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Home My WebLink AboutProduct Approval I 1 E314 oroera s '3-'1114.6"' �t tto ��grace � °it\--; '6115C."-T-----(}3ts#t� NO GRANGE IN £D.� .- 4C SCO lB�� s'� -,-- �001, �.�. MOOR�'1141�t:�E� FENPSTRRT101a PROPOS ?u} taF� �re r, cuslOtric.R5 TO-Nit,- SIZE FOR SIZE. F.-pUS rte 1 t° _ i'44.H. --:- viCAS,,S____„------ .. C).1' 0 0 10 1 0-. , SMO •- `� '`-iii:° � �,,,r N t0 C O to �-*: M 'C6;;Ot`. Y r'-+''Nt�ti�. :9. r �.✓co MuMo 1- Oiiiy��» .� vr}C GO OVOr O NIL A -�nn h-cer,...*.,C�DO Nu. 0 T as •-• CD '?o v \ i- ►n . t: N,r- Ij,C3 } •rOcgOTr _: N��Nw ?1 r" j3-bo 1". --- N,1`. 1. i. S. ut1 9C ocg t-tL \ iii...1... %.-1 co .------..- ,,)-1- r-_,� lb N N y eC4 Ul ~Dt00MON \\\ e ,,-. -2 'Or +�zs N ccr 3 —� N u. � .40 \ 0 t x..i O ..O K O{L V C1—� CO�f r 0 . ifi k.-- 4._____ __— v. j�' r r `fid ti GO�.,t„C•t0 (Ti Z. Gr Ot00M,Ch .111. 7Nr xtOD LL " o vtio�'� N '�Nu's 1........0 cxn u, c�, -A 0 (414 \ 1'Q \ all' TI_______:_________:07 C9pCe1,N i Cr rY 21.}'y; �" NW }�. Nu. VI A t�e)IS C�9 N c+1 \\ �c r;O i j 0 J � .-r-.u... 3-k 0....-----__.--r: Com/J \—,, ----- I' () .-- Nt_ ;---..t... "fti,11 . -\ co I FHA - DIAGRAM SHEET J NO CHANGE IN' . ..,- "„ umeogriNclion I FENESTRATION PROPOSED.;,-'..,.r:,=7".^"' ' — 1 ' .' 00o,innie-troraprcowaneworkt MEASURING TECH MEASURE DATE sin FOR SIZE. . - ''• -,,,-..,,,,t' •fiLamocit=lizetiong. ....:• 1 fig FRANCISCO 03/0812018 - .7.„___r___ r ....___...._.__.t..1JSIODIE._fV5E._._._...._U.ilE FHA LIAD f.S2...31,::kiER L ;Li"f: CALFR.C.si-tieri GOMPERTZ 605216 HOUSE s ROOF ElEfet-IT I 11LOOR FsILVIt.i.ER TOTAL V OF FLOORS .--1-..- 22 ____ 2 r 2 cb , 0 c.1 x , ce Col UD r F.‘ ,6X au?,'-I,c.l•uF.2-i 0 4 N.±.D=_1 N. r. 1- cl 6-,-of ai x co cl 0 f.'.1 r•••co ii:0`4; — ._ 01.4.:•D S.._i 0 ttl CO . 0 s,4.1 x 0 0 .2. N • 4- 1-1- 0,i3 1-CI U3 0 (f) tsi CI Up CI 0 f.,1 C.9.T.ir. 711 6 a r.--D ,cv u)u. c.) "cm us co ci cl la r.• xco • 1.... r..co Li:0 Tt• oi..t.m=_1 F- (flu F- iKi r x u?cl cm f,2 co a Q 6 CD \ s•CILLON ti-J co co ci N •" V)Up C)0 Cg..) X i5 e(15 I's 02 Ul U.0 I.=..±. I_i i CI)u_ \.D Q , ....... — X , CE) r4 ce 0 do ,.... — ------------------- 1 _ i 4.- 1 PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS: 1 . HS 2. HS 4. HS 11 . HS 12. HS 15. HS 17. HS 18. HS 19. HS 20. HS 1/4/2018 Florida Building Code Online - ' 71,-,;.%'.3.-!":,,., 'IF; l�-�r+ci', V:-_,.4„ * '",ff,.x x� _ ,g, :24p•sli -„_47'7„-%.,s ,3't- Yy ns'.<`T" u, i' :,::4,21-.. l t Rl l�' 'RRI o f C s +aw.4i V4*41- ti t1.4; ,.� C ,vw ' Il .a. •usi ess & J'r,offess on% 44 e s Matto { '` " . ?I 3 * _ rOPo ,!ARBi e87 pd 0040-1134.41 cQr _1x4 P. BCIS Home I Log In I User Registration I Hot Topics RIHI Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I dFlorida e- ® Y ;;,.3,1,,, - ,Product Approval + IUSER:Public User Product Approval Menu>product or Application Sear h>Application List>Application Detail "., C OFA ,, FL# FL16736-R2 CET Application Type Revision Code Version 2017 Application Status Approved Comments Archived L_ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 Li Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R COI EvalReoort871C.pdf , Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1aFJrTCXA%3d%3d ' 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 1 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvaIReoort871C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",'XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 •E EvalReoort869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Hest Contact Us::,2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 employer.Coovrioht 2007-2013 State of Florida,::Privacy Statement::A cessibilitv 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 hem. Product Approval Accepts: 171 CIIgg eChecY. 1ZI Credit'Card. Safe securitymmucs• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871 C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. " &ORE'W '4i Lucas ?v r' No 58201• �• Turner =*. * .* �� 2017-08-30 F.-0.. 16:09+20:00 531. STATE OF I- e(Sh:,,c p.,_�'ii, 8/29/2017 'ln�fii� 4.... .......... ... , Si. Lucas A. Turner, P.E. 14;',../ON As��ti��0' FL PE #58201 GENERAL NOTES: '/�7','_/`�\,��rip HORIZONTAL SLIDER- LARGE MISSILE IMPACT 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 - 75 1/4°MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:'OX",'XO". HORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33°GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. __ __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 1 4. -- - INFILTRATION TEST PRESSURE AND GLASS TABLES g 3 W O L -- ASTM E-1300-04e01/09. z W p <i-CILLI I w zOZ D= -i— R o • 3 ca I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USEDIN THE DESIGN OF THIS PRODUCT.SEE FQ-w }Z 0 3 641MAX4" I I I DETAILS. WINDLOAD DURATION FACTOR Cd=T1.6 WAS USED WOOD 0Z 0 1--O U w OF 0 ANCHOR CALCULATIONS. 0 O u1°)- I-n D. FLANGEGB B Z 00� Z?Uy HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT H-O O LL p REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >" <¢�¢p F 9 I z z I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q o w -}O 3 p 63• I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W LL D'm o w m w MAX, FLYING DEBRIS. a z 2 a. K JO co 1- MAX HEIGHT O X 59 9/16° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0UNIT ui F-s ce w 3 w- re USED AT FIXED MEETING RAIL AND HEAD/SILL. SASH o_ I- D" o HEIGHT Nt�++�++ 8.SERIES/MODEL DESIGNATION HS-8200. ``�dS &oREW+T. 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ��GQ?'��0 E N SlF G�2�� 5813/16' I 0 :J; tn4 GLASS I X=OPERABLE SASH,O=FIXED SASH �: No 58201 • DLO + a 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -'k:• •F- 0'<li LOCATION. �9Q STATE OF :�4r` I I 11.EXTERNAL WEEP SLOT=1/4"x 1°LOCATED 4°FROM BOTH ENDS.I I �i��;�s.'.<O R.p P SFS -- C,- , r 7. ' ',,,'s'ONA,,, CfJ 5 A�- LucasTurne �� 33"GLASS DLO -36 5/16°MAX.SASH WIDTH- r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 GENERAL NOTES&ELEVATIONS 1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING DETAILS....2 ' EXTRUSIONS&B.O.M 3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 C ANCHOR SCHEDULE&NOTES 4 INSTALLATION DETAILS 5 SCALE: SHEET 1:15 1 OF 5 co e e m' 0 WINDOW SYSTEMS [ ��A INTERIOR 1900 SW 44TH AVE. M OCALA,FLORIDA 34474 O O r�� , www.CWS.CC �, .,....,_ I Ln - 8200 PVC JP),,ii— l�� ! HORZ. SLIDER �;� ,_1_, �� I` IMPACT ONO iii •�� g z <z3o 0)woo IL_ zLL, Woozoz arhW CD m 0 ® e m z• zx2.dwoo O 0,-0,,,..,, SECTIONB-B O z_cnz u)uai <• 000E6 0ZOLLO 0 I NOTE:FIXED LITE AT HEAD } i=?.o W O=o z AND SILL IS SIMILAR. I-F � - i .Nal CID w � �ai 0 w w juI HA ji m p u/�o a=�� • .5i., I{ III ® a 1- a ir�a`� O f/I`� J ,,,tpuurnp�� E Jam,, PNORE W TG,� 4. tla 0 i'.3 No 59201•�y�• II —HEAD MIDSPAN OF SASH *= * = (ITEMS 35 8 36) S O T. rt 7/8"OVERALL %9:. STATE OF . 6.1 - /I - 1/6'ANNEALED or TEMPERED - ... ..- O R IOP:�a�� INTERIOR I II 7/16"AIRSPACE i#04Sf+O A'AO• I I 5/16"LAMI 1/8" ROTARY LOCK(TYP.) ONLY ENGAGED PRIOR Ir .424 ANNEALED PVB INTERLAYER � — f!C TO HURRICANE FORCE WINDS. 11/8'ANNEALED IrI�11111 I 0 I iiii I LOCATED�/ I (ITEM 27)AT THIRD POINTS }� I X I � PURFECT GLAZE°H' 9/22/2017 `� SIKAFLEX 552 LUCAS A.TURNER,P.E. ® _I FL PE#58201 ■q so� �j�`��i, i_ r ��r 1239 JABARA AVE. O kr_ c_�},I 0 ►,,: ,01.,I 1� NORTH PORT,fL 34288 ' I �7 I. ! PH.941-380-1574 © Mimi; I I �� SHEET DESCRIPTION: e 1I�� „I ,I� � I I e Zf � 1/2”GLASS BRE SECTION VIEWS AND I I QUANEX DURASEAL GLAZING DETAIL I I -- -- 0 IG SPACER SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE: JAMB ROTARY LOCK LOCATIONS 111* ADE 10/10/13 1:20 DWG#: REV.: SECTION C-C CWS-871 C ALTERNATE FIN FRAME - - scnLE: SHEET r SETTING BLOCKS PER FBC 2411.3.3.11 1:2 2 OF 5 h PARTS LIST 31/8" -1 CORNER CONSTRUCTION ITEM PART# DESCRIPTION -- -- VENDOR- MATERIAL -- - ----31/8•-==--_----1- � ,/ 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum r I I i 1/2" WINDOW SYSTEMS L -�� 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum l I Q © • © 1900 SW 44TH AVE. .. 3 141836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 �r� 1/16• [ f1 WWW.CWS.CC 4 1-6052 Sash Top/Bot.Rail Mikron PVC 211/16"1'11�,� 3 9116• 7=,____,.......4,: O �'�7 21/8° 1/16' �� 1/16' 5 1-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC �..7{r 6 H-6050 Sash Meet.Rail,PVC Mikron PVC �1 I CORNER WELD) l I (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC I9 I-.-1° I 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/FIg.,PVC Mikron PVC PVC FRAME FLANGE-6049 r FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 1 15/16• 1 3/16• ® Rj _ 11 P-3113 Screw Support,PVC Team Plastic Rubber f-23/16°—' r 9/16° °�—T1 I- z O w O o ` I _ I- in Q zw 12 P-3218 Screen Frame Allmetal RollForm , I 18' ~� I `� ' �, O z 0�Z O 5!Z m13 P-3228 Screen Spline,.155 Dia.,Blk. Dopa 1 5/8" 1 r� 1 518" 1 516' Z Z w 2.1. u.100 H 2_ 14 P4754 Screen Frame Comer Key Allmetal Nylon ! 1/16° 1 q -'�--1/16" ` 1/16" i i , 1/16' FIXED MEETING RAIL 0 0 F-0 Lj re 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone - - 1 ��••• SCREWED TOGETHER WITH ui I-Z CL I_N a OUTERFRAME Z 00806-70- < -Z I-U N 16 P-3352 Set.BIk.,85 Dur.,1/8"x 5/8"x 2°Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Q F Z 8 06 ZO O LL Z 17 P-429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab >- ¢3 O w--O_ IX M Q z ui 18 P-3539 #8 x 3/4°Square TEK 2 Znc Fastenal Steel 5/8" 3/4• Ia- Q } 3 19 P4730 #8 x 1/2°Truss PH TEK 2 Znc Fastenal Steel —0 3/16" f I 1 f I/ j QQ z 0 W N p -. 15/16° 1/16• 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1° p w a0 a= rY = Q! w�w P-3783 or 0 L—F 1/16° �Tl Ii 110 a o 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ,��lurur,iir��i 22 P4779 Roller,Tandem M&M Nylon I- 6° -I 1 5/16" �J,PptOREW,>•...i,� 23 P 4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel �� ® 3/4° 7/16' 1 1/4° �`Q5,I.�pENs' ,, 24 P4069 Keeper,Impact,PVC Interlock 3/16" 4" �'"• F�'.y�� 7/�B 1/16° �� Q No 58201 :�� S. 25 P.4479 Weep Cover w/Flap M&M Nylon r r PLAN VIEW-1999 HEAD IMPACT HOOK-1999 r 1/16" 1/16° *•• * .'t 26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel S.B.R./S.S.R.-1498 ROLLER TRACK-1776 .1 9 STATE OF .•4r 27 P4958 Rotary Lock Sullivan Zinc 1O'. °u4 28 P4952 Keeper,Rotary Lock Sullivan Zinc r0 3/16' e,AAA'�O R 1OPr�a`O 29 P4959 Wstp.,0.420x.187back FinSeal,Gr° Ultrafab O' I / 114;f0 �7/8°1 �°#16si Np1 ENG°� 30 P4633 Barrel Fastener Fastenal Steel I I 6" I O I 7/ g/1s 31 S-1112 Reinforcement,Head Keymark Alum --•-1 5/8'r-- JL 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 1/16' I 5/8' f 1 PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum J—_ 1/16^ 35 S-1999 Frame Hook,Head,impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 I I 1/2",F-11/8•-I 3/8" 15/16'-I 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum 37 S-6005 Anti Lilt }IL Mikron PVC 3/16° �� ---trI m LUCAS A.TURNER,P.E. 58201 - 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ~-3' /---.-I-1/2" 11 1116° 1/16° 39 AE#RAA IIIIIII PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 8-6014 Scm.Adapt.,PVC Mikron PVC r SCREW SUPPORT-3113 NORTH PORT,FL 34288 PH.941-380-1574 40 S-6063 Fixed Rail Cover Mikron PVC r 41 5-6064 Glazing Bead Mikron PVC 5/16°L 1 1,...., SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS T BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone i 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG1t: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 33SHEET 1:2 3OF5 -- --- - ------- _ - - -- --- -- ---- ------- - ---- aggromg WINDOW SYSTEMS�� w, 12 1/2"MAX O.C.(TYP.) 2 1900 SW 44TH AVE. 6°MAX(TYP.) 3'(TYP.) SEE NOTE 2 4"MAX SEE NOTE 2 OCALA,WWW.CWS.CCA 34474 r--3'(TYP.) (TYP.) 8'MAX O.C.(TYP.) 6°MAX(TYP.)— I__ I __I I I I I 1 4'MAX(TYP.)- . . 8200 PVC -- r --�-- -INSTALLATION -'�-= --�--�[ II ANCHOR - 1 I Io�INSTALLATION HORZ.SLIDER I I I 9" >I I I' ANCHOR(TYP.) IMPACT MAX O.C. (TYP.) Ci 17° Z WJO akzW MAX O.C. I I I I I I W ZOZ Ce--I- �P•) I O I X I I O I X I Z Z2 ZIW2O - O V u7 1--O CL=-�D- ' Z O ?Z Z 7 V"-- Q I-ZV.,ZOLLV 1 I I 1 I >- QoWna OI=-OZ I 'SII II 1 I W O-recoOW COW L-- -- -- CO �l Jam--- -- -- O UI=-O 11- a. I I I I I I I 1 a I-- aLLI � CL W CNCHOR LAYOUT-(FLANGET ANCHOR LAYOUT-(FIN) �,,,,NOREiiii W P T � 1 Com. No 59201 •°°•15'A -*; * .*= giros ae t STATE OF :Q � -s,l'` OR1�P�-�`. 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 5. 9/22/2017 LUCAS A.TURNER,P.E. ._ _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 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 34288 PH.941-381-380-1574 SPECIFIED IN TABLE 1,SHEET 5. 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13 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 TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANIIDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 - - - /�� T -- I--- - - -A -MIN.-EMBEDMENT-- 11 //!/-(�7r///1 TYPICAL HEAD ANCHORAGE SEE TABLE 1 I SUBSTRATE VfYLYw(CCYDrIIUlIUUU BY OTHERS WINDOW SYSTEMS L " MN.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. { [ SEETABLE1 OCALA,FLORIDA 34474 1/4"MAX SHIM WWW.CWS.CC SUBSTRATE BY OTHERS J� MIN.EDGE DIST. SEE TABLE 1 MIN.EMBEDMENT 1. ---j7 I ' SEE TABLE 1 , BY PERIMETER METELEREA�T r SEETABLE1 l 1 -- 8200 PVC INSIDEANDOUT / / 4 SSTALLATIONANCHOR �� > •' HORZ.SLIDER SEALANT BEHIND I ,: `EE TABLE 1 r /,///. ,Mill' SEE TABLE EMBEDMENTMIN. IMPACT FLANGE BY INSTALLER - 1/4•MAX SHIM I lll�l L. I 0 -' 5 � 3 a z o i / Ell - 1- ❑WOaWpO I � PERIMETERSEALANTZW a Q W PERIMETER SEALANT * __ INSIDEANDOUT Z }O m INSTALLER �' u. I--W--ZZ H x INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 0 w O V 0.F d SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND ❑ Z-y Z Z n to FIN BY INSTALLER Z OZUViZnO- OHORIZONTAL SECTION OC HORIZONTAL SECTION Q I--u-20 O LLZ 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE K n g O I.W..io F=--Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O }j O Wre CD MI zIn W�OCI JCoI- CC W 'H ji -1/4°MAX SHIM a , SEALANT BEHIND iiHJ-] ,lµuubp, FLANGE BY INSTALLER N.71=11---IW ri `` ,P,NOREW A tem' PERIMETER SEALANT +1/ MN.EMBEDMENT No 58201 •�% BY INSTALLER SEE TABLE 1 :*: * :,�, INSIDE AND OUT v t s v's a: '9•. STATE OF .•/u� SUBSTRATE BY OTHERS / �OT'•.'� P,.'c��J SEE TABLE 1 I MIN.EDGE DIST. ..) 1i�FS'• O R 1 O,.et.s. SEE TABLE 1 — ,,,islipNAi EC��p A VERTICAL SECTIONIL.... O TYPICAL SILL ANCHORAGE `r �/ , TABLE 1:APPROVED INSTALLATION FASTENERS ILlg 0 9/22/2017 F:•• .-77-----17- TYPE ANCHOR TYPE MIN.EMB •'=' LUCAS A.TURNER,P.E. CONCRETE(2.0 KSI MIN.) 3/16" TAPCON 1-1/2" iiii 1 FLPE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLA _ . rX.1UI IgqPIS 1!fl V1EP JIk813/16'MN TAPCON iummis ,...--____ 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 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2° 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"MN TAPCONHEAD 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(0=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 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5 PRODUCT APPROVAL NUMBER: FL #16736.2 OPENING IDENTIFICATIONS: 3. HS 1/4/2018 Florida Building Code Online • {s k. ,tr r �uTY e ,"1' bra ,,,,,,,,-.-z„,,: i`_„, K ,, x` moi-^ ytm,.." ,`I ,{.' '; Flp Itl�tQ�PA,r .,'_''girt; k ;'-k-As 2¢ a ,. n# + _�.,�+1!1 Ir $ u a - §r g kr a w - m 1'F +•a. 'us.:r. , S^ s�' v r"� a`' tib ,y • i ", i��" .s I L tOusiness efrofess a ' ula#ron�` . s ,," ' �4} t a ._ ti x r• :ESS • .A.14,,-41ir 1:':'''a ,?3i5,41-,�'= " 4,1,,, t,--fl ,. °',: ,r,".1-, '. + 4' e0f04 Ike A1P.171"IWY,td 6811100APIM 4310A..CT TAP% BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links' I Search I dFlorida r. "'11 Product Approval 's`yf USER:Public User Product Aooroval Menu>product or Aooli . .. . h>Anolication List>Application Detail I,,,,,,,„ ., o f1.OFItiE FL# FL16736-R2 !1 sOCRETFRY,,!PA Application Type Revision Code Version 2017 Application Status Approved Comments Archived L! Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E 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 [56 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReport871C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDqu8obl%2flZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1 1/4/2018 Florida Building Code Online 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 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II W -:•• pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other:Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes 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.rnovriaht 7n07-2013 State of Florida ::privacy Sr -..-nt::Accessibility Statement::Refund Statem nt Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional 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 marls 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 hug. Product Approval Accepts: eChec. Credit Card Safe securityME rRICS• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 0 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7,2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+1-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A, -4, and-4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201, 202,203 '94, ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.11t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .0011//1%,„ ��,40"R‘1.40 RE W fir Lucas — := No 5E241 .IP I. 9/07/2017 Turner ; *; * :*a Lucas A. Turner, P.E. 2017-09-16 li STATE OF ,'t�v FL PE#58201 09:27+20:00 °� .�;� a t �,:$ • • GENERAL NOTES: . HORIZONTAL SLIDER- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS IV' TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT 1900 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW FLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAWWW.CWS.CC 4474 IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OV,"XO". HORZ.SLIDER 112 1/4"MAX OVERALL FLANGE WIDTH - 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111°MAX UNIT WIDTH - GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 0 z <z 0 - 4915/16° - — 24 5/8" — ASTM INFILTRATION RESSURE AND GLASS TABLES z w w 0❑ Q ❑w GLASS DLO GLASS DLO Z QQ Z}X=-I- 0 D' m 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED E. F w z _3 = `- A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x 2<tr w O O T -' - - ' -- --7 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 U w 0 d a i a �__ _1�__ __ I ___ ANCHOR CALCULATIONS. ❑ z-�ZZ ❑v) Z OZU-zOU- 641/4' 1 I I I i 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } I--u-..O=u-z MAX 1 I 1 I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- O F-F-0- OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < Ir m u) O/n FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0L❑CC 00 w cOw HEIGHT FLYING DEBRIS. ii z=0- O o O CO 0 un-O ax�>- 63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Ir I ce w 3 w 0 MAX 5813/16' IL I- 0- Ui D. I �/ O I �/ i USED AT FIXED MEETING RAIL AND HEAD/SILL. UNIT /� GLASS I X 561/4° HEIGHT DLO D D GLASS ,��uunrr�� DLO 8.SERIES/MODEL DESIGNATION HS-8200. P L RREEW.Tn�,'' 09.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 1.§',N- SF""-L'. 59 9/16° to i X=OPERABLE SASH,O=FDCED SASH No 59201 % HEIGHT I MAX i e 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH -* * : l li i Q LOCATION. 1 O STATE OF :�k�' j�� _I _ C'+ , a�\� 11.EXTERNAL WEEP SLOT=1/4°x 1"LOCATED 4°FROM BOTH ENDS. I1�,4'-. O R 1 O P,:,�`O ,,,,_,.> /I A C f� A �,rrsS; • ``tt.1.1.11f11t ' �, 031181HOLId SI ON! SW3ISAS ��aEF;.*• 3�iV,�i� co Ili N Cl) W CO LU MOONIM WOlSfIO d0 NOISSIW213d �•�Je;r �ih'�� a — 0 w LL EH V CI I N31LIHM 3H11fOH11M 31OHM ~'4i'o O 02o r W N a ,_ F w O .. co CsI Z uii J C.) VSVHO121VdNIN011Of10021d321 if.3'h �` o Zao c W ig — E •=o„ C N< ANY'ON1'SW3ISAS ="afw ul F a:z a 7 �� 4 co)" F m v• d MOONIM WOlSf1O AO A1213dOHd ?y�v o O+ N w V O•i. g z S m N 310S 3H1 SI ONIMVNO SIHl :6 )Z CO�;�� °� <11- CLCD m N. ce 8 rn U U = 1V111N3OIdNOO ONV ANV 3RId021d ,,,,,b. ■.i..... ,, D a w 0Z re a o o "-- ..J �O ,To, g v w Cl PI v N 0 m LL M w a co 0 0 J in CD 0 K Z IV K } w a - w w I z 0 m x J w w O d 0 W y O CD m 0 < a o < wEl Cl, m m m I am \ ^-� O m V1 W CO } } I ' •II N2 to m -=k 11� CQ)CW 8 A e e A \v/ orew 6g .a N aCD re 1 IL 5 UI w 0 y w a O W 0 COre 0 • = w Q 0 w 0 CD 0 co =I 8N m _ / ` . 0 Z ¢ _ Z F� Z uX, 5 zd z , Q N Q . O O ¢m m mw_, a }}g r-. m n m ? m am - I-C7 I I 1 COW 3..L7)5 X �K' •••_.. .4 _ i } } 0 - } /Li 8 a N e� oe w • aQ a N O(D INTERIOR 606e a nv b WINDOW SYSTEMS [ �� e 03 19ar49 e ® (D. ® $ 2 2 - OCA SW44THAVE. �� OCALA,FLORIDA 34474 WWW.CWS.CC rlp 1I _I[*LI_ ill ijj __ n ■I0 � 41.....„___ �I i C . ,Ifi ; � IMPACT 1 F. 0w0 °°w•21° LI 0) 0 0 000 0 2 0 0 SECTION VIEW D-D z Lu o ¢v0) 00(3 m JAMB ROTARY LOCKS z z=2QeGW00 O OI-O0 21-Ce _. JAMB ROTARY LOCKS: U U m •Z n H U a -MAY BE SUBSTITUTED FOR JAMB 0 Z n-Z i-m rn 1 SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Z O Z U U Z p LL U O -0 +-+ -REQUIRED ON FIN UNITS. >- ¢3ow°--FZZ 11111 ++IIIII w ��Wrnowcnw i �I p w�0 axeCA} L u' 0 aD l�•' ``JGQ?v-GEIJs `�¢yi I HEAD IMPACT HOOK(TYP.) �v�• No 59201 •'t73 MIDSPAN OF SASHES g in G *, L*C I (ITEMS 44&46) .-p Q STATE OF •Lliz INTERIOR -,,/SSf ,ONAi.Nto 1 1 111 j 'I'' JAMB IMPACT HOOKS(ITEM 42) yy+. OR ROTARY LOCKS(ITEM 23) `� LOCATED AT THIRD POINTS. 11111 �� i " 9/22/2017 fC itr_____2?___11141 .4 NOTES: LUCAS A.TURNER,P.E. • EITHER IMPACT HOOKS OR ROTARY LOCKS ii 1 �I ee ,I.I MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 ��LIm -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 0 /111. 1.1_111111114# ,�,�l' ISI0 , I il JAMBS OF FIN UNITS. NORPH.9401 380 1574288 1 SHEET DESCRIPTION: r I m' 111111-111111=�'�r� tl..o I SECTION VIEWS 0 I — I DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.: 1:20 CWS-869 C SECTION VIEW C-C SCALE: ALTERNATE FIN FRAME SHEET 1:2 30F6 PARTS LIST I 31/8" -I CORNER CONSTRUCTION ITEM PART# DESCRIPTION-- - —VENDOR MATERIAL- - -- 31/8'- - CCa //j)11f8•�� 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8' ((LWll W SYSTEMS r ��► - WINDOW SYSTEMS 1 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum o I I Q r m:� Gfi } Q 1900 SW 44TH AVE. 3 5-6077 Cover,HD Fixed Rail,PVC Mikron PVC �— 1/16, I OCALA,FLORIDA 34474 5 P-4638 #8 x 2 1/2°Ph Mod Truss Type A TEK Ajax Steel 211116° rIll I 1/16" 3 9116• o 7 M 1 718' 1/16' W W W.CWS.CC 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone �I—I�...w• I L CORNER WELD 7 S-1776 Roller Track Keymark Alum I (ALL SIDES) 8200 PVC I I-1° 1/8• 1:8 8 5-6013 Screen Adapter,Jamb,PVC Mikron PVC I HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048 11 S-6064 Glazing Bead Mikron PVC 1 15116• r'3'"'6' 1 © ? 3 ¢z 3 12 H-6050 Sash MeetingRail,PVC Mikron PVC 1'�-23/16° 23/16' ��il w w O o 1 -",111 ,1!.. z wOo a ❑w 13 H-6051 Sash Pull Rail,PVC Mikron PVC I 1 r-- �O I 14 © w z O z a F 13 I 5 ❑_ I-w ZOce co 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 518° 1 5/8' I J 1 5/8' I J 1 5116° u. r--w F. 2 2 Z z=0zd 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I 1176° 0 1111 O O O I 1/16°-f ! q --Bit/ts° 1 q _t__v1s• 1 0 0(01-00-1 /71. - 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum L� ❑ z-j Z z ❑co 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/13TM RAIL-6052 PVC HD MTG RAIL COVER-6077 FIXED MEETING RAIL } Q Z LL w O=O z 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab f 0 3/16• SCREWED TOGETHER WITH re 2 3 O I-1~z 19 P-3783 Lock,Impact,PVC Interlock f OUTERFRAME < It w O a❑ >-'o W-w 20 P-4051 #8 x 1 1/4'Ph Flat Tek,Wht. Fastenal Steel O d ce z D w 0-.0)1- m -.m 1- 21 P-4069 Keeper,Impact,PVC Interlock 5/8• I 0 w F 0 W a w 22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6' -I t -FILL--@ 3/4• 1//7.1- I © D- ~ D.. w o. 23 P-4958 Rotary Lock Interlock 1 5/16• 1° 15 } / f 1 lururp 24 P-4633 8-32 x 1/2°Barrel Fastener Interlock 7/8° �� 1®° SASH MTG.RAIL-1497h1615/j_ 1/76• ```,`% INVITE 141 S'TGp�'G 25 P-4952 Keeper,Rotary Lock Interlock6:;, F y. 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1 fi99 No 58201 HEAD IMPACT HOOK-1999 27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel 3/4° •:.. r�3/16° 3/16°� I 7/16° 1 1/4' ^ro• :�7. 28 GLASS SEE SHEET2 CARDINAL GLASS I j %9 STATE OF .•4i+' 29 Purfect Glaze°H°or Sikaflex 552 Henkel/Sika Silicone O r 1 V �7 1/1g° �� O '4'eF'�.<o R 10 P:4a4� 30 P-3028 Set.Bk.,85 Our.,1/8°x 7/8°x 2"Lg. Frank Lowe Rubber I 6° 'I --I 5/8"I--© S.B.R./S.S.R.-1498 ROLLER TRACK-17761/16. ,'/,SS+�Mpi i•NV 31 P-3218 Screen Frame Allmetal RollForm Tr- 32 P-4754 Screen Corner Key Allmetal Nylon I 5/8. I 1/16' 1/4' 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 7/8 34 P-3029 Screen Pull tab Summit 7/8° "� 35 P-3033 Screen Spring Fla.Spring SS f 0 3/16' 9/16 n 36 P-3228 Screen Spline Dapa O' • PVC GLAZEBEAD-6064 L' 1/16' 9/22/2017 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber I„ .01 -I 1/2• 1 1/8°_1 FL PE#58201 41 P-3752 Cap Plug,1/2°Hole M&M Nylon 1 5/16• I 3/8" 1 5/16"-{ 1239 JABARA AVE. . `�T Q I NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum ` 7/8' 1/16^ PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum + V_ 1/16° PVC SCREEN CATCH-6013 1/16' SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X5/8 Ph FH TEK,Znc,Painted Ajax Steel 1 1/8•••-j 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"1r 3° -I -}-1/2° 5/1fi°� I 0 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I I I 7-T� DRAWN BY: DATE: 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T m' i 1/T-16° TEF 10/11/13 SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C 50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 -- C11,17g=rid � -- -- - -- - -- - - -- -- -- - WINDOW SYSTEMS 3°(TYP.)-.- 1900 SW 44TH AVE. 6'MAX(TYP.) 1 3°(TYP.)-- '-16 1/4".1 SEE NOTE 2 4°MAX(TYP.) 8°MAX.O.C.(TYP.) OCALA,FLORIDA 34474 MAX O.C. 4•MAX(TYP.)-1 WWW.CWS.CC 6"MAX(TYP.)- (TYP.) I 11 i I 1 __ 1 I 1 1 i I I _ __ __ _ --7 _ INSTALLATION i __1 8200 PVC `ANCHOR(TYP.) 1 HORZ.SLIDER MAX 0.C. I I, IMPACT _ mPa MAMAX. - z 3 azo O.C. `. 0 X TYP. X X X0 Z' 17 ❑w O w o _ - o ZcoZ Ce I I I I ,' z z=m Q W o O I I c0.) 0enI-9aFwa " 0 -9=z - Z O O g.V y Z D 0- - _— IJ.--- L _ > ¢ ow,-=o? 1 1 1 1, 1 1 1 1 1 1 ! 1 1 1 __ - -- -- - w m.A}�(~j~zryj w O�FFa--co0wvow ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN1 Z 2 a 0-.0),- .. _ O _~re w �c" a• I- a CC llll lll ptSO'REr7.44"‘ ,T�i 5 G.:0, "• No 50201 •9 S Q: STATE OF ;�4r` i:T�F�OR10P��`. NOTES: ,,,Ssf O;A�et0 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. BE PROTECTED TO PREVENT REACTION. 39 # AVE.1239 JABARA A - 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 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-869 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) 1:25 5 OF 6 _ - - - - - - - __ MIN.EMBEDMENT_ - __- (l TIlI(� //n.M•,e TYPICAL HEAD ANCHORAGE SEE TABLE 1 -SUBSTRATE - -- -- -- V-(SIyN/U•l4U BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MN.EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS f W W W.CWS CCR SEE TABLE 1 a MIN.EDGE DIST. � MIN.EMBEDMENT -I. SEE TABLE 1 l SEE TABLE 1 0000 A PERIMETER SEALANT / 1 —.IMINIIII 8200 PVC BY INSTALLER (!' / + j INSTALLATION ANCHOR li , INSIDE AND OUT �i SEE TABLE I ` // I r HORZ.SLIDER . 1=11_14,1 f .�L—` / I MIN.EMBEDMENT SEALANT BEHIND I / / SEE TABLE 1 IMPACT FLANGE BY INSTALLER LL114"MAX.SHIM -r-J71, '1. 1.11 PERIMETER SEALANT Z W j O0 Q W/ mili RI Z W PERIMETER SEALANTBY INSTALLER W Z O Z<m 2 I_ BY INSTALLER . INSIDE AND OUT O U I-W 3 Z}OCC m INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2<F- g2 Ir W O O SEALANT BEHIND SEE TABLE 1 0 0 1-0 V<=F-ce INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 Z ci)-1 Z Z F-7 Cl. FIN BY INSTALLER Z 0 C9 7 -7 0- SEETABLEI -z0-Z Z OB HORIZONTAL SECTION OC HORIZONTAL SECTION < 1-§u-2°20Z Z 0 to Z O 0 Z fi TYPICAL FIN ANCHORAGE 6 TYPICAL JAMB ANCHORAGE < Et 0 H F-H Z _ HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O O }= O 2 W ww z O LLI 0-"01- 3 W V)I- ce z- 0 _ lir 0 =F-a0, w W�y -1/4"MAX.SHIM Z 0- Ca. SEALANT BEHIND 1•ir.=;7 ,,ti,,u,,i,+i,� FLANGE BY INSTALLER O ,,,r" ,,, W TG,,,, 1 •.% 5 PERIMETER SEALANT / I MIN.EMBEDMENT �•V'•""-C ENSF�%.,rtt. BY INSTALLER SEE TABLE 1 Na 58201 •517 INSIDE AND OUT =x * =�' '9 STATE OF .•ALU SUBSTRATE BY OTHERS //v / .40'��••�< O P'�,b� SEE TABLE 1 MIN.EDGE DIST. ' SEETABLE1 —� ',�..ss/ONAI.. •... pO VERTICAL SECTION glfer ..h�n..+t.>•..� 6 PICALSILLCORAGEz_ ��TABLE 1:APPROVED INSTALLATION FASTENERS9/22/2017 Fy . e xTgTYPE ANCHOR TYPE MIN.EMBEDN(ERT1RIf0"EDBC .� LUCAS A.TURNER,P.E. 11 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"11W TAPCON 1-1/2" 1-1/8 FL PE#58201 ERIMETER SEALANT 1239 JABARA AVE. _F • • - . •. •: :OUT-FLLED CMU(117 PCF MIN.) 3/16"RW TAPCON 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" 6O BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"11W TAPCON 1-3/8° 7/8^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.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")MN.STEEL STUD #10-16 HILTI KWIK-FLEXOR 11W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE KSI YIELD MIN) TEKS SELF-DRLLING SCREW THRU 0.060" 7/16° TEF 1 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OWE#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPNG/ FULL THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C 1/8°STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 J I PRODUCT APPROVAL NUMBER: FL #16177.1 OPENING IDENTIFICATIONS: 5. SH 6. SH 7. SH 8. SH 9. SH 10. SH 13. SH 14. SH 1/4/2018 Florida Building Code Online _ 1" __ i.-:_.:''' ,, .'G„c;; pa ,%+ aF •T,rof go I 1 ' ,ulat on--. .. -�— 'sk'''' . __- ~� 7r ,. ,..-.1,--.z.-4., Y $i... 61lPIrPI F. M tlr B ne 18 'ePOlcTOB if BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I d Florida - ® r Tr,!Product Approval IIUSER:Public User aar5r! it Product Aooroval Menu>product or Application Spar h>Aonlication List>Application Detail YW „1 as 0 ,0x FL# FL16177-R2 - « Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine 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 f❑ 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 L Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHixlsgtjUObEAbzoQ%3d%3d 1/2 1/4/2018 Florida Building Code Online + c 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 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.odf 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:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 '2 AE EvalReoort8 2C.odf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. Back Next Contact Ug::,2601 Blair Stone Road.Tallahassee Fl.32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::R-fund Sta - .nt, Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click jars_ Product Approval Accepts: Tio Credit_Card Safe securityM ETRICS* https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHixlsgtjUObEAbzoQ%3d%3d 2/2 e , URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1A, -2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 1 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .t011'';►I'tam/milt Lucazili s 58201 ';- Turner * =*= �� 2017-08-30 7.-0- a STATE OF :iii::. 16:11+20:00 '�,Q,�•.,.c , 47: 8/29/2017 r'% �` ' .o R.I.,.-'4,%0\4:' � Lucas A. Turner, P.E. ��'0SS�dNA`� ° FL PE#58201 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT - ickv1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEMSe 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 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8°MAX OVERALL FLANGE WIDTH - 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX UNIT WIDTH - SINGLE HUNG 4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Faa O w O rn w O O 1 -- -- -- ASTM E-1300-04e01/09. z w_1 0 a O w I w zOz Ce0?1_- 63° _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 Fa-W 5.z}0 a 3 1 MAX. I T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=M zd o!w 0O 0 OVERALL FT I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-0 ci a-r i_a FLANGE ANCHOR CALCULATIONS. 0 Owl-z Z H O a. HEIGHT O Z OOUvj mU- B B 2613/16• 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a I= 2 z O w 0 GLASS NOT REQUIRED. >- O ul O C 0 Z LO I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W 0 aj o iw m w 6613/314" I I USED AT FIXED MEETING RAIL AND JAMB.Ma Z x nw. Ow,Jo y HEIGHT #II UNIT 8.SERIES/MODEL DESIGNATION SH-8100. re z~d UUU' w W I D. I- D. 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �uui�� ,, I • X=OPERABLE SASH,O=FIXED SASH ,,,,►DREW i, I I ��,9 AN.....W TG ,� 330 3/16" I ` I 26 7/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR +.JVP.•�,\C EN8F.,�¢y��' SASH `, GLASS LOCATION. :v No 56201 L HEIGHT X I Q DLO - 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4°LOCATED 4'FROM BOTH ENDS. .'t: * ''t F. WI 0: STATE OF mak/` / -1 4 I 4t�`S7p' •'EN�� 1 LucasTurne 6 A I r - 451/16" _ 2017-09-22 .. 7- GLASS DLO 13:36-04:00 9/22/2017 48 3/8° MAX.SASH WIDTH LUCAS A.TURNER,P.E. __- FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 DESIGN PRESSUREBAT 06/18/12 GLAZING DETAIL 2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS 3 RATING DWG 8: REV.: EXTRUSIONS&B.O.M 4 CWS-812 C ANCHOR SCHEDULE&NOTES 5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS 6 SCALE: SHEET 1:15 1 OF 6 i VAI `tttt11111,,,,/ ,'" (g '0311SIHONd SI ONI'SW3ISAS �,,��;*.cl3��,4 W °m° U F-� v Z MOGNIM WOiSl0 AO NOISSIWa3d `,`•'t1'.� ti,',�ii a W N -/ W 0 W LL ig V m I-- N3111iIM3H11f1OH11M31OHM `"J4,.- •,�•••-.:6 b hy�w d.-7.07,"-N Q � Zr. w �O E Q d = 0 V SV HO flJVd NI NOI13f10021d3N ''3;z O �';J o LL o w a i ¢❑V w Q ANV'0NI'SW3ISAS 3`!';W in ac F ¢:de 1�1 w >qt �m 4 U ❑ VD o of C J d MOONIM WO1Sf10 AO A1213dOad :2 0 0 ? 0•p N •~a a s Z N 4 LL-3 I- 0 310S 3H1 SI ONIMVa0 SIH1 S.s )z w<,'"?�� rn < 0) �, o o 00 Z NI 03NIV1NOO NOLLVW2iOdNI 3Hl 1.,tit., ,-��.` ¢LL N xLL o 'm Q 3 w 1VI1N301dNOO ONV A2IV13I 1dO Id ��q��p�� ii id Z= U m V Ri vi v N 0 00 LL W d co 311 0 f J m N 0 Ou (9 O re o k W W coK 0O m co CD U3• 0 1 Z Q ❑ CO Wry U_. < wwJr q N K S z oV p ¢ Z a Z ¢ w za zd �a � o N 7 0 `r„i ,i r, 9 e 9 e N N I- N x x CO ❑ LLQJ D w 1 co w cl a >- W w h w 0 w co• O ❑ N W W W mL 6 a Z ow a N 7d' a zd. d zz.a3 LZ 0 a O �(9 re '14 6 co " ''- coo m 60(7 r .- n 4 a. e =�J 9 e 9 ____ ci.z.. INTERIOR WINDOW SYSTEMS P 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ® e s ® ®m®®e s m WWW.CWS.CC ' 8100 PVC Rilw-r--ra1p T� �r SINGLE HUNG IMPACT =gni ' Ill= LI I ii .k_...,... ,=,_lit____, ......1____ . bilk 01,111 -,- .-im inn z= -Z <_ . ,0 Ll-iiiisiial M III 0 m * (Deese 0 O •OI-o�a �a SECTION B-B p z`�Nzz DN NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, P LL g z0 O u.Z RIGHT SIDE SHOWS SASH SECTION VIEW. W M<rO> -E z— la- ppFYp>+�� 1 w LL Q-'N 0WNW � Zia OJmF- [ i -------------------------------------------- a �3w rY•�sr it e& VDe If o a Ll�.�1„11-17I e INTERIOR .•�Q�?P oEIJ.T4, .•Tt L �lI �J0i �. SF.�'yfi 1111--. . : No 50201 :-A S.Qt STATE OF :j ;��( %4 O p:Q 0'��a�.• ® i4•9/IipA1 04,0' m m a fr_rill ® ji n L11 0 9/22/2017 0 aTa 11�rD LUCAS A.TURNER,P.E. FL E#58201 J0 IPLLLI= = NORTH PORT,FL 34288 1F1=1- PH.941-380-1574 0 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3 OF 6 C7 Cal.191HOild SI 3NI`SW3ISAS ,�P v-C'..................3 4 W co O w�O Tr Z MOONIM WO.Sfl0 JO NOISSIINInd 4�S'...0 0,,,,1 a j A n N r° U W P R `gam 2 D If— N3UIHM 3H11flOHlIM 31OHM A'7, 8--.-4,'" y Tl N. w N Q LL 7 w m w v mi�+ I 0 V SV 21O 121Vd NI NOI10fl0OId31:1 ?3s h N 0 0': i z ao< o vi ,o N CO J a MOONIM WO1Sfl0 dO AflI2dOLId . ;o 0 # O•p T, N a a a ° N 0 310S 3H1 SI ONIMV I0 SIHl7.I.;';11.-2 Z to.�; co rn x U Z ..„1"--,.). Z NI 03NItl1NO3 NOIlVI OdNl 2H1 �. �` m LL f = m Q r CO N S o y ltlIlN301dN00 ONV QIV131adOHd ', .ii,* �O��,`` j Z a =ow m m 3 w o CI .. I t a J O CO ZW O O^ U=SW e m F- g c KF WW —111 0.-s SIR - c 07' ,,L.dao ;� ruil uj 0�� oa. Z' 0 — WWo W ZLLU ' LLU N } Ito 0 roI n a. - - ......_ �' a a 7 CO O m 0 N tO ° to 1) 9 m W O-6 a CI Fa i o aLi + r� _ J fa. N I---t > _ aLL N en 1 [ N ' U K 7- N > L_4, a m N v m m , 03 1Om J J m o O _0 01 _. Q m m UUl1 x Z Gy CO L I CO m I U eo 0 - 0 a ' aI CO v [O LL 1.17 ' Uamf O©©G N JP I m Fp t0 N / � ` — m ■ m m Y . m u-' P O o U O a K 0,` O fL f O J ~ co In �f ui g _ i m 1 x f_ �, I 1 L.' — I a f I I co i .� N 1 Q� U wBs i �A� a `O m Z > w W yll m m •y� o a n m — 6 N W 0 rQ m z ..aaTE>.E %a' 5.,5., i.E 8 d m m m 0 a E E= 3,E o E3..E m W C C C C O C O C C e e e C 0 N(n EP, .de Q) .�.. :1 T > O d 21 C 0 cd,' C 2 « co 1F5>> > Q•>¢ • >¢ a A5— co cocoCO z 12 ¢¢aa>¢ z¢><CO IL w gc c c c -Ec c c c c c c '6 -Y-Y .0 o .a, Z m Y m .g U) co —m m m aci 3 c is a co I-- 0 L E 2 L f0 E m 2 2 2 2 2 2 1° - - - o o m a m C)(5 U 22 aci a m m W m d d d z o•E E.N cu L al c O Y Y_Y_ Y_ E Y E Y Y_ Y_Y_ Y_Y_ E Ea m =L N t alf x -�Q Q B CO E y E Y aE N co z•- a2 a•- ammmdm wean J JJL° EEE �� YLY�� Y .ie S07 Ls 222m��LL n2.C70 p QQQ mm V)it.Y yIL co cn J .0 Z NO m >Y to IT 4.1 j J sr coch TiIv A xi ri Q NUS CO a F N v m r. xU) J[L' 2 ami 'u.~ t l�u� of mm '� 4 z U >` xy �3, ma - 8WY v 2 a. I a a a a U > `. d.j > U a 12- Y= o 'C3 Y F.'p- > 1- 7 IL IL u_u_ aDCa ITS; �Uam Ua m`o= E'u? m u. o v E x2 ma 1- co ch W mU) Z> y U) U > .LL 2 m=a jZ 2>Cj c0 �u) —E= m Ui -§—§"3 3 chi 3ai� - a ay 3 x= ttatov $❑ ° NN ai ai m air ,,..v.-i2,2 e m z2222s E r2.% d ° c as `w Nm �� E E Efi.S c 7i 'c ma gib Z ON U) c°c° O d N OLm^ cti O O E E U a E O N N c`iLi, o E d Ol�m v W W LW L IE EI.U CO O.CO ix co O x X S - WN z € : : : :2 O tn13 2 a) co OE -U O7 tONV U) XA—I V)ILLL 2_N U)N m —�.!L lL lL IL V m U) m Q Q U) O U O N 0.d.N d 7-COa O m °J U)U) m N N aal N CO co co 3 )Cl 7 Vu c c c c a N.� ,, C E E tLn w Y Y d d y x x x x tE a-w • E m W W ° e E 2 E to E m to EN,: x f-`- W clla N lO N N al W f)•al co' U co' to l0 l0 $ m d d m W W a U U U 0 0 U Cl Q7 N CI Ernes CI)U) m 'aCO�JY � x rnc�rnwl-ov�mwr CO U)U) v�v)mc`,3ac� � z• N M W M ctM n: N O Nm aa O aa ON OA ER Eno O m OO o El m0 O i•li N N)m0 id mM L m t0 a3 F.1.m tN N m^tO M '4 CI)� J O O OO 000 ^0000 co NOSf�ON UD �A 1.... mm O co d N N N m l7 NOO COO '- 7- Q ¢W l4t4W U7 l4 .(4� u? u?0?f4 mmc7Y '7 Tr 1? ONm "l t?mc?oLLmcnmc? 0) ?0, ?0? t4Sc? W x22xc)S2x2Y% U)U)mU) = aadaaa aaaaaa aaa Z cn c6 a r�a - a WH • z� O 2 N t0 f0 a0 T O N Ill CO 0 0 l0 1O CO P CO 0 N I,CO CO 0 10 f- 00 N CO a CO N CO 10 a7 17-CO O N CO V. J Uj Z f C N N N N N N N CO CO CO CO CO a 4 v a V m 0 u) IO 10 t0 t0 c0 co co t0 t0 f` r r-rs aglow g__ s°MAX.(TYP.) I 17°MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6°MAX(TYP.)- I I I OCALA,FLORIDA 34474 —\--- -- --- " WWW.CWS.CC II SEE NOTE 2 8100 PVC 101/2' I SINGLE HUNG MAX.0.C.o. C``P') IMPACT -+-- 0 INSTALLATION ANCHOR(TYP.) I a z 3 <Z . I I I- Ow0 O ¢ka z LLI — — w ZozYc- _ (� a 3Z i _-__-Li MTO HALZZ=0Q<WO_ o of-o�a 4"(TYP.) - 0 z-�- D o I I Z Ow/,-(6-m0- .4( ' Z¢ 0w0=0? X W ma ~~ Z 101/2" — W oOKdj=OwNw MAX.O.C. Z f4 W Q en l- (TYP•) a a WO-0 _I I_ _~� W=�� 4 I— D- I- d Ira 4"(TYP,)— -- -- --- �•••,,S,PNOENW° G•'��4 4°(TYP.) NO ANCHORS REQUIRED IN SILL 4..../: No 55201 %II: ANCHORLAYOUT-(FLANGE) 7.-o: :2C Qt STATE OF /LLUZ NOTES: ,i • 'i /ONA4E�."�• 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARAAVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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: BAT 06/18/12 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 a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 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/AAMANVDMA 300(EXTERIOR DOORS) 1:15 5OF6 -- - - -- ---- -- - TYPICALHEADANCHORAGE -- --- --- - -- -- - - --- - - --- - - _- - --- - - ---- - - -- - - - �® •- /Fi ___ MIN.EMBEDMENT WINDOW SYSTEMS ��A MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4°MAX SHIMPill SEE TABLE 1 SUBSTRATE BY OTHERS A r OCALA,FLORIDA 34474 SUBSTRATEEE TABLE I ' , WWW.CWS.CC MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 —.— J/ MIN.EDGE DIST. 8100 PVC BY INSTALLER / + + -- f I , SEE TABLE 1 SINGLE HUNG INSIDE AND OUT �� r INSTALLATION ANCHOR �f(•t SEALANT BEHIND ++.e;�� SEE TABLE �'�Tr IMPACT FLANGE BY INSTALLER111 I - I 1/4'MAX SHIM �'I J4 ... T a ZaZ30„„,,,, I� F- OWO ._F_,- PERIMETER SEALANT D- i-u.1 Z H _ BY INSTALLER Z Z22aD:WO0O INSTALLATION ANCHOR INSIDE AND OUT 0 U y I-Z a p d SEE TABLE 1 SEALANT BEHIND O Z-j-Z H n O FLANGE BY INSTALLER Q O-Z,-,-Z O Z LL >- a30W-=O— OB HORIZONTAL SECTION IY 2 g i-~C z CONTINUOUS DOUBLE 3/16”BEADS OF 6 TYPICAL JAMB ANCHORAGE la- >-m>22 PERIMETER AT ALL INDIMGLAZE U1600 CATED POINTS re Z(n w coco -I co F T AROUND ' S BETWEEN FRAME AND BUCK BY INSTALLER a -2M 0 (0 O WHO 0-1 I-1/4'MAX SHIM a H CL D_ a FLE NGE BY INSTALLER�T BEHIND Al l'INLLJ` ,,,,P,pRE W,,,,,� PERIMETER SEALANT 1 j MIN.EMBEDMENT J T. BY INSTALLER SEE TABLE 1 ,t,-..,. No 58201 A L INSIDE AND OUT :*e * e // t.'9t STATE OP •LU CT SEE TABLE SUBSTRATE BY OTHERS J /I MIN.EDGE DIST. J' SIL,6.`4'...1;° 0 R 1 Q�'0\� SEE TABLE 1 X0. 10,„iONA.v,0 OVERTICAL SECTION 6 TYPICAL SILL ANCHORAGE � I7 ...•,, 41ler - 9/22/2017 TABLE 1:APPROVEDANSTALLATION FASTENERS .11 LUCAS A.TURNER,P.E. ANCHOR TYPE MIN.EMBEDMENT 1GRRZDeE�I 11 FL PE#58201 VE. CONCRETE(2.0 KSI MN.) 3/16°11W TAPCON 1-1/2” 1-1/8"� BY INSTALLER RIMETER SEALANT 1 TH PORT,JABARFL 34 HOLLO,, •- -- - • - ui -- •. " INSIDE AND OUT NORTH PORT,FL 34288 C HORIZONTAL SECTION PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" O BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16°MN TAPCONINSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8° OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/8" 7/8° UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 H0. MN KW IK FLEXOR W FULL THREAD BAT 06/18/12 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OWE 4: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125° SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 PRODUCT APPROVAL NUMBER: FL #17792.1 OPENING IDENTIFICATIONS: 16. DH 21 . DH 1 ii 5/15/2018 Florida Building Code Online -niiiF - stir a i1 .41:.;,,,_,:‘,;,+" 1 .- ii ~'� � Ogi6tAANfi3. ' r " v7.11 }0 trusinessItilrov. essional egu atio t ` w x � "* ,A4, c.. , z . . i D6PRHI4 A$CUrnf/A 49 OlitIt19ioN11•COOTMOnitit BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Florida _ . r t La Product Approval I (gin USER:Public User lg;,,,:�t L.°.fit E N.t::nV��.i;t i product App• al Menu>Product or Application Search>6upTIcation List>Applicatlo• •-tall trrl >t FL# FL17792-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived LJ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE C1 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By CrJ I affirm that there are no changes in the new FloridaBuilding Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. https://www.floridabuilding.org/pr/pr app_dthaspx?param=wGEVXQwtDgs%2bbt23mL8Hoel%2fXXcLXLeS6yiHh65PkWhSKK%2fJ5CNilg%3d%3d I. 5/15/2018 Florida Building Code Online • • Documentation from approved Evaluation or Validation Entity 0 Yes 0 No Ci N/A FL17792 R3 COC 6thEdFBC-FL17792.0 Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/11/2017 Summary of Products FL# Model,Number or Name Description 17792.1 DH-6500 Impact Vinyl Double Flung DH-6500 Vinyl Double Hung,Impact Limy o I se Certification Agency Certificate Approved for use in HVHZ: No FL17792 R3 C CAC CAR 138-13354AI Approved for use outside HVHZ:Yes FL17792 R3 C CAC CAR 138-1355.p.f Impact Resistant:Yes FL17792 R3 C CAC CAR 138-545,pf Design Pressure: N/A FL17792 R3 C CAC CAR 138-560,pf Other:See installation detail for max.sizes and DP. WIND Quality Assurance Contract Expiration Date ZONE 3. Glass complies to ASTM E1300-04. 05/06/2019 Installation Instructions FL17792 R3 II CWS-1069B(DH-6500, EQ)_p Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17792 R3 AE EvalRep CWS-1069B(PH-6500,...E.Q)411.t Created by Independent Third Party:Yes Back Next Contact Uq::2601 Blair Stone Road,Tallahassee Fi 32399 phone:850-487-1824 The State of Florida is an AA/EE0 employer.Lop.yright 2007-2013 State of Florida,::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please click berg... Product Approval Accepts: Credit Card Safe securityMETRIcs' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDcis%2bbt23mL8Hoel%2fXXcLXLeS6yiHh65PkWhSKK%2fJ5CNilg%3d%3d URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 1069B December 1,2015 Product Description: Series 6500 PVC Double Hung,Large Missile Impact Wind Zone 3,, 53 1/8"x 76"max. unit size+/-45 psf, or 48"x 72"max. unit size+/-50 psf Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition(2014). Florida Building Code,not including the High.Velocity Hurricane Zone or Wind Zone 4. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared byLucas A. Turner,P.E. at 1239 Jabara Ave. North Port, FL. p �P p 2) Approval drawing CWS-1069B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3964-03/04/09/10, by National Certified Testing Laboratories, Orlando,FL,with testing performed: ASTM E 1886 '05,ASTM E 1996 `05/09 (large missile impacts in accordance with Wind Zone 3), and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-1069B, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-1069B. Limitations of Use: This product: • May be used up to the sizes and daylight openings with glazing as indicated in CWS- 1069B • Achieves design pressures of+/-45 psf in the 53-1/8"x76"unit size for flange and fm • Achieves design pressures of+/-50 psf in the 48"x72"unit size for flange and fin • Is Large Missile impact resistant and does not require the use of shutters • May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas • Requires Kuraray(Dupont)Butacite PVB Interlayer • Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee Certification of Independence: I do not have, nor do.I intend to acquire,nor will I acquire, a fmancial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will,I acquire, a fmancial interest in any other entity involved in the testing or approval process of this product. ,�p114ti1I91111/./ *�� 'N".0 4, : No 58201 Lucas A.Turner = ; * 2015-12-01. : *: * : 16:54-05:00 r'O; t a 12/1/2015 STATE OF lvt Lucas A. Turner,P.E. 1:00,0%,y • C tiO \�w`` FL PE#58201 ��i�S%•.•. .................. ..• C? . "eti—io AO �010 GENERAL NOTES: DOUBLE HUNG-- LARGE MISSILE IMPACT --- - ---1.THE PRODUCT SHOWN HEREIN IS DESIGNED-AND MANUFACTURED- Jf�•J � WL1/O' r_. Ii TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE. ZONE 3 AREAS AS DEFINED.IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 WWW.CWS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY _ HURRICANE ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. - 54 3/8" - - 49 1/4" FLANGE WIDTH FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 6500 PVC - 531/8• - - 46" DOUBLE HUNG MAX UNIT WIDTH MAX.UNIT WIDTH 3.CONFIGURATIONS:"X/X". IMPACT 48 15/16" F— -- 43 13/16" MAX.UPPER SASH WIDTH MAX.UPPER SASH WIDTH 4.DESIGN PRESSURE RATING: 61!4• - 41 118• N-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 4LO6 DLO GLASS DLO GLASS TABLES ASTM E-1300-04. LO "- A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o o IL INFILTRATION TEST PRESSURE AND GLASS TABLES il- ASTM E-1300.04. o o 0- -I-- -I- II 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED }I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR w w CO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR m WOOD ANCHOR CALCULATIONS. co Z 3615116 0 UPPER X 33 3/8"MAX. g 33 15116" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE IT W FLANGE SASH GLASS DLO MAX o W UPPER /8' NOT REQUIRED. co 0 cc HEIGHT HEIGHT B I 1 _ B SASH DLO n z F- 1 773FL1/4" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM x u: Ci- HEIGHT HEIGHTSEALANT USED AT FIXED MEETING RAIL AND JAMB. < Z U Q w¢ m MAX I• 72' — 8.SERIES/MODEL DESIGNATION DH-6500. Q W UNIT I IIMAX9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: m < O HEIGHT I I 0 UNIT HEIGHT X=OPERABLE SASH Z_ 0 34 s" 10 SECTION APPLY TO ALL ELEVATIONS IN A SIMILAR ,`,��.PtiyDRE6V��••• 3615116' /8" �� p- :• GENg"• 'P • MAX. X MAXG :v k"••.1,•• LOWER I ® LOWER DLO J F 4SASH I I 33 3!8" SASH11.EXTERNAL WEEP SLOT=1/2 x 2-1/2"LOCATED 5"FROM BOTH ..�: No 58201 .13HEIGHT1GLASS DLOHEIGHT ENDS. F*1 4 I !• i =�: ;a; 'S1 STATE OF Lucas A.Turner : 0% tV _ 1 2015-12-01 • , e A 16:54-05:00 •.F=: p R1pV.C.. ! ' = •,,Ss , . .. ... NAVr.. 461/4• ,- 411/8" .rr GLASS DLO GLASS DLO Z� 49 15/16• -- 44 13/16' ~ MAX LOWER SASH WIDTH MAX.LOWER SASH WIDTH12/1/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND MAX. UNIT DESIGN PRESSURE ELEVATIONS TABLE OF CONTENTS IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 JZ4INE RATG EMK 05/26/15 SECTION VIEWS&GLAZING 2 DWG#: REV.: EXTRUSIONS&B.O.M 3 LARGE MISSILE IMPACT CWS-1069 B ANCHOR SCHEDULE&NOTES 4 48"x 72" +/-50 PSF SCALE: SHEET INSTALLATION DETAILS 5 1:20 1 OF - - �O - - — -- --- -- - --- - WINDOW SYZMS-flIr--- © 0 T0 a 1900 SW 44TH AVE. +Y OCALA,FLORIDA 34474 o _ 1 WW W.CWS.CC 0 11n' -_- �=rte u� L'1 M11 IIB 6500 PVC I', iu1,,i1; DOUBLE HUNG =�1 --- ki I ,Thl ti''&..-41 Ti I----- _ wiEIIMPACT 4 VI IE —C4Willi 44 b in in II (IL ,//la _1=0 D 11.,.._ €10 It7:1" 34 0 3 0 0 19 CSW W CO SECTION VIEW B-B w z 37 N fq 0 m o o Z W N N O cc K P-. d I--• © �� 1LG I�Ir�/II �� < O r. Z ® m�I � „,�purr,4 7/16”AIRSPACE :.e.§) .•VP .�GEIN NS�.,.Q,yy� v: No 58201 •'�/3 * .9�, STATE OF .LUZ O 114-' 'O .��u:.. SIKAFLEX 552 OR ® 1-1�� PURFECT GLAZE 12/7/2015 i'n co IiiLUCAS A.TURNER,P-E. ©® NORTH PORT,FL 34288 __ __ pr �fI �� PH.941-380-1574 0 SHEET DESCRIPTION: SECTION VIEWS AND SECTION VIEW A-A GLAZING DETAIL. DRAWN BY: DATE: ALTERNATE FIN FRAME EMK 05/26/15 DWG B: REV.: GLASS TYPE A CWS-1069 B SCALE: SHEET 1.2 20F5 . PARTS LIST • FRAME CORNER - ITEM' PART-#DESCRIPTION __ _ MATERIAL VENDOR __ _ - 41/8" 41/8' CONSTRUCTION VR9T, 1 H-6121 HEAD,OUTERFRAME PVC ATN 1 $ r - 2 H-6122 JAMBS,OUTERFRAME PVC ATN p WINDOW SYSTEMS al� 3 H-6123 SILL,OUTERFRAME PVC ATN I r 1900 SW 44TH AVE. o OCALA,FLORIDA 34474 4 H-6130 TOP RAIL,UPPER SASH PVC ATN 0 WWW.CWS.CC 5 H-6131 BOTTOM RAIL,UPPER SASH PVC ATN 0 O 6 H-6132 SASH'SIDE RAIL,UPPER SASH PVC ATN 0 � ° 1ns" 7 16133 BOTTOM RAIL,LOWER SASH PVC ATN 41/16° 41/8" �t 6500 PVC 8 H-6134 SASH SIDE RAIL LOWER SASH PVC. ATN 1/16' CORNER WELD p� (ALL SIDES) DOUBLE HUNG 9 H-6135 TOP RAIL,LOWER SASH PVC ATN 0 I i:8 10 P-3028 SETTING BLOCK RUBBER FRANK LOWS (i2 Q 0 IMPACT 11 P-3515 #8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL 12 P-4146 #8X3/4,PHIL FLAT TEK. STEEL FASTENAL in in 13 P-5420' WEEP COVER NYLON M&M 14 P-5085 WSTP,.355 X333BULB VINYL AMESBURY PVC FRAME HEAD PVC FRAME JAMB o o 11- 15 P-5086. WSTP,.300 X 187BULB VINYL AMESBURY H-6121 H-6122 0 CO 0 16 P-3783 LOCKS INTERLOCK 17 P-3784 KEEPERS INTERLOCK _ 43116" w W m 18 P-5424 WSTP.,.500 X1.5"ADHESIVE BACK STRIP ULTRAFAB I 1n 19 P-5392.SASH TILT LATCH NYLON CALDWELL Co Z 21. P-5396 PIVOT BAR SS CALDWELL o Fn 22 P-5412 JAMB JACK STEEL MERCHANTS © �.-21/g^ 1 7/16' a Z w LT 24 P-3305 WSTP.,.270 X187 ULTRAFAB 'is, - CT) O 25 S-2001 INTERLOCK RAIL ALUM ASCEND Ell-i 1/16^ . i. © x z 0- 27 S-2003. REINF,BOT RAIL,UPPER SASH ALUM ASCEND 3 7/8" ❑ 17/16" 1/16" 1 1/2° 6 z U 28 S-2004 REINF,SIDE RAIL,LOWER SASH ALUM ASCEND 17�� I I S ,--,�I 1116" ❑ cc to 29 S-2005 REINF;TOP RAIL,LOWER SASH,&SIDE RAIL LOWER SAS ALUM ASCEND 0 i + LJ LJ Q o 30 S-2006 REINF,SASH TOP AND SIDE RAIL,UPPER SASH ALUM ASCEND 0 31 S-2010 REINF,BOTTOM RAIL,LOW ER.SASH ALUM ASCEND PVC TOP RAIL UPPER PVC BOT RAIL UPPER Co ¢ z 32 S-2027 REINF,SIDE RAIL,UPPER SASH ALUM ASCEND H-6130 H-6131 tttt��unirrrrr 33 S-6141 GLAZING BEAD PVC A� ' PVC FRAME SILL �� p.SOR�41, 2.,,, 34 S-6142 SASH STOP ..4:e.....•\GEryS' :P y 35 BALANCERS-CONSTANT FORCE RT CALDWELL H-6123 4.•JF''.,'1 ' 36 HOTMELT SILICONE TRUSEAL No 58201, /37: 37 GLASS SEE SHEET 2 ::*: * * 38 P-5425 WSTP,.200 X5/8"X5/8"DUST PLUG ULTRAFAB t 11/16" 39 P-3218 SCREEN FRAME ALUM FLA SCREEN -1 7/16" 2118' f 1 v2° X510• STATE OF .4.,� 40 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 0 O 0 •s:4,,S.P<O R‘0...;.\ 4. , 41 P-3228 SCREEN SPLINE DAPA i Jl6 i42' P-3029 SCREEN LIFTS SUMMIT 1 7/16" 1 ' 1 15/16" 1 15/16" 1/16" 43 P-3033 SCREEN SPRINGS FLA SCREEN I 1/16" L 1/16' (---] tns^ I D / Z +PVC SSR UPPER + 12/1/2015 H-6132 PVC BTM RAIL LOWER PVC SSR LOWER PVC TOP RAIL LOWER LUCAS A.TURNER,P.E. 11-6133 1-6134 H-6135 FL PE#58201 1239 JABARA AVE. 3/4° 15/16" t 5/16" 1 3116' 1 3/161 I 5116' NORTH PORT,FL 34288 1 3/16•-{ '1 1 I r PH.941-380-1574 } ® 9116" I s/16" I 9/16' 13/16• 062" 1 9 ® SHEET DESCRIPTION: 11/16° , 28 11/16" �. ® T I e 15/16' L 1 - L=093. .062' I BOM AND EXTRUSIONS INTERLOCK 093" 062° .062" .093" REINFORCEMENT REINFORCEMENT S-2001 S-2003 S-2004 REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT DRAWN BY: DATE: S-2005 S-2006 S-2027 S-2010 EMK 05/26/15 OWES: REV.: CWS-1069 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 20,23,26 1:2 3.OF5 Y w -- C� �®rte r4� 6"MAX.(TYP.) 4'MAX(TYP.) 8"MAX(TYP.) WINDOW SYSTEMS`I al 4— MIDPOINT 6"MAX(TYP.)— SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 1900 SW 44TH AVE. OCALA,FLORIDA 34474 • I T - / W W W.CW S.CC 6500 PVC X ' 8"MAX.(TYP.)— . X DOUBLE HUNG 141/2" IMPACT MAX.O.C. (TYP.) In r -LMTG RAIL _ --- �_—QMTG RAIL o o Q 4"(TYP)- ,I I 4"THRU FRAME I X�/ (TYP.) V 2 2 —INSTALLATION X W W m I I I ANCHORS(TYP.) U7 I u)J Z I INSTALLATION ANCHORS(TYP.) Nif w ,� - O o Z W h Es, O z FCC . ANCHOR LAYOUT-(FLANGE) x LL EL ANCHORLAYOUT-(FINj 6 z No SILL ANCHORS REQUIRED) (NOTE THRU FRAME ANCHORS) a. ¢ y W Q J 0 maO IIIII111PIl,, ,,,„NORE tv.'/,,,i `.NsP: o..................�,. ivV ' •0 - .. x No 58201 •70 *: * :*= -o• :I NOTES: V013% STATE OF ....,_4/L/. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. i��,��c``'”"O R 1OP G ,� 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 ��q.ONA.�?��, 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 5. 12/1/2015 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 MANUFACTURERS 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 5. PH.941-360-1574 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. 'ANCHOR SCHEDULE ANC INSTALLATIONS INTO HOLLOW CMU REQURE THE USE OF lX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"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. EMK 05/26/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. 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 1069 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA.300(EXTERIOR DOORS) SCALE` SHEET 1:25 40F5 s v MIN.EMBEDMENT SUBSTRATE CJa/((v //� ,'A SEETABCE 1' BY OTHERS— _ ___ __ (5L�N1C4lU/t TYPICAL HEAD ANCHORAGE 1/4"MAX.SHIMill SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS-.-e MIN.EDGE DIST. SEE TABLE 1 ' SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ' A )e 1/4"MAX.SHIM- 1 WW W.CWS.CC SEE TABLE 1 O MIN.EDGE DIST. { MIN.EMBEDMENT SEE TABLE 1 I �// SEE TABLE 1 is-17 6500 PVC PERIMETER SEALANT INSTALLATION ANCHOR I leili� �—'1 BY INSTALLER 0`I ' SEE TABLE I , `,� DOUBLE HUNG. INSIDE AND OUT MIN.EMBEDMENT SEALANT BEHIND ETZ—Iiii 11r SEE TABLE 1 IMPACT FLANGE BYINSTALLER ❑ �� W�D B g._a 1 PERIMETER SEALANT o 0 D PERIMETER SEALANT I BYINSTALLER o o O / BY INSTALLER I INSIDE AND OUT - INSIDE AND OUT S INSTALLATION ANCHOR INSTALLATION ANCHOR SEALANT BEHIND - SEE TABLE 1 w w 0 SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER co Z BO HORIZONTAL SECTION OC HORIZONTAL SECTION 0 o CT) 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 0 W •• W CONTINUOUS DBL 1/4"BEAD OF SEALANT N co O pirAROUND PERIMETER @ ALL INDICATED NOTE:ADDITIONAL THRU-FRAME ANCHORS N. _ ~a POINTS BETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.B/5)REQ'D AT MTG RAIL. Eo Li: IC BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. o ¢ 0 �■1� p W ti O SEALANT BEHIND 1!4"MAX.SHIM m Q Z FLANGE BY INSTALLER a 7� 71 ,``,�" O.REW,T��°, ,. PERIMETER SEALANT , r �- '/ s....\ 84'."-.0. :2001 �'�� BY INSTALLER v No :1� INSIDE AND OUT 1� SUBSTRATE BY OTHERS 4)) 1*' '*=:-61 CC:SEE TABLE I Oq VERTICALSECTIt '9'. STAO :��5 TYPICALSILLANORAGE , ONO SILL ANCHORS REQUIRED ' �S,<Cs•�.[OO ��`�� O❑ ��rss70Nl- ,`rrrrr O 7Z- ! 12/1/2015 TABLE 1:APPROVED INSTALLATION FASTENERS • LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRA A" F u_••Ivor MIUEMBNT IN.E1MEMEDGE DIST. O FL PE#58201 RNE •NGE CONCRETE(2.0-KSI MIN.) 3/16"11W TAPCON 1-1/2' 1-1/6' a PERIMETER SEALANT 1239 JABARA AVE. FLANGE • •n •• -•• - - . • .• .- - 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 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-3/4" 2.1/2" 5 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-3/8" 7/8° SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON 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 HILTI KWIK-FLEXOR MN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 05/26/15 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 8: 'REV.: FLANGE 1/8"ALUM.(6063-T¢MIN.)OR #10 GRADE 5SELF-TAPPING,/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1069 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. 1:2 5 OF 5 4