Loading...
WS-14-773 e 15 .14 M m m 13 1 p m rn o F"Yl :n .s _ > �s - 9 s 1 16 8 = m c o o r IST FLOOR(NO BEDROOMS) Ii1 1-020 ALL BEDROOMS ARE ON 2ND FLOOR-NOT IN SCOPE low W" FRONT DOOR! 6 a SHUTTER TAG# NOT IN SCOPE 1 I WINDOW TAG# 101 ) DOOR TAG# WALLS EXISTING 1 Level 1 2 3 I 100 3116"=l-W Legend 1 _ _ 114"=V-w ASP WINDOWS & DOORS No. n now FLOOR PLAN -LEVEL1 Paul Simas 10801 N.W.14 Sha#103 Miami,R 33172 363 NE 96 Street Miami Shores,FI uam 4n�14 100 $_ office:-05 470-9369-EastCOmwnhocked by ASP Pwker Dentscar as and _ ' www.sspwindm.o0M _,_ /ZAP(ji2) Permit Schedule Product Design DPFrame Glass Mark Family and Type Approval Pressure Required Frame Color Type Type Comments 1 TM_805_Horizontal Roller XO:531/8"x 38 31W 12-0321.02 +801-90 +44.2/-59.2 Aluminum 7/16(A) 2 TM_300_PW_Rectangular.37"x 79" FL15920.1 +701-70 +44.2/-592 Aluminum M4-7/16 3 TM_300_PW Rectangular.37"x 79" FL15920.1 +70%70 +44.2/-59.2 Aluminum M4-7/16 4 TM_300_PW_Rectangular.37"x 79" FL15920.1 +701-70 +40.6/-52.0 Aluminum M4-7116 MARK#4,5 JOINED BY(1)VERTICAL MULL(1X4) 5 TM_300_PW_Rectangular.37'x 79" FL15920.1 +70%70 +40.6/-52.0 Aluminum M4-7116 BY SM-12-022109-SPAN 79"DP+-57.1 6 TM_605_Single Hung_+-80DP:37'x 79" 12-0213.05 +80%80 +40.6/-52.0 Aluminum 7/16 MARK#6,7 JOINED BY(1)VERTICAL MULL(1X4) 7 TM-605-Single Hung_+4WDP:37"x 79' 12-0213.05 +80%80 +40.6/-52.0 Aluminum 7/16 BY SIW-12-022109-SPAN 79'DP+-57.1 8 TM_605_Singie Hung_+-80DP:37"x 79" 12-0213.05 +80%80 +40.6/-52.0 Aluminum 7116 MARK#8,9 JOINED BY(1)VERTICAL MULL(1X4) 9 TM-605-Single Hung_+-80DP:37'x 79" 12-0213.05 +80%80 +40.6/-52.0 Aluminum 7/16 BY SW-12-022109-SPAN 79"DP+-57.1 10 TM_605_Single Hung_+-800P:37"x 79" 12-0213.05 +80%80 +40.61-52.0 Aluminum 7/16 MARK#10,11 JOINED BY(1)VERTICAL MULL(1X4) 11 TM-605-Single Hung +-80DP:37"x 79" 12-0213.05 +801-80 +40.61-52.0 Alun-dnum 7/16 BY SIW-12-022109-SPAN 79"DP+-57.1 12 TM-605-Single Hung_+-80DP:37"x 79' 12-0213.05 +801-80 +442/-592 Aluminum 7/16 13 TM-Swing Double Door_230:44"x 82" 12-0308.35 +80%90 +44.2/-59.2 Aluminum 7/16 14 TM_300_13VV Rectangular.37'x 79" FL15920.1 +701-70 +40.6/-52.0 Aluminum M4-7/16 MARK#14,15 JOINED BY(1)VERTICAL MULL(1X4) 15 TM_300_12W_Rectangular:37"x 79" FL15920.1 +701-70 +40.6/-52.0 Aluminum M4-7/16 BY SIW-12-022109-SPAN 79"DP+-57.1 16 TM-Swing Double Door 230:72"x 80" 12-0308.35 +80%90 +44.2/-59.2 Aluminum 7/16 17 TM_805_Horizontal Roller_XO:37"x 38 318" 12-0321.02 +801-90 +".2J-592 Aluminum 7116(A) 18 TM_300_PW_Rectangular.37"x 79" FL15920.1 +70%70 +40.6/-52.0 lAturninurn M4-7116 MARK#18,19 JOINED BY(1)VERTICAL MULL(1X4) 19 TM_300_PW_Rectangular:37"x 79" F1.15920.1 +701-70 +40.61-52.0 IAJuminum M4-7/16 BY SIW-12-022109-SPAN 79"DP+-57.1 20 TM-605-Single Hung_+-80DP:37"x 76" 12-0213.05 +80/.80 +40.6/-52.0 1 jAlumlnum 7/16 ASP WINDOWS & DOORS Paul Simas °" oar Permit Schedule 10801 N.W.14 Street.#103 Miami,Fl.33172 363 NE 98 Street.Miami Shores,FI Dam Projed�� 4M=14 300 oft:,0 70-9369-EmaU .can Drawn by nsr nen,*Dept www.asps.txun checked by comer scale -- a L-- 2010 FLORIDA BUILDING CODE/ASCE 7-10 "ORY5 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING �mQ� c (^c For Buildings with a Mean Roof Height of 60 Feet or Less 1600 s.Federal Hwy Ste 207.Pomparuo Sancti,FL 33062 (964)784-6991 Tel/(954)781-5708 Fox/kdo®c5es.corn/CA #25854 DESIGN PRESSURES FOR INTERIOR ZONES("Zone N1 DESIGN PRESSURES FOR EXTERIOR ZONES('lone 59 ULTIMATE WIND SPEED(mph)= 175 Mean Roof T"ary Area(sqtQ Mean Roof Trhbuta y Neu(�1t) He ht He ht D(POSURE CATEGORY= (1t) 10 15 20 25 30 35 40 45 50 (ft) 10 IS 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 Tables are va3d for the following eond0bris onM 113.4 -42.4 -41.6 -41.1 130.6 -40.2 -39.8 -39.5 -39.3 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 1 Wind Speed,(V,a,3-woad gust)= 175 mph 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 2 Risk Category:11(General Residential and Commercial -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 AAA -45.9 Canstiucicn. 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 41.1 40.0 393 38.7 38.2 37.8 37.4 37.1 36.8 3 Exposure Category C -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 -55.1 -529 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 4 Topographic Fartor(Rut): 1.0 QW Termin) 18 41.6 40.5 39.7 39.1 38.6 382 37.9 37.5 37.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 5 lhreclionalityFactor 04:0.85 -45.1 -44.0 -43.3 -42.7 1322 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 138.2 -47.6 47.0 6 For situations requiring Kd=1.0,multiply the values in 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 theca tables by 1.18.Verify Kd requirements with local ' 45.7 -44.6 -43.8 -432 132.7 -422 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 138.8 48.1 .47.6 building official and product approvals before usel i n 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 7 EnclosedBuildingQ*-0.18 MAQ06*14 LJ9 p -46.2 -45.0 -44.2 -43.6 133.1 -42.7 -413 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 Consult an Enatneer foram other cont80ons J )$J 22 43.4 423 41.5 40.8 40.3 39.9 39.5 392 38.9 22 43.4 413 413 40.8 40.3 39.9 39.5 392 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -432 -42.8 -42.6 -58.1 -55.8 -54.2 -53.0 -51.9 -50.3 -49.0 Institwilorts (IJ Or C• 24 44.2 43.1 412 41.6 41.1 40.6 40.2 39.9 39.6 24 44.2 43.1 422 41.6 41. 40.6 .2 39.9 39.6 1 Tables show the•worm ease•ensign pressman,with any anti�}{�) 39.8;8 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -592 -56.9 -55.2 -53.9 -52. -52.0 -51.2 -50.6 -50.0 mtomwnvariable at its critical cenditien. "rryriAEy Cgr) 45.0 43.8 42.9 423 41.8 41.3 40.9 40.6 40.326 43.8 42.9 42.3 41.8 .3 40.9 40.6 40.3 2 Tables are valid for any roof slope.For reductions for roof 26 149.8 -47.6 -46.8 -46.1 135.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -562 -54.9 -53.8 -52.9 -511 -51.4 -50.8 slopes less than 10 degrees,consult Engineer for site 28 45.7 44.5 43.6 43.0 42.4 410 41.6 412 40.9 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 412 40.9 Vedfic analysis. -49.5 48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 -612 -58.8 -57.0 -55.7 -54.6 -53.7 -519 -512 -51.6 3 Calailmatheavmageroofhaght.Navmagecaumbe 30 46.3 45.1 44.3 43.6 43.0 416 412 41.8 41.5 30 46.3 45.1 443 43.6 43.0 42.6 422 41.8 41.5 determined,use the leak radheight.Round up the roof -50.3 -49.0 48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 .514 he&to the near highest table value. 32 47.0 45.7 44.9 44.2 43.6 432 42.7 414 411 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 414 42.1 4 Calculate the tributary area(Imgth a height)of the opening -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 in question.Round the tributary area down to the next 34 47.6 46.3 45.4 44.7 442 43.7 43.3 42.9 416 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 smalie ttabo value.If the tributary'mea g no�wn use 51.6 -50.4 -49.5 -48.8 -48.2 -47.7 -47.3 -47.0 -46.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 the most critical value(10 squtam fee). 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 5 Arca between structural mullions shall be used as tributary 52.2 -51.0 -50.1 -49.4 118.8 -48.3 -47.9 47.5 -47.2 36 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 area 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 6 Datannine,the Zona(Interior 4,or Exterior 5)of the -52.8 -51.6 -50.6 -49.9 -49.4 48.9 138.4 48.1 -47.7 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 opening.An opening with any potion closer then distance 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 "A "e to abuilding comes&bail be considered in an Exterior -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 .55.6 Zane(5).otherwise if all of the opening falls more than 44 50.2 48.9 48.0 472 46.6 46.1 45.7 45.3 45.0 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 distance considereda�� dingterior y 4 ,��g�be -54.5 -53.2 -512 -51.5 -50.9 -50.4 -50.0 -49.6 -492 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 7 Distance•a,•as refered to above,shell be calculated as the -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 smeller of 100%ofthe "Wim building width or40%of 52 $2.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 510 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 the hdgbt,but not less than 3 feet -56.4 -55.1 -54.1 -53.3 -517 -52.2 -51.8 -51.4 -51.0 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -595 -58.8 8 Reed the worst dmsepositive and negative design pressures 56 52.9 51.5 505 49.7 49.1 48.5 48.1 47.7 47.3 56 519 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 for use as required by governing building department -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -516 -512 -51.8 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -612 -60.4 -59.7 60 53.6 522 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60 53.6 512 512 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -543 -53.8 -53.3 -519 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 General Notes I These tables list allowable pressures(W„J,given as 0.6'W,t,where W,a is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Volt)and the variables given herein. Er Digitally signed by Emr ia 2 These tables are not valid as a site-specific drawing FL T.Mellinger,P.E.FL 500 19 3 These rabies apply to walls and vertical surfaces only Date:2013.05.21 15:26:52 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by that governing building department and permit holder. -041001 5 These tables aro intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T.Mellinger,P.E.,and&ball not be reproduced in whole or in part without her express written consent Date: May 21,2013 Not Valid without Signature and Rased Embossed Seal e. 12/2tl/12 Florida Building Code Online Floridp Dlep , :d SCIS Home ': Log In € User Registration Hot Topics Submit Surcharge + Stats&Facts Publications FBC Stall SCIS Site Map Unks Search Busines I PCO �SS{ '`k Product Approval :Public User Regulation 4 ProduG Approval Menu>Product or Application Search>Application Ust>AppBeation Detaa FL# FL15920 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fbied Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist- Hardcopy Received Certificate of Independence FL15920 RO COI Cert IndeD.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 httpsJ/www.floridabuigding.org/pr/pr app dU.aspx?param=wGEVXQwtDgsDdFYorPhNHD3ldsOj8%2f... 1/2 12/20/12 Florida Building Code Online nate Approvea 1W1b/LU1L SummarY_of Products„___- T FL# Model,Number or Name Description _...._..____................. __. —_.._....-..-............-_-__.._.....__...._.__..........................................._..�.._..._.._............._........._.........._....; 15920.1 — Series"300”Aluminum Fixed Window °Series"300"Aluminum Fixed Window- LMI/SMI 74"x 122" ..--.- .........._........_.............. Limits of Use Installation Instructions Approved for use in HVH2:Yes FL15920 RO II DWG re-subndt 10-10.t1df ; Approved for use outside HVHZ:Yes Verified By: Frank Bennardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 ;Evaluation Reports Other. FL15920 RO AE Eval.Ddf Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not vent your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Wth an email address if they have one.The emalls provided may be used for official communication Wth the licensee.However email addresses are public record.If you do not Wsh to supply a personal address,please provide the Department Wth an email address Which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dict here. Product Approval Accepts: me No aCi.Yirit 3t6'$ktda,'.- https:/hvww.flofidabuHding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD31dsOj8ak2f... 2/2 ya TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SPALL MISSILE IMPAC` RESISTANT s��; � �ry iWINDOWS HIM- flit. N 5 GENERAL NOTES gal I. THE SYSTEM @'fS£RIBtD ti'".£i W NA r DEER OfgGNf O AND TES M Ira ACCORDANCE WITH T}R 2.010 26 Po.ORIDA 6UTLQItaG C0M,F*R USE WITMYM AND MMIAE THE HIOH VELOCITY HURRICANE ZONE.PSR TAS 201 1 202/203 a ASTM el 300,04 STAN. 2. NO 13.1/3"a INCREASE IN AtLAiVAERE STRBSS HAS BEEN USED*IW W.DESIGN OF THIS SYSTtM,ttiftiA LOAD DURATION PAC.TTIR Cd-%A HAS LIFER(ABED 1104 WOW AN(>M DEStGR, 3, POSITIVE AND NECAT"MM PRESSIDRES CALCULATED FOR USF WITH THIS SYSTEM SHALL RIE y aETERMTNEO NY OTHERS ON A X6,SKOFIC BASIS IN ACCORAAME WITH THE GOVERNING CODE.SITE SPELIFIC �I LOAD SPINA LOAD REQUIREMETTTS SNAIL$E MTERMINED INACCORDANCE WITH ASCE 7 AND TM 2030*`VM TA MLAING CODE BY SEPARATE&T&GIt!@T INIG CERTIPTCAT)O@ AND S WT18E l4SS 114AN OR EQUAL TO THE PI)SITM OR NIECATTVE DESIGN PRESStW CAPACITY VALUE LISTED HPREIH POR ANY ASSC*ftY SYITHIt'THE LIMITATIONS STATIM 1tEREITI. d 4. THE SYSTEM t*TAZtW TTERE7N CsEItETtFG AND DOES NOT PROM IN#ORNTATIG"POR A SPECIFIC SITE, FOR SITE COI ATT`IONS AH'PEAENT MO"TME C0110tTIONS DETAIL(*"MM A LICENSED 100"ER OR REGISTERED ARCHITECT SHALL PROAft SITE WUM WC1.1MENTS P0R USE IM C )UNaM Wit"THIS � 5. tRSHABt VERIFY TTTE' g3%7tiE k7QSTdNG STRU4'TUiTB TO WCTNSTA�3 .g SUDER tI$A( ,bVOt3tR EiICAS(6Y j$HSiLL TTF ATECTTARf.AD PROP Y TO TFEET LOADS TO THE E.'xBSTTiYGSTRUCtURE- iii(((���jif #, M�'I.TPLS LIp(TS t4,.�T RE TND$RATAEA ttSING STRUd:TYdlrAi..Miq.lE03tS Aki�AVED 6Y€TTttER5�LR4DER SEPARATE CERTIFICATION, 7, ALL WitUStONS StOLL I*6004-IS ALT" IFI AILOY.UNLESS RTITEA OTHERWISE, & E7C MOR SUM OF FRAME CORMS,INSTALLATIOU SMWS.AND CACHING SEAR ENDS SHALL TSE SEALED � Nd19YH, ABTABL :TS R YdASHERS SPTAtt�ZXNC C4k4iEA STEEL.GAd.VAN1XE0 STEEL,tT4t STAINLESS STE.Et WITH A MISSILE YIELD STRENGTH OF bA M. 70,ALL D*SDTTTAR MATERIALS SHALL EE PAINM OR PLATED AS PRESCA 0 R8 THE FLORIDA bUfLom CODE. '• T I.EX D~AE R04l21?RS&CLD,.RNC.-SUTAME PW INTERLAYER N,O.A.A LT-2236.03 22. E.T.ET�'t}.TTT OE N�7+.OIIRS S C.O.,TMC.-SERTRYGtAS INTEREAYER t7.O.A.4 k t^ft&24.02 t 3 13:MWMED F-M S'.4RLL AW LARCH MISSILE IMPACT AVVIACATIOtNS. 4EE GLASS TYPES FOR ARMY RESTRICTIM 9• ' I i2-"BMW-Q4 n e€rrzTe:;xa�r:T FL #15920.1 rs y Tt'NO,8'rW ANAK9St9 TVA£A&C 7th f ,g YS"RTA3t.FDA "CHOft yAM4Mt04 POSSIBLE ARCHITECTURAL SHAPES. MAY EXCEED SIZE TESTED RECTANGLE TRANSCRaIbsARDtiD F--1 YAC �; ,_L � `•, � �'�� JOINT VVELD I POIfiTi f TYp. :I j a . (KAY VARY) •-- ......... CLIPPED K TRIANGLE HALF-ROUND EXTENDED RADIUS EXTENDED GOTHIC HALF-ROUND 't" ": # „ a ..�w ;�.... w i w NDED QUARTER ELLIPSE O tZUARYRFr a. TR1dPEZOYD zo TYPICAL ELEVATION � D.t d WIDTH«WINDOW WIDTH K` QUARTER S£ NT QUARTER ROUND FULL ROUND bi.V.cen TH tvtaotxw 6BNi?TN:a" OCTAGON e OPEN BOTTOM OVAL € QUARTER ROUND FL #15920.1 EQUAL LEG CIRCLE SEGMC-NT TRIANGLE 'j' J 11 ' ZES ALLOWABLE SI &LOADS MAY BE DEYERMINCD BY INSCMING ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/f3 8 5J0. 12- MW-04 ARCHITECTtiRAI SHAPES ARE LIMITED TO f 70 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. EXlSTTNfa HOOT t:iLC.t'DIST METAL STMJCU S(STS OR 3TRUCTtrai'.. R(,UM,XW Mb'Ff,Teitxx3 STERt;�C�Arx KSY IN. ANCFKIRS PER ANfi9CH6 ,t(IY WOOD HEIC:K At636f[4JttBd:E3 TS MIN. SCHEME SEE TYPICAL SEE MUEtlO45 APPROVAES£dSR E Ot ELEVATION'OR SPACING M(N lON TYM AND SIZE. EAST eOL,'S OMY +_"Q� �. }Y «•�v�''. 11 OR 2s WOW NOT BY Y,M. E t IJ I1/4* "SHIM PER t 214 +tAk SMIM t 2 Idd"M R 9401 t 214"MAR,&MIM ANCMi ANOKMSC,FiEWAA, pg g SEE TYPICALANCHOR$PER Q @ 3 0 4 ELE.VAIMN ON 4 4 � & E, 4 ANCHOR V—"V 3ULf. SHKI ZAt Tit SEE TmCAI $ff Y(mm At 3 S SPACING etlVASHUTTIONON 21S FOR � 7Y Et,EVATTON ONT ll SHE" FOR SPAgtty �9a O &� 3R10NAt. ARPPL�O 51LM A pT(tNYYNS u SEE EEEY.QtT PACsE 2,"tl ANCHOR ti z TYPICALANCHORS asARTSFGRSPACIN � worlY� St+Ot30 6uCX5IddD ME1fLL STPiICiURE tt�T�Y't� MUST T"AMe LOW 114pom 6ti GLAZING SYSTEM AIS ` 'ERANSFM THEM TO TMifr WILD"STRUCTURE. ill n i ......••.' -•••.-�•. TYP@`A $Pe PTA,MIR""Mf%LCL(fa-177 K51, � rd Fp-1SR KSI) THRU 11W mm CO."ETE(2m PSI MIN)09 GROUT PiLtEP O.00K(ASIT4 Mt I.aw MIA.EMRCE)two CY3TI mte OR GROUT FILLED Eu+1G2t, z TV06 V.Mr-N&JILTUIPMAW`Eta'(Fu=177I(M. X199 KSE) YRim AV wowK5 OR wow SmICTURES s MIN) BED OF AXCYWn PER I-Itr IN. KNETRAT11M INTO WOW W SfALANY SCI Lbutt:.See TYPICAL. ELEVATION ON SNEET 2!8 'TYPE C"Yt4.30 P2A.&tlEEY I TAt.MMM(GOA"5 2 a ..,FOR SPACING MM)(Pu+tZU KSI,Ty."K%) S � Et INTO METAL.STRUCTLJRES(S PINCHES PASS THE ,y "MAD PLANE MIN.'STEED,:$V THK.MIN. t td4"k`AX Slum (P9 : KSI MIN) , t I ALUMiNIM:It$'IWK( MIN.(60045 MIN) a° Eye OR U WOW 9UC.K � (SYM iN CONTACT WITH ALUMINUM TO tE P€ATER1 d ' (OPt7ONAo.NOT RY T.M. OR PARAW)Mae DIVAN" roNCRerFtr,ROBLOCK.rr FILLEY?BLOCK.2-112"Mti l INYO METAL'STAt1CTIOZE=V4,MIN. eKISTINGHEFST 12-TPMW-{}4 0 c;s�as*aat Fl 1592E}. TYPICAL.SECTION �^., � d"w 1,.,0• VERs SFYT Lit easaeup�gppN�gNp�sy��t p„ iy MIA,STRtIC:TURCS(.SBEEt OR S� AIEIAt.Es`8`MIN.Ti fSTEEL:Fy-36 01 Hof, z A6M41M:WO-TS MP- V4*MAX SHIM E6Y 6R 7}7Y 1t4"MAX SWM E64*AIAX$4lE48 Ek OR( TIOOA tYCH o eAxx ttdTCAM BSit'K IL7M • ` so- a ..4..._., } 4 4 BCD OF 6ED EW px Ii ANCHORS PER ANCHOR I A M"�N5SCH I ................ ai�5 PfA A NOM strffmf SEE tMCAk. SCE'rIPWAL so*ome. SEE tYMCAE fUVATIM ON SHE14T dig FLEVAT14M 0#St*Ef fcNAMN ON SHEET zm � FOR SPAaNG W4FOMSPAaXGy Sa FOR SPACING ,. E g L! E .._. EktT¢t3M ( 8 E STRU'F�iatEH�;aP .l - «�•o� Mm.YAfttts—i -FRAM WDYN —iI a a TYPICAL SECTION 0 o Ziff SCHEDULE X14" Z x 4 FW *RAMrw kwuamrfm4C7 7ePC 73 f inn+ Pr 7$ ro s a> sa.. ss ®s y 73 es. sm ewo 8>Y 7Q, 78 B4� 3F" m 70 7*0 FF FY:. w 90 � S® BS &� 5� '&1 76 9 BB kl rc• €3 eo s® 58 64 &o s €39 w33€tiF � .... ............ ......!a_ ro R;1 ..._. ......�??... "" 454fsR` >m 00 w w f3(t c 28 or P3 HI rC 5 66 E@ to &9 eG_ ...@B a TB 5 SO 8Y` 7& 1$ 78 '0 Rr W3 8G k4 f3L +yt6 ¢ _4E`f5,43P W7 "...,R.tp ... tow I* Fo toM 89 �.... 's'¢ - 60 a 7a 40 OD f ? 3Y ?$ 7B 70 n FF &9 ffi0 i9 @Q 60 ISO Rc r8 8C es ..._... ' ' x 4�' � F.6 tlf1 8d I f r •� a )�)tg' 18 ID t3 Yr 20 rC Tq 7a ,�.....�.•...._ .. i Tb t� 76 Ri 7E 93 ft,... C3 &f Cr +7P $:} Ps 4 5$ W do W ar ro re 70 Ic s, w 4§6 iiow V) tjp rm s r1 w' Pa^ 'Ys F9 r0 10 _ 04 FBM' ae FS 79 Yum +k" F.3 E6 db ffi3 AJ Ni !94 ss rg x. 66 vCr'ER SfffHP Y, 9P^ rB r+0 Pti PD 8c 8k Edf....Ep._ 79 'o M. ft re :... ...__ .._.__ . _ _.__._. ............................. FL 15920,1 MNrMPM26r.I""� I�e 1j I J . sf •r r GLASS TYPES .......... • . SLlTAC3TE 4� .499�}PAC.T!'E RV8 .a04 BSfTAClYE E lNTEtlEAYER lNTEIttAYEA YNTE{(LAYE% .0"SIP 114MLAYER X-ANN, w Aria It6'Arts. Se ANN '!<"ms.. }6`N<s. #a N.s. `Its. I SEALANF SEALANF Ya' ALhit4 Y�' !N A%N.(TY®:I t6ltt.f6'k"p> FlE±�<{TTP.} g@�YH 61i4t.i3YP'.} FBF SETTING BLOC (��` SUTIRG KOCK SEWN SL.00A SE'TYlW Plkm T. AT X vows ��''`!i s AT'j$watm AT V.POINTS a+ s AT V.a0#laYS m Hill., <@> 4 al E ggt1 ,G9d t?ttTAClIE I"AHN- .OsfB iTAfITE PVEb s4a'NQS' h Q INTERLAYER - ;W AIR SPACE 111ULAYER y AM K«PAU � --m Stip INTERLAYER .69!}`SGP INTERLAYER S{'ANN. v"/9.$. r ANN. �"N.S. Ya'N.S. :"N.S. I5"T �s"TEAS $EALAblY Ya" SEAtAtdT Ig SEALAN!'YB" SCALva Kg- OEPTN Hriv,jIYP.I pEPTN 3!'iEi.(YYP.IC {+TN MEfi.(TVP.} i OE'PYM p}IIt.(YTP.) j w SPT'TING B,WtS Sr:TYl V4 POINTS SETTING BLOCK MIS $EYY7d8Gi itltOC.It A7Iw PANT$ AT POINTS AT POdNTS -! ATS PO1-S <e> <@> G G MATERIAL SCHEDULE ITEM PART DESCRIPTOR MAYERIAL MAMff./SUlRPMQ/REMARRXS � T� F1386f A@0J"t645/3Att8dl AOTR fxwf&lw 6085-TS �2 Tr-326 1f8"6SA88 STCs'i>b!s`aLAs6 3-T6 s3 to-322 tf8'QA%tMCs>•ECR 011V CCAs 3+16 tied - &OW gape cam - ow-T6 S> - 04W saw a tAa w was Aw 4.fRi"I�Si@! WE PClYPattPt W$W U16-CAM FLYRAiA4 �.a 3 6 32401 vwft 6Vta- 0.t23"P 0+3tti M CCAS$CLAZrA KAa Aitt at" £ 7 A2411 VRTYL i - 0.Y28°A v16 A"9f16 CAR%CLa""o "Esom �,• .. E Pe6 As CAGit TRAVB CaR1ua SAB 8d8 3 No P0a RW04itLAR wwwo SRAP2S dtt>' .a.q=..y.�.s.. S - SWt 4BALCA sCRt'LFC SCeUBt-41C4EtiEAD ! _ - «ONLY APPROVED EOR LARGE MISSILE IMPACT 3 swam am i-toko At t/c PwS ww CERSIW Wang �` ! a01�NAL SiPit'ACt APPLR4 YaixtTdas ! - "m giT�"TR Rall StRUCRIRAt sU.A:w CLAST4utmc Aomrvs SY RGttCd w PVWdwawtt"haws ! - ALUM&W'V-CNAMU 2•L004 At(WRY AWMOR UWATft(IYP.) 2 te32 ALI AOMW 1de'•11'tvY"'V`P SrAM HIS 01 ! 106`m ECSC"Am SPACER STAla M STIR AK UtTA1 efift -! 9fts^n Em CLASS SPACER SIAIRAM STEEL ! P48fARY aTu Ift FL #15920.1 6 ✓: 0.124 � �•« 0.0PXY 0.570 i 2 0.03$ Mqu fft N 5 .s......rw....L.- W 0.056 r �j 0.050 8 o - z N ° 1.139 aASS� ss» 9.813 yy r*TF 3 I PART 414 IS ROT ItQknWD Low - 0.420— 0.270 9.025 1 � c°ao 12 a.a a o.e�z 0.02 _1 22-TMW-0 0$ 0.080 0.040 -w $ i sown gas: NOTE: EXTRUSIONS Ns Nc r TO seAL . FL #15920.1To rs r a FRAMES Of NON QZZ RECTRNGULM SHAPES SHALL a^ Be WELDEO TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY(TYP.)• EALANT(TM < SEALANT(TYP) y Po g� 91 zill a SLAM qAL WAY HAVE TO BE a REAMIED IN THE FXLD z BEFORE WSTAUATM OF WINDOW,INSffCt Rtt ItWS TO MURE A MKR SEAL P FL #15920.1 o� *Bz V GRADE 2 5145 (FOR goo CORNERS ONLY) y Q XP SS E RE A FRANK L. BENNARDO. P.E.. INC. INNOVATION Product Evaluation Report August 23,2012 Application Number: FL# FLB Project Number: 12-TMW-04 Product Manufacturer. TM Windows,LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name&Description: Series 30:0 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 9N- 3,005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: ® PRODUCT EVALUATION DOCUMENTS FLB drawing#12-TMW-04 titled"Series 300 Aluminum Fixed Window",sheets 1-8,prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. " TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). s STRUCTURAL ENGINEERING CALCULATIONS a�,q••''' � K Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Rased 5ngint�. I' a�id for analysis to qualify the following design criteria: 1. Anchor Spacing �G 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity Fr (�, P.� 5. Anchor Capacity #P ,�f '••• 85 No 33%increase in allowable stress has been used in the design of each product: 160 SW 12TH AVENUE *106 13EERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING August 23,2012 EXPRESS' TM Window,LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. • Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM IA I" E MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 248 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE(NOA) wwwjnlamidade. ova Jnera T.M.Windows LLC 601 NW 12'h Ave. Pompano 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in:areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 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 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 11805"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.WO"1,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets I through 7 of 7,dated 49/19/08,with revision C dated 02/29/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 09-1110.02 and consists of this page I 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. MME1!, ,;i;+,, NOA No.12-0321.02 Me Expiration Date: May 13,2014 12 Approval Date: May 03,2012 Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,Sheets I through 7 of 7,dated 09/19/08,with revision C dated 02/29/12,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 20394 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. FTL-5945,dated 07/31/09,signed&sealed by Julio E.Gonzalez,P.E. (Submitted under previous 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 FSC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411. 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration'Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed&sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FAC,TAS 201--94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared'by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed&sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA No. 04-0105.02) 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 under previous NOA No. 04-0120.01) Manuel Per Product Control Exa in NOA No.12-0321.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-1 T.M.Windows LLC NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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&sealed by Edmundo Largaespada, P.E. (,Submitted under previous NOA No.04--0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Fardatty submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PE RA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08125/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-032S.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color Interlayers"dated 05105111,expiring on 05121/16 3. Notice of Acceptance No. 10--0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer",dated 05/05/10,expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 27,2012,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 previous NOA#09 1X10.02) Manue 5qV11.02.E. Product Controler NOA Na. Expiration Date: May 13,2014 Approval Date: May 03,2012 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No.FT"457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FT"459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R.Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04- 13/03,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No 044120.01) G. OTHER 1. Notice of Acceptance No.09-1110.02,issued to T.M.Window,LLC, for their Series 805 Aluminum Horizontal Rolling Window-L.M.I.,approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control E mi er NOA No.12-0 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-3 •S/T$`R40d.CLASS i Stir BEAT sTtYa aLA+SACR Ott_ iYf 14 Z OW-MERATCR 1 ..C$a`INa6Rt.AYSTc THRU iY�$,I"OOS Orifit€!M W t iway mc By SOLWIA 1 mmi"AS BY w" \ 94 MAX. __.. i 4 ;-Sjie'ANN,CLASS $fir HEAT sTiemwo CLASS i 4 i t MW_. € 6'MAX. F 4 4 ; sx tc�iaE ? �. FALSE ruajali �Qi cc ROS7700 j Y RCS7FTIO (Ski ACE ) 3 ; CORNERS COTT CORNING 99s �i '•i :..; 1 996 fie'815 if$Ea /A5 3 ` y. I WSJ __• I ' / 7/16"OVERALL CLAW 7/16'oz'ERau LASSRl .' Tl/$'TEMP.CLASS } �—•3/T a`KAT st*M CLASS tl�a/Ta'AraN.CLASS i. V/4* AIR Spm e .s2a'9FTEIZLAYB j ,tZC"gVt£RtA'AER if$"S&�+t,WISS ttvExOl-C7&1 REQ -uYENCI_Lq}RESmi , ___ too, BY 49UWACT SPOCMMS ixc.' . 6'+''SORFA�E SPECiALTWS ` i'SCIttT ----•- ..' ...... - ` 4\ �L3.1t6�'MEAT.5TREN'O CLASS -S/t8`AWL GLASS S }#j Lam"ANK CLASS Ya' i) g SILICONE _ _ cc RGa77Oa CE"S77(MI cc 762 of Vic. OL aha: w < N 0"COR"wo 999 DOW $99 .� �. CClTaaNL'S89" va AD AV 4I1qm � vss >1�1Gx LOAD RATYNG — PSFm.... FOR SFM SHaWa ASOK OR sroaLi.eRT,}} 7YPE_'A' sum Tft I° CLiSi'YPE C' CLAlES TYPE b cm TYPE`ir 1 If2 txERalt GLASS 1t2"oVERnu CLASS 11f16`OVERALL uiSOa aussXr TNT() rNi.{-) kIk il it TYP )'� TYPE ,E so.o saa . 2� iaco ao.o Sao ss.a ss.a v9.o �a:o 1 LOADS SHOAWWE WAOOW VENTS WTH SPRFM LOWED A.UHARN LATCHES, a $ � I.(......,57... C� FOR METALtC SWEEP" AMLNNT VAX.L0R35 10 zrW.O P'SF. + , NOTE. GLASS CAPACITIES ON ING SHEV ARE ` 5 �... BASED ON ASTM 01300-04 (3 SEC. GUSTS) ' ! FtQI t Sg, AND FLORIDA BUILDING COMMISSION !� DESIGN LOAD RATINGS FORTHESE pTNOOWS TO BE AS PER � THiS PROOtJC1 "AS KEN OE'sAGNEO ANO TESTED,TO vnr tO*CWC,( THE DECLARATORY STATEMENT OCA05-DEC-219 ��G • CHARTS SHOWN ON SHEE"S 1 do 2. REOVIRCM04TS OF THE FLORIDA SGWNO COO£90CLW M H.IC: "ELacTY ...... _. NuRRACw ZONE("wz) THESE WIROO'M ARE RATED FOR LAROE&SMALL"%E IMPACt, A N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SLOESHUTTERS A$ MKT'R£Ot O ! WOOD SUCKS Sy OTHERS,WST SE AtLCVW0 PROPENE TO TFANSTER �. �! o COM&fNAUMS Or H.R,jH.R. OR MOWOMAL ROLLING WIN OTHER LOADS 0 TH£STMIC"E. .. Lam.` i OD1tcT RTSViti tY r MtA&i1-DAO€ COLI#Y APPR'0 WINDOWS /7S NO 1dIA!AI-OAOF CGut Y AKCHORS SHALL BE As USTEO. SPAEED As som ON ovAtEs.ANCHORS wteY t It IOMAPPROVE(]MU?. ohs IN BETWEEN• LOWER DESION PRESSURE FROM AWS OR%WU ION APP ROVAL EMBEDMENTEMBEDMENT TO SASEMAtERw:.s'tAt:CBt BExOND WALLCRESSN'AC OR S*UuCO. =..A'� TRT971 6WILL APPLY TO ENTIRE S'iTSTEM. ANCHORiNO OR LOADING CONDITIONS NOT St'3ti k IN Tom,CETAItS ARETNOT PART OF THIS APPROVAL. �$ A LOAD DURATMPEASE*14SED W CESM OF•ANOHORS 94TO WOOt.'ONLY. TY � �dToo+Ing n0.� MATERIALS LUOM OW, NOT LWED TO STEEL/KETAL SCREWS,THAT � tA� COM£INTO O ACT WITH OTHER aISS"LAR MATERIALS SHALL MEET THE � �WOS-81 REOIJIMENTS Of THE FLORIO4 SLOG.CODE SECTION 2003.8 4 A,PR 8.2'82 FOR Rspuoirm Vo. ItM WOW BUCKS 000 aeaSaxaRx \ 611.MAK. - t ����` '^-._ .__ ........WmAlm=01 ... ............... WW)BUCKS tFiTG ' FALSEMIwon � 3" €AIASKi MAX a s"MAX FALSE Ns1 m Id'11W 2'" r 6 aassea) AT F«.LITEaalA.. {SUR#ACE A}P ffT33 pax pp»» g t19£D rA`\ k ICr LENT �£St£RS MAY Bt°.$TJ 1 _. _; Ir 2 x € y �� r .e 1 , ... .. as33 sC/aeIYI........... ..,......,D;% a. za a!Bt~ 37 sle 39z/8` 29 ►!o• IY$3f&6x EL4'9 & Ox WZRS JCO% $17Fg MA`dt6lU LOAD RATING - PSY A UM D "LOAD RATING - P$ t FOR sm.$tRpm ADM OR SSR Fla sm Stiom A"OR UTALUR ' aw TTT$'. UtASB TYFB aoo soo 90.0 T�O.O 88.4 m. I IB.0 79.0 SO.o so:o . 130.$ =ZVS=ABo ARC.FOR VENTS With SAAWO a.OAOED AUN LAMAS. wm A,w ARE FUR Vons FOR Mc-?FLP. 5WEE>P LATCHES UWI WX two$To.t$9.o PSF. YB'm SM4 L*Wo ALUM LATCHES, FOR SWEF'ArCi€ES um;IMs (AADS m a ra LA K NOM Y°Rc C Rt.6 FLA isb �I C•�� A 7asaa pI� l CAA. GLASS CAPACITIES ON THIS SHEET ARE S;y WED ONASTM ET3OO-04 (3 SEC. GUSTS} s8ii y tlroxyrlq n0. AND FLORIDA BUILDING COMMISSION W08-8t DECLARATORY STATEMCNT DCAOS-0EC-219 ��kitfet'�_0! q ISY /...SEe Et$v / /....w aft 6/ aPOflU HUGC SPACM ,. WAL / FOR SPACING °-0 e •v o e°' °e...1.,,• -a* f YAa '. a.. � _ PTR IrJ i1FMdk- x Sp / hks iceA + SEE'SEPARATE N� fjIv fkObi—&hkrna3Wdr 1 1/8 E Fd - i. ......_..,.,......«...,.. #aWO LOAD CLIP �rfl'I i.ANS LONGI-Sm S 11 CL 3 k, cart SPS Hall��1 I Sze WO00 BUCKS A10 METAL STRUCTURE NOT 81 TSN WIMOOWS 1 d a l� k AND TRANSFER TMEtN TO THE OUILOWCA STRUCTURE. SEL ELM MR SPACM I ALL FRAME AND 7 JOINTS AND CONNECTIONS SEALED � E - ' 4i"w�3afi Eta,ry.Egg 40 SILICONE OR ACRYLIC SEALANT, INTO 28Y WOOD SUCKS OR WOOD STRtUCTtftS 0 O1-1/2"WN. PENETRAmN INTO WOOD- U "' THRU TOY BUCKS INTO COMC.OR MASONRY SMR - T-ile X 1j4'WEEPMOLES I PLASM BAFFLE f 1- j4-MW. EMBED INTO CONC.OR MASONRY a t AT ' "FROM EACH MIND AND AT MIOSPAAt s W2 a-T/4L XK 1/4"WEESMIW.ES DIRECTLY INTO CONC. OR MASONRYx� Y I€ AT 4-718"FROM EACH END AND AT MIDSPAN T-BIO°MIN.EMOEO INTO MMC,OR MASONRY :°w I i W3 - r LONG WEEP NOTCH AT EACH END _ k E WA - t"UM KV NOTCH AT 12"FROM EACH ENO " (W&I 8 W+s) 33 k € INTO METAL STRUCTURES z n STEEL : 0.109"A9s`iFy - 38 99 MIN) ALUA"NUM : 1j8"Ta MHN. (8081-75 MRU., k (STEEL IN CONTACT W47H NAAMN TO BE PLATED OR RMTEO) 1 i E E (iT9 g�4N ME aftL&i SCREWS ( 2 CRC? 2 2 t)t ADOPTER INTO MIAMI- RADE COUNTY APPROVED MULUCIM (MHk. THk. - 1/8") b (NO SKM SPACE)TYPICAL EDGE f EhE 6 ..� INTO CONCRETE AND MASONRY - 2-1/2"MIN. i 3 INTO MROOD STRICTtW - T`tom. INTO METAL STRUCTURE ® 3j4`MW, W3- CONCRETE AT WEAD.$U OR PAW At . 3000 PSk ON. I i tpp E - C-90 HMLOw/nUED MM AT 40=t'm. 2000 PSI NIX r: : T E.V, FRfR'kEiLTI�R[iY{SOD °' i`' I $ ° ku MICK ANCHORS 8�I8 }tH¢ ika 1 Ste Ealy. LI R� FOR SPACING X > , v O k r !draarikig no. wI 3 TrPICAC ANCHOR s �Yd08-81 2 r,Ca CtEP 4t; APR 1 2012 1sweet o� i C3 }fd Som.... (K) t2 _ � 1 u '. eeAx -. _. ..... ? ++.:.,_ . ........METAL � 18 smml _ r f� ...._. 17 .__•_._.__«•-__... ...._...._,. ........ ,.tom ......_.-._. ,._...._.. ........_........._ ........ W FCR SPACttaGEXTERIOR _�.__....._ .._._.._. m-. .._................ ... ..__.-.......__............ ............._ k�Pi64W •ASN _ e .................. _ a �Q.Te t fC 1 {/I3 1/4-MAX of tlENP gBp719 `�@ Vey } auex. M.*CS !Sr sraSEEecat.As0c�aes FOR r. SPAC" It Tvmm moan fSEE r P fYlW�, c'' EXTERIOR loll 77P8 XM LAYBYtT EE SEE u• ''-SEYCv FtSt' - . g t d VENTS WITH ) � SPRING WADED LATCHES PR0rAWrRFVj.4 f Ap 012 ' SCfREEtaS QP?. t pale Crox atq oto. EXTtta,Qt -� ' W08-81 wiW"worm ....Y }v:kD4W 7:ATPt ®f�,f ......<y ..__.,.........__..... .........._Y£PoT Www ........ _ _...._..,.._ .._......._..< �" �. SEE STAM t E1. L4 F + FOR SPACNG .,...,....... ,._.. ff _ P .......„.,. ...... 1 3 17) i- MR DAV. 4SEE El£Y. >sand `. iEXTERIOR OX o+F09TE 1 lay OR ...._ ......_ E � Y t e SK$P/K. 714 59 1 � Pl+p4$R$ C t` t — a MR m t EXTERIORSpAtm ° c ... ..�R.t� 4Y#.CAs AtiCH4.9S ..)..�} [-SEE ELCV,£RP SPAMAPMO SEE�T {*nSE —•'� I m cd 1(I( 17kNTS WITH 1. SWEEP LATCHES =-� �'_ " PRDDIFCI'ggV1 ! i X13e4 arwmtyklgw'h6dPtra ' 4 44k P£d TOs99� DmWia�COAe C.A,#ISM - AttcpWttpp F1n Date Q E •4y e"".x7ERk052 W08-81 .....................a.GbA... .. _.,,� •t.IFb w t, �+ m PART 0 fjUMM I OWSMMO IdaT8Rt41, MAW.IMPPMIRF.,4AIM _... FRA,a£..EA0 8083 i8 ` {n,»1378 t #%WEE su F .6083 Y8 -..:-:. ....... nu-;7a t #T sem t� e6aa to i Z t ; v E.i25 `........ 1.>23b 128-�F.<•- a+ Yea R $ . ..... Q 43 tit IIIA F AS RM rWX. P)U fA43 T4 2f vw TQP Afe somw Fri 608s Ta ..•.—... ..... WND Lm CUP i Trm ,I9 f vt AW Snit easy Fa ,J Van R££YFA�St4,E 8893 Y$ .. F 4 TOP dt BOTT0M Rki. >iA Tea u7A t/vttaT d{zED St LE(SCEP 6083{a a FRAME HERO1.7°At-- 1 r9 to 136 , Si TAA £RT i noel sa ix I SU*ate AIIAd`T£R tY WRO S X4 Al L{C.St0.£LOCA! ..._�._ Ob4 a •�•••••,$ 12 {p1 116 t j vEHt 3PRa`1G LA10£0 V64T 1ATLf,.3-I W(A,#G 8863 TS PT TaXa sPAra _ V W ...l. .....,,, ! 928 ... .......� ...-.,._.,. .........._.- •,.. ..... f2A SJ VfM ,WCAWC S4£d'LAXH AT kV$PAN 9M 2201 ,29 ib x al4 $fWTGNusGx tdOtNtesC 9Lms' j#K u3" t V, R1T8i.STR,E 13 TM i4/A AS REQS I h Z-0 WAD(LWTAT$0 am) 1.008 ..,. ,.....,,_ Ira .... S43 A65 EaA. TM t8T AS READ GF.A27+0 8EA0(tl3stFi,.4AN i$A5S) 496} a I 'i(i w.i E ._...... ...... ,_. .__ ...._- .... �...,.. '�.. 4 i 4...... �•^ $QO 14 TN 134 z AS MO :4�0 1040 UiP,4'i.Q#O t a2Q is I J i- V££TkYO s,%.£9E� aa4l t6 (.F ............,......._> 18 I ?J Sidi£ rpED S{AE R£4ri'QRCdNG 6963-TS sa C loF .szs- 4• 17 W.AI22b } AS 4011 !!N SEAt rovlutp¢w($TS % 220 F6" wq j i?B sfl.1.Tett dAA19 sTILE °� tA. !!43871 , AS RLQD FIN SEA_ar$1(T 19 4N320F } AS 8E'Q0. M SEAT,N°SIWP"(187 %. f motto wom - _ -U07t• .w-• 2.318 20.. !3043 _ rQF¢Sst£tta�t CLOD cR.0 i6#d+e 1cEwC M®w „, 14 FIX.STU REINF. 21� r 2J LSM` LENT R9LLER IroA1s3z6&wm _... KWIC �? . PY CAr,! t t.2Sb -'Qb$ 22 _. VFN'Rflit.ER/481iL _ ,.SS U g'. 1j ..1,29b 83. 812 Df t 2f comae Irmw Assoc LY% P.R.Met"m ., J�1•. -......,M..,. I 2.393 ,........'1 24 X10%,• 2J L$dtf ASSErA81.Y SOS P.N. SaAS 4 S 's T.a76Y.ice,A I+ f 9 }. _25 X f# aEkT 1ATRA,sPf"4 ST SIM . 24 IPatl73 x.I OkWI�, , 101. .......... I, s+u,cxw ASTER 4 ATEETRTC STILE 12 LEM LATCH W .�..._._. .. ». _......2342_..«»„a ., 2.312 i 3.270 _..1 ...... 708 1.2I7 f albI.ow 237 4 .. ...»1 .a....._.... '�. �,......,..t.F9Q...,.....F .....1.750 841 t i �1J gyFgG ErEAO � G1AZIHC 8EA0 .. 1. --^°+ <p t;rnXED STILE (SMINO LATCt1} ? r-EO sTt6E(SaEP 1ATCtt} (WA.QiASS} (OMA-Win..Gtm) (a FRWE s1LL TOP �¢ e...._......_.._.a.089... ... _ ° ��� air. f 462 T2,42b�t 1 t 1 {.qt® t.J9D t'RC1d>EIC:T2BRVT �14 ". ,in-+ tla2 .Oa2-` S,W2 3.263 31i1883.ti42 tT3a PE 70Sffi2 a1eF'1eaTd8 1 IA" GPx $38b0116 • 4 R8'm.", 5 .SQ9 .. AS REQO BY. ...........saao-- s7s 4.75 L _ W08 81 �2 j FRAMC SRI 6As£ FRAME JAMB - VENT t`s)rRA'MC 4AMB - nXC0 ;,.Z� S4LI R21S£R ° . t ....7.......�.....� YellUYWI N fitI� ,,. „ t -4ifia m It. m. fes) AL-: AROOQ r ORi;oi�AT10ii us adv TA, it�M+DOxyWS LLC. ryry.; pµA Bat 3 8331 Pd.f. �p3�'Q Ate. N 1833 S.W.8Y AVF ! a i saaaaac trig Sd !� WAMt FWMDA 83374 " yr POMPANO BEACH, i L 331369 5 i`. Tra teO83 xaa es4o FAx S�s3 � ir+ w tea iMa6 m% 2 —....«..«» ..'.. 4.(Sx{,$ ?81»443(1 fAX.�8'SO}7bi-5478. 'OP' .„x". ,. 1 f MIAMIDME MIAMI-DADE COUNTY 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.mlamldade.guvtnerat T.1%Windows,LLC. 601 N.W.12*Ave. Pompano 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 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 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 Veloci Hurricane Zone. DESCRIPTION:Series"605"Single Hung Aluminum Window(reinforced) Drawing o. 6-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(L,MI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-2406 and last revised on APR 25, 2412,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception:Glass type I(sheet 4)is not approved for Small Missile Impact Rating&shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2.All United installed with optional Fin-mount are limited to max Dp-+/-61.0 psf. 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 filets and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA.revises&renews NOA#09-0604.24 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. u4 =CTY NOA No 12-0213.05 �( Expiration Date.July 05,2017 �1 lit, Approval Date: May 03,2012 .601 Page 1 T.M.Wladows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0604.24) 2. Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(transferred from file#09-0604.24) 1. Test report on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Large Missile Impact Test,TAS 201-94 4)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an aluminum Single Hung window,prepared by Fenestration Testing Laboratory Inc.,Test Report No.FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09,both signed and sealed by Michael S. Wenzel,P.E. 2. Test report on (Transferred from file#07-0404.04) 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4)Large Missile Impact Test,TAS 201-94 5)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an alum Single Hung window,prepared by Fenestration Testing Lab Inc.,Test Report No.FTL-3975 dated 10-22-03,FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05,all signed and sealed by Edmundo Largaespada,P.E. 3. Additional test report No. CTLA416W dated 04-11-00 issued by Certified Testing lab w/ addendum.letter Jan 22,2002,signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/FBC 2010,prepared by AL-Farooq Corp. , dated JAN 18,2012,signed&sealed by Javad Ahmad,P.E. 2. Anchor Verification Calculations&comparative analysis complying w/FBC 2007,prepared by AL-Farooq Corp. ,dtd 05-15-09,-signed&sealed by Arshad Viqar,P.E. (file#09-0604.24). 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. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01,issued to Cytec Industries Inc. for"Uvekol S laminated glass interlayer",expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest,prepared by Al- Farooq Corporation,01/13/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al- Farooq Corporation,dated 05/28/9,signed and sealed by Arshad Viqar,P.E. (file#09-0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA#09-0604.24,expiring on April 21,2016. 2. Test proposal#07-3765 approved by BCCO dated Feb. 02, E7, t /_ � C �vr.-jam. 1Aaq L Chands,P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date:July 05,2017 Approval Date: May 03,2012 E-1 53 1/8" 53 1/8" WINDOW VADTH WINDOW WWH Z 48 1/4" 48 1/4' 0 O.L.OPO.W.(FOCED) ll��!! O.L.OPG.W.Tnu) 1= &1 FALSE AldUNiliS FALL 21'A60.X. ——— 21'MAIL (SURFACE , ai HEAD/50.1. � m 8 i N S a 4 % 4 o n II 0 ( " u u 1 { + 1 rS U ii � I It ii I I r 11 H it V J 151 z ---- ---- I ' S go THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE WALT. ML4OPC./(� of 4GPG/{YENn CORNERS �a SHUTTERS ARE NOT REQUIRED. VENT WIDTH 50 1/8. SERIES 605 ALUMINUM SINGLE HUNGIR'NDVENT WWW � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. EQUAL U1'ES WITH OPTIONAL FIN g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (SEE DESIGN CAPACITY CHART) EQUAL LITES oI� COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER (LIMIT DESIGN CAPACITY TO *61.0 Psf MAX.) „ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING mmm-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875' WILL.APPLY TO ENTIRE SYSTEM. D.LO. WIDTH (VENT) a WINDOW WIDTH - 5.375" - -—- D.L.O. HEIGHT - WINDOW HEIGHT/2 - 4.5" `O THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS o®u o W REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY t INSUL. LAM. GLASS c HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT 1BY OR 28Y WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLYi01LL lAafladlla .. 'o TO TRANSFER LOADS TO THE STRUCTURE. •' : ANCHORS SHALL BE AS LUSTED.SPACED AS SHOWN ON DETALS.ANCHORS NOD 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. UAdie CAN.3978 - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE § •} NOT PART OF THIS APPROVAL S ffi 8 A LOAD DURATION INCREASE IS USED IN DES"OF ANCHORS INTO WOOD ONLY. drowmq no. MATERIALS INCLUDING BUT NOWITH 0,T UNITED TO STEEI./METAALSL SCREWS;THAT 1 W06-34 REOUIREMENTS OCOME INTO F THE FLORIDA SDLOG IMCODE SECTION 2003.5.4.SHALL MEET THE AI' b 2012 sheet 1 of 77 DESIGN LOAD CAPACITY-PSN DESIGN LOAD CAPAtBTY-PSF V (WITM AWMMM REINFORCING) (WITH STEEL REINFORCING) 104 rfi GLASSTYPE6 �Y WINDOW DIMS. LASS TYPE'C' D' &'8' CLASS TYPE T GUM TYPE'G LASS TYPE'R GLASS TYPE 11'CLAN TYPE'J' WINDOW DIMS. CLASS TYPE'b" Z � kI1DTtt t1E1(SHT Ex1d+)iM.(-) DR.(+)iN7.(-) -.(+)1Nf.{-) EXT.+ i - EXt.(+)iNT.(-) Da.(+)INT.(-) DtT.(+)tNT.(-) 31 WDTH HEMia E%T.(+)INI.(-) 8 0 2 a t8-1/8' 70.0 70.o Bt.0 81.0 sob som 80.0 EAR SOA 80.0 s.0 aa0 80.0 Sol 19-t/8' 80.0 115.0 26-1/2' �, T0.0 700 81.0 61.0 sob 80.0 60.0 8010 80.0 80b 8010 80.0 80.0 Sob 28-1/2' 28, 80.0 115.0 37' {4) 70.0 70.0 6110 6110 80.0 80.0 80.0 80.0 8R.0 804 80.0 80.0 80.0 604 37" (4) Gob 115. 53-1/8• 7010 70.0 614 81.0 80.0 80.0 Gob 80.0 80.0 80.0 SGA Gob 80.0 801.0 33-1/8• 8010 115.0 ,t 19-1/8• 70.0 70.0 61.0 61.0 80.0 80.0 800 80.0 8010 80.0 80.0 80.0 80.0 BOA 19-t/8` 8010 115.0 26-1/2-J8-3/8, 70.0 Tao 61.0 61.0 no 80.0 no no no no 80.0 80.0 no 80.0 25-1/z•�_3j8. no 115.0 � p 37• (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 804 solo 800 80.0 no 80.0 80.0 37" (4) ea.0 115.0 7 GGG777 s3-1/8- Too 70.0 61.0 61.0 80.0 80.0 80.0 80.0 8010 8010 Bob 80.0 Sob 80.0 53-1/8` 8010 115.0 d Q 70.0 70.0 61.0 61.0 80.0 80.0 80X0 no mo Gob 80.0 no aa0 8010 19-1/8' no imp 26-1/2' Tao 704 61.0 61.0 80.0 80.0 80.0 80.0 904 80.0 60.0 80.0 804 80.0 211-1/2- MO 115.0 so-s/a. 37" (5) TOA 7010 81.0 61.0 80.0 90.0 80.0 8010 SDA 804 raoo 9010 8010 50X0 37, 50(55)/8' 9010 115.0 LL g 53-+/8` TOA Tao 01.0 81.0 80.0 80.0 90.0 80.0 Sao 80.0 80.0 solo Bob 53-1/9• mo 115.019-t/6• 70b 70b 81.0 81,0 80.0 80.0 �A 8010 80.0 80.0 80.0 80.0 �.0 t9-1j8' 80.0115.028-t/T` -S�, 70.0 7010 BtA 81.0 80.0 80.0 �.0 8010 �.0 �A �A 80.0 8DA 28-1/Y�5/8, �.0115.0 n' TaA w.0 61X0 51X0 sa.o Bo.o Bo.o solo eao eob >mo 000 80X0 sr (6) solo 115.0 704 70.0 61.0 51.0 80.0 8010 80.0 BOb 800 8010 8010 no 8" 53-t/6" 8010 11&0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 b.0 60.0 80.0 80.0 80.0 BOA 19-1/8• 80.0 11&0 1 26-1/2" or 70.0 70.0 61.0 61.0 80.0 Gob Sob no 80.0 8010 80.0 no solo 80.0 26-1/2" 8010 115.0 37• (6) 70.0 70.0 61.0 61.0 80.0 80.0 80A 80.0 804 80.0 0010 1 Bao MO 80.0 3T' (a) 60.0 115.0 01 53-1/e' 7010 7010 Six Bib ac.0 800 Gob BOA 8010 Gob 8010 8.o soo 80.0 53-1/8" 80.0 1154 U 19-1/8' 70.0 7010 61.0 61.0 SOA GOA Sob Sob 80A BOA 800 80.0 80.0 80.0 19-1/8• 80.0 115.0 26-1/z` T2, 70.0 7010 6110 et.0 80.0 MO no 80.0 BOA aO.0 80.0 no 80.0 SO.0 M" JJ �0 n• (7j 37' 705 Tao 8710 61.0 50X0 no 00.0 �A Baa 80 0 80.0 0 80.0 Mo20-1/z` (7) 80.0 115.0 60.0 11510 JG= - 61.0 6110 - - 60.0 SOA 80.0 800 78.2 7&2 80.0 8010 19-1/8' 80.0 115.0 1 = 19-1/8' 70.0 70.0 81.0 6110 8010 Gob no Sob 80.0 no 80.0 saw, 805 Sob 26-t/2•,76-3/4' �0 11&0 N �t 26-i/2` 75_3/4, 70.0 70.0 01.0 81.0 �A 80.0 S.0 80.0 80.0 Sob 80.0 804 Sob 80.0 37" �) solo 115.0 Z P� f° 37• �.0 70.0 61.0 81.0 8010 80.0 80.0 80.0 80.0 Sob 80.0 Sob 90.0 sob 24• 80.0 11&0 53-1/8` - - 6110 81.0 - - 77.6 77.8 8010 80.0 74.5 74.5 8010 80.0 30" 80.0 11&0 24• 70.0 70.0 814 61.0 80.0 60.0 80.0 800 80.0 Sob 00A 60.0 80X0 �.0 36' 48" 8010 1134 JO' 70.0 70.0 61.0 51.0 80.0 80.0 60.0 80.0 80.0 80.0 804 80.0 80.0 80.0 42` (5) E.0 175.0 Ftp 38" 48' 70.0 70.0 61.0 61.0 80A Bob 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 46` 80.0 115.0 42` (5) 70.0 7010 81.0 61A 80.0 800 80b W.0 8010 80.0 804 80.0 80.0 80.0 S4` 80.0 115.0 48" 70.0 70.0 81.0 81.0 80.0 80.0 80.0 �A �A Gob 8010 80.0 80b Sob 24' 80.0 115.0 555222 54' 7010 70.0 81.0 81.0 8010 80.0 80.0 80.0 80.0 BOA 80.0 BOA 80.0 80.0 �' 80.0 11510 [ 24' 7010 70.0 61.0 61.0 80.0 800 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 38' 800 115.0 S 30" 70.0 70.0 61.0 61.0 Bob 80.0 80.0 80.0 800 80.0 80.0 SOD 80.0 no ftow .p6YJBi� 42' Bob 115.0 36" �„ 70.0 704 61.0 61.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 sob 80.0 RB wfttft1m l9Bs 48' (6) 80.0 115.0 42` (6) 70.0 Tao 61.0 Bt.0 80.0 80X0 80.0 800 80.0 1�.0 80.0 ea0 80.0 �10 �1��f 54• 80.0 115.0 a� 9� 48` 70.0 70.0 01.0 8Ib 804 60.0 800 no 80.0 Sob 80b no 80.0 805l I �Y7' 24' 8010 115.0 S4• 70.0 70.0 Sib 61.0 800 80.0 80.0 80.0 80.0 GOA 80.0 Sob 80.0 80.0JJ 30' 72` 80.0 11&0 24' 7010 70.0 61.0 61.0 80.0 80.0 80.0_ 8010 Gob 8010 aa0 BOA BOA 80.0 L, 36' (7) 80.0 11510 30' 70.0 TOA 6110 81.0 8010 80.0 80.0 804 80.0 80.0 9010 80.0 1 80.0 80.0 42" 80.0 36" a M, 70.0 76.0 01.0 61.0 1 80.0 '_80.0 80.0 80.0 80.0 a" 00.0 80.0 no 80.0 24' 84" 8010 115.0 4Y (7) 7010 70.0 61.0 610 80.0 8010 80.0 80.0 8010 80.0 80.0 6010 80.0 80.0 30' g BOA 11&0 48` - 61.0 81.0 - - 800 8010 8010 80.0 no 80.0 80.0 80.0 ()1b.W PAREM14M BTOICATE N0.OF ANCHOR$PER 440 54` - - 61.0 6110 - - 79.179.1 79.1 79.1 769 76.8 78A 78.4 I •� Engc:JAw1D a 24` 7010 Too 61.0 61.0 Gob no no no ao.0 solo no no sob eo10 Fta PESg Tt��ez � - ip� 70.0 61.0 61.0 8010 80.0 80.0 80.0 80.0 8010 no 80.0- BOA 80_10 OA;N..3330 81.0 81.0 - - �.0 .0 8010 80.0 BD.0 80.0 80.0- 610 81.0 - - 600 80.0 80.0 80.0 80.0 Gob 80.0 00.0 NOTE'GLASS CAPACITIES ON THIS SHEET ARE- 61.0 61.0 - - 80.0 aao 80.0 90.0 77.5 77.5 80X0 no BASED ON ASTM ET300-04 (3 SEC. GUSTS} drawing no. {)N0.IN PARENTHESIS IP&XCATE 1�.of ANCHORS PER.1MtE AND FLORIDA BUILDING COMMISSION W 6-34 DECLARATORY STATEMENT DCAO5-DEC-219 Q 2 5 2012 sheet 2 of 7 i 4.V 1/9•ANN.sass 3/16"ANN. cuss 3/16•ANN.Duns 3/16'HEAT STREWD GLASS a 120"INTERLAYER 120"INTERLAYER 090"INTERLAYER 12D"INTERLAYER irvExa.-u0 RESIN irvEtca.-uo Rr�N saFtEx Pic Pve 6Y SOturw i1vErc0L-tro Rt�w �o 1/8"ANN.CLASS 3/18"ANN.GLASS f-3/18'ANN.GLASS 3/18"NEAT STREN'D GLASS r S6�ONE SMJCONE ' SA.ICONE �" SILICONE DOW CORNING 995 $ OOYT CORNING 995 DOW CORNING 995 DOW CORNING 996 10 GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'F' rn 1/e"ANN. CLAW 1/6"TEMP.CLASS a 1/s"ANN.GLASS 1/W NEAT STREN'o CUSS 1/a•AIR SPADE 1/4AIR SPACE p 090'INTERLAYER 090'INTERLAYER 1/9'ANN.GLASS 1/8°MEAT STREN•0 GLASS G3 SAFIE%WO PilB 6Y SIX.UTfA SAFLEX MG PVe 8Y SOLUTiA .OLIO'INTERLAYER A90'INTERLAYER Z O,v sAFLEx IILG PMB BY �t utw' SAFLEx t eY%MUTIA' g 1/e-ANN.GLASS 1/a•NEAT STREN•o GLASS i 1/e•ANN "ASS 1/a"NEar STREN'o GLASSSRJOONE t=� GE 7W DE X770D j c ICCNE RO OO GE RSILICONE angy Mrd $ 71T GLASS TYPE 'G' GLASS PE GLASS TYPE 'I' a n T n 1. GLASS TYPE 'd' n o " THIS CLASS TYPE ONLY FOR g m v e W LARGE MISSILE IMPACT USE. NOT OUAUnEO FOR SMALL ' MISSILE IMPACT AREAS. EWa� ro ° GLAZING OPTIONS CAM.FtA PC �a 92 k 8 drawing no. W06-344PR 5 20 . sheet 3 or� TYPICAL ANCHORS II,LUSTRATNE DTLS.ONLY SEE ELVV.FOR SPACING NEXT.OR BY TH• FINISIffi5 TYPICAL ANCHORS 4.0 SEE ELEV.F�SPACING CONICRETE :. toy 'tea' MIAMI-DADS COUNTY APPROVED . •WQOD.� �RE MULLION&MULLION ANCHORS 4° Dip SEE SEPARATE NOA z MOE DIST. O �! ° 1 05T. � $ I DBT Al 1 O I Al 1 ' yyy a' 9 LL O ' :j TYPICAL ANCHORS TYPIM ANCHOR NF p i, \� �• �• TYPICAL ANCHORS ELEV.FOR SPACING SEE Et FSI SPACING Qa 1 ! 1 FOR SP� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS `�°T ago MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 116 Z s o c TYPICAL ANCHORS: SEE ELEV.FOR sPAcm i I : 1/4'DIA TAPCON BY mw (Fu-120 KSL FY-92 a* 114" DI0. Un TRAM BY 'Fr CO' (Fust»KSL Fy m KSI) ! 13 OPTIONAL TO ! 1S OPTIONAL TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES RERNFOR( i ' SPRINGLATCH REINFORCING 12 SPRING LATCH 1-1/2"MIN. PENETRATION INTO WOOD 1 OPTIONS OPTIONS THRU 1 B BUCKS UNTO CONC. OR MASONRY 01 SEE STET 2E SHEET 2 1-1/4"MIN. EMBED INTO CONC. OR MASONRY S S DIRECTLY INTO CONC.OR MASONRY B 41 1-1/4"MIN. EMBED INTO CONC. OR MASONRY Ci 4 aREINTORCINIT ` wagwi W ar4wo 014 OR SEF SCREWS ( 2 C" 0 OPTIONSSEE SHEET 2 SEE ET 2 .+ *t INTO METAL STRUCTURES a " 't STEEL : 12 GA, MIN. F = 36 KSI MIN.) oR ALUMINUM : 1/8"TFL(. MIN. (6063-T$ MIN.) yyqq Z^ 1° (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 7S i Q 0� WW012 SMS OR s Fmim SCRFWC (GRADE 2 CRS) OpR M1 i i t j c INTO W -DARE COUNTY APPROVED MULLIONS (1/8"THX_ MN.) F=NDO t i ! (NO SHIM SPACE) , I r t i• i i i 1 II OTR�f\ TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = Y MIN. INTO WOOD STRUCTURE = 1"MN. INTO METAL STRUCTURE = 1/2'MN. CONCRETE AT READ,SILOR JAMBSPc. 3000 PSI MIN.C-80 HOLLOW/FILLED (AT JAMS Fm.2000 PSI ISL clo +SH S$ 2 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W1 i 2 C l ; SILICONE OR ACRYLIC SEALANT. c o " t1 AL WEEPHOLF.S: m Wt = 1/2` LONG NOTCH AT EACH END OF INTERIOR LEG ---- -L W2 / NG NOTCH AT EACH ND OF EXTERIOR LEG 43 LONG = 78" E oAv aaaos .6�TBRNATE FRAME SILLcE g b EDGE F AN 3331 $ Gg ow, e 4 8 ` TYPICAL ANCHORS P e TYPICAL ANCHORS' SEE ELEV.FOR SPACING droaing no. CONCRETE SEE ELEV.FOR SPACING FRAME WITH FIN OPTION W06— 4* (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) pR 5 2012 sheat 4 al 7 VENT WIDTH ._.� I= PART 0 QTY. DESCRIPTION MATBRTAL MANF./8tNPPLMR/MMAREa �U 1/4•MAI, 1 OW-38783 1 FRAME HEAD 8983-TB - ® D.L.OM —_ SHIM 2 OW-37731 I FRAME SILL(4"HIGH) 6063-T6 - �Y t/4`MAX. 2A BA-3898 I FRAME SILL(3"HMO 6083-TB - z SFIAt 18 18 8 13 t7 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB $083-TB - 0SEE ELEY -' 4 GW-387Ga 1 MEETING RAIL 8083-Ts - t" i FFOR € STRUCTURE 7 to P 9 s OW-38885 1 VENT TIP RAI. - 8083-T6 - 18 6 GW-37739 I VENT BOTTOM RAI.(4"SILL) 8053-TB - _ SA OW-37559 1 VENT BOTTOM RAI.(3`SW 8083-TB - a 0 .. _� - .. .• .. 8 OW-31470 VENT JAMB SERE 8083-76 = -..... " 2 w v -_ TO 2 VENT STOP 8083 T3 TYPICAL ANCHORS ._.. ,..,... 9 19-56 4/VM GLAZING BEAD ANGLE 6083-TS _ .._._...._ FOR SPACING ___ __ __ __ __ _ > 8A 1M-123 4/VENT GLAZING 8FA9 8083-T5 - _ 98 TM-170 4/VENT OWING BEAD 8063-76 - 9C TM-181 4/VENT O AZNG BEAD(ItNStL..LAM.(LASS) 6063-78 - 3 EXTERIOR TYWD SUCKS 10 de /Y t2/VEN1i cLAZMM,ANGLE SCREWS STEEL PM SMS OA.01 (MED) 4037 (1)STRIP FIN SEAL WEATHERSTRIP MMRAIL/FRAME SILL 12 2240 (1)STRIP FIN SEAL WATHERSTRIP - VENT TOP WINDOW WIDTH 13 3722 (2)STRIP FIN SEK WEATHERSTRIP - VENT JAMB snLES 14 - 2 1 1/2".7/8'4/4"FINSEAL PAD - FRAME 561 CORNERS •.t 09 TYPICAL,ANCHORS 13 - 2/VENT LATCH LOCH AT 5'FROM ENDS CAST VINE TOP I SEE ELEV.FOR SPACING TfPc4L ANCHORS 15A TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T8 VENT BOTTOM RAIL SEE ELEK FOR 71$ - 4�T VENT CUM NYL(%N VENT WL CORNERS tpO 1/4"MAYL D 1 17 - 2/VE NT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS '4 �NSHIM Ile SHIM WVR-9302 2/VENT BAANCE COVER VINYL FRAME HEAD/JAMS V .� 1a MAX. {�J a t3 t9 N89 2/VENT CALDWELL BALANCE CUP - VEAL BOLT.CORNERS 20 - 2 012 x 3/4'P.H.SATS STEEL (1)AT EACH BALANCE C� 7 21 - a 012 x 1-PLN,sus STEEL FRAME CORNERS N ta_l 22 - a 010 x 1"P.H.SMS STEEL VENT CORNERS z TA 23 - 4 d8 x 3/4'F.N.SMS. STEEL (2)AT EACH L47CH 24 - a 1 d8 It 3/8"F.H.SMS. STEEL AT EA.PLASTIC GUIDE 25 = t Ixt 3/18x3/4xi/8•CHANNEL STEEL AT VENT TOP a 26 2 txt/4 TWU4"LONG BAR ALUM. (1)AT EA ALTO.RAL,END - - - - _ 27 t i/2xixt/2x1/8'CHANNEL STEEL AT MEETING RAIL 28 TM-161 2 FIN TRIM FOR JAMBS 6063-TB - . 29 TM-163 1 FIN TRIM FOR HEAD 6083-TB - '.. :. 30 TM-184 1 FIM TRIM FOR SILL 8083-TB -...................... fi 3 WINDOW WIDTH R 3/ TM-179 1 MTG.RAIL REINFORCING CHANNEL 8083-T5 AT MEETING RAW. MIAMI-OADE t LION 32 TM-178 t TIN+RAI.REINFORCING CHANNEL 5083-75 AT VENT TOP FRAME WrM FIN OPTION DSEE CUPPED TE� rrPICAL ANCHORS MARKT R"Wm g$� SEE ELEV.FINN SPACING pw�l *At IMN186 g$$ L � Ibtrl6WMxlw���^W a Igo oda s I am�o�W _...... EAS m 74 x RA PE. is EXTERIOR drawing no.} q 1 WOL70W WIDTH IWN OW WIDTH A 9�•2012 W06-341 O6_34 sheet 5 of 7 3.042--..------yy }"^1.425-�j .125 u .062 t.s50 .082 �7 .082 2.500 082 27 1.0� O 1-�lil!-�� �' 3.088 s.7,8 1•� F t.D92-I1.OIOD .125-� 22 o �t 8 3,166-11.030,.408 I tio AFRAME HEAD •1 -13.�7 .0 .409 QVV p'� 2.375 O MTG. RAIL REINFORCINGS MTC. RAIL REWFORCINraS Q 1.000 29 FRAME JAMB NAIL FIN (HEAD) STEEL AU MINUM 3 �# .340 1.000 1'250- ,365 y,Zai s .092 2.188 A40 1.m ,m � .082 2.190 1.187 .......�. 1.188 �. '6b2 Ul .125 1.373 TOP RAIL REWFORCING TOP RAIL REINFORCING al a FIXED MEETIVti RAI. Q VENT STOP ® NAIL FIN (JAMB) STEEL ALUMINUM R 41.37598.052 /.3Z41. 2.= 1.37 , 9 . 0-mm.082 z 25W 3.277 1.214 1•J84 g-z idGLAZING BEADS.688 � t= Q VENT TOP RAIL U7 SASH SIDE RAIL ® NAIL FIN (SILL) ® LATCH LOCK sussummWom .987 2.202- 3.245 L gggg gg �gC 2.202 _ s las R /• ..99797 i D62 =m $v. I .. 3.812 .082 o$o 4.312 I 2.347 ; 2930 3.927 3.330 m u e 3.439 III 3.369 I .062 2.859 ( $ •o B ����p 7Qgg' � 3 -....� CAIN '3538''2 P 3 � t_ l.s.........._._......3.141 L-3.141 'r-1.575 w••-1.375-•-� dmwinq °o. FRAME SILLS APR•25,201 WC}6-34 VENT BOTTOM RAILS NOTE:EITHER SILL CAN BE USED sheet 6 Of 7 i MIAMIMIAMI--DADE COUNTY 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) mi + T.M.Windows,L.L.C. 601 N.W. 12m Ave. Pompano 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. 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 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 Veloc' Hurricane Zone. DESCRIPTION:Series 11230"Outswing Aluminum Door w/wo sidelites APPROVAL DOCUMENT:Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door w/sidelites. sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Exterior(positive)design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2"and the max sidelite width not to exceed 37-5/8".See lock options detail in sheet 7 of the Dwgs. 3. Min 3"OC spacing cluster anchors applies both at head&sill at meeting stiles&sidelite mullion end. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA#06-0327.02 and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. M } Qe utvry NOA No 12-0308.33 ..., 'Expiration Date:December 26,2017 Approval Date: June 21,2012 Page 1 J T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file##06-0327.02) 2. Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door.w/sidelites",sheets 1 through 7,of 7, prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##06-0327.02) 1. Test report on 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC,TAS 202-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No:FTL-5458,dated 02/15/08,signed and sealed by Carlos S.Rionda,P.E. along with marked-up drawings and installation diagram of aluminum.outswing door,prepared by Fenestration Testing Laboratory,Inc.,3355,dated 01/29/02 and FTL-3355,dated 01/29/02, signed and sealed by Luis Figueredo,P.E.and Aldo P. Gonzales,P.E. ,respectively,(submitted under file#02-1016.09) 2 Additional referenced test report per TAS 202-94,Test Report No.FTL-2648,dtd 06/06/00 issued by Fenestration Test Lab,signed&sealed by Aldo P. Gonzales,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by Al Farooq Corporation,dated 02/15/12,signed and sealed by Javad Ahmad,P.E. 2. Structural performance,comparative analysis and anchor verification calculations dated Apr 24,2008,prepared by Al-Farooq Corporation,signed and sealed by late Dr.Humayoun Farooq,P.E.(Submitted under file##06-0327.02) 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. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 61/24/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 03-08-2008,signed and sealed by late Dr. Humayoun Farooq,P.E. (submitted under file#06-0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises &renews NOA##06-0327.02,expiring on 12/26/17. 2. Test proposal#07-3698 dated Nov 08,2007,issued by BCCO. 15� I . —,shag 1.Chanda,P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date:December 26,2017 Approvai Date: June 21,2012 E-1 } ANCHORS AT MTD.STILE ENDS ANCHORS AT MULLION ENDS 4� {5)REDO.FOR MY�O TALlATK1NS (8)TEDD•FOR W00 MST41ATWS ANCHORS AT MTG.STILE ENDS Im # (2)REOD. FOR CONC./METAL MALLATIO NS 71 5/8• TIONS (4)REQD.FOR CONC./METAL INSTALLATRIPS {2)REODREOD.FOR COW./MWOOD�ETAUiSTA.LATIONS Lae 31a" ev FRAb�WIDTH —^�( J�+--- FRAME MIRTH O 'SURFACE APPLIED IB"Il T l 13*MAX 5"MAXFALSE MUNTINS . SURF-ACEYB� 't ti- t` ` L3 LL 5"MA7C WAY BE USEDA HEAP HEAD/IL FALSE MIRNTHdS 1 _1 A /1 1 HEAD/SILL i d' C N D \\ • I� I _LOCK �� N/ ��• •�• a _ ^ - -u-^___ I OPTION ------�U------ � -- -tt----- 1 n n-! ------n------ =----a----- � � m 4] Q \ II j 1 �'p it \ if Ilk it It AI ACY i INE IN AC ji �L INI 7 E R II\ / li oAiI\ / N LLL gg T3 Z za 5/a^ za 5/8• � ss s/e• a5 L/a• as L/z• ss 3/W8* It g _ a, sa TOM O.L.OPO. D.L.oPG. OPO. DA.Opo. D.L.on. PANEL WIDTH $4 1/y 'N 1 1/4• PANEL WIDTH 34 I/r PANEI. WIDTH PANEL WIDTH 1 1/4- 37 5/8" 71 5/8• 37 5/8• 9 sit aff_ E'DI DOOR FRAME WIDTH SIDELITE WIDTH ( XX ) ( OXXO ) rlIII09 YMLYum TYPICAL moewsb4tirmlittirm I AWh,ph�sTA .- THESE DOORS ARE RATED FOR LARGE Bc SMAu MISSILE pdPACT. SHUTTERS ARE NOT REWIRED. SERIES-230 T..— THIS PRODUCT HAS BEEN DEFIED AND TESTED TO COMPLY MPRH THE ALUMINUM OUT-SWING DOOR -11 SIDELITES REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS lit HURRICANE ZONE (NNHZ). LARGE MISSILE IMPACT APPROVAL APPLIES TO SINGLE (X) AND DWII-E (XX) LEAF DOORS IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY I Y WITH OR WITHOUT SIDELITES. TO TRANSFER LOADS TO THE STRUCTURE. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. C SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS Fut PE.gg 7 � EMBEDMENT TO BASE MATERIAL SHALL BEYOND WAIL DRESSING OR STUCCO. SAbL13335 .L $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOORS APPROVED FOR INSEE SHEET WHERE WATER NSI•TRATION NOT PART OF THIS APPROVAL .1 , RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERIALS INCLUDING BUT NOT Ll ED TO STEEL/META•SCREWS. THAT ` q W02-77 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAI.S SHALL MEET THE • REQUIREMENTS OF THE FLORIDA 8LDD. CODE SECTIop 2003.8.4. sheet i of 7 ` 3/16"HEAT STREtM CLASS .090 tNTER1AYM SAFLEX MG 8Y'SOLUAA 3/18"HEAT STREN'0 MASS Z 3/te"HEAT STREWD GLASS ��M�YERSILICONE O 3 SAt1EX 00 8Y'SOLVTW' F CO TREMOLAZE 500 3/16`HEAT SUM"CLASS �p a GE ROS7700 SMICONE {i TREMCO TREMMAZE 500 GE RGS7700 a 37 7/16` p--76�t/s"MAX. 115 3/18"MAX. —y ---•-- 115"MAX. GL •••-•-•••� 0.480'OVERALL IAM. ASS 0.460"OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETA(DOOR wn (Salm It. 53 s (x) (xo (oxo) (xox) oZy� 71 5/8"MAX. Ito 1/2"MAX, t49 3/8"MAX. 37 5/8` Z'L a{ (xx) (xxo) (oxxo) (o) APPROVED CONFIGURATIONS e 8 S NOTE: a m u MAXIMUM OESiGN LOAD RATING m+ 80.0 PSF EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. (FOR SIZES slrowN ABOVE OR SMALLER) - 90.0 PSF L FOR INSTALLATIONS WHERE WATER INFILTRATION !�•PE/ •.`• S n RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS NOTE: 1-5/8"THRESHOLD m +53.3 PSF 2-5/8" THRESHOLD m +80.0 PSF GLASS CAPACITIES ON THIS SHEET ARE drowin no. BASED ON ASTM E1300-04 (3 SEC. GUSTS} 9 3-1/2" THRESHOLD m +�80 PSF AND FLORIDA BUILDING COMMISSION W02-77 L,} DECLARATORY STATEMENT DCA05-DEC-219 IR-14 012 TYPICAL ANCHORSSEE FOR mai TIONS EDGE.DIST: WOOD BIX it KETAL t h4AMI-DADS CIXRJtt APPROVED i EDGE URE q n SEE SEPARATE NOA Z !� Eor� P DIST. � 11t � s 07 TYPICAL ANCHORS TYPICAL ANCH RLS TYPICAL ANCHORS OR SPACING FOR SPACING SEE ELEVATIONS SEE FM SPACING a <O 1/2-tdl 1 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1 PENETRATION I 1/4" DOL ULTRACON BY 'ELCO' (Fw177 KSI.Fy-155 NSI) W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS Q� 8 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES OPrioNaL AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4- MIN. PENETRATION INTO WOOD �� THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �^ 1/4" DUI. SELF DRILLING SCREWS (GRADE 5 C M Ix INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") 0�1 INTO METAL STRUCTURES <_ JKi STEEL : 1/8. THC. MIN. (Fy ® 36 KSI MIN.) $ ALUMINUM : 1/8"THK. MIN. (8063-T5 MIN.) J (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Vo W r;;o^ KCAL EDGE Z�w INTO CONCRETE AND MASONRY - 2-1/2" MIN INTO WOOD STRUCTURE - 1" MIN. `$ INTO METAL STRUCTURE m 3/4" MIN. I CONCRETE AT HEAD, SILL OR JAMBS Yc - 3Q�PSI MIN. : I (1-0)3 ROWS mSOlRC4 awum Ego ' 7 REMF LOADS REOD. OR wow." +53.3 � 8 ABOVE+83.3 PSF ABOVE+80.0 PSF 1/2'Ma SMS DI. 88 SNS AT 12"O.C. PENETRATION A' FLUSH BOLT AT 12"O.C. i '30 07 B 1, © DOOR DETAILS `c 2 » r ALT. p ALT. L � \ I I En9r dA MAD " 3/8-X 3 8- o°: I e > L F[ PE.Jr.! CA.N.383� § 2-1/4'FROM a 14U.ENDS a FROM _:_e.:-.a $ S a SILL ENDS CHO ° • ° a. -:•°.,•.TYP1CAl.ANL41pR5 A i ° EDGE DST' a FOR SPACING Ir .° o. SEE ELEVATIONS drawing no. FOR SPACING d FOR SPACING �02_�•7 1/4*MMa1L 1/4•um. METAL �V SHIM srRucTlatE T1T+ICAL AHCHM Z Qt FGR�>ar� 111CAL A1111• ACTIYB LEAF SEE aJ% FOR SPACMO £XXyii W EXTERIOR �+ LEAF WIDTH _) W WDOD Tic FRAME wm Q �: AT FLUSH SOLT FLUSH SOLT RLEAF AT ACTIVE LEAF 1/4"MAX.IJA I c .. SHIM 8 M ai- 1/4•MAX. a CO 3 Ooft 2ey W000 211 OR na TYPICAL AHCHOR.4 � NOT RE0D. SEE FOR SPACING a-;.: 1 IN-ACTIVE LEAF 31 Po OR OR� ACTIVE LEAF Q IZ P.�� _ I OPT10� WIDTH 4 is I EXTERIOR 4 i •_ _......... c FOR SPACING ,�.�., o LOCK OPTION �I__._.. _ osFlrh DaDR FRAME VADTH i 4 0 IN-ACTIVE LEAF ACTIVE LEAF na ae"�ti 705ir;1 31 SEE NME ABOVE 3W2—77 JOCK OPTION 012 � APRg'2Oi2 4 or TYPICAL ANCHORS 4,U SEE ELEVATIONS FOR SPACING I Em DIST ppmm.. N I J Ra$s O 1 \lox! (f eh�e4y �M Q 1/4-MAX. g a g 16 _ I m�$y OPTIONAL 333 IEAf WIDTH 1 1,4- [+ HBdTZ ASSEMBLY k SIDEUTE WIDTH ODOR FRAME WIDTH �`D 6-ffi0 OVERALL FRAME WIDTH TYPCAL ANCHORS rQ SEE ELEV. FOR SPACING 6 `C Y O \ @3 o' .t ° am GIST. TYPICALANfb10R� drawing no. SEE ELEVATIONS , FOR SPACING __ W02-77 SIDET ITE DETAILS APR �; '1012 sheet 5 or 7 3.� 11900 If PART B QUAMM DFSCRIMON MATSRLIL MANB./SUPPUIIR/RENAW • 2 2.I28 1 7M-3gq f FRAM tff.AO 5083-T8 I+ 2 OW 28615 1 FRAME SIU. 8083-T8 - C4 2A GW 37319 1 ALT.FRAME SIL 6063-TS - Z L773 125 G0.2 W 37888 • 0SI72 28 TN184 1 ALT.FRAME SIL �._.._. 8083-TB - Q 3� CENTER HINCE 3 CAM 38572 2 SIDELnE FRAME _ 8083-TB ggg 3A TU175 2 DQE JAMB 8083-TB - 1.648 4. OW 38048 1 PANEL LACK STILE 8083-TS 2.125 -fA23 4A TMI72 I ALT.PANEL LACK STILE 6083-TB FRAME HEAD S ON 38938 1 PANEL Hitt STILE 8083-T5 TM-038 0248 • 6 TM-081 2 PANEL TOP/BOTTOM RAIL BO63-TS - 2327 0.$78 7 GW 31826 4 WEATHERSTRIP ADAPTER 8083-T5 END OF DOOR STMES(TOP/BOTTOM) CCC ibli GW S78✓IO-A 2425 OUTER HINGE 8 GW 3711M 21HLNOE ASSY. TM OUTER BUTT HONOE 8083-T8 DOOR PANa/FWWE"M SIDEF -- d xt IAI2 9 GW 3 i/HINGE ASSY. TM CENTER BUTT HINGE 6083-T8 DOOR PANEL/FRAME HINGE SIDE FIA12 F MN t0 OW 32222 2 DOOR LOCK INSERT GO 3-T5 LOCK STILE 11 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8•THK.CAP ALUMINUM 3•LONG a I) 3ABILL .062 1.843 3.000 78 4037 AS REo'D. `ULT10WA8•cENTERFIv WooLFmE LOCK STO.ES,JAM83.HEAD.SILLJ 3p I �E43 �} 18 = 1/HIVE 7/32'0 HINGE PW_ STEEL AT EACH H0dfE ASSEMBLY _ Q W 110 3.681 21 2/LEAF 1/2b THREADED ROD.WASHER&NOT SYEEL TOP/80770M END RAILS LSDD 22 SEMS 400 1 KWOLSET KNOBLOCK = ACTIVE LEAF L• � /10 X Sf8' HI�#rE CAP 23 SERIES 8O I KWKSET DEADBOLT ACTIVE LEAF F 24 - 2/KNGE ASSY. Hpt�E<Lu5>IHG PLASTIC HINGE ASSEMBLYI O3 51DELITE FRAME DOOR IOM® Jt.SMS Ito x s/8• 25 38 DUST PLUG(OTIOIAL) RAM DOOR JAS INSTALL.SOREW HOLES OW 38572 TM175 34 SMS 28 - AS RE00. 810 x I'P.H.SNS.(ASSY.SCREW) STEEL DOOR FRAME MEMBS/MULL QPS Orb" IJS74 a 27 - 2/WNQE ASSY. HINGE CAP PLASTIC HIN E A5 1.Y 750 1 e 2JM0 29 , SIJ.ADAPTER(1•x 1•x 1/18•TUi ALUM Fe "')' 30 , SILL ADAPTER(1/2•X I•X 1/18•T1/� ALUM - U yj .378 .BES T- 31 TN-07S 1 LOCK STILE CEMENT 8083-T5 FULL LENOTN 0 DOOR LOCK SCIIEII 3.901 u 7'� 34 YU-054A 2 -TALION aoss-TS BF.i1TEEHt DOOR/m UTE JAMBS SUTHER-STRIP ADAPTER am 0 35 GW 3/988 4 GLASS STOP 8083-75 SIS UTE OIA2040 PEIOeETfR SVCS GW-31826 .062 fj ee 2.440 37 OW 36737 O'TIORAI. O.G.DECORATIVE MOULOI4G 6003-TS �P�P ` rrZsi .O �o 37A TM-159A - OPTIO AL OA.DECORATIVE MGULCFM 6063-76 DOOR PANEL.PERIMETER � .�,�Zd II e pp .785 .675 .415 4.-1.750 2426 t0 a. DOOR TOP& f30TTOM RAIL 2� TM 081 HINGE ASSEMBLY -4.753 4.753--1 .753 3.375 h DECORATIVE MOULOING 3AB ,fig .06E �4 i7 rr .629 737 A2 .167 c i 500 "MOIL1 F me1.750 .770 1 ,�,- I 1 2.040 .75D1750 2'� L7% 3M .125 3 { I----� L800 11 1 �II L+-.332 ---3.186-----«! A62 4162 h------44100- F^-----A.O�� " ®T DECORATIVE MOULDING »� 0O40HINGE STILE O O DOOR LEAF STILE ALT. Det LEAF STILE MULLION 8 S S TM-15% GW-36935 _..SIL ADAPTERS Q GW 3W48 .-.._. ® III TM-054A g<m las7 1asT ,sao-� r.- also----(� +�ciJ➢wtrrG7�vwsu g :. L2t3 .640 -T .OB F^ LASS � V . �wi@Me lkxfbn i x 3 .ICIW. ` Miirq�OelN t- T{7 i 40 A40 ��---- �FIA PE 70.492 /11eM � g T o_._. 1125- _1 L j 5 L �1622s0° 2sss 1,554 4 c a:P a5 !»-.429 � .462 S2S 1 b!S _._� L ~ I �t i.-LeaO-� /muting no. �a40°�"' � �? ��---3J�-•.� .I29 Vd02-77 GLASS STOP STD. FRAME SILL /� ALT. FRAME SILL @ ALT. FRAME SILL LOCK STILE REINFORCEMENT Ali 7 GIY-31556 GW-28615 l:J OW-37319 l! TM-184 31 TM-075 sheet 6 of�, 21 � a fx a FRAME TOP CORNER SIDELITE CORNER 0 ga SEALANTS: s= FRAME CORNERS AND GLA2IN0 BEAD TO PANEL SEALED � WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONEHINGES . a .o Iia 7-S/B'LONC ALUM BUTT HMO,AT i I*FROM EACH END Q09R LEAF CORNER �� MIO ONE AT bIDSPAN OF LEAF. �i LOCKS: OPTION Al STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STRE, 41-1/2'OR W FROM BOTTOM 6 CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON7i1� gg EXTERIOR AND THUMB TURN ON INTERIOR _±g1lrCaKulrteM1o11/s 8 AT EACH ACTIVE LEAF LOCI( STILE, 38-OR 39-1/2'FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS / e Oc� AT TOP& BOTTOM OF EACH LEAF LOCI( STILE (4)AT DOUBLE(XX) DOORS, (2)AT SINGLE()() DOORS OPTION #2 MULTI-PONT LOCK SYSTEM WITH LEPER HANDLE LOCATED o ' AT 34-1/2'FROM BOTTOM OF ACTIVE LEAF LOCK SIRE a m u FASTENED WITH (2) @12-2B X 2-1/4' ON MS METALLIC STRKE PLATE AT 34-1/2'FROM BOTTOM •., OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) /10 X 1/2'FH SMSCNIL MANUALLY OPERATED CONCEALED FLUSH BOLTS Ak'CA.N�� AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE •' OPERATORS AT 10-1/2'& 76-1/2"FROM BOTTOM 1 g FASTENED WITH (2) 88-32 X 1/2'FH MS qAPRl'tiZNi­* , (FLUSH BOTS AT TOP&BOTTOM OF ACM AND WACTNE LEAFS FRAME BOTTOM CORNER drawing n0. TO BE E1tWED DUF=PERODS OF HUf�AM wARNWG) W02-77 SheM1l 7 oT 7 MMA DALE MIAMI-DARECOUNTY t 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 fNOA} .rWw.miamidade.gov/gera SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. 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 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. ftscmpnoNl Ulivurd,Extruded Aluminum Tube Mullion—MID APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#10-1004.01 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. NOA No.12-0221.09 MIAWDADE Expiration Date: November 21,2017 r0q,le Approval Date: April 26,2012 Pa e 1 SIW Imuaet Windgws.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ' along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4107,dated 03/26/07,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA#07-1016.A6) 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 SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single tr hung windows,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-07-4108,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07=101806) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-074115,dated 04/09/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted tinder previous NOA#07-1016.116) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#10-10114.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel P.E. Product ContrI E iner NOA No. 221.09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated December 05,2011,prepared by AI-Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No.10-1004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion L.M.I.,approved on 11/11/10 and expiring on 11/21/12. Manuel Per Product Control qx2m,Y r NOA No.12- A9 Expiration Date: November 21,2019 Approval Date: April 26,2012 E-2 .r n ------�a- - ------ ------i Z I•••- 1---- —- - -it-----� 0 J6- TYPICAL tL=====moi •-=_�rrt')r--" --� I I 1111 I I 1 I 1 11 1 II II _-----•j j I00 111 1 _ oul~tAAZ1NG PRODUCT Q: Jl_ G a' 4.0 .-:::�}.. _ --T f JIB__LrYPaL 1.000 Jtt1?1__J IRRJI Y1 6.000 FRA►1£ 3AW Ll 4J00 N 1--2.000--Jp IVO cn. J In MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL w SEE WSW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Im Z igs g L 8 In sr i MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. c RECTANGULAR ALUMINUM TUBE MU LIONS -USING MU ION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SLRLMO WOE 2010 EDITION NCLUDING � HIGH VELOCITY HURWANE ZONE(MM). INSTRUCTIONS: ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE .. USE CHARTS AND GRAPHS AS FOLLOWS. a m APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER .-- INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. S"TFP 1 REQUIIffo PER ASCE 7 LOAD OETEItbPtE O6SUiN WOOD SLIGO BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPEAD 1. LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMBEDMENT STEP 2 USETBdG ABOVE �QUOIEMER WMff-DADE COUNTY APPROVED.GLAZING PRODUCTS EeµF:NA'AD A40AADPA00[JC2'RBTAtIBQ � t g3 TO BASE MATERIAL SAIL BE BEYOND WALL COVERING(STUCCO,TAE ETC.). STEP 3 USE COMECTtON W MULUON As PER PRODUCT i Va.PE 701542ANCHORING p�BroFIO�e b � 3 ARE NOT PART OF THIS CONDITIONS THOSE SHOWN IN THESE MAILSus=CHARTS ON SHEET 3 soxcT MUWON sai WITH -38M8 Wc.%r STEP 4 DES�d RATING MORE THAN DESIGN LOAD SPE"A LOAD WRATION NOWASE IS USED N DESIGN OF lM CHDRS INTO tl�ONLY. IN STEP T ABOVE. �.MATERIALS BUT tGT LWIIED W S22f ,THAT COME NM USING ANCHOR TYPES ON SHEET S THRU 7 AND'ANCHOR CHARTS COWOF p 1>FLORIDA SM� ro IALS MEET TIB:REt MEMS SM 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING C R/I07-04 20034.4. MORE THAN THE DESIGN LOADS SPECIFIED N 571 C ABOVE. • , sheet 1 of 7 ,.� 1.000 .26G .696 A79 O ,.000 r ,29 TYP. . .129 .tag .129 2.600 2.1 4AMO 4.900 ,. G 3.000 129 39 h« t� Mai OPTIONALLLUI O'a ATSj 3 GLUON CUP_ (8083-T6) 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT.TO ANMM) �` Q g STD. MULT ZION STD. MULUON CUSTOM MULLION CUSMM hAUL ION CUP LENGTHS MW BE CUT TO Fir SNUG 8083-T6 6003-Ts 8083-?8 6003-T6 INTO 18Y TUBE MULLIONS. m N �2.000� 2.000to v z � o �o ,.fi,w 3 z.o� —2.000 w S 125 G IV. .a6nP. .129 z 3w .123 . ,.G3o z CL g TYP. TYP. I I N a[grr 4.000 4.000 k-- s.T --d (Wt)Ll O NOTCH OPTWNN. I I I Ll I __ a kip MUWON CUP (8083-TB) 2 2 X 4 2 X 4 2 X 8 2 X 6 (ALL TO ANGLES) STDSTD. A4UL1 IONION HEAW MULLION STD. MULlON HEAW MULLION CUP LENOTHS mm BE CUT TO PIT SNUG $$ 8083-78 8063-T8 8063-TB 6083-T8 INTO 2BY TUBE muUJON& NOTCH OPTIONAL l!Mi;P-0-4- ANGLE 126 01gr.Aw 2.000 ` MWRBVXW t t ..CLIP 008.7-To sheat 2 of 7 DEMON LOAD CAPACM-POP(TOB&MO111ow) DEMON WAD CAPACITY-PSF(Tum MULLMN8) DESIGN LOAD CAPACM-P9r(TURN MBUONS) �� int 1-1/4 L-1/4 1_3 4 � Gtd1 WINDOW D018. 1 X 3 1 X 4 t X 4 4-1/8 2%4 2 X 4 2%6 2%6 W114D0W Dom• 1 %3 1 %4 1 X 4 4-1/8 8%4 2 X 4 2%8 2 X 6 -OW DIMS. i X S 1 X 4 1 X 4 4-1/2 2%4 2X4 211 6 8%8 WDtH N MAI.SPAN LRD. STD. CUSTOM CUSTOM SPD. HEAVY sm. HEAVY 7UDiH(W) SPAN ETD. SW- CUSTOM 1.UMOB STD. HEAVY STD. 1. &Vy WIDTH M MtAL SPAN STD. ETD. CUSTOM CUSTOM STU. HEAVY STD. HSAVY � 18-i/8` iJ0.0_ !20 130.0 130.0 130A MDO 130A 130.0 19-1/8` 80.3 130A 130b 13U 130.0 1SDA 130.0 1�.0 t9-1/8" 379 59.3 789 88.3 g&7 iSOA 1JOA 28-1/r 130.0 iJ0.0 130.0 130.0 1304 130. 130.0 136.0 28-1 �- '-' -- /Y 4&4 998_ 130.0 .7JOA 1�.0 130.0 130.0 130.0 28-1/2• - - 429 889 399 71.2 111.0 130.0 30 130.0 IJ0.0 130.0 NDA 130.0 130.0 136.0 130.0 30• 414 87.9 iJOA 139.0 12&4 130.0 130.0 130.0 30• - 37.8 $0.3 38.3 829 0&1 130.0 3T` 130.0 130-0 130.0 13&0 130.0 1304 1304 1304 37` 33.2 71.3 111.6 1304 104.1 1304 130.0 130.0 37• - - 30.8 40.8 - 81.079.8 tJ0.0 4r 130.0 _130.0 1�.0 130.0 130.0 130.0 130.0 1�.0 40." - 62.8 88.J 1278 91.7 130.0 /304 iJ9A 42" 359 40.9 7o.i iz&7 • 3e-3/6 y 48• IJOA 130.0 130.0 130.0 130.0 130A 130.0 130.0 41C' �• - 949 88.0 1118 80.3 130.0 130.0 1J0.0 48• 12V - - - 51.4 - 38.3 813 112.8 G QLL 54• 130-0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 84• - 46.8 33.1 49 78.4 98.1 71.4 1272 130.0 130.0 84" - - - 349 648 100.1 w n a 523.6 130,0 130-0 139.0 139.0 130.0 130.0 139.0 p' - 44A 8&6 89.2 84.2 1148 130.0 130.0 60" - - - - - 4 90.1 GT7 ,1`j 88• 1128 130.0 130.0 13" 13&0 130.0 130.0 130.0 86• - 40A 628 81.1 56.4 104.1 1 W 130.0 or - - - - - - 40.8 81.9 7Y 1032 iJOA iJ0.0 130,6 1J0.0 iJ0.0 130.0 1JOA 7r - 38,8 873 74.4 538 98.4 1088 13&0 72` 40.9 7&1 i G 19-1/8' 139.0 130.0 139.0 130.0 1=0 /30.0 130.0 IJOA 19-1/E' 81.8 110A 130.0 130.0 1304 130.0 13MO 130.0 19-1/8" - - 44.8 693 41.6 74.1 118.0 130.0 Q Q3 aa` 1016 130.0 130.0......... ..... _......_ .._.._...._ -............__.._ 26-1/2" 1304 130.0 130.0 130.0 170.0 130.0 130.0 10.0 28-1/r 372 _79.7 124.7 13U 11&4 130.0 130.0 13xO 26-1/r - - 32.1 alb - S38 83.0. 130.0 Qi _ _ 30` iJ0.0 150.0 iJOA 130.0 1�A 130.0 /304 130.0 328 70.4 1102 130.0 102_8 130.0 130.0 130.0 30` - - - 378 - 47.3 73.7 1304 LL Q __. y s ..... A 130.0 130.0 130.0 iJOA 139.0 ST• - 87.1 69.3 1188 83.4 130.0 130.0 130.0 37• - - - 30.8 - 56,3 898 109.8 _ /30.0 130.0 130.0 _iJ0.0 139.0 az• - 89.3 78.7 104.7 73.8 1704 130._0 130.0 4Y ice. - - - - 338 62.8 9&7 49` LO�/r 88.9 130.0 130.0 1=0 130.0 130.0 130A 1300 48• � 444 68.6 91.8 643 114.6 130.0 �1J&0 48° 48.1 84.8 84" 794 1272 130.0 130.0 iJDA 1�A 130.0 130A S4• - 38.1 612 MA 87.1 101.9 123.1 13&0 84• - _ - - - _ -40,9 78.2 8C 71.1 114.8 139.0 1�.0 130.0 130.0 1304 1304 or - 382 65.1 73.3' 81.4 91.7 112.6 130A 6O• - - _ _ _ 38,8 87.7 �v 84.7 104.1 130-0 130.0 i30A 130.0 130.0 130.0 88• - Sa.O 80.1 6&8 46.7 83.4 1023 1�.0 33.6 81.5 72• $8.3 984 130.0 130.0 130A 130.0 130.0 130.0 7r •- - 48.9 81.1 428 7&4 9J8 130.0 72• V) t9-t/8" 1221 930.0 130.0 1J0.0 130.0 13OA 130.0 1J0.0 19-i/8` 34.5 744 1188 159.0 10&1 13.0.0 t30.0 i30A 19-1/8• - - 34,3 Z.-S 32.0 87.1 _MA 130.0 0 �N 130.0 130.0 0.8-1/2• - 93.4 _83,8 1112 7&0 130.0 1�A 130.0 -i/2• - - - 329 - 41.2 643 1184 0 37* $8.8 1031.8 130.0 1J0.0 ...i�.0 1 ...130.0 150.0 �• -..... 0.72 75.8 982 66.9 122.8 13MG 130.0 �• - - - - - 36,4 68.8 100.3 7 88.t i�A 130.0 1�A 30r 77.8 130.0 130.0 13"Sr 130.0 130 W 1193 13" 13CLO 130.0 13U 130.0 130.0 37` - 362 USA 7_08 889 99.8 130A 130.0 3Y 144• - 464 844 SOA 530.0 130.0 4Y w - 33.7 62.7 70.1_ 492 87.7 123.1 130.0 4r - - - 408 74.5 W 8Q 49• 4&8 92.4 130.0 1.W.0 130.0 130.0 130.0 130.0 46• - - 44LI 81A 43.1 78.8 107.7 130.0 46• - - - - - ,g �2 D4• 43.2 822 129A 130.0 12& 30. 0 10 130.0 130A 84" - 414 Sob 38.7 682 958 130,0 84' - - - - - - 318 57.8 l z 60" 369 739 115.7 13U tOBA 13DA 130.0 139.0 60• - - 38.9 49.1 34.4 61.4 USA 130.0 88• 35.4 672 10&1 1243 962 130.0 1304 130-0 or - - 338 449 313 880 7&4 130.0 0 ``��e'' 72" 324 81.8 9& 4.0 4 11 904 130.0 130.0 1300 7r - - 30.9 409 - $12 718 130.0 A 70 BE NSCRISM Z 19-1/8" 74.6 130.0 130A 1300 130.0 ISOM f39-0 130A 19-1/8• - 51.9 813 I082 789 130.0 130.0 130.0 REMAND t WOWAL MMM }$ 28-1/2• 83.6_ 115.4 1�.0 1�A 1�.0 170.0 t�A i�A 28-1/2• - 378 M.T 7&1 54.8 97.7 170.0 _1�.0 '$4�` 30" 47.5 1019 130.0 13&0 130.0 130.0 130.0 130.0 30• - 33.1 818 69.0 4&4 683 130.0+ 1304 leg g- •..1 tA01tON 37" 3&5 82.6 1293 139.0 120.7 _130.0 /304 130AMo 37" - - 420 899 392 704 16.1 13&0 10.RBCH. '���' � 42" J3.9 728 113.9 139.0 10&4 t�A iJOA iJ0.0 40." - - J7A 483 348 61.8 �.i 130.0 74-t/4• PRODucr 48• - 63.7 N.7 123,1 83.1 130.0 130.0 130.0 48• 108 - - 324 43.1 392 83.9 84.1 J130.0888 8&8 10&4 827 130.0 130.0 130.0 94` - - - 393 479 74.7 34.8 � 43.1 87.3 PROD= PACT79.7 988 74.4 139.0 iJ0.0 1�A >0` - - - -M8 87.7 120.7 iS0.0 130.088" - - - 32.3 404 612 420 �8 821820 1108 120.1 130.0 TY - - - - - - 8&t PRIXNXX PROOIR;T ALL LOADS ARE EXT.(+)/INT.(-). Wt tY2 MULL100N SPAN $ .TYPICAL MULLION ION ARRANGEMENTS °gill 00. mu ` tMDTH (W) g Wl_+W2 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED _ VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) CP& PRODUCrREVISED FM PE QswmAykswf1bdwFwdft caN. Daft(• a >3T d7Garing no [M:ULLIONS "`�° M07-0) . DESIGN LOAD CAPACM- PSF-.._ DESIGN WAD CAPACITY -PSF DESIGN IAAD CAPACITY-PSF WINDOW DW. ANCHORS TYPE WINDOW DIMS. ANCHOR TYPE WH4DOW DWS. ANCHORS TYPE WWH(W) MULL SPAN A C D WIOIN(w)MULL SPAN A B C D WIDTH(W)IMLU SPAN A B C D o 19-1/8• 130.0 130.0 130.0 130.0 19-1/8- 114.7 130.0 _ 130.0 730.0 19-t/8" 74.8 120.5 90.4 1730.0 O °D --2 ... 26-1/2' 130.0 130.0 130.0 1300 26-1/2` eaa ..�.soo loos 130.0 26-1/2` 53,8 Bae 65z lsoo � 30' 130.0 130.0 130.0 130.0 30' 73.1 118.2 88.6 130.0 30" 47.5 76.8� 57.6 1152 Q 37• 120.5-�130.0 130.0 130.0 3r 59.3 959 71.9 130.0 37` 36.5 62.3 40.7 95.4 42• 38-3/8• 10601-1-130.0 126.7 130.0 42" 7a„ 52.2 84.4 63.3 126.6 42' 1�, 339 54.9 41.1 82.3 48" 92.9 130.0 112.6 130.0 48• 45.7 73.8 53.4 1109 48' 29.7 48.0 36.0 72.0 IL 0 0 54" 82.6 130.0 1 100.1 130.0 54" 40.6 65.6 1 49.2 9&5 54' 26.4 42.7 1 32.0 644 SO" 74.3 120.1 1 90.1 130.0 8o• 38.6 59.1 1 44.3 88.6 60" 23.5 38.4 2&8 57.6 3 n D r-w-7 87.5 122.2 81.9 130.0 66' 332 83.7 40.3 80.8 88" 21.8 34.9 26.2 52.4 Q' 72` 61.9 100.1 75.0 130.0 72" 305 492 38.9 739 72" - 32.0 24.0 4&0 t9-1/8" 130.0 130.0 130.0 130.0 19-1/8" 108.5 130.0 129.1 130.0 19-1/8" 879 1095 82.1 130.0 0.0 26-1/2' 127.5Y rt13D.0 130.0 130.0 26-1/Y 76.9 1242 632 130.0 26-1/2" 48.9 79.0 59.3 118.6 30" 112.6 t3o.0 1304 130.0 30" 67.9 109.7 82.3 130.0 313' 432 69.8 52.4 104.7 Q 3r 91.3 130.0 110.7 130.0 37• 55.0 89.0 6&7 130.0 37' 35.0_ 56.6 425 849 J 42' 50-5/8" 80.5 1304 975 &}.130.0 42' 4&5 7&4 58.8 117.6 42' 732' 30.9 49.9 37.4 749 48" 70.4 1139 85.3 130.0 48' 42.4 689 31.4 102.9 48" 27.0 43.6 32.7 S&S 54' r 82.6 101.1 73.9 130.0 54" 37.7 81.0 45.7 914 54" 24.0 31L8 29.1 56.2 69' 88.3 91.0 88.3 130.0 6o- 33.9 54.9 41.1 82.3 69` 21.8 34.9 262 S2.4 N "m 66' 31.2 82.7 62.1 124.1 68• 30.9 49.9 37.4 749 66- - 31.7 23.8 47.8 Z (j 72" 48.9 75.9 5&9 1139 7r 28.3 45.7 34.3 6&6 72' - 29.1 21.8 439 0 O 19-1/9` 130.0 130.0 130.0 130.0 19-1/8" 932 130.0 112.9 130.0 19-1/6" 82.1 100.4 75.3 130.0 j �� 28-1/2' 1029 130.0 1242 130.0 26-1/2' 672 108.7 815 130.0 26-1/2• 449 725 53.3 tOS.7 p •t t ,vF 30` 905 1 130.0 1 100.7 130.0 30' 59.4 964 724 130.0 30' 39.6 84.0 4&0 984 W C Q M 37" 7&4 118.6 NA 130.0 3r 48.2 n.8 5&4 1189 3r 144• 32.1 519 3&9 779 j ZZ 42" 83• 64.7 1045 78.4 130.0 42- go. 42.4 8&8 81.4 102.0 42" 283 45.7 34.3 1 S&S 4488 $8.8 91.4 S89 130.0 48" 37.1 80.0 45.0 904 48` 24.8 40.0 304 894 Z 81A 121.9 84• 33.0 53.3 40.0 SOA 54" 224 35.6 28.7 83.3 45.3 73.1 849 109.7 p• 20.7 484 38.0 72.0 86" 41.1 689 494 99.7 w 274 43.8 32.7 685 ANCHORSANCHORS HORMOKIAL"A, j 72' 1 1 37.7 81.0 4&7 91.4 72' 1 249 40.0 304 80,0 TYPE 0.B.0 ORD TYPE AAC ORD ARCHES 10 BE WS RISEO 19-1/6- 1205 130.0 1 130.0 130.0 19-1/8' 82.8 133.9 100.4 130.0 WSW RIMANOULAR SHAPE 26-1/2- 86.9 130.0 f0&4 130.0 26-1 130.0 6.8 30- 7 82.3 _10_0.8_ 73.5 130.0 37' 428 88 2 St 9..... WOUJON " / /2• 599 989 725 _. 12&0 VERT" 4Y549 88.7 --885 130.0 42" 37.7 61.0 45.7 91.4 48" 74-1/4' 48.0 n9 0 80.0 58.2 116.4 48" tom" 33.0 53.3 40. CLAMS I Bt 54" 42.7 69.0 81.7 103.4 84- 293 47.4 35.8 71.7 }� ANCHORS 60- 3&4 62.1 4&5 _93.1 60" 26.4 42.7 324 64.0 PRODucr P A,B D 88" ._...34.8 38.4 ...423 84.8 68" 24.0 389 _29.1 58.2.._. TZ' 32.0 57.T7389 VANCHOM n.6 72" 22.0 35.8 28.7 53.3 AMC OR 0 ALL LOADS ARE EXT. + INT. - Lln- w2 ta3u3m1 SPAN I �, NOTE: g<m ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. q = wt +w2 E-.*MAOAHMAOI PR037UOTRHv=m FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) cam. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _...____-._2 OAµi� /2 �ANCIIOFtS �,, apt d�a�tms no. M07-04 _..............._._._ _..-...._ ,. 93161 a of 7 1/4'DIA ULTPACONS t/4'DIA.UITRACONS Etl. a PER CUP{t ON EACH WDD} I PER ANGLE A t1 A �py1 sSI I� A t t V O W "-------- WOOD BACK i` JI i t #14 SMS 1 I11 W d n I 1 �V f'LOATDX`r CI.� ;----------- 1-3/8"O.C.MIN. �I ALldL2 X 1 8' 0 i 2 PER ANGLE °�t0RX I t ALTERNATE ANCHOR LOCATION 1/4'Mk ULTRACONS1/4'Om tA.17tACOtiS (A a 2 PER CLIP(1 ON FAg1 W@RI) 1 PER ANGLE 0 J O A EDGE AST. J J ._. J] W (3�''�p b< (2 ji 11 WOOD mm tem 2�1ac Si ii WOOD stltticTuOR t i t OR l�J� FLOA m CL8° AWM g il') •• 1 1 WOOD STRUCTURE i i 1'` i 1 1 I i I $14 SMS (17 O> 1 I 1-3/8"O.C.MIN. i 1 I I 2 PER ANOIE 1/4`WA LILT V=n BY'ELCO' R ULMC07.1S MAY BE M OR FlAT HEAD SUBSTRATE Fd .MDL EDGE DIST. MIN.EMBEDMENT g $ WOOD 1' 1-3/8" jg{ I I 1 I BLM 2-I/2' 1-1/4' I i 1 CONCRETE 2-1/2' - Ir_--_--- fr"tl' ALL clws AND ANITLES tD tlt SNUG INTO TUBE MULUOPf3. iit 11 11 CLIPS OR ANGLES CONNECTED O.ElY TO MASON Y TO BE PI�TECTW a MAt1(AU-( STANT COATINGS.SUM AS tiITUWNOIJS PARR'OR �} WATER-WHIM METHAORnAT£LACQUER. . .e.•. .a Engr: WMPRODTICTRBVLV D qQ 1 <•.'° °° °I 1 1 LTAq7x�5312' as co"VIbaa BioFodh 8 k •°Ed:• CJAFL'3S3B. .gro11or2' y- > /7 $ S 1/4"DIA ULTRAWNS . 2 PER CLIP(t ON EACH WING) I drawing no. ANCHORS TYPE 'AM07-04 ��• street 5 of 7 -DUL ULTRACONS • 1/a•OU.ULTRACONS 1/4"ow.LILTRACONS Ed. 2 PER ( ON W6V6 1/4•Wt ULTFACO f5 4 PER CLIP{t ON EACH WINO) "AMNGI.LE PER ) 1 PER ANGLE tiY h Ed. 2' • q. .� 061 a: q v.. .. . •.. ' '• a .''o,• •. ec I ..� . �•' .I .e• .•° 11116000 �_.^. sg xg i••II 1 I 11 1 3 1 I 6 !l J sl 11 2 X 2 X i QQQ y� N 1 1 s �vJ FLOATNG CUP I 1 Iu� AILM A • Q' --^^-- v�D e ;lv; FLonTRal{a.IP Ll 1"X 2 X, B' sms --------- 2'O.1C4.MIN z PER awGLE 1 I I 1 { 1 I I I 1 Zi- i I I i I 1 g Cl;/(1 01A.UL0lHX NS 1/4"010.ULTRACONS (n Ed.- 1"MN. 4 PER CLIP(i ON EACH WNG) 2 PER ANGLE z — I 1 O Jo I I 3 - , v 1 I j j W �4M 4 m rj 1 1 2 CLOW � 20Y /I I' 11 I ev. M Yg• \ --------- M WOOR �v i FLOATING CLIP 1 I MAX A2.72111. LUXM2 X 1 8° a.•' •� 1' r • •. •!. uT"I 1 1 L1 • . . .;v 1 1 STRUCTUREs 1 X14 SMS , { e `<: •3'MN. ' of0 1 1 i i IL A 22� i Ed. i/4'DOL ULTRACONS 2 PER 13.IP(1 ON EACH WING) .te2N. � 1/4'DIA ULTRAWNS BY'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed.a MN.EDGE DIST. MIN.EMBEDMENT $ WOOD 1' _ t-3/8' � A gam u BLOCK TE 2–t/2' t-1/4'— ARM=;:OCATION ALTERNATE CONCRETE – 1-1 . I --------- 1 'ANCHOR LOCATION I awe PROD=RIMSBD ALL CLIPS AND ANM S TO FIT SNUG NFO TUBE MULLOW i --------- , M cNtu 2 wRhdbFfoFlda d }y CLIPS OR ANGLER CONNMYEO oommY TO MASONRY TO BE PROTECTED 1 1 niW6tBCa� epi 1 i WITH ALKALI–RESISTANT COATINGS•SUCH AS BITOWNOUS PAINT OR 1 , cAN. 38 me eNo 2109 O k 1 1 WATER–WHITE METHAC2iYlATE tAcouER. - � Dade I7 � g BY 5 IArodsN droWirlg no. ANCHORS TYPE 'BANCHORS TYPE 'C' M07-04 sheet 6 0(7 ' 1/4`DIA.ULTRACONS u Ed. 4 PER CUP(2 ON EACH WAND) >p 1a sALs tc :/ ,. ,1AIE�„DN ty� e v. .. . •e •�� a ------- --___-__ 5' ------ ------- #14 -:---- 11 11 11 a 11 I X74 F.H.SATS CLIP 2/�E 1 I 1 ter LEN61H THICK CHANNEL TO FIT SNUG 1 a s 1 t I 1 INTO MULLION I I TUBE MULLION 1 i � I I ass I 1 NOTCHED TTUBES MAY O INSTALLATION 4 p� 1 1 OF CLIP ANGLE 1 i 1 CAULK JOINT AFTER ASSEMBLY 74 FH SMS PER CUP FOR WARTS A.8 OR C 3 PER CLIP FOR CHART D 1/4"DIAL UITRACONS ACC(3S HOLE 1-1/2"O.C.PAN. �' 2 PER ANGLE Z t � ,L,�y�1 W S< tc 9 _1 Y Z I 1 1 I C E111r ��__ I - _;__ i LJ U 7H� SCREW CAN BE 1 1I 1 It it 1 14 IN SMS B�STALLED IN EITHER 11 I 11 I I 2 X 2%1 e' DIRECTION i 1 3 PER q.dr I Z a V m Fr i L_ _ _J 1 II i4 AL i t'O.C.MGN. 14 SMS114SsIl1 I 1-132P'f:R�ANtmi i i n .. 1 1 1 1 No 1 1 1 1 1-3/¢'X2'%1/8"(FOR 28YT� ..__/(,._.. 3/4"x 2"X 7/8"FOR(18Y T1181) ALUM ANGLE TO ATIONTUBE WHERE SCREWS LES AREiGNO ANGLES t CUT TO FIT SNUG IMIDE TUBE ` IN TUBES MULLI ANGLES ARE M07 l'R SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' ANCHORS DETAIL !41 b METAL TO METAL CONNECTION 1/4`all ULTRACONS BY'Ell ULMIMCONS MAY BE HD(OR IIAT HEAD SUBSTRATE Ed. m MGN.EDGE DIST. MBA.E—mai dENT WOOD 1. 1-3/8` BLOCC 2-1/2" CONCRETE 2-1/2" 1 1-1/2` ALL CUPS AND ANGLES TO FIT SNUG INTO TueE MULLIONS. 7 CUPS OR AND=CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED OF moDtPCPRBvow F WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT ORFLA.PE WATER-WHITE METHACRYLATE LACQUER. � Ij.� 1Q t»e121'! Bx ProdW4t drawing no. 1 D..,• M07-04 (sheet7 of 7 s e k 7 R 3 3 Miami Shores Village 3 zfr 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ` r Phone: (305)795-2204 k� ;, � ��.,Y fz y1,7x t , Expiration: 11/2012016 � Project Address Parcel Number Applicant 363 NE 98 Street 1132060135640 PAUL SIMAS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell PAUL SIMAS 363 NE 98 Street (786)259-5258 MIAMI SHORES FL 33138-2409 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION 305 264-0446 Valuation: $ 23,397.00 ( ) (305)513 0514 Total Sq Feet: 380 Type of Work:REPLACING(16)IMPACT WINDOWS AND( Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $14.40 Invoice# WS-5-16-59734 DBPR Fee $4.35 05/24/2016 Credit Card $296.10 $50.00 DCA Fee $4.35 Education Surcharge $4.80 05/11/2016 Credit Card $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $346.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. F rmore,I authorize the above-named contractor to do the work stated. May 24,2016 Auth6rizedSln ure:Owner / Applicant / Contractor / Agent Date Building Department Copy May 24,2016 1