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HomeMy WebLinkAboutProduct Approval-FL16177-R2 Single Hung Windows (2) PXlailDflPARlTAiStVI'ab h t t / 6`��t irs Business 8. Professional Regulation 1r�VP bod$01MOOT MM. pilnlVlstGT `;C6N(At nett. BCIS Home I Log In II.User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links 'I Search I Florida Rers1VE0 )ProductiPProvaI 1USER:Public User NOV ,�f�: 2 6108 !,,,,,,.-.0.,,..., Perrn/t Product Approval Menu.>Product or Application Search>Application List>Application Detail tln�Q �. ,.„�� .� St,LuClei�ou tment � h -4 FL# FL5823-R8 y ''�` Application Type Revision Code Version 2017 Application Status Approved Comments Archived ( 1 \\\;[\ Product Manufacturer Custom Window Systems c. Address/Phone/Email 1900 SW 44th Avenue �� Ocala, 34474 >43 (352)368-6922 Ext2='1 7,....,.\Ks w jlathrop@cws.cc 0 Authorized Signature Kevin Pine kpine@cws.cc LU Technical Representative Jay Lathrop traaj Address/Phone/Email 1900 SW 44th Ave ( 1111111 ® Ocala,FL 34474 (352)368-6922 Ext 29 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 i Validation Checklist-Hardcopy Received rI Certificate of Independence FL5823 R8 COI EvalReport155D.pdf I Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/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 II 11 Equivalence of Product Standards Certified By I I; 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 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 dw•..for Max.size and FL5823 R8 AE EvalReport155D.pdf DP. Outer lite"• •• _be - glazed when • -d above Created by Independent Third Party:Yes 30 ft '- HZ.Glass co••• ies : u E1300-04. ►W.' 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74 1/8" i' x 63". Limits o 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 . FL5823 R8 AE EvalReport440C.pdf must be safety glazed when used above 30 ft.in HV . Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. 37-3- -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 FL5.823 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. I � Back Next I Contact Us::2601 Blair Stone Road Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copytight 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 mall.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: L. 3IM eChiF TEZI i1 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: Callga ,_ 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS --4 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 74 1/6'MAX.FLANGE WIDTH 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 - 72 7/8"MAX UNIT WIDTH -' IN ASTM E 1996 PER THE FBC. WWW.CWS.CC --35 3/4'MAX SINGLE UNIT WIDTH-- 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC 319/16' A 3.CONFIGURATIONS:"O/X-O/X". SINGLE HUNG GLASS DLO / _— 4.DESIGN PRESSURE RATING: IMPACT I I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND _ I - GLASS TABLES ASTM E-1300-04e01/09. _ 63" -- -- -- T -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -.i_ MAX INFILTRATION TEST PRESSURE AND GLASS TABLES ¢ z o w W O FLANGE ASTM E-1300-04e01/09. z w Wj 0 ¢FF--O w HEIGHT W Z O 2 d'F-Z I_ 2613(16" B O 0 I B CC co 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED � F W 3>Z-0 GLASS DLO I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2¢D:W 0 0 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O p O CJ Q=H D 61 3/4^ ANCHOR CALCULATIONS. p z CS j--z H j o ZZ (220 jU- MAX' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q H z LL 2 z0 O LL-Z UNIT HEIGHT NOT REQUIRED. >-Q 0 F H?O- . I Q KK��( ,c)(1) I 0 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Li O o D �ID W m w 0 USED AT FIXED MEETING RAIL AND JAMB. z=a 0-'011- a_ OO 8.SERIES/MODEL DESIGNATION SH-8100. rc =H W fa-Iw 30 3/16" D. H 0- D: D- X I � MAX 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,tNtl��hril G�S DLO X ,` I e SASH HEIGHT X=OPERABLE SASH,0=FIXED SASH ,,�,�y�P• ,E✓ryW/G,,, 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��G)V,�‹ 3F"^.**:. LOCATION. ::-./' No 58201 '•-A r. C 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. -o C * ^ 1IS_/ I 1- X90. STATE OF ala- 6 ,......NAIL..... 32 5/16" GLASS DLO MAX SASH WIDTH LucasTurne r 2017-09-22 z 12:40-04:00 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DESIGN PRESSURE DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 LOCATION MAX. UNIT SIZE IMPACT RATING GLAZING DETAIL 2 RATING ADE 01/26/09 SII VIEWS EXTRONS&B.O.M a NON-HVHZ +1-65 PSF DWG 6: REV.: 72-7/8"x 61-3/4" — LARGE MISSILE IMPACT CWS-440 C ANCHOR SCHEDULE&NOTES 5 HVHZ +67.5/-70 PSF SCALE: INSTALLATION DETAILS 6 - SHEET 1 OF 6—-- WINDOW SYSTEMS . .4 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT 7/8"OVERALL INSULATED GLASS 7/8°OVERALL INSULATED GLASS-- -- z 1/8° 81/8°ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED H ❑w O 9.<z O ■ 7/16"AIRSPACE 7116"AIRSPACE z Z O Z K~Z~ ❑ QU7•g>-Otm 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS Z O xF O a pK W 0 0 pi 1/8"ANNEALED 1/8"ANNEALED 0 U fn 1 j Z a I=-c_a ❑ ZO -Zi- v) .090 PVB INTERLAYER BY DUPONT .090 PVB INTERLAYER BY DUPONT 0 Z 0 zz p LL Z II II 1/8°ANNEALED 1/8"ANNEALED O F F=H Z- QUANEX DURASEAL I ':...1 uj- QUANEX DURASEAL 1¢- a0❑ >- O IG SPACER IG SPACER 1 J W z y W 0 W co I- ®PURFECT GLAZE"H"OR SIKAFLEX 552 0 ®PURFECT GLAZE"H°OR SIKAFLEX 552 O -iWI-a W a.2 > 0Wa_ re >- 1121 •e • y ,,, ,...._....„ 7 I�hh'� 1/2"GLASS BITE iiILLIJ_____ 1/2"GLASS BITEa Gr ,,� �10R8 ���i Fi_� r • `-" No 58201 :-Ar. O m �� 'c* * '*_ :.-0% :c:.:: :c:.::I/ 1 ii X90-" STATE OF •• U' FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAIL DRAWN BY: DATE: ADE 01/26/09 t"SETTING BLOCKS PER FBC 2411.3.3.11 DWG 6: REV.: CWS-440 C SCALE: SHEET Cgagb1198 rwWINDOW SYSTEMS 0 el ® e 0 e o 31 C 30 © 1900 SW 44TH AVE. OCALA,FLORIDA 34474 71--' i [�.; � ���IWWWW.CWS.CC m s [i IJIIi�� _ ��. ���II[ ,I s�oo Pvc \4, .--�'riil i,7' II O I `i ...-.-mill '� I SINGLE HUNG I ��� ---------- I1 _ _ ..o 8 IMPACT AMP" � 1� Q ?_ moi- a �,�- Z WJO 4r OW Z `� :�� I ® D W ZOZ 2- F O I--ui ZO522 Z Zi2< W000 I 11 ® O OF-O(j� FCC m SECTION VIEW B-B O I-z a a O z-S-zF-Ouo > ¢ Ow-20- d 2Q I-V-Zuj O ® (Tj/ W it2O'C4NOWIOIL CC Z QW OJV)1- m �Ir��II ce =~a u_ww 1 _ I- �w ® �1 L� ® n. `,a,umn,q,,,a 0 n J o ��: No 58201 ▪SVP L -▪*. * :*� V• . STATE OF :btu tbs1ONAt{EaO,▪ � op _JI: OD Aiiikodi� 2® If J �I 9/22/2017 ., LUCAS A.TURNER,P.E. _.w■ 11111111111I FL PE#58201 ��,�o• -� 1239 JABARA AVE. m 11111 ' I NORTH PORT,FL 34288 ho © PH.941-380-1574 SHEET DESCRIPTION: 0 ill SECTION VIEWS SECTION VIEW A-A SECTION VIEW GC DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 01/26/09 DWG#: REV.: CWS-440 C ITEMS NOT SHOWN FOR CLARITY: _6,18,32 SCALE: SHEET -- ------ - 1:2 -- -- -- - PARTS LIST - ITE !• VENDOR MATERIAL 1 H-6031 Frame Head,Flg, Mkron Vinyl 31/8" 1 FRAME CORNER 2 H-6031 Frame Sill,Flg, Mkron Vinyl 3118• 1 CONSTRUCTION age® . ' �� 3 1.6031 Frame Jamb,FIg, Mikron Vinyl © 4 WINDOW SYSYEPNS ��r 1900 SW 44TH AVE. 4 16031 Internal Fr.,Jb. Mkron Vinyl 0 OCALA,FLORIDA 34474 5 1-6026 Frame,Fin Mikron Vinyl , 0 www.cws.cc - 6 S-6025 Sash Stop/Filler Mkron Vinyl I _ 1/16" 7 H-1836 Alum.Fixed Meet Rail Keymark Alum 211/16" MLA O 39116• 8 H-6027 Sash Top Rail Mikron Vinyl 1/16° CORNER WELD 8100 PVC - 9 H-1497 Reinforcement for STR Keymark Alum j (ALLSIDES) SINGLE HUNG 10 1+6028 Sash Bottom Rail Mikron Vinyl I--1•—0 1:8 IMPACT -- 11 1.1699--Reinforcement for-SBR - -- - Keymark - Alum _ PVC FRAME FLANGE-6031 - - - 12 1.6004 Sash Side Rail Mikron Vinyl PVC FRAME FIN-6026 I Q z -_� --- (%Z 13 S-1498 Reinforcement for SSR Keymark Alum j p o W O rn wo ii - 14 _ S-6064 Glazing Bead Mikron Vinyl 115/161'1 Q- ` ak? 1 3116"-1 12 3/16° I I . 15 P-3059 Sash Cam M&M Plastic I `' u_ u-z::: 16 P-4479 Weep Housing&Flap Assm. M&M Plastic I I --Ct I m � j, I ® 0 0I-0,3 d= 17 Block&Tackle Balance Caldwell Steel 16/8• n' 1 5/8" 1 518^ �� 0 z col–r – Z =D- 18 P-3295 Take Out Clip Summit Steel I �I 4— I g hi ----1/1 " SCREWED TOGETHER WITH .7d. O^- o 0j z=V 0 19 Sash SEE SHEET 2 CARDINAL GLASS + Illi1/1s• 1 1/1 s^ + OUTERFRAME1: y Q o w o=o z 20 Fixed SEE SHEET 2 CARDINAL GLASS PVC SASH SIDE RAIL 6004 PVC SASH BTM,RAIL-6028 PVC SASH MTG.RAIL-6027 ix 2 55 Li D: }j?�p 2 W 2cld'rD0w(AW 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB Nylon w W O-i Co I- 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,' Fastenal Steel o w F o as= } 23 #10 x 1 1/2"Panhead SMS Fastenal Steel 215/16^ r.--1 112• Ca = a L IL24 Flat Washer Fastenal Steel1 318^ sns"- 25 S-6014 Screen Support Mikron VinylmO ���`�NOl�E4V���h, 26 S-6013 Screen Catch Mikron Vinyl 114^ 2 v8^ 1/16' 13/16 1 t 0 1 611 ����VPy-`�oENS4.Gp�'+++ 27 S-6063 Fixed Rail Cover Mikron Vinyl I 3/16" L l .046 + , . No 58201 :15T. 28 P-3113 Screw Support,PVC Team Plastics Rubber 111 s° e*r - 29 P-3352 Set.Blk.85 Dur.1/8"x 5/8"x 2" Frank Lowe Rubber PVC SASH STOP-6025 PVC FXD RAIL COVER-6063 ....-0:• * x: 30 S-6018 Mullbar Cover Mikron Vinyl INTERNAL MULL BAR-1727 MTG RAIL-1836 90:° STATE OF •1V+L 31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel �'+'PF O R% -• ��',`� 32 P-3342 Seam Sealer,SM-5504 Schnee 1/4" +,+'�%`S�ONAL����` 314" - 5/8" 314° ''pgru'l>v'' 33 SikaFlex 552 or Purfect Glaze"H" Sika/Henkel 3/16" I ® } I 1 m m 34 P-3541 #8 x 1/2 Rat Tek Fastenal Steel C= ® 1° 15M6^ I I 7,6" r 35 P-4051 #8 x 1 1/4"PH Flat Tek Fastenal Steel .. 36 P-3783 Lock Interlock Steel 1/16° .1_... ....-1/16" }— r1 REINF.S.S.R.-1498 REINF.S.T.R.-1497 REINF.S.B.R.-1699 PVC GLAZEBEAD-6064 37 P-4069 Keeper Interlock Steel 9/22/2017 38 P-4264 #8 x 3/4"PH Flat w/#6 Head Fastenal Steel 39 P-3752 Hole Plug M&M Plastic –1 1/8^ 1/2" LUCAS A.TURNER,P.E. 5/16° 1/2° 1 1/8" FL PE#58201 40 P-3559 #8 x 3/8"PH Pan Tek Fastenal Steel 3/16" _ 41 1+1727 Internal Mullbar Keymark Alum 1' T Q — Q p r3" � m 1239 JABARA AVE. NORTH PORT,FL 34288 44 P-3218 Screen frame ALL Metal Alum T 1/16" 1r16" T SCREW SUPPORT-3113 PH.941-380-1574 45 P-3321 Screen Corner Key ALL Metal Plastic PVC SCREEN SUPPORT 6014 PVC SCREEN CATCH-6013 SHEET DESCRIPTION: - 46 P-3228 Screen Spline DAPA Rubber 47 P-3033 Screen Spring FLA Screen Steel BOM AND EXTRUSIONS _ 48 P-3029 Screen Pull tab Summit Alum DRAWN 49 Screen Material NY Wire Fiberglass 50 P-4959 Wstp.,0.420 x 0.187 back UItraFAB Nylon ADE 01/26/09 DATE: DWG*I: REV.: CWS-440 C LINE ITEMS NOT USED: SCALE: SHEET - _42-43 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ___1:2 4.0F 6_ _ ANCHOR AT MIDSPAN(1W.) q 11 Tl/7((V7r09.8.ri 4"(TYP.) 4'MAX.(TYP.) 8"MAX.O.C.(IYP. DETAIL A V- LSCOW SYSTEMS ria 6"MAX.(TYP.) ) WINDOW SYSTEMS 6"MAX.(TYP.) pAill `••P•) SEE NOTE 2 4°MAX.(TYP.)- --- lXn) r SEE, NOTE 2 r 1900 SW 44TH AVE.VE. _ 4.:1 UL -- __ OCALA,FLORIDA 34474 IZ wWW.CWS.CC�r= III ^ _ . SI 8100 PVC OMsAsO.0O7 a^MAX.O.C. 0 16/16" MAX.0.C. O SINGLE HUNG G (TYP.) (TYP.) — J0 ,60IMPACT V / QZ- QzMAX O.C. I it:, 1u g w zoz w ?� O -I::: -W� -w = [ - X X z x� oo X X O :zI F-O:<z>1:1(1F.� o cn� ,�a< 1Z� CO� V�a _ u_ . r 4 4 INSTAL •TION - E ,^ 4\I' - --� Q OQOyU~O� III III ANCHO'(TYR) _ INSTALLATION Z I_ J� -, ANCHOR(T1R) 2 (0 n w , Ky O w tow L A -a. Zfnw OJwI- ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) INTERNAL MULL 1:2IATTACHMENT c8 _ 0 a-1 a F a lllllllll/// ,,,,PN,,,,, ,iii ,Ad pS°...CEIJS�&4?,i 4-,:^ No 58201 ^'••'A la STATE OF .•+II ��40t'F':,<O R l O P'••�_. ,,,............E ..�� 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 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. 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 6. PH.941-380-1574 SHEET DESCRIPTION: 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 THE 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. DRAWN BY: DATE: ADE 01/26/09 - 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 440 C 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS)_ _ 1:20 ----- SOF 6 MIN.EMBEDMENT // T]/tSV�® •!e/ TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V- (5C4A11 rr BY OTHERS --A MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. I ' 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLEE BY OTHERS J� W W W.CW S.CC MIN.EMBEDMENT SEE TABLEMIN.EDGE 01ST. PERIMETER SEALANT SEE TABLE 1 ' 8100 PVC BY INSTALLER F / i + INSTALLATION ANCHOR ',•ifff—' INSIDE AND OUT ` SEETABLE1 no ' ' SINGLE HUNG Ml III O MIN.EMBEDMENT SEALANT BEHIND --:i: .�, MI FI ir 441_A SEE TABLE 1 :71:7,..,>, _ . - FLANGE-BY-INSTALLER ���� -1/4"MAX.SHIM ' Q 1111 �111_—� 1111110 PERIMETER SEALANT Z W.i p Q I-,W - PERIMETER SEALANT BY INSTALLER W z O z = Z H- BY INSTALLER . [^_� INSIDE AND OUT O T. H W-z O N S INSIDE AND OUT INSTALLATION ANCHOR z Z=2 a=WOO O INSTALLATION ANCHOR • SEALANT BEHIND SEE TABLE 1 0 O u)O Lj a H cu d SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND O z— —Z 1-7 fA FIN BY INSTALLER Z OZV'z7U ( HORIZONTAL SECTION - CO HORIZONTAL SECTION } Q—u-W 0 2 O Z 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE D: gQ 0 Ui~F Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION < a'K }j O E OfaW�OJU)- # �. j d -=C- KO-f- o _~ O W fq rue MAX.SHIM D. 1- D- 'a. SEALANT BEHIND 't 7 FLANGE BY INSTALLER r--"---, �+ �7 i,_ ,,O,PNOREW 7., t ,•% 5••'G E%J�' G ��i PERIMETER SEALANT10/ I `JVP:N, SF•.:•01. PERIMETER MIN.EMBEDMENT BY No 58201 :15 INSIDE AND OUT SEE TABLE 1 =*: * L as ca. SUBSTRATE BY OTHERS I �9t• STATE OF ,•41� SEE TABLE 1 I MIN.EDGE DIST. i./ ',, 0...4 0 FI I.0P.c. 1 SEALANT UNDER SCREW SEE TABLE 1 _-- pi 3/ONAI.E�,,,, HEAD BY INSTALLER E VERTICAL SECTION ___. TYPICAL SILL ANCHORAGE -sir 9/22/2017 ..zz. TABLE 1:APPROVED INSTALLATION FASTENERS 1 F TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT DGE DIST. . [ LUCAS A.TURNER,P.E. NGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1 : 1 FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. �FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"11W TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 \FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380.1574 FLAB ROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1 11d^ � -1/2n OD HORIZONTAL SECTION SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SPRUCE-PINE-FIR(5=0.42) 3/16"RVV TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.SPRUCE-PINE-FIR(G=0.42) #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 HILTI KWIK-FLEXOR 11W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) 7/16" ADE 01/26/09 TEKS SELF-DRILLING SCREW THRU 0.060" 1!8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-440 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS --- FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42)_ _ _ - #8 WOOD SCREW - 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE` SHEET — — —