Loading...
HomeMy WebLinkAboutProduct Approval (2) 7/22/2019 Florida Building Code Online s _ BCIS Home ' Log In User Registration Hot Topic Submit Surcharge Stats&Facts - Publications Contact Us BCIS Site Map Unks Search b a ye Product Approval V(`,+ USER:Public User <^I Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 4091.5 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 Search Results-Applications Type Manufacturer I Validated By Status LtL 1-R8 !Revision Custom Window Systems Inc. Steven M. Urich, PE 11 Approved ry- ( FL#: FL4091.5 (717)317-8454 Model:SH-8100 Oriel Description: 8100 Vinyl Single Hung Oriel w/HD Meet. Rail fI Category:Windows I + Subcategory:Single Hung *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 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: ® © eCliec9 Credit Card Safe i https://www.floridabuilding.org/pr/pr app_lst.aspx �/� GENERAL NOTES: -------- -------- --- owo�® -- SINGLE HUNG ORIEL - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED m. 10 COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION. 19U0 SW 44TH AVE. - OCALA,FLORIDA 34474 531/4" 2.GLAZING OPTIONS:(SEE SHEET 2) W W W.CWS.CC ---- �-- MAX OVERALL 3.CONFIGURATIONS:"O/X". FLANGE WIDTH 8100 PVC ---52"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG -47 13/16"GLASS DLO GLASS TABLES POSITIVE DESIGN SLOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT A INFILTRATION TEST PRESSURE AND GLASS TABLES -- ASTM E-1300-04E01/09. ¢ Z ¢z 0 -I- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w�O ¢W w I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR w z O z 'L z I- DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 r w§i Z O0 w�'Fn ANCHOR CALCULATIONS. Z Z=m a m w p O O OI-0d<a.=I_a 97 1/4" B B (3.NUT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Cp7 Z V))z z MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z p O�- j U En OVERALL I I I Q F-Z,L 2 zp O LL Z FLANGE I O I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT <Q O Lu 1_m O- HEIGHT 61 1116" USED AT FIXED MEETING RAIL AND JAMB. < =m W�3 O 96° U OSS 8.SERIES!MODEL DESIGNATION SH-8100. F Z V)a O�U))IW- MAX. IL HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: _1-¢ W w10 I I X=OPERABLE SASH,0=FIXED SASH IL F D- ofa I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR pREIM�4�� LOCATION. ��oC 0.4 lG'•1� SF..-Ayy. 11.EXTERNAL WEEP SLOT=112"x 2-1/2"LOCATED 4"FROM BOTH ENDS. No 55201 :�-P I 7 . 4e` 30 3116" STATE OF C Y6 7l8" S o, R w,C MAX' x 7 GLASS Lucas Turner ��11c��'•.<,O p 1Qp'����` HES HT ^ D DLO 2017-09-16 I L'LJI� I 7 I I I 07:30+20:00 C I A C�JA -- 7 - 9/07/201 7 45 3l15° --- ---------- - GLASS ULO LUCAS A'TURNER,PE. 48 1/2" - , FL PE#58201 MAX.SASH WIDTH � 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 snetl UESUMPTICN: ---- TABLE OF GENERAL NOTES AND CONTENTS C� ELEVATIONS GENERAL NOTES&ELEVATIONS DRAWN 9Y: --_-DATE: GLAZING DETAIL.................................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 4 AAJ o7/os/oa COMPARATIVE ANALYSIS..................3 s SECTION VIEWS&ALT.FRAME........4 SEE COMPARATIVE ANALYSISREV.----- EXTRUSIONS&B.O.M........................5 OkIEL 52 x96 CHART, SHEET3 NONE CWS-293 D ANCHOR SCHEDULE&NOTES.........6 - - -------- �INSTALLATION DETAILS...................? sDALe,'-- SHEET 1:2U ----- ------ - — -- ';cam---- —:2 --1 OF 7 WINDOW SYSTEMS 19OU SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG NON-IMPACT a Z � QZ?. r ow0 oo Z WJb W W ZOZ_ m- t Ow rw�Z���= 7/8"OVERALL 718°OVERALL 718"OVERALL 7l8"OVERALL Z Z=2 Q m W p O 118"ANNEALED 118"TEMPERED 3116"ANNEALED - 3/16"TEMPERED O Z Z Z IL F�U) 518"AIRSPACE 5/8°AIRSPACE 1/2"AIRSPACE 112"AIRSPACE Q �Z W 2 O O w U r Q Ow—x0? 118"ANNEALED 1/8"TEMPERED 3118"ANNEALED 3116"TEMPERED Q 2 K �U~Z 4 W O O >- W O W 47 SIKAFLEX 552 OR 47 SIKAFLEX 552 OR 47 SIKAFLEX 552 OR 47 SIKAFLEX 552 OR Z W O w U)r PURFECT GLAZE°H" PURFECT GLAZE"H' PURFECT GLAZE"H" PURFECT GLAZE"H° O W d= } 1 a r a W 3wU) 11�S BITE 1/2"GLASS BITE 1!2°GL�SS BITE 112"GLASS BITE EL �Pp1OREW��C 3 23 3 23 ;Vi^•�\C EfJSF•.�,u�1 No 58201 %-P :as :'A% STATE OF ;1U� GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D O��S.4<O R.......... z2 9/07/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: AAJ 07/08/08 DWC A: REV.: CWS-293 D SCALE. SHEET 1:1 2 OF 7 Design Pressures(PSF)for Fin or Flange Oriel Configuration with Sash Glass Type A,B.C,or D,&Fixed Glass Type as Indicated in Chart Unit Sash Fixed Unit Widths(in.) ] Height(in) Height(in.) Glass Type 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 52 WINDOW SYSTEMS A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 19OU SW 44TH AVE. 27 1/2 12 OCALA,FLORIDA 34474 B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +601-90 W W W.CwS.Cc 29 1/2 12 A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 -- B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 8100 PVC 35 1/2 12 A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/89.5 +60/-79.8 SINGLE HUNG B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 NON-IMPACT 41 1/2 13 3/16 A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/87.1 +60/-75.8 B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-88.8 a z ¢z 3 47 1/2 15 1/16 A +60/-90 +60/-90 +60/-90 +60 1-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-84.3 +60/-74.9 z w w o ¢w oO w w zOz Q�kKr- B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-81 0 ¢Tn§>o=�m A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60!88.5 +60/84.7 +60/-77.4 +60 I-71.2 z z= Q�w 2 0 53 1/2 16 15/16 O O�-0 L5<a: +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-85.7 +60/-75.3 O O rn�z a P n a A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-84.3 +60/-80.5 +60/-76.2 +60/-70.9 +60 165.2 z 0 0:-z~6 m 59 1/2 18 7/8 ¢ 1--LL M 0 LL U B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/81.4 +60/-70.9 ¢3 O w-=Oz 63 1/2 20 1/8 A +60/-90 +60/-90 +60/-90 +60 I-90 +60/-87.1 +60/-78.7 +60/-75 +60/-72.1 +60/-66.9 +60/81.2 r O o r 3 0 B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-79.2 +60/.68,7 Of LL Z.w p IL - D A +60/-90 +60/-90 +60/-90 +60/-90 +60/84.4 +60/-76.2 +60/-73 +60/-70.3 +60/85 +59.1/-59.1 O w r O o-z0 of>_ 65 1/2 20 3/4 a a 3 Lu B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-78.3 +60/-67.7 67 112 21 3/8 A +60/-90 +60/-90 +60/89.3 +60/87.9 +60/81.4 +60/-74 +60/-71 +60/88.2 +60/83.1 +57/-57 ,``,`��P�ORE B,C,or D +60/-90 +60/-90 +60!-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-77.4 +60/86.8 ��p5•••'p E N p'. 71 1/2 22 11/16 A +60/-86.7 +60/84 +60/-83.7 +60/82.2 +60 I-77 +60/-71 +60/-68 +60/-65 +59.3/-59.3 +54/-54 .'J�': qv No 581-01 :9 B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/88.5 +60/-76.1 +60/-65.4 ?*; A +60/82.2 +60/-78.6 +60/-78.5 +60/-78 +60/-73.9 +60/-68.3 +60/-65.5 +60/82.4 +56.6/-56.6 +51.8/-51.8 '-O= a: 743/4 2311/16 %9 STATE of ;�U: B,C,or D +60/-90 +60/-90 +60/-90 +60 1-90 +60/-90 +60/-90 +60/-90 +60/-87.4 +60/-75.2 +60/-64.4 Oni� .240 + 8 1/2 25 13/16 B,C,or D +60/83.9 +60/83.2 +60/83.2 +60/83.2 +60/83.2 +60/83.2 603 83 2 3 4+60/83 2 +60//73.4 +4 0? 2-62 8 86 3/4 27 1/2 A +60/-70.1 +60/83.2 +60/83.4 +60/-63.8 +60/-62.7 +58.1/-58.1 +55.6/-55.6 +53.3/-53.3 +49/49 +44.6/44.6 B,C,or D +60/-75.1 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-72.1 +60/-61.7 L� 96 30 7/16 A +60/-63.3 +54.2/-54.2 +53.7/-53.7 +54.1 1-54.1 +54.7/-54.7 +52.7/-52.7 +50.7/-50.7 +48.6/-48.6 +44.8/-44.8 +40.9/40.9 B,C,or D +60/-63.3 +60/-60.6 +60/-60.1 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 9/07/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET UESCRIPTION: COMPARATIVE ANALYSIS _ DRAWNBY: DATE: AAJ 07/08/08 DWGH: REV.: CWS-293 D NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE' SHEET 1:1 3 OF 7' o=00- INTERIOR WINDOW SYSTEMS 19UU SW 44TH AVE. OCALA,FLORIDA 34474 45 32 54 12 38 13 3 3 24 45 www.cws.cc 8100 PVC 0 ° 7D SINGLE HUNG NON-IMPACT p 45 a ? ¢z� _ 0 O r ❑w0 arwr000 W zOOz_ c: 14 33 Z Z T�<w w o p o D o F-w�Z03�= 3 15 53 17 65 66 63 19 4 0 0E-0U¢=F-w SECTION B-B 0 uV)�Z°'~U)n- ❑ z u) ZF 7rn 53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ O z 0 w z 7 0 0 F—w'200wz RIGHT SIDE SHOWS SASH SECTION VIEW. } ¢ O w—=O � �¢ �F-I=z 40 W Oo Howww Aw 0J(gF- 1 39 0 wF_ W7�(T cr CREW INTERIOR `��� Pp1 � 4 g �0Q9. G EN No 58201 5 62 L'A0: STATE OF •;�k/ IFS-4 O R 10.'*����� 16 65 66 10 62 47 lu 34 48 18 � 33 �p 9/07/20 U LUCAS A.TURNER,P.E. 2 3 FL PE#58201 30 1239 JABARA AVE. �p 45 NORTH PORT,FL 34288 PH.941-380-1574 0 p SECTION C-C SHEET DESCRIPTION ALTERNATE FIN FRAME SECTION A-A SECTION VIEWS DRAWN BY: DATE: AAJ 07/08/08 DWO p: REV: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-293 D 20,25-26,31,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 4 OF 7 PARTS LIST Item Part# jDascription Vendor Material 3118" -{ FRAME CORNER �}�) 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl CONSTRUCTION I! •�/�(/Q 115/16" V-trtlnv uulY I�\(,�✓r/'�I 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 69 5 (--2 3116" WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl {� I 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl I 8 OCALA,FLORIDA 34474 5 H-1681 Heavy Duty,Wet.Rail,Fxd.Aluminum Keymark Alum 15/8" 10 WWW.CWS.CC -1I16 I B H-6027 Sash Meet.Rail,PVC Mikron Vinyl 3 g/1g^L L1/16" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum f8100 PVC 10 H-6051 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD (ALL SIDES) SINGLE HUNG 11 S-1498 Reinf.S.B.RJS.S.R Keymark Alum PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1:812 H-6004 SashSiderrop/Bot.Rail Mikron Vinyl H-6051 H-6027 NON-IMPACT 13 S-1498 Reinf.S.B.RJS.S.R Keymark Alum 14 S-6064 Glz Bd.,7/8",Fxd.,Horiz Mikron Vinyl PVC FRAME FIN 37 15 S-6064 Glz Bd.,7/8",Fxd.,Vert. Mikron Vinyl H-6026 Q Z w p 16 S-6064 Glz Bd.,7/8",Sash,Horiz Mikron Vinyl EliZ w�0 ¢k U w 17 S-6064 Glz Bd.,7/8",Sash,Vert. Mikron Vinyl 0 Z O? 0-Z E5 18 5-6013 Scrn.Adapt.,w/Nib,PVC,Horiz Mikron Vinyl 3 118"--"{ 1 3116" z w Z i-Lu 0_ Z I Z =0QX 19 5-6014 Scrn.Adapt,PVC,Vert. Mikron Vinyl 1 3/4" O O i'OF Lj a=�� 20 S-6029 Sash Slop/Filler,PVC,Vert. Mikron Vinyl } rq Z H' a 23 H-1699 Reinforcement,SBR Keymark 2 I FIXED MEETING RAIL O Z- -z F U ymark Alum Q O 3 .3 SCREWED TOGETHER WITH Z 0 Z V C Z O U- 24 P-2190 Balance BSI 1 518" 15M6" OUTERFRAME Q H- O u_U 25 P-3059 Sash Cam,PVC BSI Plastic 2 11/16" 1/16" L q 1/16^ �-- 1/16° 1:8 Q Q H O U- 26 P-3046 Take Out Clip BSI SS �� w O 0 X(n 0 LU 3 U)w 27 P-3783 Lock,Impact,PVC Interlock Z N w O tD REINF.SBR a 2 a W O-(0 28 P-4069 Keeper,Impact,PVC Interlock Zamac PVC SASH H 6 OIDE RAIL H-1699 o W~0 w= r}» 30 P-3215 Weep Cover w/Flap Geer Plastic a F IL W�w 32 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC FRAME FLANGE a 33 P-3429 Wsip.,0.270 x.187 back FinSeal,Gray Ultrafab H-6031 3118" NpREW lh�r 34 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ultrafab 1/6" 5 ���9 P`..••••...TG-'o 35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 11l8" 11/8•�'}'� 138° .:jUP.•�vC ENSF°•;Q2�.� 36 P-3429 #8)QWstp.,10.270 x.187 back FinSeal,Type Gray Ultrafab 5/16" 1/2"—t I 1 7l8" :�:= No 58201 a: 37 P-3768 #8x2 1/2"Ph Modified Truss T e ATEK2 Fastenal Steel 19 (L(— I r 0 - 13/16" 1/8" 38 P-3768 #8 x0.625 Ph PH SMS Hub Cit Steel 18 ='at 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel TiC4 6 1/16" J 1/16" ? STATE OF ;�41 Z 40 P-4264 #8 x3/4 FH PH w1#6 Head,TEK,WhL Hub City Steel PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP HD MTG RAIL 45 P-32 Cap le,44 P-3342 Seem Sealer, Se S-6014 3-6013 S-6029 H-1681 �M Nylon 47 P-3438 Sikaflex552 or Purfecl Glaze"H" Sika/Henkel 48 1 P-3352 ISet.Blk.,85 Dur.,1/8"x5/8"x2"Lg. F.Lowe Rubber — 2 3/16° 51 P-3881 Temporary Lbl.(NFRC/DP) 5/8" 1/4''if4 1•s/4" yy--77 52 P-3613 CWS Lbl.(logo) Pro Label 3/15° r-- 71 `f- 53 Glass,Fixed(See Sheet 2) 1° 9 13 14 54 Glass,Sash(See Sheet 2) L 1/16"• 1f18„ 7I8" 15 161 9/07/2017 62 P-3218 Screen Frame,Horiz Allmetal Alum 1116" 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.SASH MTG.RAIL REINF.SBR/SSR 17 L LUCAS A.TURNER,P.E. S-1498 FL PE#56201 64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 PVC GLAZING BEAD 1239 JABARA AVE. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Belterw S-6064 PVC MTG RAIL COVER NORTH PORT,FL 34288 e Fiberglass S-6077 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl PH.941-380-1574 67 P-3029 Screen Pull Tab Summit Alum 112• BHEETDEscRIPT ION: 68 P-3033 Screen Spring,SS FI.Screen SS 3/16• 69 H-6026 Main Fr.,SH,w/Fin.,PVC 1 r 3" '1 BOM AND EXTRUSIONS 70 P-3113 Screw Support for PVC T.Plastics Nylon F� 70 DRAWN BY: DATE: 71 S-6077 Cover,HD Meeting Rail Mikron I Vinyl SCREW SUPPORT AAJ 07/08/08 P-3113 DWG#i— REV.: LINE ITEMS NOT USED: CWS-293 D 6-7.21-22,29,31,41-43,46.49-50,55-61 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T8 UNLESS OTHERWISE NOTED. sCALE. SHEET- 1:2 5 OF 7 6"MAX.(TYP.) 12"MAX.O.C.(TYP.) WINDOW SYSTEMS 4"MAX(TYP) 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) 4"MAX.(TYP.) OCALA,FLORIDA 34474 SEE NOTE 2 W W W.0 W S.CC —SEE NOTE 8100 PVC SINGLE HUNG MAX.D.C. NON-IMPACT 12" (TYP.) MAX.O.C. (TYP.) O O Q Z 3: ¢Z w O — O0 O)rw p W Z Lu OZ lrr ZF 4"O.C.(TYP) INSTALLATION 0 H W Z O 3 _ INSTALLATION ANCHORS(TYP.) Z Z= Q of 8"O.C.(TYP) ANCHORS(TYP.) O O 1--0 V Q=O X U UwI-ZD-Fwm ❑ Z_j ZFly -- MEETING RAIL ¢ O Z LL 2 0 O LL U - - - �( ) > <�:0w_x0Z Q it of 4"O.C.(TYP)J X �( Z�w O. U)Fw- a 4 4 w~� w0wU)= o_ �3w Pp1DREW NCHOR LAYOUT- FLANGE �Py�:C ENgF GQy� ANCHOR LAYOUT-(FIN) No 58201 :��P I)% •STATE OF 411a 0 Al OP CaNc2�, 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 9/07/2017 4.ALL INSTALLATION ANCHORS MUST 8E 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. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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 7. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETElCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEET DESCRIPTION: OPTIONAL. ANCHOR SCHEDULE AND 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. AAJ 07/08/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: - -9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-293 D FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 6 OF 7 • EMBEDMENT SEE TA (( TJ/7[r7 iT • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE 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 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS www.cws.cc SEE TABLE 1 } MIN.EMBEDMENT MIN.EDGE DIST. 4 SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 Q 8100 PVC BY INSTALLER INSTALLATION ANCHOR— - INSIDEANDOUT o SEE TABLE 1 SINGLE HUNG SEE SEALANT BEHIND TABLEDMENT NON-IMPACT o FLANGE BY INSTALLER 114"MAX.SHIM r_l 0 Q Z aZ� 0 PERIMETER SEALANT Z W o o ¢W Z W —PERIMETER SEALANT BY INSTALLER W z O Z Q U } BY NSTALLER p INS DE AND OUT 0 - O 0= m INSIDE AND OUT IL I-W Z F-3 _ INSTALLATION ANCHOR Z z=2 Q 0:W O O T BEHIND SEE TABLE 1 O O+-O V¢_�w INSTALLATION ANCHOR SEE TABLE 1 FLANGE _ STALLER SEALANT BEHIND v cJ U)F-Z a 1.-U)a HORIZONTAL SECTION ��HORIZONTAL SECTION FIN 8Y INSTALLER ? O Z U u)Z c) U T Q�0 W-2 0 Z �7J TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q 2<O cn U F Z U a O W F-W W O 1/4"MAX.SHIM d F- IL 0_�'pW- SEALANT BEHIND ' FLANGE BY INSTALLER �O� �,%O kADREW PERIMETER SEALANT U l G�S.��C E NSF BY INSTALLER MIN.EMBEDMENT J '•to v; No 8201 INSIDE AND OUT SEE TABLE 1 `* 5* t:*_ -at ar SUBSTRATE BY OTHERS .0�.•••STATE OF �4vJJJZ SEE TABLE 1 IN.EDGE DIST. �i F O R 1�.•'N�� A V RTICAL SECTION S ABLE1 qO ��i�S3'ONA%��NG,` 7 TYPICAL SILL ANCHORAGE d ZZ aTABLE 1:APPROVED INSTALLATION FASTENERS 9/07/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. ONCRETE(2.0 KSI MIN.) 3/16"rrW TAPCON 1-1/2" 1-118" FL PE#58201 FLANGE LLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" PERIMETER SEALANT 1239 JABARA AVE. 2" BY INSTALLER NORTH PORT,FL 34288 GE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-360-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION: — FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION OR ELCO ULTRACON 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, DRAWN 8Y: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116 AAJ 07/08/08 1/8"ALUM,(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING! FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0REA 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-293 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 7OF7