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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 s . WE ati"oln, Florida Departmentq SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines /V 3.. Professi cal Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 9FL39ROi: Application Type .;Ne Code Version 2010 Application Status [!Approved; Comments Archived ❑ Product Manufacturer Gustogt W)ndow Sysf4wi nc : Address/Phone/Email 10 SW 4' 4t Ah venue Ocala,FL 34474 (352)366-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category ��W�nnTdows Subcategory SingleHlmg ;' Compliance Method Evaluation Report from a Florida R "gtered Architect or a Licensed Florida Professional Engine W Evaluation Report-Har coped Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report f Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 10/27/2020 Validated By Steven M.Urich,PE © Validation Checklist-Hardcopy Rec ed Certificate of Independence FL17339_RO_COI_EvaIRep CWS-957(SH-810 x 70.75, Impact).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 ��#a�a, 2008 ASTM E1300-04 2004 ASTM E1886-05 ,� 2005 ASTM E1996-05/09 2009 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 6/10/2015 Florida Building Code Online Page 2 of 2 v � Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/27/2014 Date Validated 10/28/2014 Date Pending FBC Approval 11/18/2014 Date Approved 02/23/2015 Date Revised 04/14/2015 Summary of Products FL_# Model,Number or Name Description - .a .. 1U.4r�' 733911fj S�H=8100, , 810U,P1/C'Single Hiritg,Fin/FI nge� Limits of Use �`Installation Instructions Approved for use in HVHZ:No FL17339_RO_II_CWS-957(SH-8100,35.75 x 70.75, Approved for use outside HVHZ:Yes Impact).pdf Impact Resistant:Yes Verified By:Lucas A.Turner PE-58201 Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Impact,Wind Zone 3,max.size 36"x Evaluation Reports 71",Max.FLANGE DP=+/-60 psf.,Max.FIN DP=+/-55 FL17339_RO_AE_EvalRep CWS-957(5H-8100,35.75 x psf.,Glass complies with ASTM E1300-04. 70.75,Impact).pdf Created by Independent Third Party:Yes Pack Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® eCrecM xcuritr.++crwcs https://www.floridabuilding.org/.nr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 6/10/2015 f Lucas A. Turner,P.E.,NIRA Evaluation Report 155B 2080 Mauve Terrace North Port,FL 34286 Ph. 941-380-1574 November 28,2011 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,531/8"x 76"unit size at+/-67.5 PSF,36"x 62"unit size at+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below Technical Documentation: 1) Approval drawing CWS-1.55B,signed and sealed by Lucas A.Turner,P.E.on 11/28/11. 2) Test Report NCTL 210 3668-1,-1A,-2,-2A,3669-1,-1A,2,and 2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 3) Supplemental Calculations to support CWS-155B,signed and sealed by Lucas A.Turner, P.E.on 11/28/11 Installation: Units must be installed according to approval document CWS-1558. Limitations of Use: This product: • May be used in O/X configuration in sizes up to 531/8"x 76"unit size at+/-67.5 PSF,and 36"x 62"unit size at+67.5/-75 PSF,with marc.glass DLO heights as shown in CWS-155B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann.090PVB- 1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions*per Miami-Dade N.Q.A. 11-0830.09 Certification of independence: I do not have,nor do I intend.to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 6�+�X�r��rr,�i No 58201 11/28111 0 + STATE til: Lucas A.Turner,P.E. R tN4% „�� ,;,� FL PE#58201 Lucas A.Tumor,P.E. 2011-11-29 00.55-05:00 ern SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENt t THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 6431W BUILDING CODE,CURRENT EDITION OVERALL FLANGE WIDTH 2,GLAZING OPTIONS:(SEE SHEET 3) 63118•MAX UNIT WIDTH 3,CONFIGURATIONS:IOXI. 4.DESIGN PRESSURE RATING: 48 S!ISM371 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTME 1300.GLASS OLD OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S.ANCHORAGE*THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX UNIST WIDTH PRODUCT, SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTORCd=l.e WAS 77 w I USED FOR WOOD ANCHOR CALCULATIONS. MAX. at=adr- - OVERALL j r--GLASSDLO 1 6.PRO13UCTAPPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP LOCKS ARE INTENDED To J. I BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED RANGE PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 33 1611(y OVERALL GLASS FLANGE 7-ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING HE GHr Hmelfr OLO 63 IM RAIL AND JAMB. GLASS B.REFERENCE TEST REPORTS:NCTL-210-3668.1,-IA.-2,-2A,NCTL-210-3669-1,-lA,-2.-ZA MAX 62' UNIT MAX OLD UNIT B.SERIES I MODEL DESIGNATION SH-8100. HEIGHT r 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. T X /// ( GLASS MAX w Will 11,THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING,Xc OPERABLE SSASH,0 FIXED SASH OLD SASH Zz! HM%ffl x GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 1 11,SWEEP LOOKS INSTALLED ON WINDOWS OVER 3r X Or 4*MC I GLASSMO WEEPS(IyP) 7 I-- 3161t!} 46 2011! MAXSASH WIDTH GLASS OLD MAYLOASHWIDTH rl!RFN-PRESSURE RATING DESIGN PRESSURE RATING1 3:67.6 +67.51-76.0 B JUPDATED PER 2010 FBO 1111/0812011 TEF LUCAS A.TURNER,FL AE.,58201 A JUPDATED PER NEW F80 REQUIREMENTS 107107120108 roo ns TABLE OF CONTENTS *Q • No 50201 11N0 SW 44TH AVE. OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS—A jga ENE RAL SCHEDULE& Luans A.Tumor,P.E. 2011.11-29 00:64-05:00 WA STATE OF RAL NOTES ELEVATIONS-LARGE MISSILE IMPACT 0 8100 N by; A, D 46 SEC710N VIEWS...................... PROPRWAWANDCOWMEUM P,.Pjl W , CALE: ,�2 .%�GM 1" -."4.0 Ali MODEL: j EXTRUSIONS 8 .......9 THE DIFORWAMON CONTAINED IN TM DRAWING 93 THE SOLE 4p,me, �I......I # # PVC SINGLE HUNG NTS -CVVS-156 WINDOW SYSTEMS,IW.ANY REPRODUCTION IN PART ORASAINHOLEWITtiourytil! fol ON A%. INSTALLATIONWAIL......................7.8 WRITTEN POWISSION OF CUS=WINDOW SYSTEMS,NO.15 PROMMITEI). 1OFS INSTALLATION ANCHORS, SEE NOTE 2 INSTALLATION ANCHORS, MAX(TYP) MAX.(n'P) SEE NOTE 2 T-T 4'MAX.(TYPO --}—S'MAX.OC(TYPO 6" (TYPO A I I MIDSPAN 8PMAX.00 4-MAX(TYP) MAX(TYP) 4'MAX(TYPO I / 1 14'O.C.P 1 1 8• 4-MAXXMM -- -- MAX.00 AX RYPt Q V I I (T PIy OC I / 1013118' I / I (TYP)L_ I O.C. R- 1 B 4 B I� MAX 4 • 6Y q+– 1 I I O UNIT $° I MAX I I I 1 I HEIGHT / t UNIT T HEIGHT T / Y / / I I I ♦ I * __ _ I I � -- INSTALLATION 53118, A L 36, ANCHORS,SEE NOTE 6 MAX UNIT WIDTH (i` INSTALLATION MAXUNITWIDTH INSTALLATION ANCHORS,SEE NOTE 6 ANCHORS,SEE NOTE 4 ANCHOR LAYOUT-(FL4NGE1 ANCHOR LAYOUT-(FINI ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT.LF IN1 THRU FRAME MASONR RU FRAME 000 THRU FRAME MASONRY) THRU FRAME OOD MAX UNIT 82E 831/B x 78 MAX UNIT SIZE,63.118 x 76 (N/SW�E167.0 B) (WI SWEEP LOCKS) DP+87.MAXUNITS6E ox 62 M pp r67�378 x 82 DPt67.8 1,INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD, 2 SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS,MAX,ALLOWABLE SHIM STACK TO BE 114".USE SHIMS WHERE SPACE GREATER THAN 1/16.18 PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWEO. 4.3118-DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1114-INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2112-SHAH BE ACHIEVED IN ANY DIRECTION. 8.0/10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1318-INTO 2 BY WOOD BUCK,A MINIMUM EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION, 6.96 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 lir INTO 2 BY WOOD BUCK FIN INSTALLATION. A MNIMUM EDGE DISTANCE OF U4•SHALL BE ACHIEVED IN ANY DIRECTION. B JUPDATED PER 2010 FBC 11/08/2011 TEF 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A.TURNER,FL,P.E.,88201 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 1{I�11/lf 8,INSTALLATION ANCHORS 6HALLBE N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS ��N lt// ^" SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, •��•� P�30R"tvT�,�_, B.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; �.G� v LL`''.�y� WINDOWS&DOORS A.WOOD-MINIMUM SPECIFIC ORAVIIYOFGa0.66(SOUTHERN PINE OR GREATER) Z' No SB201 ;�� 1800 SW 44TH AVE. S.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. d*i !* CALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORVANCE TO ASTM"0,GRADE N,TYPE 1(OR GREATER). . 10.SEALING AND FLASHING STRATEiGIESFOROVERALLWATER RESISTANCE OFINSTALLATION SHALL BEDONE BYOTHERS INACCORDANCE WITH THE 0y "A STATE OF •411- ANICHORSCHEDULEdNOTES-LARGE MISSILE IMPAC CURRENP VERSION OF THE FgO�LIOWpVG REFERENCE DOCUMENTS PROPRIETARY AND CONFIDENTIAL ' o;T%' c p N. 8100RAWNWqpE DBHOI2008 R AWDMAAAMA 17bo(je WNDCW9 FEMA✓µgq/V/WyAA(FLANGE0(WEXTERIOROooRS), THE w0a01ow8vsiemtsi REPRODUCTION BOW18 THE PARTORABAwN�o�wrt WITHOUT THE ,��,%s0...1 f�l�Q��,• O E PVC SINGLEN G C ` NTS o'OCWS.155 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.15 PROHIBITED. '///lO jI X1,1{\1�1� EV.LETTER:B , 2 DF B 718'OVERALL INSULATED GLASS 7/8.OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS 1W ANNEALED 415 ANNEALED 118"TEMPERED 118'TEMPERED 7118"AIRSPACE 7118"AIRSPACE 7118'AIRSPACE 7118"AIRSPACE 6118'LAMINATED GLASS 8110"LAMINATED GLASS 8118"LAMINATED GLASS 8118"LAMINATED GLASS 110"ANNEALED 1/8'ANNEALED 1/8'ANNEALED 1/8"ANNEALED .080'PVB INTERLAYER BY DUPONT .000"PVS INTERLAYER BY DUPONT .000"PVS INTERLAYER BY DUPONT 000'PVB INTERLAYER BY DUPONT 1/8'ANNEALED 1/8'ANNEALED 1/8'ANNEALED 118'ANNEALED OURA8EAL8YTRUSEAL OURASEAL BY TRUSEAL OURABEAL SY TRUSEAL DURASEAL BY TRUSEAL 1 PURFECT GLAZE"H'OR 80tAFLEX 052 ! PURFECT GLAZE*H'OR SIKAPLEX 852 !8 PURFECT GLAZE'H*OR SIXAFLEX 652 1 PURFECT GLAZE"H'OR SOWfLEX 852 � WERIOR U2'GLASS BRE CLASS BITE 112'GLASS SITE 112"GLASS SITE SASH LITE FIXED LITE SASH LITE FIXED LITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE 13 JUPDATED PER 2010 FBC 1110812011 TEF LUCAS A.TURNER,FL,P.E.,88201 A JUPDATED PER NEW FBC REQUIREMENTS 107wimoe k/fAl.��jr+ ':,.„d+{YINDOW$,TtDOORS i Na 58201 'v-,?1 1800 SW 44Th!AVE. : CALA,FLORIDA 34474 =a' 6LASS D AIL-LARGE M SMILE IMPACT g�� :9” STATE OP ,w� 81001101200 ' THEINFORMNMONCOMAINiDatnISDRAAWtrm�e8a,13FROeRsro�cilsslaet r�+�i��S*S�OAL�� D 'PVC SINGLE HUNG ' 1,1ADE O, �C X158 VII �..,... W,,TT,.NPERn.M..WNOFFCIJ Ton°w°WWWMTTEM.INC.IiSPRRONHa�ourTr+E b��ONA14oEd�� ETT :B �e : 3OF8 39 18 11 21 fu 3 3 21 10 15 41 ' 41 1 ffi!±_$ 38 28 46 20 SECTION VIEW 8.8 1 18 21 12 20 MMIOR 4 i8 38 30 12 29 31 7 12 8 13 6 6 14 16 9 ' 15 48 2$ Q 16 19 40 2 41 6 g 38 12 13 14 SECTION VIEW C-C t 16 ALTERNATE FIN DETAIL 26 Q S UPDATED PER 2010 FSC7 fillID-8/2-0-1170F LUCAS A.TURNER,FL,P.E.,56ml A JUPDATED PER NEW FSC REQUIREMENTS 07/0742008 40 16 `rrtrrnnrtr,tr� r0,,, 2 41 NOTE: WRVDOWS&DOORS ITEMS 22,27,28,33-37,4345 ARE NOT SHOWN.ITEM 31 IS NOT USED IN No 51 1900 SW 44TH 82MAVE. THIS WINDOW. OCALA,FLORIDA 34474 SECTION VIEW A,A �414 e:i: TL SECTION VIEWS 63118'x 76'-LARGE MISSILE IMPACT ��''��]] STATE OF 8100Tt tNPORM4T1aNCQNTNNEDaPpV�ORANDCOMNG tti@80CSPROPERSYOPZCUS'iM +i'cF�,+�:�OR�CTp� o AO ° 08/10120D8 wa DOWTEN TEM o=ANYREPPN OF MODUCTIO WINDOW IN8NPTARTOORAS wfl=PROHIBII DKout� ��i� *� PVC filNt#LE HUNG �S8 � 40 X165 i 3 18 1138 3 2t INTERIOR 10 21 15 41 41 ICS' 1 EXTERIOR cr f(} 48 20 12 SECTION VIEW B•9 18 21 1x 2D TYPICAL HOR 7{y9NTAl SECTION NOTE:LEFr8�6 8NOW8 Fi7�ORtiE CUTAWAY. c�teDpt�n�� rC tno RIOHiBO9SHOWS 6FSHCUTAWAY 4 1B 30 2B 36 31 7 8 12 8 32 18 � B � xe: 19 40 2 1 e 41 8 ALTERNATE FIN DETAIL SECTION VIEW C-C B JUPDATED PER 2010 FBC 11/0812011 TEF LUCAS A.TURNER,FL.P.E.,68201 A UPDATED PER NEW FBC REQU02EMENTS 07/0712008 AO �0tiunllurrrjr x 41 NOTE: ��, ,r�LS•Gt�+$'r,�,��i '`i, ITEMS 22,27,28,3337,43.48 ARE NOT �: •' F '•? 44TH A F noons SECTION VIEW A-A SHOWN.ITEM 3115 NOT USED IN THIS NO 58201 .. . 800 SW 44TH AVE WINDOW. *: * •pp*z CALA,FLORIDA 34474 :9 STATS OF tdlC Tm SECTION VIEWS 38'%82--LARGE MISSILE IMPACT : `rttfi 8100 0011012008 . PROPRISTARYANDCOrFT 9WAI. �i'�•• � 0P•.•��fi E TMMFOReaMCONrtJNEDINTwsrnuwnsO*r,19saePROPatTYCPCUOM -'r�S•'••�:R:•• '��+� PVC SINGLE HUNG NTS WINDOW WRnTEW YVMPERMIINC.ON ANY TOMw °Nav PAR7rDRASC. HOLE EOHOVfM %�'#i�ONAL �+a�� E. -OWS-15S 8 5OF8 ITEM# PARTDESCRIPTION MATERIAL VENDOR 31M•� 1 14-6031 Frame thad, .Single Flnmg RIGID RIC MICRON AS' f18` 2 H-8031 --S0.E SingleFUn9 RIGiDPVC MKRON lt4rP 23M8" S ER CON_Cl"fN-SON 3 Wt1031 Frame Jmrb,Flg,SMgIe!kmg RIGIDPVC MKRON 1116" 1118' 4 1+1836 Alum FixedMset.Rail ALUMINUM KEYMARK 6 5.6083 FlxedMiCover RIGIDFVC MKRON 6 1+6027 SeahTopFiatl RIGIDPIC NWRON 211116" 2 39116' 1518" 8 i tf1497 RRehrforcemesdfor SIR ALUMINA KEYMARK 3 6 H 028 Sash BoWm Rall RIGIOPVC MKRONLr 9 H•1699 Retnforcamentfor5SR ALUMINUM KEYMARK 4 CORNER WEt.D(ALL SIDES) 10 "am Sash Stile Ram RGNDP/C NIKRDN PVC SASH TOP RAIL-6027 i1 5.1498 Retnforcemantfor SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6034 PVC FRAME FIN-8048 4 12 S-6094 Clezing Beed RIGIDRIC NIKRON 13 P•3118 Keeper,Sweep tock STEEL SULLIVAN 13116' 116418" 14 FL3541 #8 z 1/2°,Fan Bead,Tek ZINC FASTENAL 10 1!S" 1118" 16 84832 SweePLock ZING SULLIVAN 1118" 16 P44633 Sero!Fastener STEEL FASTENAL 1�, Iliv 16 Bins' 17 Block&TacMe Balance STEEL CALDWE.L 1s Furfect olaze'W or Sowflex 562 SILICONE HENKEL1SIKA 8 19 Sash Sea Glazing Chart(pg3) GLASS CARDINAL PVCSCREENSUPPORT-8014 20 Flied See Ctazhag Chart(p93) GLASS CARDINAL 21 83429 Watp„0.270 x 0.187 hack MEOW NYLON ULTRAFAE RIC SASH SIDE RAIL-M4 PVC SASH BTM.RAIL 6028 *11r SCREWED� EGEZFVMD MEETING THER WITH 22 84638 #8 x 2-112 PH Mad.Truce,Type A.TES 2 STEEL. FASTENAL 423 #10 11112'Pinhead SMS STEEL FASTENAL 24 FlatWasher STEEL FASTENAL 8•26 S•60i4 Screen CatchRwPVC MKRON '28 6.6013 ScreenSUPPort RIGIDR/C faRON ills'27 F 4051 #8x 1114"FfiFhTSS Wht ZINC FASTENAL 1n• f Tr18, 28 P-3748 q6 x 0625"Quad Fh TES,Wht. ZINC FASTEJAL --- 1� 1119, 77�^ 29 FL3763 krpecL Lock STEEL INTERLOCK e ALUM.FlXED RAIL.1638 BASH STOP•6026 30 P-4089 Irpoct,Kopper STEEL INTERLOCK PVC SCREENCATCH-6013 ALUM.REINF.TOP RAILA497 31 FL4264 #8 x-214 M PH w!#6 Head.TES,Wht STEM I FASTENAL 32 tc-3218 Screen Froma ALUMINUM ALLMETAL --t14" 33 FC3321 Screen Corner Key PLASTIC M&M 34 P-3228 Screen Spba RUBBER DAPA 7t8" 1 1!2' 36 8.3661 ScroenCbth VN/L WEER �q 1118" 314" a +— " L h 3" 38 P-3= Susan STEEL HUM" 37 (;3029 Screen PW Tab STS HURLEY 4 161!6' 1116" PVC OLAxOV4 9PAII-0084 3H8' SCREW SUPPORT-3113 38 FL-336Z Set Ek.118"x 5/8'X 2` RUBBER FRANK[OWE ALUM.REINF.S.B.RJS.S.R.-1498 39 (x-3768 #8 x SIS Rdf Pan Zinc ZINC FASTE L 40 F�4478 Weepcover PLASi1C 8A6M ALUM.REMF.BTM RAIL-1899 41 83113 Screw SUPPort RUBBER '�M 8 UPDATED PER 2010 FBC 11/08/2011 TEF 42 F802S Sean&top RIGRIRIC NAOiON -.� A45" LUCAS A.TURNER,FL.P.E,6820! A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 43 P-3059 Saeh Cam PLAM M3M 44 FL3265 Take OUt qlp STS$. SUM4tT +i1ti�Nletftgr+ 45 P-SW2 SeamSeatir SLKX*M SCRAM 16N8' 8 +�`,�1��•OBN"w,,fJ.��+G+ { 48 1;3762 Fbie Rug PLAM MB M 444'x'GP 'v� &l�'",'L+� ORS 47 11.8048 Frame Heed.FN.Singh Flag RIGlDEVC MKRON I--►�-9N8" 4 V{ Na 58201 AP 3 1900 SW 44TH AVE. 48 R49� Watp.,0420x0.187haclt NYLON U[TRAFAB :*: * i*Z CALA,FLORIDA 34474 PVC FIXED RAIL COVER-0063 y t1 rt > 4Z EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT STATE OF � Ism �/�p�� i+C,c,�A, r", � 8i00 p 06/101200e PROPrNarnroaraattoracesra� wuuea�arnrmvordM +�+��'�•OR.;?:•"Q� I011"7O. o» NOtiE ALL ALUMHtUlAL7STR[ISIONSARE6063-T6 weaoov SYSTEUs�MANYR04WOucnaNINPARTOR�SAWrroLEwrmoullRe ++i�s'/p L�� PVC SINGLENUNG 1,2 CWS-155 WRITTEN pMQSS NOFCUsloMwm�ow avaTEM9,e+c.19 PRoweRm. �<<rr:itq sits!*, .LMER:B T. B Na INTERIOR FINISH INTERIOR FINISH BY OTHER9 INTERIOR FINISH BY OTHERS (C}l4'MIN.EMBEDMENT ��18"MIN.EMBEDMENT BYOTHER8 SEALANT BETWEEN BUCK CONCRETEIMASONRY Y ' 'r.'• ' ti♦ s AND OPEMNGBYOTHERS BYOTHERS r r vs ti114 MAX SHIMIF ''MAX BRIM �:.+.•t••; 2 irr AWN.MOE DIST.— .»r. INSTALLATION ANCHOR,31%* SHER • a e AGI .• 7t6•MIN.EDGE DIST. y'+,f4 THRU SCREW SUPPORT • 8 ' • '' (D) CONCRETEWASONRY • a'• • 0. o • 0. a. ..' (Cl • $•6 6•+ BYOTHERS +• • a• •o •a• . .a 1 it4'MIN.EMBEDMENT , o• . a•� o o. .;•r• (C! •4. 4 + o INSTALLATION ANCHOR, 'r• 4'a e'y' #10 WOODANCHORWH14 BEY pTHERSINISH---♦+�' BBY YOWOODBUCK THERS. " :4.a `'` WASHER RRT THRU SCREW 2112 MIN,EDGE DIST. (� PERIMETER SEALANT JAI tCt �•0•6 EXTERIOR U p•p 2 BY WOOD BUCK � 4 . BY OTHERS BYINSTALLER 1 �'o "•` LVOMAXSHIM 1 BY WOOD BUCK •f"r 9EAIANT BEHIND SEALANT BETWEEN SEALANT'MiIND IBI ` SUCKANDOEENING FLANGE BY INSTALLER SYOTHERS RANGE BY INSTALLER PERIMETER SEALANT SYOTHERG JAI EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER EXTERIOR FINISH S ANCHOR. DIA. HORIZONTAL 'SECTION— BY OTHERS �HOORIIZONTALSECTION MASONRYSCREW WITH WASHER FRAME(MASONRY) CF—FWOOD) RU SCREW SUPPORTH INSTALLATIONANCHOR.3118"DIA. EXTERIOR MASONRY SCREW W7NEOPRENE BACKED WASHER THRU SCREW SUPPORT(CI EXTERIOR FLANGE BY BEHIN I BOTTOM SWEEP LOCKACITVATEDONLY FLANGE BY MSTALLER O DURING HURRICANES.(SEE NOTE 8,SHTi) PERIMETER SEALANT SEALANTUNDER SCREW M INSTALLATION MASONRY 80REW /NEOP16"DIA BY INSTALLER j HEAD BY INSTALLER. MASONRY SCREW wtNEOFRENE SEALANT UNDER SCREW BACKED WASHER THRU SCREW HEAD BY INSTALLER SUPPORT JCt BY OTHOERRB FINISH •A.•t•• i •• i•D• SEALANTSEHWD . • D` •D: •D°D. •D �i�•A�•D Qi 1/4'MAX.SHIM BOTTOM SWEEP LOCK ACTIVATED ONLYlei FLANGE ENlIISTALLER • I DURING HURRICANES. 'D►'p D• i A • D i–Q-0^a--b A i A r b• i D i A. A. R ' ►. i ' •• i 1114"MIN.EMBEDMENT' PERNETER SEALANT .Di`i i 00 • +D • •0 D' p D'Q ICI 8Y INSTALLER �to)•MAX SHIM JCI r MIN.EDGE DIST. CONCRETEIMASONRY ALTERNATE PRECAST SILL DETAIL ORINISH gBy OTHERS yOTHERRS SS E(MASONRY) B UPDATED PER 2010 FBC 11/0812011 TEF •. a. .a�A• u8E8oUD WODD LUCAS A.TURNER,FL.P.E.,68201 A UPDATED PER NEW FBC r••. oo+••>.�'aa•.•14+••w•?O•«.",•P.•a•'•oa••.apa';••e•Ra•'o a•.°�'a•••�a REQUIREME SUPPORT TO MAKE a. •'a. SILL LEVEL BYOTHERS REFERENCE NOTES: 66th6111•#1t#1 f4 A)SEE NOTE 10,BHT 1 TS 07/07/2009 60 ++ p •a•a•• . .a•®' :•_` SEE NOTE 2113 SHT2 ,19,fj�»•.•��OEN�Q�p."��jrrr � •��""�WINDOWS&DOORS LiJ&MW.EMBEDMENT (C SEE NOTE 4,BHT 2 •, No 58201 1900 SW 44TH AVE. [C) (D SEE NOTE S,SHT 2 rCALA,FLORIDA 34474 CON7tETEAA480NR7 =�� ;*; BY QiMERB ---2 ii2'MIN.EDGE DIST, HTLe— .1 0c2 INSTALLATION DETAIL FLl3-LARGE MISSILE IMpAoT JCI s` ' �9 BTA7E OFf 4v HasPRENCITH PROPRIETARYANDCOWIDENRAL 'i�'C`'•c P»•`?fir: 8100 ADE 08110/2008 43RCU BY0 VERTICAL SECTION THE INFORMATION CONTAINS WHISDRAWIM IS TRE SOLEPROPERTYOMS OM '♦♦�s'�.o{S ifl.••(��a.� MODEL! VALM GRf;1lTEYOTHER8 FRAME(MASONRY) WWRMIROWWSVEf+w1SEi lI'IN FtEOM wD�OannNly?iP�au�rRicASAWRHMEOHIS�THE rr♦fiS�a A14y �� PVC SINGLE HUNG SET: CWS•188 B 70F9 SHEATHING — 1 UIr MIN.EMBEDMENT BY OTHERS BEXRRIIORRFINISH +,so as #a WOOD wWR WOOD SCREW wM/AeHER BY TALLER DF1N = 0 2 BYWOOD SUCK BY OTHERS [A) BY INSTALLER •+� 114'MIN.EDGE DIST.[Ej 1/4•MIN.EDGE DIET.(EJ PERIMEMRSEALANT � BY INSTALLER 2BYWOODBUCK oil MAX SHIM UIV MAX.SHIM (BAS)'OTHERS. IBI INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER [E) 1 lir MIN.EMBEDMENT ti BYOTH ROS a~ b"a,"•+• EXTERIOR FINISH-✓ BY OTHERS WINDOW WRAP BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BYINSTALLER BOTTOM SWEEP LOCKACITVATED ONLY DURING HURRICANES(SEE NOTE B.SHT 1) Q_H�O_RI�ZONTAL SECTION WFIN(WOOD) O REFERENCE NOTES: 114'MAX.SHIM (A)SEE NOTE 10,SHT 1 sFA1AIaT BEHIND FIN � lei [B SEE NOTE 283,SHF 2 By II,STAL ER ��++ E[([C SEE NOTE 4,SHT 2 4 (E[SEE NCOiTTEE 6,SH 2 B UPDATED PER 2010 FBC 11/08/2011 TEF BY t�LLESREAWVT .• 1!4'MIN.EDGE DIST.(E) LUCAS A.TURNER,Fl P.E..58201 A JUPIDATED PER NEW FBC REQUIREMENTS 10710712008 2 0Y WOOO BUCK �pttNlttrtt WINDOW WRAP ;o+ SYOTHERS ��*t1tiy0RE{y t��it BY INSTALLER ti`r [AI 4�� P,.•....,��T4�,i 5 Z•.i ,�+► p��,.•V�OfiNy�+,+.�PZyr €UYIND ORS 1REly RSFIMEfHtQ INSTALLATION ANCHOR, : r No 58201 ;7t: 1900 SW 44TH AVE. #8 WOOD SCREW WITH WASHER .. (E) ,i;s ;*R ALA,FLORIDA 34474 ^^yy.y •r-p * ?LC: STAT,LATIONDETAIL FIN-LARGE MISSILE IMPACT BYOTUiERS �MIN.EMBEDMENT !" �" 0-0. STATE OF �5►ti 8100 PROPROARYAND COMPIDENTML 1/2 1 OF ON! q,F�.<O a 1ar•p��.!w� D OE VERTICALSECTION WINDOW SYYSTEAS`IN�C.�REPRODUCTIONI PART OR ASAWHOLSWITHOUTTHEE ',45 %0"••j,rc�k�`� �CStNGLEHUNG -CWS-155 FIN(WOOD) r� WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.ISPROHMITEO. Illist EV.L ER:B EE' BOFB Florida Building Code Online Page 1 of 2 IMP v F BC6 Fiane LogIn ltsarReMstratiar HaTapies Suhurr@Surdrarge Stats&Faets Publtm1f0t6 MC Sbtr BM Site Map Uns Search Businessk Professional r )u2L. ,c u."'°"a' Product Approval Menu>Product or Application Search>Application List>Applimtlan Detail FL# u FLi6736 Application Type New Code Version 2010LP .4Tvu''� r ti. Application Status proved'<-r Comments Archived Product Manufacturer Custom Window Systems Inc Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre5l@gmail.com Technical Representative Michael LaFevre## Address/Phone/Ematl 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 dedy@cws.cc Category Windows Subcategorytiorizoiita151ldertiz,= Compliance Method Evaluation Report from a Florid Architect or a Licensed Florida Professional Engineer r� 4 Evaluation Report-Hardcopy Rd Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 a Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE Validation Cheddist-Hardcopy R ed Certificate of Independence FL16736_RO_C0I_EvalRep CWS-871(HS-8 63,IMPACT).pdf Referenced Standard and Year(of Standard) Standa0d m Year AAMA/WDMA/CSA/1o1/I.S.2/A440-C)B /N 2008 ASTM E1300-04 x?, 2004 ASTM E1886-OS2005 ASTM E1996-06 -:0, 2006 PA/TAS 201/202/203 16 ` 1994 Equivalence of Product Standards Certified By haps://Www.floridabuilcling-org/lWpx app dtl.wpx?pmm--WGEVXQWtDqu80blD/o2fZm... 6/10/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FHC Approval 02/24/2014 Date Approved 02/26/2014 Date Revised 04/15/2015 Surnmary of Products FL# Model,_Number or Name Description `` - (Sb7361 F1S-82001PVC tioriiontal Slider {EIS-8200xPVC lioraottta)Slider;IMPACT,54 x,63 XOlor Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736_R0_1l_CWS-871A(HS-8200,74 x 63, Approved for use outside HVHZ:Yes IMPACIF).pcif Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-60 Created by Independent Third Party:Yes Other.Large Missile,74"x 631,DP+/-60 psf. Evaluation Reports FL16736_RO_AE_DuPont PVB NOA 13-0129_27.pdf FL16736_R0_AE EvalRep CWS-871A(HS-8200,74 x 63, IMPACT).pdf FL16736_R0_AE_Quanex(Mikron)NOA 12-1017_02.pdf Created by Independent Third Party:Yes .16734r �` HS'82a0 PVC Hairsnrna[:5tit#er iIS-8200 P1/C HoTrizonbl'$Iider;IMPACT;lii'x b_3' OX'� Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736_RO_II_CWS-869A(HS-8200, 111 x 63, Approved for use outside HVHZ:Yes IMPACi).pdf Impact Resistant-Yes Verified By:Lucas A.Turner 58201 Design Pressure:+601-60 Created by Independent Third Party:Yes Other.Large Missile,ill"x 631,DP+/-60 psf. Evaluation Reports FL16736_RO_AE_DuPont PVB NOA 13-0129_27.pdf FL16736_RO_AE_DuPont SGP NOA 11-0624_02.pdf FL16736_RO_AE_EvalRep CWS-869A(H5-8200, 111 x 63, IMPACT).pdf FL16736_RO_AE_Quanex(Mikron)NOA 12-1017_02.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee R.32399 Phone:850-487-1824 The State of Florida B an AA/®D employer.Copyright 2007-2013 State of Florida.::Privacy Slater!nt::Accessibility Statement::Refund Statement Under Florida law,ema0 addresses are public records.If you do not want your e-rre0 address released In response to a public-records request,do not send electronic mau to thio entity.rns6ead,contact the oteoe by phone or by traditional mat If you have any questions,please contact 850.487.1395."Pursuant to Section 455-WR1),Florida Statutes,effective October 1,2012 licensees licensed under Chapter 455,F.S.must pmvide the Department with an eirell address if they have one.The emalls provided may be used for of ficial communication with the 8eersee.However enau address are public record,if you do not wish to supply a personal address,please provide the Deparbrnent with an emall address which on be made available to the public To deterrrine H you are a licensee under Chapter 45S,F.S.,please dldc here. Product Approval Accepts: =.l. P-2-1 Er M ururitvx,.a i u;.. we- I https://www.flori&building-org/pr/pr app dfl.aspx?param=wGEVXQwtDqu8obl%2fEm... 6/10/2015 .t 1?0v� /ate 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 867A 2/2412014 r+ {;,�iR r.,..-.� Product Description: es 8200PVC>Iorxzo SlidecWan�dow'-urge Missile Impact (Wind Zone 3),XO oraOX-74°'x63'''unit size witYi design pressures 00;1-50 psf(Fin or FIange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code,not including the High Velocity Hurricane Zone or Wind Zone 4 areas. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-867A,signed and sealed by Lucas A. Turner,P.E. 2) Test Reports NCTL-210-3887-1B and-2B,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: ASTM E 1886 `02/04/05,ASTM E 1996 `04106109(large missile impacts in accordance with Wind Zone 3),and AAMIVWDMA/CSA 101/LS.2/A440 '08 3) Supplemental Calculations to support CWS-867A, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-867A. Limitations of Use: This product: • .May be used up to the sizes and daylight openings indicated in CWS-867A • Achieves design pressures of+/-50 psf * Is Large Missile impact resistant and does not require the use of shutters • May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas * Requires Dupont Butacite PVB Interlayer * Requires Quanex white rigid PVC frame extrusions Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. - No 58201 ��to 7 STAT OF 2!24/2014 r* �f; -,.*" Lucas A. Turner,P.E. "# ' + y`,► FL PE#58201 �'rrii� i #11 Lucas Turner 2014-02-24 15:47-05:00 j -d 9661699LL SSd19 30N3WW00 Wd66 :01 S102 60 add Lucas A. Turner,P.E.,MBA Evaluation Report 157B 2080 Mauve Terrace North Port,FL 34286 Ph.941-380-1574 December 7,2011 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact,74"x 54"unit size XO or OX,DP60 Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-157B,signed and sealed by Lucas A.Turner,P.E.on 12/7/11. 2) Test Report NCTL-210-3671-1,-1A,-2 and-2A,and NCTL-210-3433-2 and-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS-157B, signed and sealed by Lucas A. Turner,P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS-157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74"x 54"unit size,with max.glass daylight sizes as shown in CWS-157B • Achieves design pressures of+/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-157B,using Dupont PVB Interlayer per Miami-Dade N.O.A. #11-0624.01 • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A- 11-0830.09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��i1�lXl7pI7#L kow v No 58201 :�p 12/7/11 Lucas A. Turner,P.E. STATE OF i4u FL PE#58201 Lucas A.Tumer,P.E. 2011-12-07 12:57-05:00 *'*• **'` �`'4` 13"MAX O.C. W MAX— gyp) SEE NOTE 2 (TYP) 4"MAX ITYP) w MAX O.C. SEE NOTE S 6*MAX A L F (TYP) 4'MAX(I Tr) SWEEP LOCKS ONLY ENGAGED 14"MAXO.C. a" DURING HURRICANE. (TYP) SWEEP OCKS ONLY ENGAGED MAX O.C. LOCKS ARE LOCATED AT THE L (Typ) THIRD POINTS ALONG THE FRAME DURING HURRICANE, LOOKS ARE LOCATED AT THEE THIRD POINTS ALONG THE FRAME JAMB 0 x INSTALLATION ANCHORS TYP. INSTALLATION ANCHORS TYP. C A ANCHOR (FIN) Q .0 NAILING FIN(WOOD OPENING) ANCHOR LAYOUT-(FLANGE) RUFFIAME(MASONRY NOTES; 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SAME AS HEAD. 2,SHIM AS REQD;AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114*. USE SHIMS WHERE SPACE GREATER THAN 1110"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/18'DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF I IW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2'SHALL BE ACHIEVED IN EITHER DIRECTION. S.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF I IX INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4'SHALL BE ACHIEVED IN OTHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. slup PER 2010 FBC 111109/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FL P.E.68201 A JUPDATED PER NEW FBC REQUIREMENTS P710712008 8,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ?R ......... ....?011 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERON ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: e 1.*1 .% mWINDOWS&DOORS A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=OZ5(SOUTHERN PINE OR GREATER) o 58201 1900 SIN 44TH AVE. FLORIDA 34474, B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3.2W PSL OCALA f C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE I(OR GREATER). TILE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT %-'A- STATE 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE J* ERIES: RAWN BY: ATE: 82ao ADE 311612010 ORINSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT PROPRISTMYANDCOWIDEMM 12/7/11 401;�V'•...4 o A EL* NTS C S_ VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM w.. ......... PVC HORIZ_SLIDER=' CW 167 N FMAIAAMA 100(FIN WINDOWS),FMAfAAMA 200(FLANGE WINDOWS), WINDOW SYSTEMS.INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 1, 0 1,AAL 20F7 lIFMAJWDMA 250(BOXWINDOWS).FMAJAAMANVOMA300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOMWNDOW SYSTEMS,INC.15 PROKSITED. "OF# will 7/8°OVERALL 1/8°ANNEALED or TEMPERED 7/16'AIR SPACE 5116"LAMINATED 1/8"ANNEALED GLASS F090 DUPONT PVB INTERLAYER 1/8'ANNEALED GLASS 18 36 PURFECT GLAZE'If i I SIKAFLEX 552 GL 8 GLASS OSITE GLASS TYPE A FULL SIZE B UPDATED PER 2010 FBC 11/09/2011 LUCAS A.TURNER,FL P.E.58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ii P1yDRE6V,TG�� ti.JGP..��CfiAlg�.,�Q2; � wuvDOws&Doors v:41 No 58201 y73 L 1900 SW 44TH AVE. OCALA,FLORIDA 34474 STATE OF acv+ ITS` GLAZING-LARGE MISSILE IMPACT • SERIES: RAWN BY: ATE: 11612010 THE INFORMATION CONTAINED NLS ODRAWING IS THE COWIDESO E ROPERTY/7/11 OF CUSTOM ',Oj�l��`Q. R.... =' MODEL:8200 CALE: IDE G. o..IN NDOW (�,W�1$7 WRRTENPERMISSI,ONOFCU TOMWIINDOW SYSTEMS,INC IS PROHIBITED.OUT THE � I'1S11 NA,rGC�>>` PVC HORIZ.SLIDER REv.LETTER. B " 30F7 9 10 51 4 3 NTERIOR so 311 36 C=;=_ EXTERIOR is 5 4 34 1 1--s- SECTION B-B ------------ I FRAME HOOK LOC. 3 11 40 34 FRAME SASH CUP 8 TYPICAL VERTICAL SECTION I II NOTE:SHOWS FMD GLASS CUTAWAY 18 36 IMPACT HOOK SPACING: 1)HEAD HOOKS* EXTERIORINTERIOR Aj G"FROM UNIT EDGE TO EDGE OF HOOK, A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314% C)INNER HOOK 3 7/8-FROM EDGE OF MTG RAIL. 2)SASH CATCH: A el2-112"FROM SASH CORNER TO EDGE OF CATCH. A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER coo DETAIL C THAN OR EQUAL TO 613W.SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1W. 36 (HEAD IMPACT HOOKS) TP:DA:TED PER 2010 F8C 1110912011 CASA.TURNER,FL P.E.58201 A JUPDATED PER NEW FBC REQUIREMENTS 7107/2008 Y4OTE: ITEMS 23-26,32,33,41, 2A REUSED BUT NOT SHOWN FOR RE W ICLARITY. olts No 58201 1900 SIN 44TH AVE. FLORIDA 34474 OCA LA, 2 :ft. TL15: SECTION VIEWS&ALT.FIN FRAME LARGE MISSILE IMPACT SECTION VIEW C-C ER IES; FIN FRAME STATE OF J,.1 IS:8200 HAWN OT; ADE ATE: 3/16/2010 M., PROPRIETARYANDCOMPIDENTIAL 12/7/11 .......... MODEL:PVC HORIZ.SLIDER CALE* NTS CWS-1 57 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SECTION VIEW AA WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE EV.LETTER: B EET: WRITTEN PERMISSION OF CUSTOM WINDDW SYSTEMS,INC.IS PROHIBITED- lt lowit 40F7 Item Parti! Description Vendor Materials 1 K6031 Main Fr.,SH,w ft.,P/C,Head Mkron Ri ld P/C 1 2 3 4 31/8"--1 a f'-23116, SASH CORNER FRAME CORNER 2 K6031 Main Fr.,SH,w/FIg.,P/C,SII Won 3118• CONSTRUCTION CONSTRUCTION Rigid PJC 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L Jb. MWon Rigid PVC 1116" I % 4 11-6031 Main Fr.,SH,w/Fig.,PJC,R Jb. Won Rigid PJC 53 1 5/� 5 K1836 Meet.Rail,Fxd. Keymark Aluminum 211116" 1/16" 6 H 1497 Relnf.Sash Alloet Rail Keymark Akminum 3 9116' 7 K1699 Relnf.Sash FLIT Rail Keymark Alumnum p 7r=8 11.6004 Sash ToplBot.Rai MIOon Rigid PIC PVC SASH MTG.RAIL-6027 CORNER WELD 1/16" (ALLSIDES) CORNER WELD 9 K6027 Sash Meet.Rail,PVC Won Rigid P/CL � (ALL SIDES) 10 H-8028 Sash Side Rall Won Rigid PVC PVC FRAME FLANGE-6031 113116' FIXED MEETING RAIL 11 S-1498 Reinf.S.B.R/S.T.R Fbriz. Keymark Alurrinum �-ills' 1 15116•--{ SCREWED TOGETHER WITH OUTERFRAME 12 S-1556 Sash Catch Keymark Aluminum PVC FRAME FIN-6026 I 8 13 S-1577 Franne Catch,Head Keymark Aluminum ^ 1116" Y 1/16' 1516' `J 10 14 S-1776 Roller,track, Keymark Alurrinum 3116 --I 3/41 15/e° 15 S-6013 Scrn.Adapt,w/Nb,Horiz. Won Rigid PIC J—I 11 U L 16 1 S-6014 jScm.Adapt,Vert. Mkron ftid PVC �- 17 S-6063 Abet Rail Cover Won Rigid PVC O ALUM.S.B.RJS.S.R.-1498 PVC SASH TOP/BTM RAIL-6004 PVC SASH SIDE RAIL-6028 6 18 S-6064 Glaze Bead Mkron Rigid PVC 5 20 S-1112 Glazing Bead Keymark Aluminum 1/16" 21 83010 Bulb Vinyl w/Rigid Base,.350 FGgh Amesbury 1/16• 1/16° 1/4• 23 83029 Screen PIII Tab Hurley Steel 1 t 1/8" 16 518^ 5 s/16" 1 I 18 24 83033 Screen Spring,SS Fla Screen Stainless Steel 5.000 L 2118^ 7/8" 25 83113 Screw Support,PJC Team Mastic Rubber ALUM.SASH IMPACT HOOK4556 26 FL4638 #8 x 21/2'Ph TRUSS SMS Q rrtg rag Fastenal Steel IL 27 FL3118 Keeper,Sweep Lock Sullivan Zinc PVC SCREEN SUPPORT-6014 PVC GLAZEBEAD-8064 28 83166 Roller,Tandem NW Nylon ALUM FIXED RAIL-1836 29 FL3216 1 Screen Frame ABrretal Aluminum 0 30 83228 IScreen Spline,.155 Dia.,Blk Dapa p 5le" 1N6" 1 1/4' 14 32 P-3321 Screen Frame Corner Key Magnoila. Nylon 1/16' 33 83342 Seam Seater,SM 5504 Schnee Rubber PLAN VIEW � 1/2" ��15 L 34 83352 Set.Blk,85 Dur.,1/8"x 518"x 2"Lg. Frank Lowe Rubber 1116' 7/18• 35 FL3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab 36Purfect Glaze"H',SkaFlax 552 Henkel I Sika ALUM.SASH MTG.RAIL-1497 PVC SCREEN CATCH-6013 ALUM.ROLLER OLLER TRACK-1776 37 FL3511 #8 x 5/8"Pan Sq.THC,Wht. Fastenal Steel 15/16' 38 83541 #8 x 1/2"Screw,Frame Impact Catch Fastenal Steel 7/8" 11113 3f4' 7 39 83559 #8 x 3/8"Screw,Frame Irrpact Catch Fastenal Steel }_ 3" 7116" Lj 40 83581 Screen Cloth,18 x 16 Fiberglass Phffer Fiberglass ALUM,FRAME IMPACT HOOK-1577 41 83613 CWS LbL(logo) p 15116' a 1116, SCREW SUPPORT-3113 42 83738 HS-8200 Gold Cart Label,NFRC Tab,ImpactImo" 43 83752 Cap Rug,112'Fbla M&M Nylon PLAN VIEW ALUM.SASH REINF.-1699 44 PL3783 Lock,impact Interlock Zinc �- 9116' 45 83881 Temporary Lbl.(NFRCIDP) 1/16" B UPDATED PER 2010 FBC 11/09/2011 ' 1 �,718'•1 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 47 84051 #8 x 11/4,R1 FH TRC,Wht Fastenal Steel LUCAS A.TURNER,FL P.E.58201 48 84069 Keeper,Impact Sullivan Zinc 1 5118• 91L ,11pnrrgai�, 49 P-4479 Weep Cover Ny 50 PL4632 Sweep ockw/Flap SuUrvan Zinloa L ALUM GLAZE BEAD-1112 `444 q E Ns li,Q�� PVC FDCED RAIL COVER-6063 J �� '-`"WWD OILS 51 84633 1/2"Barrel fastener Fastenal Steel v� No 58201 ";� 1900 SW 44TH AVE. 52 Glass SEESHEEf3 Cardinal Cardinal yp OCALA,FLORIDA 34474 53 K6026 Main Fr.,SH,w/FPL Won Rigid PVC LL ALUMINUM EXTRUSION ARE 6063-T6 u: * aTITLE: EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT 54 83429 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab G9: STATE OF �� ry� SERIES: RAWN BY: ATE: F . 8200 ADE 3/16/2010 PROPRIETARY AND CONFIDENTIAL 12/7/11 � Q'" OTE: ITEMS19,22,31,46ARE THE INFORMATION CONTAIN ED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ,��j;'�S�.... G,`44 MODEL:PVCHORIZ.SLIDER CALF: 1.2 G. O: CWS-157 OTUSEDINTHISPRODUCT. WRITTTENPERMISSiONOFCUSTOMWINDOWSYSTEMSINC.ISPROHBmED OUT THE ��NA;�yA�� REV.LETTER: B FiEET: 50F7 SEALANT BETWEEN BUCK 1/4'MAX SHIM AND OPENING BY OTHERS—\\ (BI BOTTOM SWEEP LOCK ACITVATED ONLY BY OTHERS DURING HURRICANES, BY OTHERS 1 BY WOOD BUCK BY OTHERS[A) 1 318•MIN.EMBEDMENT INSTALLATION ANCHOR114•MAX SHIM (DI CONCRETE/MASONRY 3/16'DLA.MASONRY SCREW, y BY OTHERS W/WASHER THRU SCREW SUPPO [B] • 7/8'MIN.EDGE DIST. IGI :s _, @I SEALANT BETWEEN BUCK AND OPENING BY OTHERS y a �., INSTALLATION ANCHOR, �` #1D WOOD ANCHOR. ZAZ MIN.EDGE DIST. }•- I q li Wt WASHER THRU (CI 2112`MIN.EDGE DIST. +a a A SCREW SUPPORT[D] ICI 4'p A'-,-2 BY WOOD BUCK 1 1/4`MIN EMBEDMENT . ;. . p a e. a p p, (A)OTHERS. [CI �. .• a• o-. e a. ;ti4,r a. SEALANT BETWEEN •r, w•p,••,.•• BUCK AND OPENING • 1 BYWOOD BUCK {' SEALAN78EHIND t BY OTHERS 1 114•MIN.EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLER EXTERIOR FINISH BY OTHERS(A] PERIMETER SEALANT BY OTHERS [C] BY INSTALLER EXTERIOR FINISH 8Y INSTAELER BY OTHERS EXTERIOR FINISH PERIMETER SEALANT 114"MAX SHIM BY OTHERS C HORIZONTAL SECTION BY INSTALLER CBI (2- )HORIZONTAL SECTION 6 FRAME(WOOD) SEALANT BEHIND FRAME(MASONRY) FLANGE BY OTE: EAD AND MSB INSTALLER i IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR,3/16'DIA. INSTALLATION ANCHOR,3116"DIA, MASONRY SCREW W/WASHER MASONRY SCREW W/NEOPRENE THRU SCREW SUPPORT[C] BACKED WASHER THRU SCREW SEALANT BEHIND SUPPORT(C] • FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER i PERIMETER SEALANT 174`MAX SHIM INSTALLATION ANCHOR, DIA. MASONRY SCREW wMEOPRERENE BY INSTALLER IBIl� IPM� BACKED SUPPORT(CI HER THRU SCREW EXTERIOR ERFINISH D , °• °. ° • ° D SEALANT BEHIND SEALANT UNDER SCREW CONGRETEIMASONRY - * D ° D• o •D. o FLANGE BY HEAD BY INSTALLER BY OTHERS D D °' t, o' ° v D °>: ° INSTALLER - °' ° Q 1 1W MIN EMBEDMENT HIGH STRENGTH STRUCTURAL D` ° .D ` °D• o D D o D D D D D D [CI REFERENCE NOTES: PERIMETER SEALANT GROUT BY OTHERS °D ° D. o" °D, .0t. D °• - °• r °• ° BY INSTALLER D o • ° nD D D po D° Do D o - ° 1131 SEE NOTE 283,SEENOTE SHT z 114'MAXHIM �" (C]SEE NOTE 4,SHT 2 EXTERIOR FINISH - 1131 r•—2_1!2"MIN,EDGE DIST. BY OTHERS N .N. ••., . .• ALTERNATE PRECAST SILL DETAIL (CI [JEII SEE NO E 8,SHT 2 y.,��a,•ti.+. O•a • R SILL STOOL FRAME(MASONRY) a• ape:p, BY OTHERS B UPDATED PER 2010 FBC 11/0912011 a. •o- USE SOLID WOOD LUCAS A.TURNER.FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 • o-�p'D�'�p1,D.�� a. ,D•D D• .a•D. —'7-`�. p; a.. a.• O•. a••.a.p.•,.p�a• e a••a p `, O••a •O"• aO••a. •'• SUPPORT TO MAKE ♦�, �x„tilalau•.p•.8,1,O A. 1 t� LEVEL,SILL $ 0? 4 r' T �/ ,C?1G`;�'W''•� ` a+ • 'e D: •o-•D••O •:•D, • 1114"MIN EMBEDMENT y,�O .�1G£t4DOORS �(GI .,v Na 55209 1900 SW 44TH AVE. CONCRETE/MASONRY *: ;*C OCALA,FLORIDA 34474 BY OTHERS 2112,MIN.EDGE DIST. Z.0: * ;iC� y STATE OF TITLE: INSTALLATION THRU FRAME DETAIL-LARGE MISSILE IMPACT �� C9; .49, .0; •tu: FERES: RAWNBY: VHEET; 10 A VERTI (MASDNRY) THE INFORMATION CONTAIN D IN THIS DRAWING ISMEECTION PROPRISTARYAND E SOLE PROPERTY/OP USTOM '��S ��R 1pO��, EL:82O0 SCALE: N�S N0.: CWS-157 6 FRAME �4 C� ; PVC HORIZ.SLIDER WITHWRITTEN PERMISSION OF CUSTOM WINDOIW SYSTEMS,INC.IS ROH OITED,O�TME `,��IJj� ASW ��*s REV.LETTER: B 6 OF 7 SHEATHING — 1 112•MIN.EMBEDMENT BY OTHERS [El EXTERIOR FINISHINSTALLATION ANCHOR, BY OTHERS #B WOOD SCREW a.�°.�� W/WASHER. SEALANT BEHIND FIN o,w [El BYINSTALLER Via. o. 2 BY WOOD BUCK WINDOW WRAP ,d; BYOTHERS BY INSTALLER —� eti [A] of�o; PERIMETER SEALANT BYINSTALLER 7L MIN EDGE DIST 2 BY WOOD BUCK 1!MIN EDGE DIST 1/4'MAX SHIM BY OTHERS [El [B] [A] 1/4"MAX SHIM IS] INSTALLATION ANCHOR, #8 WOOD SCREW W/WASHER [El 1 1/2•MIN.EMBEDMENT (E] r SHEATHING BY OTHERS d:16°O'e°. ti. EXTERIOR FINISH o o BY OTHERS d WINDOW WRAP SEALANT BEHIND FIN BY INSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER 114"MAX SHIM SEALANT BEHIND FIN (8] REFERENCE NOTES: BYINSTALLER IW MIN EDGE DIST eHORIZONTAL SECTION [A]SEE NOTE 10,SHT 1 PERIMETER SEALANT •°• [El 7 FIN(WOOD) CI SEE NOTE SEE NOTE 2a4,BHT 2 BYINSTALLER °b°'� [D]SEE NOTE 5,ENT 2 [E]SEE NOTE 6,BHT 2 It 2 BY SUCK B UPDATED PER 2010 FBC 11/09/2011 WINDOW WRAP op•O° LUCAS A.TURNER,FL P.E.68201 A UPDATED PER NEW FBC REQUIREMENTS 7I07/2008 BYINSTALLER BY OTHERS (A) EXTERIOR FINISH •A,i. ,1,t 11�1T��ryttttt BYOTHERS °O'o.°' INSTALLATION ANCHOR, ,,��yP�IORE�yTG�� o• #8 WOOD SCREW �� P,.•'tCE/Yg'•.•!Q �� ki„,.+�r•li��4L(f(�DL w/WASHER �'JG�' F ;'��; ”W WDOWS&DOORS SHEATHING 1900 SW 44TH AVE. BY OTHERS [ VZ MIN.EMBEDMENT :*; * S OCALA,FLORIDA 34474 TITLE: INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT STATE SERIES: RAWN BY: ATE: E VERTICAL SECTION PROPRIETARYANDCO*lDENTIAL 12/7/11 0";o%:° 4;.'=: 8200 ADE 3/16/2010 \Z_,/FIN(WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �j�tSS4 MODEL:PVC HORIZ.SLIDER CALE: NTS Cu.NO.:IN NDOW CWS-15'7 WRITTEN ERMIS ION OF USTOM WINDOW SYSTEMS,,IINC IS ROH B ED.OUT THE tttt//014 044 1�ti*, REV•LETER: B HEET: 7 OF 7 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 N � Date: Product Sub Category Manufacturer Product Name Category _. . �' `t'r�'a;F' Got�;p�attoh�-� r�;`•'�;�5m�atl�lSta�" "'Fibei:Cl`'s'c"�.:,� °` `:° Exteri r 1181ridusti...Drive "Classic Craft & Classic Craft Rustic" Exterior'Do"tsr' ?' oors r mac. Edgerton, Fibelass Dor ,OH 43517 Glazed r o d;.� Assq�rtlilies 9 �,�., g .,� . Phone 419.298.1740 1OutaylRn—' hri_a&Y•r; Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.for Therma Tru Corporation based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval,Department of Business &Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This.product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements excluding the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-7347.3 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-7347.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 06-0718-1 ANSI/AAMA/NWWDA 101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. ASTM E1996/1886-02 NCTL 210-2060-4,5,6 TAS 201-94,202-94&203-94 NCTL Barry Portnoy,P.E. (S)(C)(1)(F) W 2. Miami Dade NOA Materials Testing 08-0206.01 Saflex HP Glass Interlayer 3. Drawing No. Prepared by Signed&Sealed by No.FL-7347.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Sinned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying t .The a Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/I 17 20 and Guide 53. ?s r C 7 r Lyndon F.Schmidt,P.E. FL PE No.43409 ; 6/21/2012 ' PF 986 Sheet 1 of 1 Florida Building Code Online Page 1 of 3 }y Florida Lh prin ent! BCIS Home Log In ; User Registration i Hot Topics ; Submit Surcharge i Stats&Facts i Publications ; FBC Staff i BCIS Site Map i Links ; Search Busines . , �UERPtal SSI Product Regulation 11�f!,111�!! Product Anorovai Menu>Product or Application Search>Application List>Application History>Application Detail a � �Y^M. ", .`� ,• FL# FL1347 RA3 d tea&: - r� Application Type �A(fixrmal;i6 Code Version 2010 PP 9;:P _y Application Status 4A. rov d may' Comments Archived Product Manufacturer Thema-7�ru`Cgr�toratto0 Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com 4 Technical Representative Address/Phone/Email ~ Quality Assurance Representative Address/Phone/Email Category Exter or Doors�j SubcategorySwmgingExt`erlor Do F les' _ Compliance Method +. Evaluation Report fro "rdeceived gistered Architect or a Licensed Florida Professyper l Evaluation Report- Florida Engineer or Architect Name who developed the Wendell W. Haney Evaluation Report Florida License PE-54158 �s Quality Assurance Entity National Accreditation andCgrt�Cnt Institute Quality Assurance Contract Expiration Date 12/31/2012` Validated By L.F.Schmidt,P.E. Validation Checklist-Hard y Re, ved Certificate of Independence FL7347 R3 COI CERT OF INDEEf f Referenced Standard and Year(of Standard) Standard Year Accepted Engineering Practice 2007 ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 ASTM E1886/E1996 2002 TAS 201,202,203 1994 , Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtg02Sx..pd6... 6/10/2015 Florida Building Code Online Page 2 of 3 PI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ""/N/A FL7347 R3 COC FL 7347 AFFIRMATION OF CONFORMANCE 2010 FBC.odf Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 02/26/2012 Date Pending FBC Approval Date Approved 03/12/2012 Date Revised 06/18/2012 Summary of Produ cts FL# Model, Number or Name Description 7347.1 a."FlberClassic","SmoothStar", 3'0 x 6'8"Impact"Glazed Fiberglass Single Door(X)- "ClassicCraft"or"ClassicCraft Inswing or Outswing Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL 47 R II INST 73h7.lp(Jf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney,P.E. 54158 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7347.1 for Design Pressure Ratings by FL7347 R3 AE EVAL 7347.1.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. a' cxG-�y`ry fif..z R ^+roaa..a• 7347.2 b. "FiberClassic","SmoothStar", 3 Ox 6,8 roIm'pacf�Glazeiber� sS)n Ie Doorwth _3 ClassicCraft"or"ClassicCraft i e i e;(OXfo-XO) i`nswingf. Outswmg Rustic" "�� Limits of Use Installation Instructions Approved for use in HVHZ: No FL7347 R3 II INST 7347.2.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney,P.E. 54158 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: See INST 7347.2 for Design Pressure Ratings by FL7347 R3 AE EVAL_7347.2.1)df specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. 7347.3 c."FlberClassic","SmoothStar", 3'0 x 6'8"Impact"Glazed Fiberglass Single Door with "ClassicCraft"or"ClassicCraft Sidelites(OXO)-Inswing or Outswing Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7347 R3 II INST 7347.3.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney,P.E. 54158 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7347.3 for Design Pressure Ratings by FL7347 R3 AE EVAL 7347.3.12df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 7347.4 d. "FiberClassic","SmoothStar", 60 x 6'8"Impact"Glazed Fiberglass Double Door(XX)- "ClassicCraft"or"ClassicCraft Inswing or Outswing Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7347 R3 II INST 7347.4.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney,P.E. 54158 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7347.4 for Design Pressure Ratings by FL7347 R3 AE EVAL.7347.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 7347.5 e."FlberClassic","SmoothStar", 6'0 x 6'8"Impact"Glazed Fiberglass Double Door with "ClassicCraft"or"ClassicCraft Sidelites(OXXO)-Inswing or Outswing Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7347 R3 II INST 7347.5. f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney,P.E. 54158 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtg02SX pd6... 6/10/2015 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 7347.5 for Design Pressure Ratings by FL7347 R3 AE EVAL 7347.5.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. Back Next Contact Us::loan North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: i9_1 Rig securit als:nuc^ https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgO2Sx4jpd6... 6/10/2015 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. We ndell R:\Admin Docs\Docs from Receptionist Desk\Ivlisc RWBC Docs\Certificate of Independence.doc Sheet I of 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valnco,FL 33595 Phone 813.659.0197 Florida Board of Professional Engineers Certificate of Authorization No.9813 February 24,2012 RE: Fulda P oduc"tfip nova Fl Y,-7347 RI Product Evaluation Reports and Drawings(1La 7347:1 m734�7�5} ,. Swinging Exterior Door Assemblies for Th a=Tru Corporation To Whom It May Concern: Affirmation of Conformance to the 2010 Florida Building Code The products referenced above in this Product Approval were previously approved and found in conformance to the 2007 Florida Building Code(FBC). In addition,RW Building Consultants and Lyndon F.Schmidt.P.E. have detennined that these products are also found to be in conformance to the 2010 FBC. The Product Evaluation Report(s)and Installation Drawing(s)remain unchanged. m No 43409 '®# s m � STATE OF Lyndon F. Schmidt P.E. FL No.43409 RW Building Consultants, Inc. CA No.9813 e m THERMANTRU Vt O� O O THERMA TRU DOORSz�oo .W 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 113.25'MAX.OVERALL N>°h o TEL. (419)29B-17413 FRAME WIDTH 'MAX. 8 37.75'MAX. F3RAME 7.76WIDTH x?o L II 11 II II FRAME WIDTH ISIDELITE) SMOOTH STAR", FIBER CLASSIC".. u as m°u "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" ---PANELW°HP36.00, (SELU) 3 GLAZED FIBERGLASS DOOR OUTSWING o O WZ .,iMPAcr, 9 !E z GENERAL NOTESMw ED w = a ¢v 1. This product has been evaluated and Is in compliance with the 2007 Florida Building Code(FBC) O V Oo W w structural requirements excluding the"High Velocity Hurricane Zond'(HVHZ). 4 A /� < o �I Of 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base O = a W material shall be beyond wall dressing or stucco. y < a 3. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product y a o complies with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. aD / / /�� m This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a Z Q licensed engineer or registered architect. 0 'SMOOTH STAR","FIBER CLASSIC" TABLE OF CONTENTS "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" SHEET# DESCRIPTION 1 Typical elevations,design pressures&general notes 2 Door panel construction details&glaring detal'Smooth Star 3 Sidelte panel construction details&.gl®ng detal"Smooth Star' o= g 4 Door panel construction details&glazing detail"Fiber Classic" a 71 5 Siderite panel construction details&glazing detail"Fiber Classic" t4 5 8 6 Door panel construction details&glazing detail"Classic Craft&Ctassic Craft Rustic" i a 7 Sidelte panel construction details&glaring detail"Classic Craft&Classic Craft Rustic" u 8 Horizontal cross sections D�/ERACC faYERARAIG UESIGtQPRESSURE(FSF Mhc 41 17108 z 9 Vertical cross sections SWINE PSE OOOOS�fOE pjSifillTl i�fEGATIUE � N.T.S. 9 8 10 Vertical cross sections pTME1 fSfCSAf owc.ar: AL m n a 11 Buck anchoring-2X buck masonry construction OUTSWING 113.25'x 82.00" 21.00"x 63.25" +49.2 -50.0 ma.e+'. WWH 3 12 Frame anchoring-2X buck masonry construction 13 Frame anchoring-1X buck masonry constructionDp"" No... m Y 14 Bill of Materials&Components EL=7.347.3= as 5 ,slxror114 B I G1 46 41 �m EXTERIOR _ —Z z J 0 m 43 _ � Zm=Eb 3 44 n m a INTERIOR 47 1 9 ti�3 21.00'MAX. 2 ,� c D.L.O. 2 4 3 0 2 2 1 HORIZONTAL CROSS SECTION 2 3 0 � JJ N 1aJ 4J / DO CELLULAR I i5 r w GLAZING GLASS BITE 1 1"THK• �m w ie � GLASS Prl� TAPE " 0 1/8"TEMPERED �w 033 xQ EXTERIOR GLASS �I o p 1, AIR SPACE o rv p 2 5/32"ANNEALED EXTERIOR INTERIOR ca: a ai GLASS / .090'INTERLAYER Gl m INTERIOR (BY SOLUTIA) 2 DOW 995 1/8 ANNEALED E OR 4 GLASS SIKA 552 SWIGGLE GLAZING o D 3 SPACER 4 0 DOOR PANEL 40 Smooth stor GI GLAZING DETAIL J 9 11.183" I`—2.375' �{ 1.183, M:0 z � T � �• 41 U 45 4/17/08 o SCALE N.T.S. owc. BY. AL m @ 42 DOOR TOP RAIL 45 DOOR BTM.RAIL HINGE STILE 47 LOCK BLOCK LATCH Si1LE cwc 13y. WWH 3 MIN.103/8" oxwvnHc uo.: 2 VERTICAL CROSS SECTION FL_7347.3 0 2 N SHEET 2 OF 14 3 Y 1 G1 ., 5 EXTERIOR 1 a W= z - 7/ EXTERIOR 46 lJ m a U e - Zom�z r 7 i o a O z U Z Z 3 z E _ P 71 a ma`am°u INTERIOR 1 s z 3 2 4 3 2 ( i; ilia 0 HORIZONTAL CROSS SECTION 3 3 0 Ln o 21.00"MM. o �¢ D.L.O. 1/2" w� 2 CELLULAR GLASS BITE 1 1"THK• w m � 3 GLAZING TA E GLASS Lu N 1/8"TEMPERED irW o EXTERIOR I GLASS / AIR SPACE o o 5/37'ANNEALED EXTERIOR INTERIOR a a GLASS Q 090"INTERLAYER m o INTERIOR 4 (BYSOLUTIA) G1 1 DOW 995 2 1/8"ANNEALED N v 3 OR 4 GLASS SIKA552 SWIGGLE GLAZING / 3 SPACER 4 N z 5 i// Gl GLAZING DETAIL � t Of o P u 0.656" m 7D SIDELDEPANEL '1 r "v _ F Srrrooth star m 1.54" w z o �1.54„� I t:t' o m _ K; ,•rr, Doh: 4/17/08 i sCALM N.T.S. . DM er: AL m 71 SIDELffE STILE72 SIDELIiE IOP RAIL 73 SIDELITE BiM.RAIL ixac EM AL 3 2VERTICAL CROSS SECTION DrUvn O.: 0 3 0 S SHEET_L of 14 1 Gl ,. "�ti5vrr„ � 'mnH m 52 i„ smN� $1 ,�.9 m 56 EXTERIOR 56 `r" -_�_ 53 �, �roa�o _ - c ZmZ2a�; 54 INTERIOR 21.00"MAX. D.L.O. 2 4 3 2 ( S 2 a 4 1 HORIZONTAL CROSS SECTION 4 3 0 O Ley` 1O / �En m.t CELLULAR GLASS BITE 1"THK• w GLAZING 1 § �_23 t GLASS rr94 �� TAPE wri �' a,_ ; p 1/8"TEMPERED �p c, X EXTERIOR GLASS cc W11: O 1 AIR SPACE OI � r� O 4 5/32"ANNEALED EXTERIOR INTERIOR a a GLASS / .090"INTERLAYER rm INTERIOR 4 (BY SOLUTIA) Gl 2 8 DOW 995 1/8"ANNEALED e OR 4 GLASS (� p SIKA 552 SWIGGLE GLAZING �f 3 SPACER 4 z ^ DOOR PANEL 50 Fiber classic G1 GLAZING DETAIL t a 1.21V2.375' 1.210" I�— o 1.54"� 1 x1.54 Ell ju i' Lq 11DATE 4/17/08 z T f er;=r?_:s:., 55 sriE N.T.S. AL 2 52 DOOR TOP RAIL 55 DOOR 87M.RAIL HINGE S71LE 57 LOCK BLOCK 53 LATCH STYLE cmc.BY. W m MIN.103/8" cmc WWF1 m �21 VERTICAL CROSS SEC71ON m ot+�w:Hc Ho.: 4 FL-7347.3 0 3 sHEEf 4 or 14 N e e dm I GI 3 e 56 EXTERIOR i." •' i.:.::':'.. .. ',. .. '.:... ...: . N 717 d 81 boa at 81 _ o •z° 89 00 a mda m°o v" INTERIOR 1 ? z z 21.00"MAX. 2 D.L.O. 4 3 u 2 S 5 1 HORIZONTAL CROSS SECTION 5 3 0 S . CELLULAR GLA SS"BITE GLAZING 1 GLASSW m a- TAPE W, -IVIN c�,v 0 1/8"TEMPERED EXTERIOR GLASS o 1 AIR SPACE o 13 o r 5 5/3ANNEALED EXTERIOR INTERIOR a 2" a GLASS / 090"INTERLAYER m INTERIOR (BY SOLUTIA) G1 2 9 DOW 995 1/B"ANNEALED s OR 4. GLASS (� n D SIKH 552 SWIGGLE GLAZING �f 3 SPACER 4 Z SIDE PANEL o y 80 FibeELRr classic G 1 GLAZING DETAIL rn 5 I 0.656' _- z T µ La z h T o 1.54"�� = lz z 5 —7t ''r. Dam: 4/17/08 = g 82 N.T.S. OWG.B,: AL m 2 SIDELfiE STILE SIDELRE TOP 6 BOTTOM RAIL 81 82 cNR.ar. WWH ; 2 VERTICAL CROSS SECTION DRAWING NO.: m 5 FL-7347.3 M. SHM 5 OF 14 ON r RnA-ProjectslProject Folders\Proj 901-1000\pf986\FL-7347\FL-7347.1-.S.dwg,Model 63.25"MAX.D.L.O. 4 1.484" c o 0o \� —I- Trn P N 0 0 —1 �• 0 8 a A 1.484" �— a I a m F Z M D z C �rt Z M M 5 MG)PO f) w O m m x O ;v A p p O Fi+ can O ;a ;;v w ri A � A 5 N O O � Z n n 0.957'� D n w v titi O A n I(7 ^m 0 !"hid A V-E1 5 q < 5- rm s 0? y?, Z yZ OQ s Z n rt� m O 4 m � v --{0.952" 3 YtM1Y'J1 n a w a P m n QQ m o A N Z N A A w N T PRODUCT: Document. Prepared By: �` B BUILDING CONSULTANTS, INC. �1 THERMA—TRU ��,pp j GLAZED FIBERGLASS DOOR J1 P.O. Box 230 Vairico FL. 33595 01 \ Phone No.: 813.659.9197 (n`��• o PART OR ASSEMBLY: ? Florida Board of Profeaelonal Engineers �. y V In Certifleata O!Authorizat o. 9813 DATE BY DOOR PANEL DETAILS � I 4,2 Z•� REVISIONS & GLAZING DETAIL w"endejl w. Ro y P.E, o. $4158 ®20013 N.W.BUILDING CONSULTANTS INC. I G1 bb EXTERIOR m a Z Z `f onm D w• a e 5 91 zmz2a ; INTERIOR s o mdam" 2 4 3 1 2 E r!u 21.0HORIZONTAL CROSS SECTION D..L.O.O. � 2 7 3 0 o <� W� CELLULAR GLASS gITE 1 1"THK• �w m GLAZING W w GLASS O / TAPE 1/8"TEMPERED EXTERIOR GLASS AIR SPACE of rn X 1 5/32"ANNEALED EXTERIOR INTERIOR �a a N v GLASS ,.5 .090"INTERLAYER m / INTERIOR (BY SOLUTIA) G7 3 L �/ DOW 995 2 1/8"ANNEALED T OR 4 GLASS SIKA 552 SWIGGLE GLAZING 3 SPACER 4 z p o GLAZING DETAIL � ' ' 90 SIDELREPANEL Gi � Classic waft 8 rustic S ri 3 I�0.656' n r Dire 4/17/08 = 92 -kE N.T.S. `v'sd3z:,n:• DWG.Br: AL m '- 91 SIDELUE STILE 92 SIDELITE TOP 8 BOTTOM RAIL cwc er. WWH 3 S �1 VERTICAL CROSS SECTION DH'` NG HD m FL-7347.3 °o c sHEEr 7 OF 14 R:\A-Projects\Project Folders\Prof 901-1000\pf986\FL-7347\FL-7347.1-.S.dwg,Model I"MIN.FROM I"MIN.FROM �-MASONRY EDGE MASONRY EDGE y� 1 (TYP.) I (TYP.) m d a e e ' d A Q _ v 00 Z 0 O n � W N n N o r O O Q to ►ny O O V W 0 z � r m m 0 0o w pp O N O O I Z 3 Q Z N oaf, 1' r M1 Acf 'Dy v `r — rn � .o Z m m O O �;mv P A�x-Z•1 O O ��C n A r Z X o o 0 � � (D 00 nQ rn 0 m CAW n O V D in P 00 O N 30 N o e s m l7� V .. e ' �n r N T� 2-1/2"MIN.FROM 2-1/2"MIN.FROM o m o +f MASONRY EDGE MASONRY EDGE o O >Z v z (TYP.) (TYP.) 3 t" lT y m O Ca V O O O g $ PRODUCT: oacumente Prepand By: THERMA—TRU BUILDING CONSULTANTS, INC. °1 4+ GLAZED FIBERGLASS DOOR � P,o. Boa 23o votrico FL s359s I� v _ Phone No.: 813.859.9197 o •Wp`' y y V PART OR ASSEMBLY: Florida Board of Profe��Io I Engineer _ v F (n Certifloate 01 Authartza n No.OB13 I1' Co NO DATE BY HORIZONTAL )j4/�li� REVISIONS CROSS SECTIONS Wei ndell 1 e. p,E No 8458 ®21308 R.W.BUILCINC CONBULTANTB INC. I"MIN.FROM I"MIN.FROM —MASONRY EDGE MASONRY EDGE n m (TYP.) (1YP.) 2-1/2"MIN.FROM 2-1/2"MIN.FROM ° MASONRY EDGE—+ MASONRY EDGE o E << (TYP.) (TYP.) ° . m>ri mo D ° E ° ° s e, m V H•,R o d 8 9m�Eo. ; o� `. Y 19 u� C i rL r4 �m u 60 50 60 50 40 ` 1^ 40 19 0 7 n z a 7 o y oU� Z 8 EXTERIOR INTERIOR 8 Q� INTERIOR EXTERIOR I E f� w m >y LU o 1 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION �,o„ `� Ce 9 Outswing configuration \,2.j Shown w/1 X sub-buck substituting o concrete screws for wood screws per o C_, Section 1714.5.4.2 of the FBC a a r m i EXTERIOR INTERIOR 6050 18 N z 40 Zi f� of m E 7W U 3 ' IF 2-1/2"MIN.FROM 2-1/2"MIN.FROM z lz a MASONRY EDGE MASONRY EDGE DATE: 4117108 z 1 TYP. o( 1 N.T.S. =VERTICA!CROSS SECTION •�= AL m' 19 Qu tswmgxonfigurdhon CHIC En: WHDRAWING NO.: 3 m FL-7347.3 o SHEET_,L OF 14 N I"MIN.FROM 1"MIN.FROM -+f-MASONRY EDGE MASONRY EDGE n (TYP.) (TYP.) 2-1/2"MIN.FROM 2-1/2"MIN.FROM E v - ��MASONRY EDGE MASONRY EDGE -z° i n .. .° o •.o Dom 2z a D m � za - B - c C 7 A C zr33 90 80 19 90 80 1 o U 70 19 w 70 24 0 L �n Z 0_ M M 24 U EXTERIOR INTERIOR mcn o EXTERIOR INTERIOR J C.31� m � �CIn0 �N (T*�VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 10 10 Shown w/1X sub-buck substituting o concrete screws for wood screws per Section 1714.5.42 of the FBC " a a a r EXTERIOR INTERIOR m 90 80 70 V) z Ln0 r 23 M 18 Ix 71 E D m e: z m 3 n z m T z 2-1/2"MIN.FROM�2-1/2"MIN.FROM t .z. c°i e f�MASONRY EDGE MASONRY EDGE—� DAM 4/1 V08 = (TYP.) (TYP.) sru� N.T.S. m 3 VERTICAL CROSS SECTION DWG.81'. A m 1Q Outswingconfiguration CHK WWH 3 DRAWING NO- rc FL-7347.3 0 SHM 10 or 14 N e e • • 8u � � m W m�N ��lCj1 O 2 f.ttlWl Oo 0 e °o o d III o�meIII � on••a5 o v 00. _ III III a 9m` o 3 d D as o 1 \ ` TYP.HEAD III III &JAMBS III III MASONRY7 SEE NOTE I II� �II OPENING FRAME III SHOWN FOR III o III REFERENCE 2X BUCK III III IIIw W� x °v U III III m m K III III a a III III m III III 8 f _b v Z O D n BUCK ANCHORING P Jn LL u s NOTES: w z a 1. 1/4"Elco Concrete screws anchoring Dc buck require a minimum 1"clearance to masonry edges,a 1-1/4"minimum embedment and a 2 minimum 4"clearance to adjacent concrete screws.Substitution of equal concrete screws from a different supplier may have different o 0 edge distance and center distance requirements.Concrete screw locations at the comers and mullions may be adjusted to maintain Z a d the minimum edge distance to mortar joints.If Concrete screw locations noted as"MAX.ON CENTER"must be adjusted to maintain the wh 4/17/08 i S minimum edge distance to mortarjoints,additional Concrete screws may be required to ensure the maximum on center dimension isswe N.T.S. ° not exceeded. DWG.er: AL m a ax.BY. WWH 3 DRAVANG Na: FL-7347.3 0 a 5 SHEET 11 of 14 c 3" e m N 611�� 6.. Zn wm�,m . � n I II II 11 II I I �oio°o o;m'eo 12 � oa••a« TYP.@ JAMB o 3 MASONRY TO JAMB X w "' a m D4 a m u OPENING _ �c ^U {� ru FRAME 12 — of z0 Q u V 0 u, — TYP.@ JAMB — ��=z TO JAMB _ — z o N L O 2X BUCK $U o c�O SEE NOTE 1 _ p SEE NOTE 1 — �ty ?2 OV 1W m "z r r t i r r i I� II L" 16" U O U a a m HINGE JAMB FRAME ANCHORING STRIKE JAMB Mosonry 2X buck construction m i rn z 0 ? rn 28 9 ° NOTES: 10 6 10 3 1. 1/4"ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2"clearance toz 10 = W masonry edges,a 1-1/4"minimum embedment and a minimum 3"clearance to adjacent KO 9 concrete screws. Substitution of equal concrete screws from a different supplier may have 10 m ,^ different edge distance and center distance requirements. Concrete screw locations at the o 0 comers and mullions maybe adjusted to maintain the minimum edge distance to mortarjoints.If Concrete screw locations noted as"MAX.ON CENTER"must be adjusted to maintain the DATE. 4117108 ? minimum edge distance to mortarjoints,additional Concrete screws may be required to ensure sr„c. N.T.S. D J the maximum on center dimension is not exceeded. LATCH 8 DEADBOLT DETAIL HINGE DETAIL DM.an AL ra m 56 CHK.BY: WWH 3 DPAMG HDJ a FL-7347.3 om° S sHErr 12 of 14 n 2 X o z _ _— -- 11 _ '�w �ct Noamm�>�amaxmmzaI•°ol:w zn i PMB MASONRY TYP,HEAD g OJAMB OPENING JAMBS SEE NOTE 1 h B FRAME 1Q — ^0O 0 $ 0 W w — TYP.@ JAMB v=? TO JAMB — w ,� a= 1X BUCK — o v op mo � O — o SEE NOTE 1 — p SEE NOTE 1 — XM N Z� — J �O Rial 2E o c, a a HINGE JAMB FRAME ANCHORING STRIKE JAMB } Masonry 1 X buck construction m 8 f 3 - V) O � W m 28 H 9 — K NOTES: s 10 1. 1/4"ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2"clearance to masonry 10 z edges,a 1-1/4"minimum embedment and a minimum 3"clearance to adjacent concrete screws. K o Substitution of equal concrete screws from a different supplier may have different edge distance and 10 z 6 center distance requirements. Concrete screw locations at the comers and mullions may be adjusted z r to maintain the minimum edge distance to mortar joints.If Concrete screw locations noted as"MAX. 2] o ON CENTER"must be adjusted to maintain the minimum edge distance to mortar joints,additional ah 4/17/08 ? S Concrete screws may be required to ensure the maximum on center dimension is not exceeded. SCALE: N.T.S. ° LATCH 3 DEADBOLTDETAIL HINGE DETAIL M.ar: AL m' e c)oc BY. WWH 3 DRAWING NO.: D' M FL-7347.3 0 g SHEET 'I3 OF 14 K BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL p m A 1 X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065'THICKNESSSMO i n E C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE r -w d c D 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 43 LATCH STILE I o°of o z z MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 44 HINGE STILE SG>=0.42 LVL WOOD WOOD 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL WOOD o.m e o F 1/4"X 1-3/4"PFH TV CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM o*$; G 3/16!'X 3-IX PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT 'e z m. ` 3 H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC WOOD °n 3 d e o S o I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SMIN 0. KIN 065' NESS THICKn m d a m 9 J 1(4"X 3.3/4"PFH ITW CONCRETE SCREW n E STEEL 52 TOP RAIL COMPOSITE a a K #8 X 2-1/2"PFH WOOD SCREW STEEL 53 LATCH STILE LVL WOOD o �� L #10 X 2-117'PFH WOOD SCREW STEEL 54 HINGE STILE SG>=0.42 WOOD M #9 X 2-1/2"PFH SCREW STEEL 55 BOTTOM RAIL COMPOSITE 1 EXTERIOR LITE FRAME 6063-T6 ALUMINUM 56 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM Q 2 INTERIOR LTTE FRAME 6063-T6ALUMINUM 57 LOCK BLOCK REINFORCEMENT WOOD o as 3 LITE FRAME TRIM PVC 6 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC 4 #10X 1-1/2"PFH SCREW STEEL 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC 7 MEDIUM REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 6 TOP RAIL COMPOSITES } ~z 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 63 LATCH STIL §w m n� LVL WOOD Man 7 4� 9 4 X 4"HINGE.09T'THK. HERMA-TRU STEEL 64 HINGE STILE SG>=0.42 WOOD '�'r, N o� 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME) STEEL 65 BOTTOM RAIL COMPOSITE- 12 410 X 7'PFH WOOD SCREW STEEL 66 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITYFOAM ° m 17 PASSAGE LOCK-KWIKSET MODEL 200T-GRADE 2 STEEL 70 FIBERGLASS SIDEUTE ANEL- MOOTH STAR S 18 THRESHOLD OUTSWING HERMA-TRU ALUM./WOOD 71 SIDEUTE STILE WOOD ° 19 HEADER JAMB 4.656"X 1.2S'THERMA-TRU,PINE SG>=0.42 WOOD 72 SIDEUTE TOP RAIL y COMPOSITE m 20 SIDE JAMB(4.656'X 1.25"THERMA-TRU SG>=0.42 WOOD 73 SIDEUTE BOTTOM RAIL COMPOSITE a 21 DEADBOLT-KWIKSET MODEL 7.80-GRADE 2 STEEL 80 FIBERGLASS SIDELITE PANEL-FIBER CLASSIC 23 OUTSWING SIDELITE SPACER PVC 81 1 SIDELITE STILE WOOD 24 SILICONE CAULK SILICONE 82 SIDEUTE TOP&BOTTOM RAIL COMPOSITE 27 LATCH STRIKE PLATE STEEL 90 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC z 28 DEADBOLiPLATE STEEt 9T SIDEUTE STILE WOOD o 30 SECURITY STRIKE PLATE STEEL 92 SIDELITE TOP&BOTTOM RAIL COMPOSITE 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 3 sz zo m 2.115' o �4563"v---� - 1.42" � � 1.318" Q � o o ry z m a _ z o 2.354 i � N.T.S. ° 4.563" zv 4/ UTE FRAME ra 23 SpacerOUTSW19 SIDEUTE t9 20 Nomb 6 SIDE o 3 Trim 1 EXT.UTE 2 IM.UlE a AL m I i8 ThUUTSINItl G frame From oft et: iV H rc DRAW° Naa F�-7347a3� o R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report ReportNo.: �?%,FEr7,3,4,7 i l Date: April 22,2008 Product Category: ,�Extertor�Dooi• Product sub-category: %Swjngrng Exterior Doo"r Assemblies. Product Name: S'mooth tarp,Fiber Classic,Classic Craft&Classic Craft Rustic Glazed Fiber las Qgpr Outswmg � "Impact" Manufacturer: T her�nA IT -o poratidp 118 Industrial Dr. Edgerton,OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc. and Wendell W. Haney,P.E. (System ID# 1993)for Therma Tru Corporation based on Rule Chapter No.913- 72.070,Method 1 d of the State of Florida Product Approval,Department of Community Affairs- Florida Building Commission. RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No.FL-7347.3 prepared by R W Building Consultants,Inc. and signed and sealed by Wendell W.Haney,P.E. (FL#54158)for specific use parameters. Wendell W. ey, E. FL No. 541 April 22,2008 PF986 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC)structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-7347.3 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-7347.3 for size and design pressure limitations. Wendell W. E. FL No. 54 April 22,2008 PF986 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-7347.3 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),signed and sealed by Wendell W.Haney,P.E. B Tests I Materials(Interlayer by Solutia)approval number 03-0421-01 issued by Miami-Dade BCCO. 2. Testing per ANSI/AAMA/NWWDA 101/l.S.2/A440-05 as performed by Testing Evaluation Laboratories,Inc.and reported in test report TEL 06-0718-1,dated July 17, 2006,signed by Wendell W.Haney,P.E. 3. Testing per ASTM E1996/1886-02 as performed by Testing Evaluation Laboratories,Inc. and reported in test report TEL 06-0718-1,dated July 17,2006,signed by Wendell W. Haney,P.E. 4. Testing per TAS 201-94,202-94&TAS 203-94 as performed by National Certified Testing Laboratories and reported in test report NCTL 210-2060-4,5,6(S)(C)(1)(F),dated July 28, 1998,signed by Barry Portnoy,P.E. C Calculations I Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-0718- 1 and NCTL 210-2060-4,5,6(S)(C)(I)(F). Additional product anchor analysis for loading conditions prepared,signed and sealed by Wendell W.Haney,P.E. 2. Buck anchor analysis for loading conditions prepared,signed and sealed by Wendell W. Haney,P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru.Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. ey, FL No. 54 April 22, 2008 PF986 Sheet 3 of 3