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HomeMy WebLinkAboutProduct Approval nrz//tu lts rlonoa tdunaing uoae uniine Business Professional: Regulation BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Unks I Search Florida Product Approval -USER:Public User 4mmm- Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5823-R8 RECEIVED Application Type Revision Code Version 2017 DEC 0.5 2018 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352) 368-6922 jjaJ9 jlathrop@cws.cc � ILE 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 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florid_a Registered Architect or a Licensed Florida Professional Engineer 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 Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R8 COI EvalReport155D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/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 httnc•//flnririnhiailrlinn nrn/nr/nr onn ritl ncnv7nmrmm=,nr(,�F\/Y('1InrtnniihAriFR7RdiPI r.CiF1A/7mAmvRFCF7r1RIrmWF%Arl 1/A I'I/L//LU"Its rlonaa tsuuaing L;oae uniine Equivalence of Product Standards Certified By Sections from the Code \1 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 EyalReport155D.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. _F_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 EvalReport440C.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. 9act: �iext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coo_yright 2007-2013 State of Florida.::Privacy Statement::Accessibll(ry 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: httne•//flnrirlohnilrlinn nrn/nr/nr ann ritl ncny9nnram=\*Ir,F\/Xr)IA,fnn%iNArIFR7Rdil-II r.CiF1Al9m'3mvRFRF7(1RIrm1A/Fo/4ri 7/Z i SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Qsmo 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 3/8" ATI GE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC OVERALL FLAN 53 1/8°MAX.UNIT WIDTH OVERALL FLANGE WIDTH 4.DESIGN PRESSURE R 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4815/16° NG: IMPACT GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 3S' GLASS TABLES ASTM E-1300-04e01/09. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 3113/16" INFILTRATION TEST PRESSURE AND GLASS TABLES F -w 0 cnw O6 77 I I GLASS DLO ASTM E-1300-04e01/09. zw_j0 o:<k z F w Fw zOz -_ OVERALLMAX I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 2 H w z O M�_ FLANGE __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z X M<x w O 0 HEIGHT I __ DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-O ti<=F x O U U(DF- n.FU)a GLASS OVERALL 1" 631�4r I ANCHOR CALCULATIONS. z o z� z Z)v- 76" I I DLO FLANGE I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP ¢-w w O O=w0? MAX HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL g OFF 1- HEIGHT I 1 B O B � OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO F } 3 O 62• o ASS HURRICANE WINDS AND FLYING DEBRIS. w W U)in J � UN 7 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Q W O Ir Z a > F _f B HEIGHT i I USED AT FIXED MEETING RAIL AND JAMB, w F=- a w�wa Mg73 51 6X1 I 1 C 8.SERIES/MODEL DESIGNATION SH-8100. a. �ti��l�rrrrrrr ���� 4RE4t rr�i SASH 6 GLASS 30 5/16" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ��� 7c� HEIGHT X DLOp �� 5.••'pEty"'•.•� BMS X=OPERABLE SASH,O=FIXED SASH P `�. 6 No 58201 •'.'33 I 1 HEIGHT I 1 GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR * *= LOCATION. it - C `� I 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 9O STATE OF :��� C A A 12"SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". �� '/pNA 6 hrhuptt��� 46 318" 2 GLASS DLO GLASS DLO " 4911/16" 315116" LucasTurne MAX SASH WIDTH MAX SASH WIDTH r 2017-09-22 9/22/2017 lk 11:38-04:00 LUCAS A.TURNER,P.E. L C mullb, FL PE#58201 1239 JABARA AVE. %alf la y NORTH PORT,FL 34288 PH,941-380-1574 SHEET DESCRIPTION:• DESIGN PRESSURE GENERAL NOTES AND RATING LOCATION MAX. UNIT SIZE IMPACT RATING TABLE OF CONTENTS ELEVATIONS NON-HVHZ +/_65 PSF DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 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 ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 •t 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ((' � •L�%I 1/8"ANNEALED 1/8'ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16'AIRSPACE 7/16'AIRSPACE OCALA,FLORIDA 34474 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS W W W.CW S.CC 1/8"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 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE'H"OR SIKAFLEX 552 Q Z 3 ¢Z ZI F=Z ❑WO woo 12 1/2"GLASS BITE r 1/2"GLASS BITE W Z O Z K F_ ❑ ¢f.0§i}Om�m r LL Pw ZH-�:m2 38 38 Z z=2<MW 0 O O OtAOOa Fyd Z p ❑ZzjU(� 4 } <�owp=p2 Z W 0 12:>- i2 U1W 0JIAI- a 00 WF-0 nf W=Ww GLASS TYPE A a D aha. GLASS TYPE A SASH LITE FIXED LITE A���i ;.y�.......... G'Q2y 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS �; No 58201 A 1!8"TEMPERED 1/8"TEMPERED ' t STATE OF "lu 7/16'AIRSPACE 7/16'AIRSPACE %0* A, �/L� 5/16'LAMINATED GLASS 5/16"LAMINATED GLASS i��,�S <O R%... �`P�� 1/8"ANNEALED 1/8'ANNEALED ��;�S/ONA„EN0% .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 1/8"ANNEALED 1/8"ANNEALED QUANEX DURASEAL QUANEX DURASEAL 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. FL PE#58201 12 1/2'GLASS BITE > 1/2"GLASS BITE 1239 JABARA AVE. . 38 38 NORTH PORT,FL 34288 PH.941-380-1574 III���III SHEET DESCRIPTION: a I I GLAZING DETAILS QUI O 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: FIXED LITE SHEET 1:1 2 OF 6 INTERIOR STE S WINDOW SYSTEMS 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC o 41 41 8100 PVC 1 p SINGLE HUNG 46 IMPACT 12 21 WJO <W- z w 20 12 20 26 W zQz x��F o F-w�zo3�x SECTION VIEW B-B z z x M<x w 0 0 O OFO�j<x Fx U UyF a~tnd NOTE: VIEW, z _ zv- RIGHT SIDE SHOWSASH SECTION VIEW. OOui �v 30 >- Howi-xo- O 38 W 0 x>Of OWN 31 29 o WFx-oa, WOo� III 5 a H D- X a. 7 INTERIOR n 4 6 pt"; OR&IV����i 32 ;P5• �g G�i V , CE $ 48 •,y�i 19 t No 58201 •',A 9�: STATE OF :�1i= ��4�F �.<O A tC3P•\a�� 12 8 13 14 9 0 9/22/2017 LUCAS A.TURNER,P.E. 40 FL PE#58201 __ p p 16 1239 JABARA AVE. 2 NORTH PORT,FL 34288 41 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SWEEP LOCK REQUIRED SECTION VIEWS ALTERNATE FIN FRAME 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 22,27-28,33-37,4345 SCALE: SHEET 1:2 30F6 PARTS UST FRAME CORNER �G ITEM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION 11 r{f}f ia(/� 31/8° V-IUUI���((UYY��NNJJI((L�4KlWWU//uu cr I�\(lel`/'moi 1 K6031 Frame Head,Fig,Single Hung PVC MIKRON WINDOW SYSTEMS 2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON ,15/,s• 1 23/16" 1900 SW 44TH AVE. 3 K6031 Frame Jamb,Fig,Single Hung PVC MIKRON 2 TI OCALA,FLORIDA 34474 4 K1836 Alum Fixed Meet Rail ALUMINUM KEYMARK 3rE li s WWW.CWS.CC 5 S-6063 Fixed Rail Co%er PVC MIKRON9 11116' 1518" q 1518' 6 K6027 Sash Top Rail PVC MIKRON 1/16• I ,r,fi• 8100 PVC 7 K1497 Reinforcement for STR ALUMINUM KEYMARK L 1/16• CORNER D 8 H•6028 Sash Bottom Rail PVC MIKR ( ES) ON 1.6 SINGLE HUNG 9 K1699 Reinforcement for SBR ALUMINUM KEYMARo K IMPACT 10 K6004 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 a z 12 S-6064 Glazing Bead PVC MIKRON I,- 0 W O rn W O O 13 P-3118 Keeper,Sweep3 1/8' Lock ZINC SULLIVAN w z O z z x{ 0Cn F W Z Obi _ of as 14 P-3541 #8 x 1/2',Pan Head,Tek STEEL FASTENAL I a 15 P-4632 Sweep Lock ZINC SULLIVAN a 1 1/2' O O� O a¢ of W 0 0 16 P-4633 Barrel Fastener STEEL FASTENAL 13f16" O O m�Z D O n FIXED MEETING RAIL 0 z- z 17 Black&Tackle Balance STEEL CALDWELL 21/8• 10 4 SCREWED TOGETHER WITH z 00 v vi—,O- 18 Purfect Glaze"H'or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME Q F--,2O O LLZ F�FT 1/16" 1:8 >- Q w—2 O— 19 Sash SEE SHEET 2 GLASS CARDINAL 9L 1518" 21/8" 1/16" m 2 O F r F z 20 Fixed SEE SFEET2 GLASS CARDINAL W O 0�}0 W O Lu 00 ,/16' w LL D_'m 0 w m w 21 P-3429 W .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB E z.a O-'a)I- 22 P-4638 98 x 2-1/2 PH Mad.Truss,Type A,TEK 2 STEEL FASTENAL0 w r O D.D.2: 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL2' PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a F a W d 24 Flat Washer STEEL FASTENAL PVC FRAME FIN 6048 25 S-6014 Screen Catch PVC MIKRON 9r��,,' 26 S-6013 Screen SupportPVC MIKRON 5r"..........'• 27 P-4051 #8 x 1 1/4•Ph Fh TEK,Wht ZINC FASTENAL Ct` No 58201P 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL —15/16 9/1s' 29 P-3783 Impact Lock STEEL INTERLOCK 4 1/2" /6 y 5 slls 30 P-4069 Impact Keeper STEEL INTERLOCK '9; STATE OF 6 15/16" %O: •4i. 31 P-4264 #8 x 3/4 FH PH w1#6 Head,TEK,W ht STEEL FASTENAL 7!8' 5 (/ © %T•.F P 32 P-3218 Screen Frame ALUMINUM ALLMETAL L 1/16• 11,6' 045' 1/16^ �.�6`S•1 O R t�?.'Cy��. Y PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 33 P-3321 Screen Corner Ke PLASTIC 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 37 P-3029 Screen Pull Tab STEEL HURLEY x� 38 P-3352 Set Blk.85 Dur.1/8"x5/8"x2" RUBBER FRANK LOWE 3/4• 3/4° 5/9^ 114, 3/16' I- 39 P-3768 f18 x 518 Phil Pan Znc ZINC FASTENAL l s }—� I 12 9/22/2017 40 P-4479 Weepcoeer PLASTIC M&M T 11 ,5/16" 1/16^ 1• 7 718• LUCASA.TURNER,P.E. i FL PE#58201 41 P-3113 Screw Support RUBBER TEAM 1116 �— }— 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 46 P-3752 Hole Plug PLASTIC M&MBOM AND EXTRUSIONS 47 K6048 Frame Head,FIN,Single Hung PVC MIKRON 1/2" 48 P-4959 Ws .,0.420 x0.187 back NYLON ULTRAFAB 3/1 s7�-- 1 3' --1 DRA AD DATE: 41 ADE 06/10/08 DWG 0: REV.: SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 15'MAX O.C.(TYP.) WINDOW SYSTEMS 4'MAX.(TYP.) 8'MAX O.C.(TYP.) 6'MAX(TYP.) 1900 SW 44TH AVE. 6•MAX(TYP.) 4"MAX(TYP.) OW ALA,FLORIDA L RI A 34474 4-MAX.(TYP.) 8"MAX O.C.(TYP.) -- -- r'117 ANCHOR AT MIDSPAN(TYP.) 4'MAX(TYP) 6'MAX(TYP.)6"MAX(TYP.) 8100 PVC 8• 1 -- -- SINGLE HUNG M• (TYP-)MAX IMPACT MAX D.C. (TYP.) 10 13!16' ' I J Z Q MAX O.C. Q z I I MAX O.C. (TYP-) F ❑W O V1 WI-00 O -�MTGRAIL I I (TYP.) w Z O z of H- Hw" o ¢N§r0��m 4•(TYP') T v X T� -2 MTG RAIL O O F-O V Q w 0 0 4"mP) I ^ IL 4"(TYP.)J I ❑ z��?zf 0m_ I r^r I 1 I n I Q O X X F ZLL200L-U 4 u Ll Y Q1 wOZ - S= 0 QD, .rz dJ O WF--O a=wr ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) w IL a SIZES OVER 36"x 62' SIZES OVER 36'x 62' SIZES 36"x 62•AND UNDER SIZES 36"x 62"AND UNDER 5�?NO REQ 's.•`� No 58201 X90: STATE OF :mow` 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. 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 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),FMAIAAMA 200(FLANGE WINDOWS), FMANYDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)(TERIOR DOORS) SHEET 1:25 5 OF 6 MIN.EMBEDMENT /( n/7(�5j/nTJs},j)• TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBYOTHE `lj(y(fpv(yt,(//LIUU MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, LTH AVE. 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CW S.CC SEE TABLE 1 DGE DIST. MIN.EMBEDMENT BLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BYINSNSIDETALLER AND OUT SEE ABLEI1 ANCHOR' SINGLE HUNG SEALANT BEHIND C� SEE TABLEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM <Z0 PERIMETER SEALANT H' ❑W O U FW❑0 EALANT BYINSTALLER w ZOZ D-'~z�INSIDE AND OUT ❑ <0) }O w 31 mUT IL HW ZF3,2_INSTALLATION ANCHOR Z Z=2<tr w 0 0 IND SEE TABLE 1 O O F-O Cj<=F.M INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U U y I j Z a F'U IL SEE TABLE 1 HORIZONTAL SECTION �C HORIZONTAL SECTION FIN BY INSTALLER <Z O Z U --Du— HORIZONTAL Z O U F—LLM0 Z 6 TYPICAL JAMB ANCHORAGE �� TYPICAL FIN ANCHORAGE >- <Q O F F-F O_ HEAD AND SILL SIMILAR FOR FIN INSTALLATION HO Q U>)b ZO W LLDMU)0 wU)w a o =Of w=XU) 1/4"MAX.SHIM IL � m X.R.d SEALANT BEHIND FLANGE BY INSTALLER O ,��1.ftrrtNrrrrrr ,Ns` py10RE.. MIN PERIMETER SEALANT �c Enis�;.p�', .EMBEDMENT BY INSTALLER SEE TABLE 1 : Na 58201 1S INSIDE AND OUT SUBSTRATE BY OTHERSSTATE OF :�ttJ� SEE TABLE 1 �� OP,r`��� SEE TABLEDIST. �F.SS R„ �q VERTICAL SECTION rr,+OiNALt����,, 6 TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS O 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 TAPCON1-1/2" 1.1/8^ FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. 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 HORIZONTAL SECTION�p1 PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2" 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 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, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD 7/16^ ADE 06/10/08 (33 KSI YIELD MIN) #10 GRADE SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1!8"ALUM.(6063 T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD 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 I"I/Z//ZU'll5 t-lonaa buiiaing uoae uniine a Professional • a BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida Product Approval .USER:Public User G r, . Product Approval Menu>Product or AD kation Search>Application List>Application Detail RECEIVED • • FL# FL5823-R8 Application Type Revision el C O 2018 Code Version 2017 DEC1r Application Status Approved ST. Lucie County,permitting Comments Archived1 Product Manufacturer Custom Window Systems Inc. 'y Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 3447 , (352)368-A�r22 xt 91 Q jlathrop@c Nla?6 Authorized Signature Kevin Pine q kpine@cws.cc Technical Representative Jay 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 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 J 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 Z 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-OS 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 hitne•//flnririahiiilriinn nrn/nr/nr ann ritl nenv7naram=AAd'l`:%/Yr)1Affr)—fAr1GR7PAiNl r.CiF1A/7mAm�iRFCF7nrIrm1A/F0/^ori 1/4 'I'I/Z//LU'It5 rlonaa tsuuaing uoae uniine J*' 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 Summa 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 EvalReport155D.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 EvalReport440C.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: hftne•8finridnhnilrlinn nrn/nr/nr nnn &I mcnv9nnrnm=mit;F\/X(AAhnrndlArlFr,7PAiWI rRiF\AI9m'Am\/AFCF7r)Rlrm\A/F0/Rrl 9/4 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: a&w0 J -H 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. WWW.CWS.CC 54318. 4 37 IM" 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'O/X'. SINGLE HUNG 531/8"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-1300-04e01/09. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER J 3113/16" INFILEITEST PRESSURE AND GLASS TABLES w J Q D_w771/4GLASS DLO ASTM E-1300-0401/09. z <-Z W MAX W zOz OVERALL F- I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 11 H w z I-3 n FLANGE I - _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x <W W O O HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 01-O cj<x F x O 3315/16" ANCHOR CALCULATIONS. 0 Z-co z_Z F D D- GLASS 114"OVERALL I I I Z 0 U' U pj U 76" I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP } F-z LL 2 0 0 LL Z MAX 1 I HEIGHTO LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL <3 0 H r m Z- UNIT 2Z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO < x y O HEIGHT 62' B B DOSS HURRICANE WINDS AND FLYING DEEE LL BRIS. w o 0 W rp 0 W m w S2 0JtnF- UNNIIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w Fx O ii= Y 8 HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. d Fx- d d 0 6 3M7 6" I I 8.SERIES/MODEL DESIGNATION SH-8100. O ,%fuu.hp" SASH I I 6 GLASS 3D srlc' 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: . ..........RE4y 70'0, HEIGHT X D DLO S X=OPERABLE SASH,0=FIXED SASH �, `'�' E F l�%� 6 X 58201 � HEIGHT 1 I GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I LOCATION. ro 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4'LOCATED 4"FROM BOTH ENDS. 1.0; STATE OF :tL C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". ����, -O R: �p 63 " GLASS DLO GLASS DLO 49 11/16" 315/16" LucasTurne MAX SASH WIDTH M T r 2017-09-22 s/zz/zo17 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 RATING IMPACT RATING � ELEVATIONS TABLE OF CONTENTS 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 ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF SHEET1:1 1 OF 6 a� t 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ((' •L�.:/--� 1/8"ANNEALED 1/8"ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16"AIRSPACE 7/16'AIRSPACE OCALA,FLORIDA 34474 WWW.CWS.CC 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS 1/8"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 18 PURFECT GLAZE WOR SIKAFLEX 552 r0PURFECTGLA7E'H'ORSIKAFLEX552 ¢ Z Q Z a Z WWO ¢wZW 1 1/2"GLASS BITE x 1/2"GLASS BITE 0 Z O Z 0_——F • 38 38 Z Z=Oa<W00 0 OCA OOa PULL O Z—W—Z~:)U) Z 001 --70_ 4 D_ m< I- Z O U wOO�ND W fn W mwa 0JU)F- p wF0 d2wU) GLASS TYPE A L ~ n W 0. GLASSTYPE A SASH LITE FIXED LITE ++Q�'+PNGs,��P���� z' 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 1/8'TEMPERED 1/8'TEMPERED :bi 7/16"AIRSPACE 7/16'AIRSPACE �O ,,FTATE OF 5/16'LAMINATED GLASS 5/16'LAMINATED GLASS 1/8"ANNEALED 1/8"ANNEALED spotlit .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT ANNEALED 1/8"ANNEALED QUANEX OURASEAL QUANEX DURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H"OR SIKAFLEX 552 K PURFECT GLAZE-H"OR SIKAFLEX 552 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 RAA 12 1/2'GLASS BITE 1/2'GLASS BITE 1239 JABARA AVE. 38 �- 3g 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: FIXED LITE SHEET 1:1 2 OF 6 r1 INTERIOR S'�• WINDOW SYSTEMS 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC - 41 41 8100 PVC 1 SINGLE HUNG as IMPACT 12 ¢ z3 azo 21 H O W O W- p O Z WJD I W z0z D" zF 20 12 20 26 O Q0§i>-0 W§w IL I--W zi--�i1E2 SECTION VIEW B-B Z Z=2 a=W 0 0 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o z-SO z z H�y RIGHT SIDESHOWS SASH SECTION VIEW. z O O O u--:30- <. 30 ¢�OWO=0Z 12 it ul 38 w LL co0wU)w 6 29 O F~a WO U) �'a 7 INTERIOR 4 6 :.%"%; O�RE W 48 19 ✓ No $8201 X90; 'STATE OF :mow e 'SS�ONA'�N���� 12 13 14 9 Zi- 0 9/22/2017 LUCAS A.TURNER,P.E. ao FL PE#58201 C= O 16 1239 JABARA AVE. 2 -- NORTH PORT,FL 34288 41 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 06110/08 DWGM REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43-45 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER /�' ITEM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION (1 ]]/J�//})j{f�.Ue%G 31/8" �J-LKYAYIYWiuur_r�/��"�J 1 K6031 Frame Head,Fig,Single Hung PVC MIKRON WINDOW SYSTEMS 2 K6031 Frame Sill,Fig,Single Hung PVC MIKRON , 115/16-1 I 23116 1900 SW 44TH AVE. 3 K6031 Frame Jamb,Fig,Single Hung PVC MIKRON Iiiij2 ' �18 I OCALA,FLORIDA 34474 4 K1836 Alum Fixed Meet Rail ALUMINUM KEYMARK 3 sWWW.CWS.CC 5 S 6063 Fixed Rail Co er PVC MIKRON ,,,,6" 15/8• q 8 1 6 K6027 Sash Top Rail PVC MIKRON 1/16• I 8100 PVC (ALL SIDES)7 I F1497 Reinforcement for STIR ALUMINUM KEYMARK L 1/16" CORNER D 8 K602Sash Bottom Rail PVC MIKRON L1:e SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT 10 K6004 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 a z 12 S-6064 Gazing Bead PVC MIKRON z p J OQ a W 0`p 31/8' ZO?}O��m 13 P-3118 Keeper,SweepLock ZINC SULLIVAN w 14 P-3541 #8 x 1/2•,Pan Head,Tek STEEL FASTENAL o P W Z F� _ 15 P-4632 Sweep Lock ZINC SULLIVAN 1 1/2 O O~O a W W 0 O 16 P-4633 Barrel Fastener STEEL FASTENAL 1 ane^ — y O O—SO Z Z P Z)ma 17 Black&Tackle Balance STEEL CALDWELL 21/8' 10 4 SCREWED FIXED rTOGETHEETINGER WITH z O O U Oj-I.- U- 18 Purfect Gaze"H"or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME ¢ r—LL M O O LLZ 1/16^ 1:8 } <2: W—=O- 19 Sash SEE SHEET GLASS CARDINAL sL 1 5/8" nn 2 1/8^ 1/16" a g g O�U� Ui 20 Fixed SEE SHEET 2 GLASS CARDINAL ll I O o of of>- O Illl tI16 IL W LLVIWU)OJfAF- 21 P-3429 Ws .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB z—a 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL O W 1. 0w=W U) 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL2' PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 d H a `U3,W 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 ,11111rru 25 S-6014 Screen Catch PVC MIKRON ++%%;;j0REW f "" 26 S-6013 Screen Support PVC MIKRON J"'r• CEiJ•''•G�P�'� 27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL :�J �\ SF •'?t+� 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5/16" 9/16• 29 P-3783 Impact Lock STEEL INTERLOCK 42 1/2^ { 5 5/161 va'-{ 30 P-4069 Impact Keeper. STEEL INTERLOCK ��_ %9; STATE OF ." 7/8" J� 6 1 5/16" O31 P-4264 S •�+'/� 32 P-32 8 Screen4FH PH Frame w/#6 Head,TEK,Wht STEEL ALUMINUM ACEMETAE L tns" V1s^ �5" 1116" ��4��`ly"O R 1��'��_`++ ',,1 0;A�E�p++ 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 rrrr1�llit 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 5/8' Z� 38 P-3352 Set Blk.85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOW E 3/4" 3/4" 1/4' -i 3/16^11 I s -._i r 12 9/22/2017 39 P-3768 #8 x 518 Phil Pan Znc ZINC FASTENAL LUCAS A.TURNER,P.E. 40 P-44 Weepcoeer PLASTIC M&M T 11 15/1x' I�l 1/16' 1• 718• 01 41 P-3113 Screw Support RUBBER TEAM 1/16" j I� 1_i FL A#RA AVE.1239 JABARA A 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 Cli STEEL SUMMIT SHEET DESCRIPTION: 45 P-3342 Seam Sealer SILICONE SCHNEE 46 P-3752 Hole Piug PLASTIC M&M 12" BOM AND EXTRUSIONS 47 K6048 Frame Head,FIN,Single Hung PVC MIKRON 48 P-4959 Ws .,0.420 x 0.187 back NYLON ULTRAFAB 3/16•T 1 3"� DRAWNBY: DATE: r� 41 ADE 06/10/08 DWG#: REV.: SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1.2 40F6 rj 15"MAX O.C.(TYP.) WINDOW SYSTEMS LL%1 4•MAX(TYP.) 8"MAX O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP.) ��7 4"MAX(TYP.) OCALA,FLORIDA 34474 6'MAX(TYP.) 4"MAX(TYP.) B"MAX O.C.(TYP.) WWW.CWS.CC -- -- -- -- ANCHOR AT MI DSPAN(TYP.) 4•MAX(TYP.) 6"MAX(TYP.) IT 6"MAX(TYP.) 8100 PVC 8. j I I -- --- SINGLE HUNG O MAX O.C. O IMPACT 14" (TYP.) MAX O.C. (TYP.) 8• 1 J Z Q 2i I 10 13/106" O Fzw (MAX D.C. O rQ o w O az w,0 W oo o MTG RAIL I I (TYP.) I.. 0 �w§z i,-?:ma! 4• J II II X L --�MTGRL IX I Z Z x�U Q Ixw O O o 0 -u)FNaTP 4'(TYP.) F 4"(TYP.)T OZjUnX QX Z Q�w w-=o 0 4 4 4 4 00 >-0 92 - - - - -- -- LLI Zfnacl)oJd)IwEL - p WF--O D-MWG ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a Hz a W 3:a SIZES OVER 36"x 62" SIZES OVER 36"x 62• SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER `Tp.ua4rg4 ............ No 55201 "'�P :9 STATE OF :W� ��SO'�'�S�<O N•OP�`a`� 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. 1` 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:25 50F6 MIN.EMBEDMENT 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. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX SHIM WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC INSIDETALLER AND OUT SET ABLE 1 ANCHOR SINGLE HUNG SEALANT BEHIND SEE TABLED1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM Z 3 azo PERIMETER SEALANT Z W J g Q W O W PERIMETER SEALANT BY NSTALLER w Z O Z of!=z H BY INSTALLER INSIDE AND OUT 0 ;7c W§Z O��_ INSIDE AND OUT INSTALLATION ANCHOR• z Z=�a IL'w p 0 SEALANT BEHIND SEE TABLE 1 O 0 F 0 Cj a=I.-� INSTALLATION ANCHOR U U ?U F- a H-fn a FLANGE BY INSTALLER SEALANT BEHIND co SEE TABLE 1 �gl HORIZONTAL SECTION K-Cl HORIZONTAL SECTION FIN BY INSTALLER Q O Z LL co z0 O LLZ 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE >- <¢¢O F F F Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATION w p p�U>) 0 w LD w LL T d J 0 wl=-0 aOWU) 1/4"MAX.SHIM a �- }'a SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT '�OPS �GE1JS�.,��� BY INSTALLER MIN.EMBEDMENT :J.f 140 58701 ":-A INSIDE AND OUT SEE TABLE 1 O: .4Z SUBSTRATE BY OTHERS �p0 •.S7ATE OF :mow SEE TABLE 1 MIN,EDGE DIST. ��i�c:` •� R 1CkP���: SEE TABLE 1 KN VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 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'nW TAPCON 1-112" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. 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.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR 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 BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 06/10/08 (33 KSI YIELD MIN) #10 G SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(33 KSI MIN.)OR DRI GRADE SSELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D FLANGE 1!8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 -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