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HomeMy WebLinkAboutProduct Approval Erw Rusifiess • a Mk-'-"mli - 41 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications. I Contact Us I BCIS Site Map I Links I Search Florida a ProductApproval r USER:Public User Product ADproval Menu>Product or ADplication Search>Applicatlon List> prcetion Detail FL# LApproved 8 - Application Type Code Version Application Status i Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext,291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report - Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ✓J Validation Checklist--Hardcopy Received Certificate of Independence FL5823 R8 COI EvalReport155D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By „ Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile,see installation dwgs.for Max.size and FL5823 R8 AE EvalReoort155D.pdf DP.Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party:Yes 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung),Impact,74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II,CWS-440C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R8 AE EvalReoort440C.pdf must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. 5823.3 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill (double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile,DP= +/-67.5 psf,Max.size 74-1/8"x FL5823 R8'AE EvalReport491C.pdf 72".Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R8 AE EvalReport295E.pdf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes used above 30 ft. in HVHZ.Glass complies to ASTM E1300-04. Back Next 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 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: SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS - -_ TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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 IN ASTM E 1996 PER THE FBC. W WW.CWS.CC 54 3W 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH 8100 PVC 531I8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT a6 15/16" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO fl6 GLASS TABLES ASTM E-1300-04ep1/09. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Q z I I ? ¢ZE TEST PRESSURE AND GLASS TABLES 3113116, Zw wASTM 30-04e1p Z Wo ¢ 771/4 GLASS DLO w ZOZ W= F- MAX Go OVERALL I I A 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED o H w Z OF � FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z 2¢=w Q O HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O O U EL 4=F.M ¢ 63 1/4" -- -1- ANCHOR CALCULATIONS. Op Z-�Z Z F~-M U) I Z O U(!j �U— D DLO OVERALL 1 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP 4 F-Z IL M O O w Z 76° I I FLANGE Y >'O W—=O_ MAX. HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL F H i_Z UNIT I I O 2Z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO y j O HEIGHT 62" B B GLASS HURRICANE WINDS AND FLYING DEBRIS. w LL u)W m o w m w OJU)I- MAX U 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT D. W O IL=w r B HEIGHT i I I USED AT FIXED MEETING RAIL AND JAMB. a a w�a 37 5/16" I 17 8.SERIES/MODEL DESIGNATION SH-8100. ,y SA I 6 GLASS 30 5116" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ��`� ...�w TG���i HEIGHT X D DLO MAX X=OPERABLE SASH,O=FIXED SASH VQ':'0 CENSF•;Py�y 6 HEIGHT SASH '` GLASS No 58201 . "'�1� I I 10 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR L? C DLO LOCATION. 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 9'; STATE OF C A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". �FS+' OO..1�"'���.`� s NA� 46 3/8" 89° GLASS DLO GLASS DLO 49 11116" 31 5/16" LucasTurne MAX.SASH WIDTH MAX SASH WIDTH r 2017-09-22 9/22/2017 11:38-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE IMPACT RATING TABLE OF CONTENTS RATING ELEVATIONS NON-HVHZ +/-65 PSF AD DRAW DATE: GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76�� - ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 CWS-155 D EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5 1-75 PSF 1:1 1 OF 6 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS �/(yL4p)J�® •r/(�("�/ 118'ANNEALED - 118"_ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474 www.cws.cc 5116"LAMINATED GLASS 5/16"LAMINATED GLASS 118"ANNEALED 1/8"ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8"ANNEALED _ 1/8"ANNEALED - IMPACT QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER Jill18 PURFECT GLAZE"H OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 Q Z Q Z � O QWpO 1 1/2 GLASS BITE 1/2'GLASS BITE p Z O Z oc�Z~ a }O w 3:m ME, u. Pw ZI-�g2 38 38 O OFOVQ=Oo U U(g f-ZD-HUd Z p O � U— ZUUZ O Q F?'Ow Ou.0 4 Q�OWF.FOZ ¢ Z W OOKt}»OWv)W Z D. O-j p Lu axe} GLASS TYPE A a a W LU GLASS TYPE A SASH LITE '%Junugrr FIXED LITE NcEryTG�2�,I No 58201 '�9: 7/8"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS 1/8"TEMPERED 118"TEMPERED %roe :Pc- STATE OF 7/16"AIRSPACE 7116"AIRSPACE 5/16"LAMINATED GLASS �.. 5/16°LAMINATED GLASS ����SS70NA1....•.��.`�� 1/8"ANNEALED 1/8"ANNEALED rrrr111���ti1' .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 1/8'ANNEALED 118"ANNEALED QUANEX DURASEAL QUANEX OURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H•OR SIKAFLEX 552 18 PURFECT GLAZE•H'OR SIKAFLEX 552 9/22/2017 LUC FL PE#58201 P.E. 1 1/2"GLASS BITE 1/2'GLASS BITE 1239 JABARA AVE. • 38 36 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 4 O GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG#: REV.: GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1:1 2 OF 6 INTERIORVW.41�t�®UL/C4• WINDOW SYSTEMS LLL���%%%%-1111 3 21 19 10 39 11 21 15 3 - 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 41 41 8100 PVC 1 0 SINGLE HUNG as IMPACT z � ¢Zo 12 21 H owo ww❑O 20 12 20 26 Z w o❑ ❑ ZwZ}ZOD=�aD SECTION VIEW B-B O O F o a¢w 0 0 U 0wF (L U NOTE:LEFT SIDE SHOWS FIXED SECTION RIGHT SIDE SHOWSASH SECTION VIEW.VIEW, Z o 0 U 6 Z�V- 30 Q F-ZLL2Z0LLU < oww�Ioz 12 W OLL oo W 0 38 0_ w F=-O of 0 31 29 O 5 �� D- ~ D_ O a 4 7 INTERIOR o"jilutriii 32 © .,�%%�PNpRBW T(���i 46 t No 58201 19 = Wit• STATE OF :�� 6 13 ONA11 12 ell 14 9 1 25 O 4 3g I 15 zZ 0 9/22/2017 LUCAS A.TURNER,P.E. 40 16 FL PE#58201 o __ WF r 0 1239 JABARA AVE. 2 NORTH PORT,FL 34288 PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43-45 SCALE: SHEET 1:2 30F6 PARTS LIST 31/8' FRAME CORNER ITEM PART# DESCRIPTIONMHung MATERIAL VENDOR CONSTRUCTION 1 H 6031 Frame Head,Fig,SinPVC MIKRON lYl9hL(L uu cr Ill(/_�(/�JI� 2 K6031 Frame Sill,Fig,SinglePVC MIKRON 1 15/16° WINDOW SYSTEMS 123/16° 1900 SW 44TH AVE. 3 H-6031 Frame Jamb,FI ,SinPVC MIKRON2 T OCALA,FLORIDA 34474 4 H 1836 Alum.Fixed Meet RaALUMINUM KEYMARK31WWW.CWS.CC 5 S-6063 Fixed Rail CoverPVC- MIKRON 11/16' 1 5/8" a 1 5/B° 6 H-6027 Sash To Rail PVC MIKRON1116" rLI� 8100 PVC 7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK v*r . )J 1/16" CORNERWELD 8 H6028 Sash Bottom Rail PVC MIKRON (ALL SIDES) SINGLE HUNG 1:8 9 H-1699 Reinforcement forSBR ALUMINUM KEYMARKIMPACT 10 I--6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK ¢ z ¢z 12 S-6064 Gazing Bead PVC MIKRON F- ❑w O ¢W rS W 2! W J. 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 3 102 w z o z — 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL I 4 1 1/2^ z �W Z F-w p O 15 P-4632 SweepLock ZINC SULLIVAN O O o ¢=I. Of 16 P-4633 Barrel Fastener STEEL FASTENAL 1 3/16' O U rn F-Z a F-rn D. QF 4 FIXED MEETING RAIL p Z—0—Z F-0 rn 17 Block&Tackle Balance CALDWELL 2 1/8° 10 SCREWED TOGETHER WITH z O Z O rn Z--:Do— STEEL 18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA oUTERFRAME ¢ F-—LL 2 O o LL Z 1116" 1:8 >- Q�Ow—=O- 19 Sash SEE SHEET GLASS CARDINAL 9/16• [= 1 518" n 2118" 1/16" ¢ :aq -U z ui 20 Fixed SEE SHEET GLASS CARDINAL U 1/16^ w o u}i o w rn w L-NYLON ULTRAFAB rnW O�rnF Of 0 22 P-638 #8 x 2-1/2 PH Mod.Truss,Type e AI TEK 2 STEEL FASTENAL ~1" p w O D.===r o � 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 2° PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a H D- of d 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 "w6t,111++q 25 8-6014 Screen Catch PVC MIKRON ����P%ADRFW T!!.-, 26 S-6013 Screen Support PVC MIKRON GP`'•y�CENSF•.;Py'�.� 27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL t' No 58201 °:'A 28 P-3748 #6 x 0.625"Quad Fh TEK,W ht ZINC FASTENAL 1 5116" 9/16" 1 1/8"-{ 29 P-3763 Im act,Lock STEEL INTERLOCK 4 1l2° le"1 5 sns^ * ' 30 P-4069 Impact,Keeper STEEL INTERLOCK' '9 STATE OF .'� 7/8" 6 1 5116" 25 'O •4 31 P-4264 #8 x 314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 045• '�. <O R I O P'�a.`` 32. P-3218 Screen Frame ALUMINUM ALLMETAL 1116' PVC SCREEN CATCHI/6013 PVC FIX IL COVER-6063 PVC SCREEN SUPPORT-6014 ,ss/011A„� 33 P-3321 Screen Corner KeyPLASTIC M&M PVC SASH STOP-6025 34 P-3228 Screen Spline RUBBER DAPA 35 P-3581 Screen Cloth VINYL WIER 36 P-3033 Screen Spring STEEL HURLEY Z� 37 P-3029 Screen Pull Tab STEEL HURLEY 5EI-6::2 38 P-3352 Set BIk 85Dur.1/8"x5/8"x2" RUBBER FRANKLOWE 3/a 3la" 1/4 r 9/22/2017 39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL 311s^ rr 40 P-4479 Wee cover PLASTIC M&M a 1/16" LUCAS A.TURNER,P.E. 11 15/16° 7 FL PE#58201 41 P-3113 Screw Support RUBBER TEAM T 11i6^ �— 1239 JABARA AVE. 42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574 44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION: 45 P-3342 Seam Sealer SILICONE SCHNEE BOM AND EXTRUSIONS 46 P-3752 Hole Plug PLASTIC M&M 9 47 H-6048 Frame Head,FIN,Single Hun PVC MIKRON 1/2 48 P-4959 W .,0.420 x 0.187 back NYLON ULTRAFAB 3/16^ 1 3" y DRAWN DATE: Lr0 41 ADE 06/10/08 DWG#; ftEV.: SCREW SUPPORT-3113 CWS-155 D SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALSCI(rAINP]iG1%013-T�VLT' IUL��TiHERW ISE NOTED. 1:2 4 OF 6 .. 15"MAX.O.C.(TYP.) _ _ _ _ WINDOW SYSTEMS ���®�• 6"MAX(TYP.) 4"MAX.(TYP.) - 8"MAX.O.C.(TYP.) - - -- - - - -- ._ _ _ _ 4"MAX(TYP.) OCA A,FLORIDAAVE. 6°MAX(TYP) OCALA, LORI 34474 ANCHOR MIDSP (TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WWW.CWS.CC -- -- -- -- AT AN 6"MAX.(TYP.) 4"MAX.(TYP.) 6"MAX(TYP.) 8100 PVC 14" O MAX.O.C. p IMPACT MAX.O.C. (TYP-) (TYP.) 1 I 8�� Z Q 10 13/16" p MAX.O.C. p Q � <IZ O . r I I MAX.O.C. �P') Z W-1 O Q k z W 1 I "- MTG RAIL I I (TYP.) O ¢o Z}O=-m '_.. LL I-W�ZH�M= 4"(TYP.) .._(.:MTO RAIL Z Z S rG Q x w 0 0 4°(TYP. L 0 OI-O�jQ=Fa. v v U Z-Sn-Z Z)U) ( I ^ 1 X 4"(TYP.) I I I I Z o(D V --So- x Z I I i I I I X I } 2 LL2C)z O lip 0�wcooW°W -- -- L-rn co a. a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) d r a wa SIZES OVER 36°x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x STAND UNDER %%%% gIDPEWH , %� 5 pro: tt$ %9'• STATE OF • ..O R 1.0.0.. • NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 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. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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#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 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND 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. DRAWN BY: DATE: 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. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-155 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: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE lllC9IJIaLCLIL/000Y Irl//"��/jl�BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1!4".MAX SHIM - - _ SEE TABLE 1 _ MIN.EDGE DIST. SUBSTRATE _ SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 W W W CW S.CC A 34474 SUBSTRATE BY OTHERS SEE TABLE 1 M MIN.EDGE DIST. IN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC INSIDE AN SEETABLEIONANCHOR— SINGLE HUNG MIN.EMBED SEALANT BEHIND SEE TABLE MENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM o 1. a Z aZ0 PERIMETER SEALANT z w-j 0 ¢w O w PERIMETER SEALANT BY INSTALLER w z O Z o:k Z F- BY INSTALLER INSIDE AND OUT 0 LL F--W Z O 3�2 INSIDE AND OUT INSTALLATION ANCHOR Z Z r-Q W w p 0 SEALANT BEHIND SEE TABLE 1 O O O Cj a=F-w INSTALLATION ANCHOR cn z H CO D. FLANGE BY INSTALLER SEALANT BEHIND O Z—y Z F-M N SEE TABLE 1 / FIN BY INSTALLER Z 001 O U— �g� HORIZONTAL SECTION / C� HORIZONTAL SECTION y TYPICAL FIN ANCHORAGE F-Q O W O=LL O? 6 TYPICAL JAMB ANCHORAGE 6 HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O O U) O !r Zs2w OJOF O wFEL � ELM 114"MAX.SHIM D• ~ O- d SEALANT BEHIND FLANGE BY INSTALLER O %%%,PNp' W,,T •.y..0£NS PERIMETER SEALANT F•';p'L��I MIN.EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT e,4 ?as SUBSTRATE BY OTHERS :;p•.•STATE OF SEE TABLE 1 MIN.EDGE DIST. ��CCS' O R 10Q'��=d� SEE TABLE 1 00 p�OsiONA; q VERTICAL SECTION 6 lls TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAMETYPESUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3l16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZON PH.941-380-1574 D TAL SECTION FLANGE GROUT-FILLED CMU(ASTM C•90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" AIDE 06/10/OS MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-155 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1 :2 60F6