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HomeMy WebLinkAboutProduct Approval 2/11/2020 Florida Building Code Online t?9FAlTtM0NT OF O M1M1 n r P 0 ® 9 O ' a 3 / V 1 BCIS Home i Log In ( User Registration j Hot Topics Submit Surcharge Stats&Facts 1 Publications Contact Us j BCIS Site Map Links Search db a �1. r (i.-B& ProductApproval IUSER:Public User 'n a EFEB CEIVED Product Approval Menu>Product or Aoolication Search>Applica f I 19 Search Criteria Refine Search County, Permitting 1 Code Version 2017 FL# 5823.1 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-Applications FL# Type Manufacturer Validated By Status FL23-R8 Revision Custom Window Systems Inc. Steven M. Urich, PE Approved History- FL#:FL5823.1 (717)317-8454 I e 0 Vinyl Single Hun Description: 8100 Vinyl Single Hung(Impact) l I Category:Windows j 1 i Subcategory: Single Hung I xApproved 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 mall 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 dick here. Product Approval Accepts: MEMO ® ®0 E Credit Card Safe 0 �a.M1 https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 • V. SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: f( agum� (SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy\W/�'j1IND®y�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. www.CWS.CC 54 AN 2.GLAZING OPTIONS; SEE SHEET 2 OVERALL FLANGE WIDTH ( )37 114" 8100 PVC 3.CONFIGURATIONS:"O/X". SINGLE HUNG 53 1/8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 4815/16„ 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 31 13!16" INFILTRATION TEST PRESSURE AND GLASS TABLES ~ o w O v�w O o Z 77 1/4" I I GLASS DLO ASTM E-1300-04e01/09. w Lu p o uj k MAX OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o �W 3 LU z O of 3:m FLANGE DUCT.SEE SHEET 6 FOR ANCHOR Z Z 2¢ w O0 IN THE DESIGN OF THIS PROx � 0 HEIGHT I I -- DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I-1-Lj a-_ tr 0 GLASS 631/4" I -I- ANCHOR CALCULATIONS. Z O 0?Z j U U) 76" I I DLO OVERALFLANGE I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP Q ♦—Z LL`2 0 O LL Z MAX. I I HEIGHT 0 7, LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL >_ <4 0 F P:F 0- HUNIT EIGHT I B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO F o } O MAX DLO HURRICANE WINDS AND FLYING DEBRIS. ii Z m w O�U)F UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 Lu F O d 0 } B HEIGHT I 1 i USED AT FIXED MEETING RAIL AND JAMB. tY X w Lu �w Lo 3 116. 1 I 8.SERIES/MODEL DESIGNATION SH-8100. D a MAX. C 3 5/16 %%��``PNORE�rT�i�� SASH 6 GLASS 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: HEIGHT X D DLO MAX X=OPERABLE SASH,O=FIXED SASH '��w•-'\G E N .......... �G '�� SASH 6 ZE HEIGHT GLASS v No 58201 •°I-A I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - I 4 I 1 I I p LOCATION. �11 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. '0 STATE OF :�4r� C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62"' 6 rrgnnuu�+`` 46 3/8" GLASS DLO GLASS DLO 4911/16" 31-5/J57 — 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 DESCRIPTIDN: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE IMPACT RATING TABLE OF CONTENTS RATING ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 NON-HVHZ +/-65 PSF 53-1/8"x 76" ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: __. REV..------- SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 D 36"x 62" SCALE: — SHEET INSTALLATION ANCHOR SCHEDULE&NOTES..........5 SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 7/8"OVERALL INSULATED GLASS --718"OVERALL INSULATED GLASS Qog•®mD'fj ----1/8"ANNEALED --1/8"ANNEALED WINDOW SYSTEMS II l ISI/�1 1900 SW 44TH AVE. --- -7116"AIRSPACE ------7/16"AIRSPACE OCALA,FLORIDA 34474 5/16'LAMINATED GLASS ----5/16"LAMINATED GLASS WWW.CWS.CC —1/8"ANNEALED —1/8"ANNEALED 8100 PVC —.090"PVB INTERLAYER BY DUPONT --.090•PVB INTERLAYER BY DUPONT - -1/8"ANNEALED - 1/6"AN SINGLE HUNG IMPACT QUANEX DURASEAL QUANEX OURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H"OR SIKAFLEX 552 1 B PURFECT GLAZE"H"OR SIKAFLEX 552 Q Z 3 Q z �- - �- z ❑WO ¢1WI--pL �3840 1/2"GLASS BITE 112'GLASS SITEW ZO? D=H"ZOLL F-WZ�3�S —!. 38 —1. O OHOa¢WOO U UcgI-ZD-Fcoa ❑ Z-U)-ZF-❑� Z 0(D ❑V- 4 O w <QOWOOOLL Z _ Z ll.l OL71❑WU)❑WOW Ft ( W J D. a w _~Ir aoaU) GLASS TYPE A a ~ a a'IL OFIXEDTLITEtACREW SASH LITE P E N sfi GiQ�G� 7/8"OVERALL INSULATED GLASS - 7/8"OVERALL INSULATED GLASS :v No 58201 ••'.�A^� 1/8"TEMPERED —118"TEMPERED pro: ;at '9 STATE OF ;W —7/16"AIRSPACE -- -- 7116"AIRSPACEO'. A' W� !A\ P%� 5/16"LAMINATED GLASS --5/16"LAMINATED GLASS 1/8"ANNEALED 1/8"ANNEALED —.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT -118"ANNEALED - -1/8"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 LUCAS A.TURNER,P.E. 1 112"GLAT ISS BIE 1/2°GLASS BITE FL PE#58201 1239 ,F 38 1 38 + NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS — DRAWN BY: DATE. ADE 06/10/08 DWGN 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 INTERIOR �l9lyny�®�• WINDOW SYSTEMS L�1� 3 �21 19 10 39 1.1 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc W.0 W S.CC o� o _ 41 4t��46 41 8100 PVC SINGLE HUNG IMPACT e� Qoo ¢ z � <zo D F- ❑Wo ¢wow 12 20 25 Z w o❑ W ZOZ D_—zI ❑ ¢fn2y0wit m SECTION VIEW B-B wzF-wo Z zo Z x0¢a00 0 0L)F- a=F-a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ❑ z U) z F~ RIGHT SIDE SHOWS SASH SECTION VIEW. z O C7,-zuui 0 O- 30 >- <�owgmOz 2¢ F z 38 w ��Luai0 Lu 5 29 a ~ w W �� a = a Of lJ INTERIOR ,,�l1uu481"', 32 © ii�� DREW P 6� 48 19 :9-= STATE OF :�W 8 12 13) 104 25---� 4 II I 15 f f— a a o --__g/22/2017 _P.E. 4o LUCAS A.TURNER, FL PE#58201 z __ ro �7o Q 16 1239 JABARA AVE. Il NORTH PORT,FL 34288 41 PH.941-380-1574 SHEET DESCRIPTION SECTION VIEW C-C SECTION VIEW A-A ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWGK' —REV. ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43.45 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER ����® ITEM PART# DESCRIPTION MATERIAL VENDOR 3118^---{ CONSTRUCTION 1 H-6031 Frame Head,Flg,Single Hun PVC MIKRON W S 2 H-6031 Frame Sill,F1g,Single Hun PVC MIKRONyff D 1 1 15/16"--{ 2 3/16„— 1900 S 44TH AVEMS. . 3 H-6031 Frame Jamb,FIg,Single Hun OCALAPVC MIKRON I , LA 2 OCAFLORIDA 34474 4 H 1838 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 3 6 WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON 11/1x" 1 5!8" 1 5/8" 6 H-6027 Sash Top Rail PVC MIKRON 1116" 7 H-1497 I Reinforcement for STR ALUMINUM KEYMARK �o L 1116" 1116 CORNER WELD 8100 PVC 8 H-6028 Sash Bottom Rail PVC MIKRON O (ALL SIDES) SINGLE HUNG 1:8 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK -- IMPACT 10 H-6004 Sash Side Rall PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 11 3-1498 Reinforcement for SSR ALUMINUM KEYMARK 12 5-6064 Gazing Bead PVC MIKRON o W 0 a1 w O o 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 31/6• 1 22 w z O z [r�z F 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL _ 0 1¢-w§z 0 3 3: 15 P-4632 SweepLock ZINC SULLIVAN 47 1 1/2 Z Z M�¢tr W 0 0 16 P-4633 Barrel Fastener STEEL FASTENAL p 1 3/16" —�{ _� 00 0 O ti a a I FIXED MEETING RAIL to Z 17 Block&Tackle Balance STEEL CALDW ELL 21/6" 1 10 4 z Z- -z F SCREWED TOGETHER WITH Z O D U� U- 18 Purfect Glaze'W or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME QF:-,20,1,Z O u-O 1116" 1:6 > < 0Lu-T0? 19 Sash SEE SHEET 2 GLASS CARDINAL 9/18" O 1 518° n 2118° 1116" ¢ - O F U�Z 20 Fixed SEE SHEET 2 GLASS CARDINAL p ll _ r O W}Q LU O g 21 P-3429 Wst .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB 0 U 1116 E Z.w-O�U)� 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL I`1° p ui 1-00 a a: T 23 #10 X 1 1/2"Panhead SMS STEEL FASTENAL 2 PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 d u Lu U 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 25 5-6014 Screen Catch PVC MIKRON 0+ IoREtv��'4, 26 S-6013 Screen Support PVC MIKRON '01 PipErys•TG)jG� 27 P-4051 #8 x 1 1/4"Ph Fh TEK,W ht ZINC FASTENAL 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL 1 5116° yr16^-�- Z*: No 58201 s gf 112"— 1 118" 1 118"� # # S# 29 P-3783 Impact,Lock STEEL INTERLOCK 1 r 5/16^- -o_ - 30 P-4069 Impact,Keeper STEEL INTERLOCK {L� Nz- STATE OF :UJ 7/8" 42sl 1 °'O� rum 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wilt STEEL FASTENAL L �l -oa5 III �'•�F <,o..10P'G��;`, v1s" 1116^ 32 P-3218 Screen Frame ALUMINUM ACEMETAE 1/16° 4,SS70NAGE'`.�`'�, 33 P-3321 Screen Corner Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 34 P-3228 Screen Spline RUBBER DAPA 35 P-3581 Screen Cloth VINYL WIER 36 P-3033 Screen Spring STEEL HURLEY 37 P-3029 Screen Pull Tab STEEL HURLEY .z 41-, _ �8° 114" - 38 P-3352Set.Blk.85 Dur.1/8"x5/8"x2" RUBBER FRANK LOWE 3/4"- -- I- ___ _39 P-3768 #8 x 5/8 Phil Pan Znc ZINC FASTENAL F � � � 12 LUCAS A.T/URNER,P.E11115116" 1" 7 718"40 P-4479 Weepcover PLASTIC M&M J a 111x" 1/16„ FL PE#58201 41 P-3113 Screw Su ort RUBBER TEAM 6" 1— j— 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 BEAU-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 46 j P-3752Hale Plug PLASTIC M&M 112" BOM AND EXTRUSIONS 47 H-6048 Frame Head,FIN,Single Hun PVC MIKRON 3116" DRAWN BY: ---DATE. -- --- 48 P-4959 I Wst .,0.420 x0.187 back NYLON ULTRAFAB r--3 T� ADE 06!10/08 r� ai -- DWGp: REV. -- --- , SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 1:2 40F6 r 15°MAX.O.C.(TYP.) =0_ WINDOW SYSTEMS 6`MAX.(TYP.) 4"MAX.(TYP.) .{I B"MAX,O.C.(TYP.) 1900 SW 44TH AVE. 6°MAX.(TYP.) - 4 MAX•(TYP.) I OCALA,FLORIDA 34474 4"MAX.(TYP.)-- 8"MAX.O.C.(TYP.) WWWCWS.CC -- - -- -- ANCHOR AT MIDSPAN(NP.) _ 6°MAX.(TYP.) +I 4°MAX.(TYP.) p ---- I I I I 6°MAX.(TYP.)- I X7100 PVC SINGLE HUNG 14" Q MAX.O.C. O MAX.O.C. (TYP.) IMPACT (TYP.) L I I 10 13/16" I O MAX.O.C. O I Q z 2: ¢Z Q I I MAX.O.C. (TYP.) F- O W C! W p MTG RAIL 1 I (TYP.) W Z JO�Z ?� O at)3:)-U ED �. (y 4"(TYP.) -`MTG RAIL O O F-O Q if Q W O O 4'(TYP.) X X J U Owl-ZaF-wD- 4"(TYP.) I I I I Z- Z F-�w 1 I I I I X I I X I Q 0ZLL(6OZD0l ; ^ I ^ I } Q<�W- OZ Q m< P- � U1-Z -- __ w OBD=oi0www a Z=a �0�� O LUF-O EL Z: ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) R LA UT- GE NC OR LAYOUT- FIN a F= 'L a a SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 6 UNDER SIZES 36"x 62"AND UNDER ,'%,����S.1DREty Ile, � SGP:y�GENSF•.'4�4 ,�' No 58201 'rnA +O. ST TEF ;4ki T° P, NOTES: ONA�Eels 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. I- 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 DESCRIPTFDN: — 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 Bv: 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 06110/08 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: -- FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FM/VWDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:25 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLET —SUBSTRATE 1�1. I�S'A�J(G ULICI MIN.EDGE DIST. 1/4"MAX.SHIM BY OTHERS WINDOW SYSTEMSSEE TABLE 1 MIN.EDGE DIST. SUBSTRATE —� SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. _ 1/4"MAX.SHIM F SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS I www.cws.cc SEE TABLET MIN.EMBEDMENT o MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8100 PVC BYINSTALLER 1 SEETABLE, ANCHOR -> i SINGLE HUNG INSIDE AND OUT � /, SEE TABLE 1 SEALANT BEHIND C� SEE TABLEDMENT IMPACT FLANGE BY INSTALLER 114°MAX.SHIM 0 a z PERIMETER SEALANT F' ❑W O U)w o 0 ❑ PERIMETER SEALANT BYINSTALLER W W_10 O Z 1� INSIDE AND OUT O BY INSTALLER ❑ LL H W 2„Z I-� INS DE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q W w O O SEALAN I BEHIND SEE TABLE 1 O O F O U Q=I-D= INSTALLATION ANCHOR— FLANGE BY INSTALLER SEALANT BEHIND O O In F-z CL (0 IL SEE TABLE 1 FIN BY INSTALLER Z ZO( O Z F 0(6 V w g HORIZONTAL SECTION / �. 1 HORIZONTAL SECT ION a I-Z LL 2 O O,Z 6 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE w 2 Q O H t=F O- HEAD AND SILL SIMILAR FOR FIN INSTALLATI F "i W OLLU)wU)OujwW EL O w~0 a-1: - 1113: 1/4"MAX.SHIM a F' a. w a SEALANT BEHIND FLANGE BY INSTALLERP �R.wIT�'�.� PERIMETER SEALANT u '�OPS•y�O E N S� BY INSTALLER MIN.EMBEDMENT v= No 58201 -P INSIDE SE�E TABLE 1 w*' * .*' INSIUE ANU OUT SUBSTRATE BY OTHERS - 4�0 STATE OF •;�W`�� SEE TABLE 1 MIN.EDGE DIST. r •�.1 O R tOP,��� SEE TABLE 1 40('� A VERTICAL SECTION /feels silwo""�` 6 TYPICAL SILL ANCHORAGE U z� TABLE 1:APPROVED INSTALLATION FASTENERS a ______9/2212017___._ FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. ❑ LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1-1/8" FL JA#RA AVE.PERIMETER SEALANT— � 1239 JABARA A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"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 PH941-380-1574 D .HORIZONTAL SECTION _ - FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1l2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:- - FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8'• HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/0" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, —— 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwN_BY onrE- FLANGE 7/16" ADE 06/10/08 (33 KSI YIELD MIN) #10 GRADE SELF-DRILLING SCREW THRU 0REA -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWGP ---REV.. ----- 1/8"ALUM.(33 KSI5 MIN.)OR DRI LNGS 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 CWS-155 D -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _ FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. scALE. SHEET 1:2 6OF6