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm o 2000 PSI MIN. O /'@2 /-AT CENTER OF SILL SEALANTS: r g m 13 � ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH S DOUBLE(XX)DOORS AOSEL OR TEKNA 50729 SEALANTS.. CIVI 13 ONLY En n JA o 0 q i r CA.E j . ygo EQGE'OISt.': 'b 4 /1 wa4 0 TYPICAL ANCHORS : 0 1 YQ1Z SEE ELEV. FOR SPACING cheat 3 of y 7/a°MAX. C SHIM SPACE ,/a°Max J © o M� $ t {2)S8 X 3/a° OR WOOD 8U q TYPICAL ANCNORS a ACTIVE LEAF SEE ELEV. WOOD ° a• 13 13 �Q TYPICAL ANCHORS .� 44 .9 1`\,®A/1 4GTi tl ;511 0 SEE ELEV. FOR SPACING tz EXTERIOR 1e c 13 TYPXAL ANCHORS j n 11 2 V D.L.OPG. SEE ELEV. v FOR SPACING z_ LEAF WIDTH (/1 FRAME WIDTH W w SINGLE DOOR " MIAM4.0ADE COUNTY APPROVED MULLION SEE SEPARATE NOA E CD Z __--�—�; O 111V MAX. V W WOOD SUCK SEE SEPARATE MIA it {i ACME LEAF IN—ACTIVE LEAF FOR SIDELITE RATING AND DETAILS 4 — g I FA p{I vvve I I— 1 _ __ _ ___— _ T. VSFE wh.— TYPICAL ANCHORS 12 f' FOR SPACING 13 D.40. 11 2 EXTERIOR (2)08 X 3/4° D.L.OPG. SDdS LEAF WIDTH LEAF WIDTH 3$ FRAME WOM DOUBLE DOOR �J,M MMA �o FWDUCTR+wm F1A �A Tpge2 0 Ir ,.ree.FlIe111s c.a.N. har -0 Q� 8 drawing no. � . t W04—Ot sheet 4 of 5 , i 3.937 10 .070 10 �Y 1.815 1.834 ` 0 2.898 S No 36 ,.772 / Q DOOR FRAME Can eJ 2.830 3.873 .070 ` a g 2.819 ' O n_ 1.024 � yy Gji iSb(2 O V _ 2.047 FRAME TOP CORNER O DOOR LEAF 14 M ,.nz o V�p .087 3.937 {��J 4j O 61-Za� 3.177 2.821 � �.-:5 1.some d Q DOOR BASE BOARD .138 2.402 I w�!�1�wl�,MF13e[ida Jill /a9AUC9 t .ose 1 1.417 1.794 .083 8 � 3 .871�_.• f_� _FRAME BOTTOM 1.772-4 .744 8 o ml LEAF CORNERS �R a m u O FRAME SILL O ASTRAGAL STILE g i 9w' ° 2.000 1.000 .• ca�N..9E38LL982 . m .094 .�49 a 'zota a �— drawing 1.201 O SILL BASE O GLAZING BEAD WO4—01 sheet$of g