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HomeMy WebLinkAboutProduct Approval • Florida Building Code Online Page 1 of 1 ,- ' . _ `, '7"--::--;,' a` _ '6"....".', e . _ �sine f&, ofessioegula on a . l ii mN.` q—. -.:. :%,w ` w..a; §S a r ,Ag 71;$8AR•,44 01/S f rAkt Bf ..k BCIS Home I Log In I User Registration of_Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Unks I Search Florida /.17:0) Product Approval Pr USER:Public User • 3EmuX+aF7 Product Approval Menu>Product or Application Search>Application List .:,,,,Y',;''Jr,V:4.17 Search Criteria Refine Search ' 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 FL5823-R8 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved History FL#:FL5823.1 (717)317-8454 Model:8100 Vinyl Single Hung Description:8100 Vinyl Single Hung(Impact) Category:Windows Subcategory:Single Hung *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I I I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 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: rri EN OAR iel k .~--Credit Card II Safer securitymmt.tcs• http://www.floridabuilding.org/pr/pr_app_lst.aspx 5/3/2018 I. SINGLE HUNG - LARGE MISSILE IMPACT GENERAL-NOTES: +r (SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS , TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 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 54 318" 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH 371/4" 3.CONFIGURATIONS:"O/X". 8100 PVC 53118"MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: 4815/16„ _ IMPACT GLASS DLO L., 36" DESIGN LOADS BASED ON,TESTED PRESSURE AND 36" . GLASS TABLES ASTM E-1300-04e01/09. __ - I MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ' - I / 3,13/16 ASTM INFILTRATION 0 0TE0 PRESSURE AND GLASS TABLES z w w Q ,o wI-o 0 77 1/4" I I GLASS DLO w Z O Z 0C 1-...,•,'"I- MAXOVERALL I I A► I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Li H w--Z O W _ FLANGE __ J IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=2 Q ce w O O HEIGHT 1 If—y DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O H O,j¢=F w 0 33 15116" 63 1/4„ -- -I- , ANCHOR CALCULATIONS. 0 Z-W-Z FH..j�_ GLASS OVERALL I I I I Z Z U co-,— V 76" I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP } ¢ w w O O O z MAX. I I HEIGHT t LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 2<O H H H Z UNIT 0 2Z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO Q O HEIGHT 62„ B B GLASS HURRICANE WINDS AND FLYING DEBRIS. w O o w w DLO u-127 z�w OoU7H 1 MAX UNIT I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT O w H-- O a i } HEIGHT I I I + USED AT FIXED MEETING RAIL AND JAMB. a = a 3.-11- 1n � I LC 1--- , 37 5/16" I I 8.SERIES/MODEL DESIGNATION SH-8100. ,,`„,,1������/��,, SASH v e GLASS 30 5/16" 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: �O�y POREw TG 'i HEIGHT x e MAX XSASH X=OPERABLE SASH,0=FIXED SASH GP •,:��GENSF�'�2�: HEIGHT I 27: GLASS .; No 52201 -A I. I I I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR *: t I `/��� I LOCATION. 4 I I� I t :1,5)04,1L... STATE OF ,P4/+ _ I 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. _�± _ _JI� A C�� 1 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". lrir$S"�O R tOh��``�. 46 3/8" 6 Ag.. r.aSloNAl lull GLASS DLO GLASS DLO 49 11/16" 11_5/* LucasTurne MAX.SASH WIDTH MAX SASH WIDTH r �..Z- 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: LOCATION MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING GENERAL NOTES AND 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 SECTION VIEWS&ALT.FRAME 3 HVHZ +/-67.5 PSF DWG#: REV.: LARGE MISSILE IMPACT EXTRUSIONS&B.O.M 4 NON-HVHZ +65/-75 PSF CWS-155 D ANCHOR SCHEDULE&NOTES 5 36"x 62" SCALE: INSTALLATION DETAILS 6 HVHZ' +67.5/-75 PSF 1:1 SHEET 1 OF 6 11 C9 A. 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Cha O 1,L71 IM 0 INTERIOR 1 T O `,%%%%%%%%RE W""iii } No 58201 :13% Vit• STATE OF :44, S 1 ''4�(":,s COR 10 fir`. ® 11.1111 ! 0 1 ® ,�%'SS'ONaoEo,� Di OA 1 .,41 .zz_ 9 . 1'1 e Tr—1 m 11111.11114•••1 Yr1 — w_ � 9,22/2017 - I LUCAS A.TURNER,PEFL PE#58201�' ' .� m 1239 JABARA AVE. © I I NORTH PORT,FL 34288 CD PH.941-380-1574 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.: CWS-155 D ITEMS NOT SHOWN FOR CLARITY: 22,27-28,33-37,43-45 SCALE: SHEET 1.2 3OF6 I ��, Z MOONIM WOlSf1O JO OIS IW213d .d SI ON!'SIA131SAS �ar•�.*,a3'...<1..,/• a W v v O o ❑ W" RIn• v U D t— N311121M 3H11fOH11M 31OHM 4.4.3,. LL •• w N Q J D w co .. 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O R IO J y. 0 0 0 CO O O O CO O C C IO CD CO C) V co O O O r O N N C) N IO O O C) t- O O N C) n O 0) Q O O O c0 CO CO 0 ,- 0 CO CO V V IO _ C) C O (O C) C) C V co co CO CO CO CO CO CO C) a7 CO CO CO CO O 1. Q • a ± ± ± ± J tttttrnchdaa � � " aa (wwaaaaaaaaaaaaaad aaaaata ui H a- N C) '7 O CO t• co co CD ,- N CO In CD N. CO CO O N CO [t (O CD n CO CO CD N'CO "A' U) CD N. CO 0) O N CO •.4. 4') CO N. CO 0 L„, N N N N N N N N N N CO C) CO CO CO CO CO CO CO CO V' .4. st Nr .7 .7 st Z 15"MAX.O.C.(TYP.) - - - - - - - - --- V-(rS'gg WINDOW SYSTEMS -I 6"MAX.(TYP.) _ 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) 4"MAX.(TYP.)--1OCALA,FLORIDA 34474 - I I - I ANCHOR AT MIDSPAN(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WWW.CWS.CC -- 6"MAX.(TYP.) 4"MAX.(TYP.)- --I 1- -- 6"MAX.(TYP.)--, 8100 PVC Mnx.o.c. — SINGLE HUNG I I I I 14" -- 0 - (TYP,) 0 1 T IMPACT MAX.O.C. - (TYP.) _ I I 8„ _ I I L . 10 13/16.. - I I MAX.O.C. I 0 Q Z ¢Z I I- I I' MAX.O.C. (TYP.) 1- ❑w 0 Q W-p r I - I - Z W O - W 1 _ L MTG RAIL I I (TYP.) (` (] Q }O 0] 4"(TYP.)] �.. _(`MTG RAIL O O�O¢Q WOO T ;CI ~0ci_ 4"(TYP.) - X - X 4"(TYP.)J 1' I I I Zz0c ZF-7U_I �^,aII lr/? X I I r^� X I O�?U�ZOLLU LI lJ I Ll /ALJ a�ayOWO~OZ I -r--�- +1• - — _ /- _ -_ W O >-D -2 a O0u)F -r-r`-^ p WFa cc W02tn ANCHOR LAYOUT-(FLANGE). ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN). a 1 a al SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER ,,,,I lAlgpgQ �.�p.�.•,;0EN, .,,p2,4 JC:T No 58201 "'A. C*: * :*•- g1.ot STATE OF t�� V4'.a4 O R I°t.... .`' • � NOTES: ,,'rot,ONALr ... 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. `y- - 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 TABLE1,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/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET ' 1:25 50F6 - - - _--- - -. - -- - MIN.EMBEDMENT - - - - - - rip TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE (y(Jrp1J�®(JU(y• BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 + I 1!4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS-�`% - r JI' I WWW.CWS.CC SEE TABLE 1 I MIN.EDGE DIST. / MIN.EMBEDMENT ■ SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 �if ' ^ 8100 PVC BY INSTALLER + ! INSTALLATION ANCHOR •, �� INSIDE AND OUT �- SEE TABLE SINGLE HUNG SEALANT BEHINDif--,rme_i,�- �E ' // SEE TABLEDMENT IMPACT FLANGE BY INSTALLER —1/4"MAX.SHIM -I -I �I ' . -MI J * PERIMETER SEALANT ZW W 00 Q,z-1-1 p PERIMETER SEALANT ��77 ¶ INSIDEANDOUT BY INSTALLER W Z O 2 0 Z H BY INSTALLER 1s1 O F W Z H O INSIDE AND OUT INSTALLATION ANCHOR Z Z=M C cE W0 0 SEALANT BEHIND SEE TABLE 1 0 0 1-O%j•S=F cc INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O(.0t~i)Z• n'F-rn a SEE TABLE 1 FIN BY INSTALLER Z ZO U' -Z I-U u) OB HORIZONTAL SECTION OC HORIZONTAL SECTION } .1,z. -5z0,0 z LOL w p O LLO Z 6 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE LC 2 Q O F.I-r HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O Q } -ZO up W LLCG W u)OJ(W 111 I-- 0 LU � WO� 0: _ CO I -1/4"MAX.SHIM d 1- D- C a SEALANT BEHIND II FLANGE BY INSTALLER ��C= ttttt rrr4 u t�tmhr Ott P110RS4y T p� PERIMETER SEALANT / / Al'.0'1. gF.0,0.., MIN.EMBEDMENT J; '•tr+ BY INSTALLER SEE TABLE 1 ��• No 58201 %"P- INSIDE AND OUT *; * ��, V OS ler z. /J 1:53.• STATE OF .40 SUBSTRATE BY OTHERS) / +O'. •ZU� • SEE TABLE 1 I MIN.EDGE DIST. Jr +'4 6...4 O R 1 pP.\a`t SEE TABLE —_� ,�+rss7O� L- ...1 qO VERTICAL SECTION ` rrrgtMAtttttt S TYPICAL SILL ANCHORAGEE . ., _. LC 2< r... I TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE 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 # PERIMETER SEALANT 12399 JABARA58RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" D HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" O BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL11 KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE' FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG B: REV.: FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 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" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6