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HomeMy WebLinkAboutProduct Approval (3) RE",'T'k. .�0 SEP 0 b 2616 i .i up„-�. —s =j i .� r_ c m: SCIS Home, �� r� y R rs T ics i Submit Surcha a Stats&Facts Publications 1 FBC Staff BCIS Site Map Links i Search L Bushes s/::_I @@� P�Qf SSI�l1aI I,±USER°ct`Approval '... Y0 Product Aooroval t4enu>Product or Aoolication Search>Aoohcation List>Application Detail FL# IFL13010-R4 Application Type Revltsiori k Code Version 2014 Application Status Approved i *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. z Comments Archived t- ; f i I Product:Manufacturer Custrom Window Systems Inc. Address%Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)36$-6922 Ext 255 sbrooks@cws.cc t � i Authorized Signature StephenjBrooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)36$-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900'SW 44th Ave. Ocala,FL 34474 (352)36$-6922 Ext 291 f jlathrop@cws.cc Category' Windows Subcategory Fixe` Compliance Method Certification Mark or listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received 4 i Referenced Standard and Year(of Standard) Staridard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 [ AAMr\/WDMA/CSA 101/I.S.2/A440-0$ 200$ ASTM E1300-04 2004 ASThIE1$$6-05 2005 ASTM Ef`996-05 2005 PA TAS 201/2021203 1994 Equivalence of Product Standards 1 ? Certified;iBy { r c i i f . Product Approval Method Method 11 Option A I Date Submitted 11/19/2015 Date Validated 11/23/2015 Date Pending FBC Approval Date Approved 11/23/2015 Summ6,v of Products FL# j Model,Number or Name ! j Description 130104 PW-8150 PVC Fixed Window i PW-8150 PVC Flg/Fin Fixed Window Limits`of Use I Certification Agency Certificate Approved for use in HVHZ:Yes f FL13010 R4 C CAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes 1 FL13010 R4 C CAC CAR 138-1362.odf Impact Resistant:Yes } FL13010 R4 C CAC CAR 138-562 odF Design+Pressure:N/A Quality Assurance Contract Expiration Date Other PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail For DPs.Large Missile Impact.In HVHZ may only be i Installation Instructions used up to 30ft above grade.Glass complies to ASTM E1300i FL13010 R4 II CWS-433C(PW-8150.72x76.IMP).DdF 04. I Verified By:Lucas A.Turner 58201 ! Created by Independent Third Party:Yes Evaluation Reports + FL13010 R4 AE EvalReo CWS-4330(PVV-8150 72x76 i IMP . df FL13010 R4 AE Kuraray PVB NOR 14-0916 10.Ddf s FL13010 R4 AE Kuraray SGP NOR 14-0916 11.)d I FL13010 R4 AE Ouanex(Mikron)NDA 12-1017 02.1)df Created by Independent Third Party:Yes 13010.2, PW-8150 PVC Fixed Window ; PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1 i FL13010 R4 C CAC CAR 138-261e2.pd Approved for use outside HVHZ:Yes i FL13010 R4 C CAC CAR 138-705e2❑df ImpactiResistant,Yes FL13010 R4 C CAC CAR 138-706e2odf Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date Other:Large Missile,Dp=+J-67.5 psf,Max,size 74 1/8"z 08/12/2019 72".Outer lite must be safety glass above 30 ft.in HVHZ R Installation Instructions Glass complies t4 ASTM E1300-04, iFL13010 R4 II CWS-5108(PW-8150.CONTHDSL.iMP).gdf Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-4129 27.pdf FL13010 R4 AE EvalReo CWS-5106(PW-8150.CONTHDSL. } , IMP). df i FI 13010 R4 AE Ouanex(Mikron)NOA 12-1017 02.pd j } Created by Independent Third Party:Yes 13010.3' PW-$300 PVC Fixed Window } i PW-8300 PVC Fixed Window,120"x 48". Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-258e2.Ddf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-481e2.odf Impact Resistant:Yes 1 FL13010 R4 C CAC CAR 138-482e2.odf Design pressure:+701-70 i ; Quality Assurance Contract Expiration Date Others PW-$300,120"x 48",DP=+/-70 psf.Large Missile 04/09/2019 Impar Glass complies to ASPM E1300-04. S i Installation Instructions FL1301Q R4 II CWS-3738(PW-8300 120X48 IMP)pdf Verified By:Lucas A.Turner 58201 ' Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE DuPont SGP NOA 11-0624 02.udf I FL13010 R4 AE EvalReD CWS-373B(PW-8300-120x48, IMP)Ddf } FL13010 R4 AE Ouanex(Mikron)NOA 12-1017 02.ndf j Created by Independent Third Party:Yes t s 13010.4 PW-8300 PVC Fixed Window 1 PW-8300 PVC Fig/Fin Fixed Window. Limits of.Use Certification Agency Certificate Approved for use in HVHZ:Yes } i FL13010 R4 C CAC CAR 138-1093.pdf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-132Q.pdf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-250e2 pdf Design Pressure:NIA FL13010 R4 C CAC CAR 138-274e2.0df Other:Xarge Missile Impact,See Installation Drawings for FL13010 R4 C CAC CAR 138-457e2.odf Max.sizeand DP's.Outer lite must be safety glass above 30 FL13010 R4 C CAC CAR 138-465e3.pdf ft.in HVHZ.Glass complies to ASTM E1300-04. i FL13010 R4 C CAC CAR 138-534.odf I FL13010 R4 C CAC CAR 138-730e2.Ddf } I I ' t ' f €ii I i I S i FL13010 R4 C CAC CAR 138-739e2.odf j Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions } FL13010 R4 II CWS-159D(PW-8300 72x76 IMP)odf Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports { FL13010 R4 AE DuPont PV8 NOA 13-0129 27_pdf i FL13010 R4 AE DuPont SGP NOA 11-0624 02.pdf FL13010 R4 AE Eva{ReD CWS-159Q(PW-8300 72x76 IMP . df FL13010 R4 AE Ouanex(Mikron)NOA 12-1017 02_pdf ] 1 Created by Independent Third Party:Yes �acki Mext r j i Contact Us::2601 Stair Stane Road Tallahassee FL 32399 Phone:850-4$7-2824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement^Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails p*ided 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 i did ere. Product Ap6roval Accepts: � l �I ' Credit Cald , ►afe t i i { it i r i t 3 1 1 i 1 1 f ` a i Floada Depatment! BCIS Home I Login User Registration f Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search Busines Product Approval Professi�l USER:Public User Regulation it Product Aooroval Menu>Product or Application Search>Application List s Search Criteria Refine Search Code Version 2014 FL# 14850.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap ications FL# Type Manufacturer Validated By Status FL14850- Revision Custom Window Systems Inc. Steven M.Urich, Approved R2 FL#:FL14850.1 PE History Model:FD-8750,Impact. (717)317-8454 Description:FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .Credit Card -:Safe RECEJ', D HP 0 3 2016 PALE COPY PICTURE WINDOW - LARGE MISSILE IMPACT I.THE PRODUCT SHOWN \`>/(DGWS1UU 4S i I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VyINpOW yygiIIlS lL%I V TOCOMPLY NINCLUDINGT THE FLORI VELOCITY HURDE(FBCE CURRENT 1900 SW 44TH AVE. EDITION RATE FOR IN HIGHE4 OCRY LEVEL CANEZONE USE Z) OCALA,FLORIDA 34474 AND ISR IN ASTM 1996 PER THEMISSILE LEVEL D IMPACT USE AS WWW CWS.CC DEFINED IN ASTM E 1996 PER THE FBC. j4g 1/4• 73114' 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL MA OVERALL FLANGE WIDTH X. RALL FLANGE WIDTH 8500 PVC MAX UNIT WIDTH MAX UNIT WIDTH 3 NOT LIMITED TO,THOSE SHOWN ONS SHEET 22.CONFIGURATIONS:'Ol.ARCHITECTURAL SHAPES INCLUDE,BUT ARE (PtCI'URE NOd 45 I/T 6918• 4.DESIGN PRESSURE RATING: � pACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND + +- I)� —_------ i — GLASS TABLES ASTM E1300-04. w a r m -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER c =Q w (((( INFILTRAFILTRATIONTEST PRESSURE AND GLASS TABLES o o r ASTM E-1300-04. c a a^c p { 1 i 711' i I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w�c w w S OVERALL I IN THE DESIGN OFTHIS PRODUCT.SEE SHEET 8 FOR ANCHOR r w¢¢m FLANGE i j ANCHILS.WINDLOAD OR CALCULATIONS. TION FACTOR Cd-1.6 WAS USED FOR WOOD LL U O MAXHE GHT OVERALL FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT e c m W HEIGHTI I I 76• I I REQUIRED. °'¢ R „i,Z w Iu i O O I uN I O I 7.ALL FRAMES ARE FULLY WELDED. w a¢ MAIL I I HEIGHT I L o w ¢ IAJff &SERIES/MODEL DESIGNATION PW-8300. m a HEIGHT I 1 I I a o o w I 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:GLAS > > > >p 69farI I B 0 6 1 i O=FIXED SASH. S p O m¢O DLO I I 6 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INASIMILAR Z I I G I I LOCATION oW�l. 1 I U I I GEN ..SF A'i� I 16 I I i No 58201 A A Lucas A Turner 6 2015-04-11 '9 STATE OF I 15:04-04:00 �!O•o'.�' Q,r2�: 4�l•.0 OR LO.•�P zz 4/1112015 t LUCAS A.TURNER,P.E. FL PE 0 58201 t 1239 JABARA AVE. ' NORTH PORT,FL 34268 PH.941-380-1574 sH�ora�nlanow: i GENERAL NOTES AND ( TABLE OF CONTENTS ELEVATIONS GENERAL NOTES aELEVATIONS_.....1 LOCATION MAX.UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING oRAwrvfi; a1E ARCHITECTURAL SHAPES__...._._.„..2 GLAZING DETARS.........._.._..___._...3 ANY 48"x 72" +/-55 PSF ADE os/o5/o7 SECTION VIEWS...,.,.... _....... __...._......4 o r, aev: EXTRUSIONS B B.O.M_.........._.........._.5 NON-M/I-IZ 72"x 76" +/-65 PSF LARGE MISSILE IMPACT CWS-159 D ANCHOR SCHEDULE 8 NOTES._......6-7 I..IVHZ +/-67.5 PSF SHEET INSTALLATION OETAILS... .. ................. 1:20 1OF8 wrtH�now�srsrv+s l�� 1966 SW 44TH AVE. / FLORIDA 34474 WWW. WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE 1"OVAL"1 nc)- v a o m n n ti FULL CIRCLE o a n TOMBSTONE w¢¢m U € ow z U—) oawd¢ 12 CIRCLE o U m¢i ���p1100 REW OCTAGO TRAPEZOID w' No 58201 %-A% '9 STATE OF .�4? O R IOP;\��u� NOTES: 1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2 THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING, LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVENORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 687,WITH ANCHOR sHEETDESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 119 CIRCLE TRIANGARCHITECTURAL SHAPES LE OMWN BY: OATS: ADE 05/05/07 Dwa r. E CWS-159 D SHEET 1:1 2OF8 WINDOW(XIU II�/I 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT N a Q O¢ a o O w 1'OVERALL 1.OVERALL r W1 WE o WE¢m 3116'ANNEALED VTEMPERED 3116'HEATSTRENGTH n TEMPERED O ¢ Z o 12'Nfl SPACE 3'8'AIRSPACE a o m —5118'LAMINATED 7/16'LAMI GIASS i W axr //B•ANNEALED 3116'HEAT STRENGTH o d c i a cc .090 DUPONT PVS INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER a "' < "�U 118'ANNEALED 3116'HEAT STRENGTH O O m¢O 6 PURFECT GLAZE•H' 6 PURFECi GLAZE'H' Z SIKAFLEX 552 SIKAFLEX 552 `4lpuurppr ,� �LORE6y T�� 10 ❑ 12'GLASS BITE 10 ❑ IM"GLASS BRE OVp,.`10ENgF.,�pyy�' 7 7 — ��'• No 58201 •'�-P STATE OF <on%o?0.`'4.x. GLASS TYPE A GLASS TYPE B anAz LUCAS A.TURNER,P.E- F.PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 i S EV VESMIPRON: GLAZING DETAILS GLASS MAXSiZE DmwBy: aTE. TYPE W x H ADE 05/05lo7 DP+/-55 A 48 X72 mwG#. R CWS-159 D DP+/-67.5 B 1 72 X76 SHEET 1:1 30F8 F 3 © WINDOW SY E14S 7L:/� 1 I 1900 sW 44TH AVE. r - OCALA,FLORIDA 34474 1 W W W.CWS.CC INTERIOR 7 6 8300 PVC / B 9 9 e PICTURE WINDOW o B IMPACT III�Ir/ ION W W Y, W�O U> 11 rL H W 6 6 m B 9 as Z SECTION VIEW B-B O 10 11 11 10 :E T _N H F 3 Z>w a w n INTERIOR . S o w O U m Q 0 Z ����11p10RELV grrrr No 58201•'11 STATE OF n o S 10 ,rrrrSrOn Aup?```` z� � 2 n f'� g LUCAS AA.T.TURNEURNE U u R,P.E. O O FL PE A 58201 1239 JABARA AVE. NORTH PORT,FL 34280 PH.941-380-1574 7 0 sN�r DESOiTanoN: SECTION VIEW A-A SECTION VIEWS UMWN BY: ALTERNATE FIN FRAME ADE 05/05107 Dwu r. V.: CWS-159 D SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCRON ITEM PART# DESCRIPTION VENDOR MATERIAL ` vnNoowsTsrv4s 1 H-6006B FRAME,PW,MAIN,HEAD MIKRON PVC 1900 SW 44TH AVE. 2 H-6006B FRAME,PW,MAIN,SILL MIKRON PVC OCALA,FLORIDA 34474 W W W.CWS.CC 3 H-6006B FRAME,PW,MAIN,L JAMB MIKRON PVC ` 4 H-60068 FRAME,PW,MAIN,R.JAMB MIKRON PVC ZOOR14ER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME,PW,MAIN,FIN MIKRON PVC SCALER PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET.BLK.,85 DUR.,1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL/SIKA SILICONE ;e 9 P-3752 CAP PLUG,1/2"HOLE M&M SILICONE 'H o^o r 10 S-6064 GLZ.BE.,FXD.(1"O.A.I.G.) MIKRON PVC ? ° 11 GLASS SEE SHEET 3 w m o o i wwa a m U 6 U 8 Z 3 141' 3118' leo O $ F r w Z ¢ U¢w 1 2 3 4 w o w o Fl �nFk-- w1U 1/16' > > >>O O O O U m Q Z 27/8' ,M,E4y.r 1 '. No 58201 '�A: PVC FRAME FLANGE-H-60068 O5 STATE OF �1+/ a '��'hp��NA�tE?•`� PVC FRAME FIN-H-6006A 411112015 LUCAS A.TURNER,P.E. tits' _ 12' ��� 39JABA 8201 71W 10 L 1TH PORT,FL 34 9t6' 8 NORTH PORT,FL 34288 PH.941-380-1574 SNEETOESGRWTIDN: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. MWN BY; DA - ADE 05/05/07 a.-67-- REW CWS-,59 D SHEET 1:1 50F8 i 14•MAX O.C.(IYP.I 4•MAX(rYP.) 8•MAX O.C.I MV.) WINDOW SYSTEMS 6•MAX(TYP,) SEE NOTE 2 0•MAX mP.) SEE NOTE 2 1900 SW 44TH AVE. 6'MAX,(TYP,) OCALA.FLORIDA 30474 -----_---- ---------- WWW.CWS.CC I I I I 8300 PVC I MAX O.D. PICTURE WINDOW –msrauanaa ') INSTALLATION IMPACT 14• - I I ANCHDR(TYP.) I I AMCHORmP.) MAXO.c. I I (TyP') I I I I ��mo1L I I I I �o?oo I LLwY WaW r �m I I I o z I I I � 6cw z I I I I �a w I I I I R � Rwzi>u I I I I � uaQo¢ w � wwo¢ ANCHORDAYOUFLANGE) ( ! PANCHOR LAYUTM GUm¢O 55F OP Z �OpaPs;.......... TG 4 `AGE NSF•.R� N. 58201 •APs NOTES: STATE OF :4lS 1-INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114•.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. i rL 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FIL PE N 58201 1239 JABARA AVE. 5-INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. PH.941-380-1574 6 M D TTJII ON: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR GONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REGURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE- INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1•FOR WOOD AND METAL °BA— ADE 05/05107 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SHEET FMAIAAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS),FMAANDMA 250(BOX WINDOWS),FMAIAAMNWDMA 300(EXTERIOR DOORS) 1:20 60F8 QWMO MAX O.C.(TYP.)6•MAX.(TYP.) 7 5f8• 4'MAX(TYPJ B'MAX O.C.(TYPJ 190D SW 44TH AVE. SEE NOTE 2 4•MAX.(NP.) SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX(TYP.) WWW.CWS.CC 8300 PVC I I I PICTURE WINDOW I I e• I I AXX0C MA . I I �O.c I I IMPACT mPa I I I I aa�< I I INSTALLATION I I INSTALLATION TN o 0 0 O I ANCHOR(fYPJ I O 1 ANCHOR (fYP.) W o o I I I �wa¢m I I I I m I I I � gom o w I I I I a: I I I I w c o u a I I I I g� aw� j I I I aaaaW —1——————————————— o>> -T-O m 6 Z ANCHOR LAYOUT-IFLANGEI ANCHOR LAYOUT-IFIN) DPN-65 PSF DP./-65PSF 1 `p�PpLOREIy T��� i Sjcg'y�1c E NSF�Ry No 50201 ••';P� L NOTES: 9•; STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES MALL SHAPES(BEE SHEET Z)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. O R 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4•.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER_WOOD SHIMS ARE NOT ALLOWED. ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 411171;z- 3. 1/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#50201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941.980-1574 EE DESCRIPTIM. S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE 8 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1•FOR WOOD AND METAL Dmm BY: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE mr e SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMAAAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMNWDMA 250(BOX WINDOWS),FMAIAAMAWDMA 3D0(EXTERIOR DOORS) 120 70F8 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE L�-/U1i611(ll(U TYPICAL HEAD ANCHORAGE BYOTHERS WINDOW SYSTEMS 1/4'MAK SHIMSEE TABLE 1 MIN.EDGE DIST. SUBSTRATE MIN.EDGE DI ST. SEE TABLE BYOTHERS �OSW 4 SEE TABLE 1 SEE TABLE 1 AL. FLOORIDARIDA 334474 . 1/4'MAIL SHIM WWW.CWS.CC SUBSTRATE BY OTHERS i SMIN.EDGEIST. SEE TABLE 1 EE TABLED MIN.EMBEDME 8300 PVC PERIMETER�SEALANT— SEE TABLET INSTALLATION ANCHOR - PICTURE WINDOW SEE TABLE 1 INSIDE AND OUT MIN EMBEDMENT SEALANT BEHIND O SEETABLEI IMPACT FLANGE BY INSTALLER 114'MAX SHIM �0 `e PERIMETER SEALANT 55••���t w PEAIMETEfl SEALANT BYIN3TALLER BY INSTALLER WSIDSEANDTAOUT ' INSIDEANDOUT INSTALLATION ANCHOR LL Y W W 4y W E O O T I SEALANT BEHIND SEE TABLET F-W¢¢m FLANGE BY INSTALLER SEALANTBEHIND a m FW BY INSTALLER V Z INSTALLATION ANCHOR HIXi2IXJTALSECON �C�HORIZONTAL SECf10N LL ¢ O SEE TABLE 8 TYPICALJAMB ANCHORAGE 8 TYPICAL FINANCHORA F fIEAD ANO SILL SIMILAR FOR RN INSTALLATION > o Z> ¢ z O¢ $(UD � o 0 0 o w SEALANT BEH WD 1/4'MAX SHIM Cl FLANGE BY INSTALLER O U m¢Z PERIMETER SEALANT MIN.EMBEDMENT , G• w r`,,� BY INSTALLER 1 INSIDE AND OUT I SEE TABLET ��:J�•'� F•'•,IP% N. 58201 A SUBSTRATE BY OTHERS SrC SEE TABLET L9•; STATE OF "/+++' MIN EDGE DIST. SEE TABLET :O,p•.,A p•:�� SEALANT UNDER SCREW ,*SEE SECTION ii�,�s•(0R 1Q HEAD BY INSTALLER 8 TYPICALSOLANCHORAGE �4�S�OyNAyy;E `` Xr ^�\ P.E. TABLE 1:APPROVED INSTALLATION FASTENERS 4/1112015 C1 JI FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMFNT MIN.EDGE DIST. FL PELUCAS A.TURRNENER, FLANGE CONCRETE(2 KSI MIL) 3/16'T(W TAPCON 1-1/2' 1-118• 1239JABARAAVE. PERIMETER SEALANT NORTH PORT.FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MW.) 3116'fRN TRIGON 1' 2 BY INSTALLER —� FLANGE CONCRETE(2.95 KSI MW.) 3116'ELOO ULTRAOON 1' 1' INSMEANDOUT PH.941-380-1574 MORRONTAL SECTION SHEET DESgLomm FLANGE GROUT-FILLED CMU(ASTM C-90) 3116'ELOO LILTRAOON 1-114' 2-117 B BOX FRAME1NSTALLATION FLANGE 2X MIN.SOUTHERN FINE(0.0.55) 3116"IiW TAPCON 1318, 7/8' HEAD AND SILL SIMILARFOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G.0.55) 010 WOOD SCREW 1318' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, D WN BY: i6 GAUGE(0.060')MIN.STEEL STUD p1Q16 HILTI KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE 1(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 1 7116' -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owo. FLANGE ems' 118'ALUM.(6063-75 MW.)OR 010 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT.FULL PERIMETER,BY INSTALLER. CWS-159 D 118•STEEL(33 KSI MK) DRILLING SCREW THRU 0.125 7116' _PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS - SHEET FIN 2X MW.SOUTHERN PINE(G=0.55) 08 WOOD SCREW i-IVP 7116' SHOWN FOR FLANGE WINDOWS. 1:2 8OF8 I i � � r sr a - i � r �i•,,.. rrr--r-a =',,�.�^ �� �- s m f "3 .•.�}!"per BOS Home j Log In ( User Registration V} Hot Topics ( Submit Surcharge Stats&Facts Publications i FBC Staff( BCIS Site Map Links ( Search j Milda013-1 Product Approval USER:Public User i Product Anproval Menu>P.oduct or Application Search>Application List Search Criteria P 0 ! R E�"E!V it (� D �� Refine earcl� Code Version 2014 FL# ! U J 14850.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality`Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact:Resistant ALL Design Pressure ALL Other ALL i SearchlResults-Ap ications I f i L#fi Type ManufactureValidated By Status FL14 0- Revision Custom Window Systems Inc. ( Steven M.Urich, Approved R2 FL#:FL14850.1 PE History Model-..FD-8750,-Impact- (717)317-8454 Desorption .FD,8750jFren- il)6tr,SD-8700 Swing Door,SLT-8710 Sidelite;Impact „� Category`f:`Exterior Doors Subcategory:Swinging Exterior Door Assemblies -Approved;by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I 4 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 t The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e,mall 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 650.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Cf aptev 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.Howevzr 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 ere. Product Approval Accepts: Credit Card safe r t ?�• FILE C' 'Y"' r 1 i i I GENERAL NOTES: SWING DOOR&SIDELITE- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79•MAX FRENCH DOOR WIDTH 36 3/16'MAX W IN ASTM E 1996 PER THE FBC. W W.CWS.cc SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 375/8'MAX 335,6'MAX -870QH0l50 ^VC PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 265/8' 22 5/8' w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SVIIING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELTfE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: `•=`_ "-•J' 97• 97' A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. MAX HANDLE SET @ 36' H MAX UN ff B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. N `< o E HEIGHT HANDLE SET @34' HEIGHT E C.MULTIPOINT(4 PT.) m wo Y 953/16' C C O D 945/8' HANDLE SET@34' w¢m MAX x x FLUSH BOLTON I 12 MAX ABOVE 6'8': m PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 34' v v Z HEIGHT HEIGHT HANDLE SET 0 B a m X16. 11 B3�8. 5.DESIGN PRESSURE RATING: $ $Z GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND O ir w SEE GLASS TABLES ASTM E-1300-04, a .1 DLO NOTE 4 I DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w w I INFILTRATION TEST PRESSURE AND GLASS TABLES o<O cc 40'MAX SINGLE ASTM E-1300-04. o w A DOOR WIDTH D C 6.ANCHORAGE:THE 33 1/3Y STRESS INCREASE HAS NOT BEEN USED 11 37 51W MAX. 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m<Z PANEL WIDTH DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD FRENCH DOOR 265/8• SIDELITE ANCHOR CALCULATIONS. "'00.nuq.RE � GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE ,`V..<'GEIV E.:2 8 1/2' NOTE: NOT REQUIRED. HINGE SPACINGS ARE B-1/2' �7ZY:• No 58207 �9 9T I FROM ENDS AND 20'MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PANELS =*: :.�. MAX I 20' FOR 81'TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. �-0 • = UNIT Q: '9 STATE OF HEIGHT 9.SERIES/MODEL DESIGNATION SD-0700,FDA750,SLT-0710. STATE �ii(,`S•-•<0 R 10. 953/16• 10.THE DESIGNATION HAND I STAND FOR THE FOLLOWING: S. MAX X I B Xo OPERABLE SASH,O=FIXED SASH °•�h�o PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. X� 8 0 LD 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A TURNER,P.E. SEE SEVERE WEATHER. FL PE958201 NOTE J13. 1239 JABARA AV QUALIFIED ALTERNATIVE LOCKSET/OEADBOLT HARDWARE IS E NORTH PORT,FL V34288 E_ 91/2' GRADE 2 BY PAMEX AND DELANY. PH.941-380-1574 A 14.MAX PANEL WIDTHS APPLYTO ALL CONFIGURATIONS,MULLED OR mEET DESCFUPTM: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES 8 ELEVATIONS. 1-3 Lucas A. w DA GLAZING DETAILS...._........_.......__......_4 . TYPE MAX.PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Turner SEcnON VIEWS....................................5-7 SINGLE 2015-04-22 ADE 09/o8/ BOM...._......................................................8 .37-5/8"x 95-3/16" 10:26-04:00 0 Of: PEV_ EXTRUSIONS.........................E................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT cWS-641 B ANCHOR SCHEDULE..NOTES....._........9 INSTALLATION DETAILS....._.............11-12 SIDELITE 33-5/8"x 94-5/8" SHEET 1:35 1 OF 12 363/16'MAX 151318*MAX UNIT WIDTH SIDELITE WIDTH MAX FRENCH DOOR WIDTH 19005W 44TH AVE OCALA,FLORIDA 34474 335/8' 375/8'MAX WWW.CWS.CC PANEL WIDTH PANEL WIDTH 8700/10/50 PVC MAX MA SWING DOOR UNIT IMPACT HEIGHT SIDELITE Q X X 0 PANEL o 3 HEIGHT HEIGHT FLUSH 835/8' �ONLT W Q m SIDELITE SEE INACTIVE DOOR OLO S NOTE4 PANE GLASS O O Z SHT1 DLO LL C1 fp o > D Occ W55/8* GLASS DLO GLASS DLO w w¢ FRENCH DOOR w/SIDELITES a o w > >o m¢i 115 3/16'MAX UNIT WIDTH �`S,PNG E N'+G�� 76 3116'MAX UNIT WIDTH 363/16'MAX 79' +:Gp 'C\ sP'• SIDELITE WIDTH MAX FRENCH DOOR WIDTH 363/16'MAX 40'MAX SINGLE tr`�� SIDELITE WIDTH DOOR WIDTHZZ-S."' No 58201 -A P;, 33 518'MAX 37 5/8'MAX 33 518'MAX —375M'MAX *: - .t PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH I STATE OF .10+ 9MAX 9T '� �%SS�OMq;Ea: UNIT MAX HEIGHT UNIT HEIGHT 95 3/16' 4/1812015 SIDELITE Q J( X 95 3116' S1 ELITE PANEL LUCAS A TURNER,P.E. HEIGHT PANEL HEIGHT 0 X HEIGHT FL PE858201 FLUSH HEIGHT 1239 JABARA AVE. BOLT NORTH PORT,FL 34288 SIDELTfE ON 83 518' 84 3/16' PH.941 J80-1574 GLASS 84 3/16' DLO NOTE 4 PnNE NE DOOR SS GLAS SEE G�SS sxEEr DEScgI'ON: SHT 1 OLD Dl S�14 Dlo GENEPJIL NOTES AND ELEVATIONS O WHBV: oar 22 518' 26 518' 22 5/e' 26 5/8' ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG.. EV FRENCH DOOR wISIDLTTE SINGLE DOOR W/SIDELITE srCWS-841 B SHEET 1:35 2 OF 12 40'MAX SINGLE- 79'MAX FRENCH DOOR WIDTH 36,1116*MAX. DOOR WIDTH SIDELTTE WIDTH WINDOW SYSTEMS 37 5/8'MAX 37 5/8'MAX 33 5/8'MAX 1900 SW 44TH AVE PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALSI FLORIDA34476 26 5/e' 26 5/8' 225/8. W W W.CWS.CC GLASS DLO 81GLASS DLO GLASS DLO 2' NOTE: 7�- 7 HINGE SPACINGS I I 8700/10/50 PVC 81' FLUSH ARE 8-12•FROM 81" FLUSH a SWING DOOR MAX BOLT ENDS AND 21-5/16• UNIT BOLTMAX UNIT 21 5/16' MAX O.C.UP TO HEIGHT HUNIT EIGHT IMPACT HEIGHT B7•UNIT HEIGHT. 79 3T�a 78 5/8• 793 H GHT C X H GX X HEIGHT v 3 F 6I 3/16' 675/8'GLASS SEE SEE GLASS Y w DLO NOTE4 DLO NOTE DLO w¢m SHi1 SHT1 ED B 12' 0O SINGLE DOOR FRENCH DOOR SIDELTTE a m R R z w � so, ww� 0 v a w a a� w > >m m¢O Z 1513/8'MAX UNIT WIDTH 112 3/8'MAX UNIT WIDTH RE , C E........... 36 3/16•MAX 79'MAX FRENCH DOOR WIDTH 363/16•MAX 40'MAK SINGLE GP:•�� SF•;pti SIDELITE WIDTH SIDELTTE WIDTH DOOR WIDTH Z j No 58201 33 5/8'MAX r 37 5/8'MAK 33 5/8'MAX 'r375(8"MAK *C •7 t PANELWIDTH PANEL WIDTH PANELWIDTH PANEL WIDTH * ' -t 9; STATE IF S- B1 F•':�OR10p',. z 81' FLUSH FLUSH UNIT UNIT BOLT UMNIT BOLT '���SS�ONA�Ep� HEIGHT 793/16• HEIGHT 793/16' DOOR DOOR SIC ELITEPANEL 78 SW PANEL Z� SICO X X HEIG14T SIOELITE p X O HEIGHT 4/18/2015 HEIGHL HEIGHT LUCAS A.TURNER,P.E. SIDELITE 67 5/8' 68 OR 68 3/16' DOOR 67 5/8' FL PE#58207 GLASS SEE GLASS SIDELITE DOOR GLASS 1239 JABARA AVE. DLO NOTE4 DLO GLASS DLO NORTH PORT,FL 34288 SHit DLO PH.941.980-1574 SHEET DESCRIPTION: 22 5/8' 26 518' GENERAL NOTES AND GLASS DLO GLASS DLO 225/8• 265/8• ELEVATIONS GLASS DLO GLASS DLO DRAWN BY: ATE: FRENCH DOOR wISIDELTTES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG.. REV-- CWS-641 EV_CWS-641 B Ste: SHEET 1:35 3 OF 12 GLASS TYPR MAX.UNIT WINDOW SYSTEMS HEIGHT SID FLTE SINGLE FRENCH 1900 SW 44TH AVE. 1'OVERALL 1'OVERALL 81' A I A I A OCALA,FLORIDA 34474 97' B B B www.cws.cc TEMPERED 3116'TEMPERED 5/16'AIRSPACE 3/8'AIRSPACE 8700/10/50 PVC 1/Y LAMINATED 7/16'LAMINATED SWING DOOR 3/16'ANNEALED 3/16'ANNEALED IMPACT 105 DUPONT PVB INTERLAYER .040.SENTRY GLASS IONOPLAST INTERLAYER 3/16'ANNEALED 3/16'ANNEALED <<*F o SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE-H- 11 HENKEL-PURFECT GLAZE'H' o w a m m U U Z O 3/4'GLASS BITE 3/4'GLASS BITE y 3 3 $ R Z> ¢ ¢O Q 10 10 waw� 0 o a w¢ 0 0 w >>o m¢O 1 1 Z P4GEIVw•TG,�i �vOP:�� sF•''QZc�'. No 56201 '•9� 9'; STATE OF .'w 1IP'=4` D O zz 411812015 LUCAS A.TURNER,P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.980-1574 Ft SHEEP DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B D WN BY: ATE: ADE 09!08/11 DWG r. v_ CWS-641 B sem: SHEET 1:1 4 OF 12 INTERIOR WIND Vy Y 68 7 4 38 45 46 61 68 7 1900 SW 44TH AVE OCALA,FLORIDA 34474 www.cws.cc 1 sa 8700/10/50 PVC SWING DOOR 19 1 5 IMPACT 19 L 5 a 79 aa_u 5 ¢ 1 W wO m U LLLL Z 0 6 6 8 41 0 3 1 4 18 4 44 6 y 4 . S �o Z jN ¢ ¢O Q w o a 0 w a ¢� SECTION VIEW B-B o maz INTERIOR `,,5 PNcRE �v' No 58201 •°9 ALTERNATE 1 ALTERNATE 2 �9 STATE OF a ' "MULTIPOINT :1MORTISE LOCK w/FLUSH BOLT 3LUCAS A.TURNER,P.E. FL PE a 58201 1239 JABARA AVE. 0 59 NORTH PORT,FL 34288 PH.941-380-1574 14 I® SHEET DESCRIPTION: 69 SECTION VIEWS 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN-: A E: 6 50 1 10-12,13,15-17,22,43.48,54,57-58 ADE 09/08/11 DWG ITEMS NOT USED IN VERSION SHOWN: CWS-641 B SECTION VIEW A-A 2-3.8-9,15-16.25-28,30-34.36-40,43,52-53,60,62,65-66,72.76 6 ` SHEET 12 5 OF12 W21NDSOVESTMEMSM 1900 SW 44TH AVE. OCALA FLORIDA 34474 W W W.CWS.CC INTEaIoa 8700/10/50 PVC SWING DOOR 7 61 35 33 3 6 41 66 14 14 34 61 68 7 IMPACT T 1 3 a F o �o w am m 0 J m Z 0 TTP o ❑— w w¢ 19 4 4 1 3 4 0 1 66 0 13 4 2 3 1 4 1 1819 444 67 m a Z SECTION VIEW C-C ;VpS,POENs�TGP,L�' No 59201 '-P 9- STATE OF ,f0� zz /8 LUCAS A TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTNX7: SECTION VIEWS FRENCH DOOR mwNBY: DATE: NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEET 5 1G-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 c 4 Ev_ ITEMS NOT USED IN VERSION SHOWN: CWS-641 B B-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 SCALE: SHEET 1:2.5 6 OF 12 WINDOW SYSTEKS 6 INTERIOR 53 9 19005W 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR 9 IMPACT 40 llh 19 h 5 w w Q m 40 19 4 4 4 3 4 m U o Z ip FP O SECTION VIEW E-E m > c w w F Q 0 0°- -SEALANT APPLIED TO a N ADJOINING FACES w 6 8 15 BY INSTALLER m¢O Z INTERIOR ����p10REVy����� 410 HEX WASHERHEADTEKJOINING :p`;P�GENS•TG�� 6 FROM TOP AND BOTTOM E TO IDELITE. +�G• No 5ffi 1•••%-P 17"MAX O.C. �SS�OyNAI; zZ 5 LUCAS A.TURNER,P.E. SEALANT APPLIED TO 410-24 x 1-3/4'TYPE F FL PE 4 58201 ADJOINING FACES THRU HINGE INTO SIDEUTE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941380-1574 SHEET DESCIll"N: SECTION VIEWS s ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DMwN BY: DATE: SECTION VIEW D-0 10-11,16.2Z 28,43,57 ADE 09/08111 ITEMS NOT USED IN VERSION SHOWN: D1'16tr Nom•' 1-3.6-15,17-18.20-21.23-24,26-27.30-39.41,44-46,48-52,54-56.58-61.63-71.74-76 CWS-641 B SHEET 12 7 OF 12 PARTS LIST PARTS UST ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART If DESCRIPTION MATERIAL VENDOR 1 H-1833 MAW FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS WINDOW SYSTEMS 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X 1a/4-FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELTTE FOAM HO PRODUCTS 1900 SW 44TH AVE. 4 W1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 112',FI Undercut PH,18-8SS @ KEEPER FASTENAL OCALA,FLORIDA 34474 www.cws.cc 5 W1861 REINFORCEMENT,HOR17 ALUM KEYMARK 65 P-5158 BOTTOM SEAL RUBBER TEAM 6 H-1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FW,BLACK ULTRAFAS 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4'HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 1+1881 MAINFRAME,SIDELRE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#832 x 1-114'PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDEUTE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTWGBLOCK,118XIX2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX 652 or PURFECT GLAZE'Fr SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1l2'PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK 13 P3511 SCREW 1i8 x 5/e'SD.PAN TEK @ TIEROD BRKi FASTENAL 63 5-1817 DRIP CAP ALUM KEYMARK y y F 14 P-3587 SCREW#8 X 1',PH FLAT TEK @ ASTRAGAL,INSERT,LOC FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK 15 P�767 SCREW,#10X7'HEX HEAD,7EK @ SIOELTIE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK P22 P4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELRE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK 5=w PA278 FUZZY PAD,.200"x 1250'W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w¢m PA522 #10 x 1 1/4',PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK uJ PA774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK m m p P4790 FLUSH BOLT.ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK y P4794 SCREW#8 x 5/8'SO.FLATTEK @ INSERT ATTACH FASTENAL 71 5-6083 PANEL,TOPBTM RAIL,SIDES-DOOR PVC MIKRON S N Z> P4802 ALL THREADED ROD(TIE ROD) McMASTER 72 S6083 PANEL,TOPBTM RAIL,SIDES-SIDELRE PVC MIKRON OP4807 HINGE,GUIDE HOPPE 73 56084 GLAZING BEAD(1') PVC MIKRONa P4Roaipa 9 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK 25 P4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDEUIE AMESBURY 75 GLASS SEE SHEET4 0 o y 26 PA863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK w >>O 27 P4864 RHINO STRIKE PLATE PADDOCK 77 PA887 MORTISE LOCK PADDOCK m<Z 28 PA866 GUIDE,TIE ROD NYLON M&M 29 P4871 ITIE ROD BRACKET ZINC SULLIVAN 30 P-48115 ISHO BOLT.TOP PADDOCK 31 P4886 SHOOT BOLT.BOTTOM PADDOCK 32 P4851 I LOCKBAR,INACTIVE,8 FT PADDOCK "GP G 32 P4884 LOCKBAR MULTI-POINT,SPT,8 FT PADDOCK + .�1 S��c•.;Py'.�� F No 5ffiD1 •�P 32 P4901 LOCKBAR,MULTI-POINT,4PT,6-8 FT PADDOCK *' Yr •%* 32 P-4902 LOCKBAR,INACTIVE,6'8 FT PADDOCK 33 P4903 HANDLE SET,ACTIVE PADDOCK 9 t STATE OF .W+ 34 P-4905 HANDLE SET,INACTIVE PADDOCK r%O'cc�`•�[O R Lp?:G\2/+ 35 P4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL �,•iSS• t� 36 P4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M ,.�BONA;Epi` 37 P4918 GUIDE,FLUSH BOLT,WAGTIVE PNL M&M XZ 38 P4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M 39 P4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/1812015 40P-4926 SHIM,SIDELINE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P-4927 IGUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P-4930 ISCREW,#10 X1-1/4'HEX HEAD TEK @ SIDELTTE ATTACH FASTENAL 1239 JABARA AVE. 43 P4933 NUT,3/8'-16 FLANGED W/SERRATED UP,SS,@ PANEL MCMASTER NORTH PORT,FL 34288 44 P4934 SCREW,#12-24 XI/2,PH FLAT,MS,@ HINGE FASTENAL PH.941.980-1574 45 P4936F DOOR KNOB,ACTIVE PANEL DELANY SHEET oEscRlrnoN: 46 P4937 DEADBOLT,ACTIVE PANEL DELANY 47 P-4969 SCREW,#10 X2-REINF,ATTACH. FASTENAL BDM 48P-4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 49 P6127 SCREW,#12 X2',PH PAN,SMS,ANCHOR FASTENAL 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS ADE 09/08M 1 AWG F. REV_ ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DFADBOLT 5 SHEET 1:1 8 OF 12 �4 9/16'� 1314— 2 3/4'�I 2 7/16' I I 5/8. WI tNx�rsvWtrtwSYSTENsuuO,p�l�%-fjl :�j 2 r�AT211- f-umo� 1900SW17/16' 1i3176' • • OCALA.FLORIDA 34474 WWW.CWS.CC ' THRESHOLD-1783 HEAD COVER-1840 45/16' DOOR HEA0.1833 87 WN 0/50 PVC s,lz" 5/e• SWING DOOR vrr"" l�zva—y y� IMPACT 49/16' -{ 114'_L /4' 61 3/`8.760 5116' 7- r I �� 1/,I 6' ,/,6• v o ui J— 1166• REINFORCEMENT-1857 FRAME COVER-1806 FILLER 1784J� L 0'p 5e Y W DOORSILL-,878 25le'� I-�23/a•--I w a m PVC DOOR PANEL-6083 62 11/16' 3 LL T 0 49116'-�{ `71�. 3 3/-r 1/16' N o y PVC GLAZING BEAD-6084 Z W 7 ❑ SIDELITE COVER-1816 w w Q 791,6' S 45/t 6' w o¢ -7/16• 215/16' 1/,6' 7/76' 1/8' v o N W DOOR JAMB-1880 ¢Z L L g m 3d14 69 DRIPCAP-1817 ...P1........� 49/16' REINFORCEMENT 1861 REINFORCEMENT 1858 1116" Jg•"�,EN�'•G��' BASE SWEEP-1915 ;pP�•�7 SF•.'P,��� '�'• No SB201 'A 21�(-701 TII� 19116' 0 90�•NATE OF :mow Iluull 1/16' 4 I 6 68 13!16• � '' p �i�llS•<pRLOP G�=.�. 215/,6• 215/16' 13116' nn..nnws" 1/16' L- 1A6• ,4hs/ 1/16. 1 l��� 1!16' INSERT,BACK-1865 DRIP COVER-1916 �` SIDELITE-1881 4/1812015 LUCAS A.TURNER,P.E. REINFORCEMENT-1860 FL PE 1158201 9/16' REINFORCEMENT-1862 1239 JABARA AVE. NORTH PORT,FL 34288 3' PH.941-380.1574 g 9/16'�-y 21/ 13/4' I I SNEET DESCRIPTION: RUSI .11116' 1/16' 66 11/1fi 6 6 /fig• EXTRUSIONS 1/16 1 L 7/e' INSERT,FRONT-1864 oNAwNon SIDELR-E4900 AIDE 09/08/11 INSERT,INACTIVE PNL-1849 DWG REV.: ASTRAGALCOVER-1859 CWS-641 B scA'E: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 � %mlsowt ANCHOR @ MIDSPAN(TVP.) 4�mP•) 1900SW44THAVF 6"MAX.(TyP.) 4 gyp') ANCHOR @ MIDSPAN(TYP.) rC WWW.OCALAFLORIDA 34474 6"MAX.(nPJ 6-MAX(TYP.) II.� 4'(fYP) W W W.CWS.CC r 2"(TYP.)•WOOD/METAL 6"MAX(TYP.) I 4'(TVP. f--2'(TYP.)•WOODMETAL 8700/10/50 PVC SEE NOTE 2 SEE NOTE 2 SWING DOOR 'II( IMPACT 1T 1T J MAX O.C. O.C.MAXAX (Typ.) INSTALLATION INSTALLATION ~ O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) o o ��Y W Q m m IH - �N m Z O 17 ¢ ¢0 cc W a a 0 0- SIDELITE DOOR SIDEUTE SIDEUTE DOOR DOOR SIDELITE a<U ANCHOR LAYOUT-(FLANGEIa W ANCHOR LAYOUT-fFLANGEI m¢O 2 CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. ; ORE�,TG�4 �v' No 58201 '�P^ NOTES: 9T, STATE OF W. 0 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. � 'ccst opt 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4".USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. X 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11, 411812015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574 BREEf DESCRIPTIDN: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3116•FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE —00: REY_ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scaLE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMIAWDMA 30D(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE E DIST. 1/4'MAX.SHIM MIN.EDGINTERIOR SEE TABLE 1 MIN.EMBEDMENT WINDOW SYSTEMS CONTINOUS DBL 1/4'BEADS OF SEALANT SEE TABLE 1 OCA A.44TH AVE. SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWWCWS.CCA 34474 SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. i X/ SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCH0// OR SWING DOOR PERIMETER SEALANT SEE TABLE 1 IMPACT BY INSTALLER 1/4'MAX SHIM INSIDE AND OUT INTERIOR <m v CONTINOUS DBL 1/4'BEADS OF SEALANT HINGE ANCHOR AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE t Y W POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLET w¢m BY INSTALLER. HINGE MIN.EDGE DIST. N SEE TABLE 1 0 � ZO m PERIMETER SEALANT BY INSTALLER `�" `�" W INSIDE AND OUT HINGE MIN.EMBEDMENT w s O¢ PERIMETER SEALANT SEE TABLET a F- BYNSTALLER SUBSTRATE BY OTHERS w w¢ INSIDE AND OUT SEE TABLE 1 0 HORIZONTAL SECTION a c rn 11 TYPICAL JAMB/HINGEANCHORAGE m > j m MIN.EMBEDMENT m¢O SUBSTRATE BY OTHERS SEE TABLE 1 Z SEE TABLE 1 1`PNOREW'T4 MIN.EDGE DIST. 213/16_ g 12•Ryp) _;'7• No 58201 SEE TABLEt ANCHORSTHRU '►: ♦ •:*'- A VERTICAL SECTION HINGE(TYP.) 11 TYPICAL SILL ANCHORAGE 9; STATE OF ./l& TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. b�S�ONA�E�a� CONCRETE(2.85 KSI MIN.) 1/4'ELCO ULTRACON 1314' 2-112' HOLLOW OR GROUT FILLED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4' 2-112' f AX 2X MIN.SOUTHERN PINE(00.55) 1/4'ELCO ULTRACON 13/8' 7/8' SERE OTE 4118/2015 2XMIN.SOUTHERN PINE(G=0.55) ti12 WOOD SCREW 13/8' 7/e' LUCAS A.TURNER,P.E. FL PE#58201 16 GAUGE(0.060')MW.- #12-14 HIL71 KWIK-FLEXOR RW FULL THREAD 1/2, 1239 JABARA AVE. STEEL SND(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288 1/8'ALUM.(6063-15 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH.941-380.1574 118'STEEL(33 KSI MIN.) DRILLING SCREW THRUO.125" 112' 8-1/2' FROM ENDS SHEET DESCRIPTION: 1-3/4" Z-3/2" 21-5/16'MAX O.C.FOR UP TO 81'UNIT HEIGHT. HINGE ANCHORS INTO HLLOWCONCRETE GROUT-FILLED R KSI FILL 3176'ELCO ULTRACON 20' MAX.O.C.FOR OVER 81'UNITHEIGHT. INSTALLATION DETAILS HINGE ANCHORS INTD HOLLOW OR GROUT FILLED CMU(ASTM G90) 3116'ELCO ULTRACON DOOR 3-]/4" 2-]/2" HINGE ANCHORS INTO 2XMIN.SOUTHERN DRAWNBY: DAT PINE(G-0.55) #10 WOOD SCREW 1.1/8' 7/8' ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060')MIN. #10-16 HILTI KW IK-FLEXOR ITW FULLTHREAD1/2, DWG#: REv_ STEEL STUD(33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060' HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD - 120 SCa.E: SHEET 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 1:2 11 EE 12 TYPICAL HEAD ANCHORAGE INTERIOR 1!4'MAX SHIM l�lU4fA17(Lll!/ MIN.EDGE DIST. MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1.SHT 11 CONTINOUS DBL 1!4'BEADS OF SEALANT SEE TABLE 1,SHT 11 1900 SW 44TH AVE AROUND PERIMETER AT ALL INDICATED OCALA,WS.CCFLORIDA 34474 SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE W W WCS.CC SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1!4'MAK SHIM SEE TABLE 1,SHT 11 IMPACT INSINSTALLER DE AND OUT 44 INTERIOR o'o CONTINOUS DBL 1!4'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w¢m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BYINSTALLER. m v v Z O m PERIMETER SEALANT BY INSTALLER W INSIDE AND OUT Q PERIMETERSEALANT a o a BY INSTALLER SUBSTRATE BV OTHERS w w¢ INSIDE AND OUTAVZE SEE TABLE 1,SHT 11 �� U / u 1 HORIIZONTAL SEC TION o o W 12 TVPCALJAMB/HINGE ANCHORAGE o MIN.EMBEDMENT m¢O SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 Z SEE TABLE 1,SHT 11 `,�gounprrrr p MIN.EDGE DIST. ;VPr'• GEN erG,Qy�' SEE TABLE 1,SHT i t �� No 58201 A9 / v ,VERTICAL SECTION 12 TYPICALSILL ANCHORAGE O. zz 4/1812015 LUCAS A.TURNER,P.E. FL PE#58201 1239JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE 0M BY: DATE: ADE 09/08/11 DWG O: flEV.: CWS-641 B SHEET 1:2 12 OF 12