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HomeMy WebLinkAboutProduct Approval-Windows, horizontal slider (2) Florida Building Code Online 1 At 4.44;;= .P.:--r " t +:k'4» � Iikklax a u ',y `. e�.:.1 Yk4.1:441.'!;:. k 0 �. w �, SP n i *4.`'i"" r. tl i '3 1k 3�' � ,t �" �.:.�h� ti;t:*4-„in:,,,-,,,,,,,,,:r. ,..i_Ax,I.,,,o,&t....,,,,„ill:ft—, ,....'?�' ciy �. '� �p t�., v # gad �, �� 4° .111 �.� + s y'"z�F' :. 't �> ,ku k,v- "� i. a ,� - �d ,-_'-,,. s7 y ittottoroles`k° ,, �' c j‘,.';:-.-':!4.3. +"it , -r .i' A��gg �o �, ....,:f„,,,,,,,,7,,:,..„-,,,,,-.. fir ril' ... _ 'fi n .fae�.. '..,i�; s:,_b . itis :� �., a., ., ..,�%:. •° 5 .s�' 4. ra ... _ � " BCIS Home Log In User Registration i Hot Topics l Submit Surcharge 1 Stats&Facts Publications ( FBC Staff BCIS Site Map links Search Florida ' ad,Product Approval ,l USER:Public User a_=174 Product Approval Menu>Application Detail fl r#t4""u':!',,7,"7,,,--7 1 X4,0} 1 3 -,, , FL.# -. FL16736 R2 11 '0,, Application Type Revision �� ▪ ,a Code Version 2017 .6� r Application Status Approved •� :` Comments �� � � Archived . '„� � Product Manufacturer Custom Window Systems Inc. zf Address/Phone/Email 1900 SW 44th Avenue f ; % Vit,' , �,�< Ocala, FL 34474 is �.. . . (352)368-6922 Ext 245 , kpine@cws.cc 4' ' ' ''''''* ',..4,..,,,”,..k▪ -;i Authorized Signature Kevin Pine , kpine@cws.cc , � I ' s Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave �,,,.1 - ,'`,. Ocala, FL 34474 (352)368-6922 Ext 291 i jlathrop@cws.cc I s Quality Assurance Representative Arturo Monteverde „, • Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 ;-,..".;',"1-',,,,,� (352)368-6922 Ext 221 * " amonteverde@cws.cc Category Windows ' ‘ Subcategory Horizontal Slider 7. ' Compliance Method E . .tion Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received ",-,1;.."4k s; 1 t, • Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation port • Florida Lice PE-58201 Quality Assu�. •ce Entity Keystone Certifications,Inc. 0*a Quality Ass a Contract Expiration Date 07/21/2020 �,4 p�: r Validated B Steven M. Urich, PE `k ,, -1 0 Validation Checklist-Hardcopy Received ��� r-il g4 4,!, Certificate of P. 'pendence FL16736 R2 COI EvalReport871.C.pdf "A: t,� '" Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 " • ASTM E1886-05 . ,, 2005 https://tloridabuilding.org/pr/pr_app_dtLaspx7parem=wGEVXQwtDquBobl%2IIZm6TgpohIa6ontOd5HABpugYUIXIzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] ,Florida Building Code Online ,;•;k ASTM E1996-09 2009 PA/TAS 201/202/203 1994 „. Equivalence of Product Standards p `:' Certified By i 4 r� G�� ' Sections from the Code .t Am' i 4 k jtl ' g`c ,,Y: i. � y : Product Approval Method Method 1 Option D gc �+-i a Date Submitted 09/28/2017 • 7, *�:4 Date Validated 09/29/2017 es $ ,, Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 a f k 3": Summaryof Prodcts4 : :. - .,_. .___ __ ,,��._ ._____......,..„L.,...,,,,..._______„..—...:,—.....,_.b , ;;y7 _. .cf , FL# Model,Number or NameDesption, , ., 1t 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 ,xg'�',' i'"' '� Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 . '' �k I- mpact Resistant:Yes Created by Independent Third Party:Yes �, f ��r _ Design Pressure: +60/-60 Evaluation Reports ``:;e 'M ` ,o- ' O- ther: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.pdf a' t .; , 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. Fk ',,t -r - -.—. .� .- �.�...���, �.�.a� _ ,� ,�, 4 '16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. • ' �'�1 Limits of Used• Installation Instructions ,--.'1.=..'.-0,'''.4.,1,..44 .4',#1,, ,*Pi Approved for use'in HVHZ:Yes FL16736 R2 II CWS-869C.pdf '' Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 r's t* Impact Resistant:Yes Created by Independent Third Party:,Yes .Design Pressure:•+60/=60 '• .! Evaluation Reports , '.,';'4., c y` , t�: Other: Large Missile, 111"x 63", DP.+/-60 psf. Outer lite in FL16736 R2 AE EvalReport869C.odf 1,k : I.G.. must be safety when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes ,y *4 R Glass complies to ASTM E1300-04-. ` • °.°- ` Contact Us••2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 7007-2013 State of Florida.••Privacy Statement••Accessibility Statement••Refund_Statement s144 r ,i 2s, 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 ': & f t , 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 x i ; 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 emaiis provided may,be used for official communication with the licensee.However email addresses arepublic record.If you do not wish to supply a personal • i, q�„• a 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. . • s '• s Product Approval Accepts: .Y 3' 3 nit 1 , - rte. ° f 4:,IAII X110 "-" Credit Card . i t-3 Safe. .5ecurityMETRIc.Sr,, • e3. • https://floridabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIXIzzFJrTCXA%3d%3d[1/7/2018 11:05:25 AM] 1 s ugNER17 1239 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+/-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. 14-0916.111 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 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 fmancial interest in any other entity involved in the testing or approval process of this product. tt * oREW jiff s --,:" No 582031 : 9/07/2017 LI *y, * =* Lucas A. Turner, P.E. t yV♦ : s STATE OF ;tu.. FL PE #58201 i` • GENERAL NOTES:-- - - C^ i011g���� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS L '� 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) 8200 PVC 3.CONFIGURATIONS:"OX","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 - INFILTRATION TEST PRESSURE AND GLASS TABLES Q o w O 49 15/16' - -- 24 5/8" ~ w w O Q 2 W ASTM E-1300-04e01/09. Z w_I 0 GLASS DLO GLASS DLO W Q }O m 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED __ _ __ A __ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z= ¢~w o_ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F O el) =OF _ 1 ( ANCHOR CALCULATIONS. Z ai Z Z~j a ---- -- -- f'-I -- Z 000- DUCD 64 1/4" I 1 I I 71 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a Z LL p C"-z MAXRALL V I I I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT } M g O H-10_F- OVERALFLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < D: } ZO� HEIGHT B B FMUST BE LYING DEBRIS. Fe PRIOR TO EXPOSURE TO HURRICANE WINDS AND a Z=a m 0 w cc MAX 7.ALL.FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT CC 1~ w W UNIT i X GLASS 6" O I I X I 561/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. n ~ d a HEIGHT DLO I D I D GLADOSS 8.SERIES/MODEL DESIGNATION HS-8200. ,�,y'P1jOREW,TVe,, 59 9/16" 1 0 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: •jp'T:.LC E►J S•F•.•12r MAX 1 e X=OPERABLE SASH,0=FIXED SASH • No 58201 •I1 SASH 1 - HEIGHT I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -*• * - I I 0 LOCATION. ±9; STATE OF ."[t! C I -O.. '�,_ .1____/ _�, ' �� 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. ��c4,-.4 O a 1pP�"'�•� 2715/16" O C A •y��'S�Q�IA tflii1(�`S•O.• MAX SASH WIDTH 6 e7- 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. - NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: • GENERAL NOTES AND • TABLE OF CONTENTS • ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 GLAZING DETAILS 2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG P: REV.: EXTRUSIONS&B.O.M 4 ANCHOR SCHEDULE&NOTES 5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-869 C INSTALLATION DETAILS 6 SCALE: SHEET 1:20 1 OF 6 r • . agegb11.118.Vjor WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8200 PVC 7/8"OVERALL HORZ.SLIDER 3/16"ANNEALED OR TEMPERED IMPACT 7/8"OVERALL1111 1/4"AIR SPACE 1/8"ANNEALED OR TEMPERED Q Z• Q Z 7116'LAMI - rr 3/B"AIR SPACE Z W w 00 1/)_..w00 O arz 3116"ANNEALED 5/16"LAMI O Q CD }OCE m r .090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED Z Z= W 0 0 O OFO0 =F0C 3116"ANNEALED .090 DUPONT PVB INTERLAYER 0 Z-Ca Z Z H-0 D. Z OC7OW 70- 1/8"ANNEALED < Z Z O W U QUANEX DURASEAL GD PURFECT GLAZE"H" Y Q?� I2il =O? IG SPACER SIKAFLEX 552 PI. Q IF �-ZOUANEX DURASEAL w OOwy _i O _ PURFECT GLAZE"H' W w rn Iii IG SPACER H SIKAFLEX 552 c71-<1: — D O11 „ 1/2'GLASS BITE r O w F 25 W= i c o F a CC�a 0 . 30 e fi al t FLii a,C] 1!2'GLASS BITE �•4..,14,10REW��,h, tir . ;GQ" E N gF.%l ap U / t No 58201 '�A r. • • O _ Ill_ ■ _O o STATE OF :��� .,..,ONa'sNO 1` . . 1:Fir-------k_21- GLASS TYPE B SASH GLASS GLASS TYPE A .... 7--- FIXED GLASS 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 -- — 1239 JABARA AVE. - - _-_ NORTH-PORT,-FL 34288 PH.941-380-1574 SHEET DESCRIPTION: • GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWG 8: REV.: • h SETTING BLOCKS PER FBC 2411.3.3.11 CWS-869 C • . SCALE: SHEET 1:1 2 OF 6 -- --- --- - _ INTERIOR seem C esm - WINDOW SYSTEMS [ �� 1900 SW 44TH AVE. ® ® m '■� OCALA,FLORIDA34474 _ W W W.CW S.CC AIS IA r _..... - + a ............. 1.101, I� 'Ifni. -- , ` ■ . ►.N-j I m _ M .t 8200 PVC �� _ rA r !–_. -� ,` HORZ.SLID ..� ` i 1:., .r. ER I� i I ,I ,I IMPACT o a a • 1 • , Z WI WOO 0 CD 0 0III 000 I�/ 0 0 0 SECTION VIEW D-D o ¢lbjw yO!!mJAMB ROTARY LOCKSut- zF _00 < 1OJAMB ROTARY LOCKS: OUF-zar-u�a-MAYBE SUBSTITUTED FOR JAMBo zj-z O'ISECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. ¢ O z O LL v 0 I;�O -REQUIRED ON FIN UNITS. Y < WO W O 2 O z 1111 j,, m w Z�.00.mH . _li���i m cc _i- cc CM a C ILC?n 0 0 OREw ,i OD 0 ...,VPy P OEh+gFG�QA�O� L HEAD IMPACTHOOK(TYP.) �v.� No 58201 'Pr. MIDSPAN OF SASHES * (ITEMS 44&46) • •.4: 1 Z_ 49: STATE OF .•iu: 'y�c�`.F10 R 10 P://Liz? INTERIOR ��'4S/ONA�+ ?O�` I ' r I 1 ( JAMBLOCATED IMPACTAT THIRD HOOKS(ITEM POINTS.42) y OR ROTARY LOCKS(ITEM 23) `� 'I 0 1 v I 9/22/2017 m r— /, f.F1N. �� IC- I NOTES: IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. r I, MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 �I I �L �I e` II �� I f�.� -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. O �� ��' , 0 ■=I y JAMBS OF FIN UNITS. - -- - - -- =NORTH-P_ORT,.FL 34288 (1-4, ItPH.941-380-1574 �' SHEET DESCRIPTION: _ tl .0 _1I tl+o � 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 ALTERNATE FIN FRAME SCALE: SHEET 1:2 3OF6 PARTS LIST - - 31/8^ - -- — -CORNER.CONSTRUCTION_ J{�3(/�/J ITEM PART# DESCRIPTION VENDOR MATERIAL 3 1/8" 1 I 3 1/8" I � •0 - - 1 H-6049 Main Frame,SI-VHS,Flange,PVC Mikron PVC1 imp WINDOW SYSTEMS 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum ff/ © i 1900 SW 44TH AVE. �� OCALA,FLORIDA 34474 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 5 P-0638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel 2 11/16" I N 1/16. 3 9116" 1116" 1 8, J 1/16' W W W.CWS.CC 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone �T.i7r I w �O L CORNER WELD 7 S-1776 Roller Track Keymark Alum 411 (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC u 1---1' I 118^ 1 8 HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT PVC FRAME FIN-6048 10 P-4479 Weep Cover w/Flap M&M Nylon Q 11 S-6064 Glazing Bead Mikron PVC 1 15!16" 1 311s'— 0 a z <z8 12 H-6050 Sash Meeting Rail,PVC Mikron PVC rI'-23/16" 23116 \ 'i; F p w O w p p 13 H-6051 Sash Pull Rail,PVC Mikron PVC I eta .74co5.>-OCCEO 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC I �, LL w z _ 1 5/8' 1 5/8" 1 5/8' I-I 1 5/16" Z Z= Q w 0 O 15 H-1497 Reinf.Sash Meet.Rall Keymark Alum � I L I JQ 1/ts^ © III O Or i-LjQ=F+ 1/16" 1/16^ + 11 '�p 1/16' y Z O y I-.Z n•W O D- 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum I Z z0-j-cri?j U to 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 FIXED MEETING RAIL Q p Z 0 2 O O,Z 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Go Ultrafab -0 3/16" SCREWED TOGETHER WITH ce M O r F I=-Z- co 19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME H O 0 i-r D O w LL wcc fnO_wI- 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a Z m 0- o O m 21 P4069 Keeper,Impact,PVC Interlock 5/8• I I 314" M =F X W W u}i 22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6" ..I } a F- D_ c[ D_ 23 P-4958 Rotary Lock Interlock 1 5116' 1" �L' 15 f �/�� © ',N`rrt,r,+„ 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 7/8" T� /1 =-1116° 151116' —1 1/1 s• ,`s PtyOREW 7�.0:, 25 P-4952 Keeper,Rotary Lock Interlock I I + 1/16^ SASH MTG.RAIL-1497 Lam( • `GPS-Y\GENS.".%.c0% •.;Qq�. 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 s...: ��= HEAD IMPACT HOOK-1999 ?�; No SBZDi '•'S1 27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel 3/4" I 7/16" 1 1/4" *C * * 0 3116' 3/16' 28 GLASS SEE SHEET2 CARDINAL GLASS I I IT=-, .'9 STATE OF :"W� 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O I 1 0o I 1116 ��� O '-". O R t OF ...,44::: �2' 30 P-3028 Set.81k.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber 6" -.I I5/8. S.B.R./S.S.R.-1498 1/16" '4 Ss• ••...r,•4 ,S� 31 P-3218 Screen Frame Allmetal RollFonn I Tr 1 © 4 !O ,,,k4,-v I4— ROLLER TRACK ��+7lrrlrrtits� 32 P-4754 Screen Corner Key Allmetal Nylon 5/8" 1/16" 1/4" 33 P-755 Screen Corner Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 r I.7/8°-i 34 P-3029 Screen Pull tab Summit 7/8"I I 35 P-3033 Screen Spring Fla.Spring SS { p 3/16' 1— 9/16 F7 36 P-3228 Screen Spline Dapa 01 1 f PVCGLAZEBEAD-6064 L 1/16" 9/22/2017 37 P4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. - 40 P-3113 Screw Support,PVC Team Plastics Rubber I 6. I 1/2',L 1 118'1 FL PE#58201 41 P-3752 CpPlug1/2"Hole__ - M&M Nylon 15/16" 3/8" 15/16' 1239 JABARA AVE. T Q _ NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 1/16 �{r� PH.941-380-1574 7/8" 1/16" 43 S-1112 Reinforcement,Head,Jamb Keymark Alum + . 1/16" PVC SCREEN CATCH-6013SHEET DESCRIPTION: I 44 S-2000 Impact Channel,Sash Keymark AlumPVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X5/8 Ph FH TEK,Znc,Painted Ajax Steel 1 1/8^ 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16'11 3^ I I -{-1/2I 5/16' ^ O 47 H-6048 Main Frame,SH/HS,'Fin,PVC Mikron PVC 7� =11 (ID -f— DRAWN DATE: 1/16" TEE F 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC i SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG 5: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C 50 P4730 #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 • ____ __ __ -_ - Corm • ' WINDOW SYSTEMS Al 3"(TMP.) 1900 SW 44TH AVE.6"MAX.(TYP.)__Ti 3'(TYP.) •16_ 4" SEE NOTE 2 4' .(TMMAXP.)-�{ I 6'MAO.C.(TYP.) OCALA,FLORIDA 34474 WW W,CWS.CC MAX.O.C. ! 4'MAX. I 6'MAX(TYP.) - (ryp,) lal . r --7.----—— INSTAOR(TYP.LLATION) � ' I 82UU PVC ANCHHORZ.SLIDER I; I I 8" `li {I I I 11 1 MAX.) ac. i, I1, IMPACT 17" MAX.O.C. I Q ? Q Z RSP') O X X 2 woo w w zOz 1 I O a�jm I I� 4 Z Z2�i>1011-6-4.91501-X1 O I QU QU y d1 Yr �. I - i Z �2-(13F UUQ— -- _ — __- L_- I -- _--- - - -- -_ _ - , re �goFFzz '4 OCC C3 I ANCHOR LAYOUT-(FIN) w tz N o w w w ANCHOR LAYOUT-(FLANGE) - a -=a 0-10)1- ANCHOR O-v~) cc =~ wD: w(0 a I- o_ - n. �,.0*s r:04.ORE.14, iii W 4*v...OENSFG43 v: No 58201 ' *: f Y rs �r -�-y - __ - —__s( Yrs--, MIN.EMBEDMENT ((////��--''pp��JJ//JJ((((VV�7�{////J���yy�� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��-/L41{A�JL4lU/L/ULY•elBY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. FSUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS r ' 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 1www.cws cR SEE TABLE 1 - "' MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 �' ' -- A400 8200 PVC BY INSTALLER I' j INSTALLATION ANCHOR -. I INSIDE AND OUT `Ii SEE TABLE 1 ' MIN.EMBEDMENT HORZ.SLIDER SEALANT BEHIND Ir0 +;'�INI ./pi �� ' SEE TABLET IMPACT FLANGE BY INSTALLER —1/4'MAX.SHIM �I _ . z a - -�I^g �� PERIMETER SEALANT 3 Z W W 0 a W g W PERIMETER SEALANT BY INSTALLER W Z 0 Z D_.-�CL.--t INSTALLER . !-- INSIDE AND OUT .,) 0 .,LT W Z O W>y= INSIDE AND OUT INSTALLATION ANCHORS Z Z 2 2<reW O O SEALANT BEHIND SEE TABLE 1 - 0 0 I-0 U Qa i H ry INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND co Z -.D a co SEE TABLE 1 FIN BY INSTALLER -( Z z(7 0(a-- c-)- 0 j-- U- Og HORIZONTAL SECTION • CO HORIZONTAL SECTION ,( Q H g LL ZO O a Z 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE ce 2 O F F-fi..0- HEAD AND SILL SIMILAR FOR FIN INSTALLATION H Q 0 } O W u-fnW(O0Wf/)W Q. O Zia 20 !!) I o WI-0 w2,u}i _ 114•MAX.SHIM a 1- a r a SEALANT BEHIND r7' �����ilii FLANGE BY INSTALLER rr�T0j—�c7 �S,,+`PNOREW', �� y PERIMETER SEALANT 11111/ yMIN.EMBEDMENT ...,. ~ "-�".1 Y BY INSTALLER SEE TABLET v� No 58201 :'P r. INSIDE AND OUT k• * %*C :a: SUBSTRATE BY OTHERS K:••/STATE OP••.��il` SEE TABLE 1 -.,�' �i F •e O R 1�.• ��Q� SEE TABLEDIST. -- i�1,4.JONA.% .. OVERTICAL SECTION 6 TYPICAL SILL ANCHORAGEE. , .....„-------- _;l / x_ TABLE 1:APPROVED INSTALLATION FASTENERS 1 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMB ENT MIN.EDGE DIST. .��_ LUCAS A.TURNER,P.E. __ FLANGE CONCRETE(2.0 KSI MN.) 3/16"ETW TAPCON 112" 1-1/8" \ FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"[TW TAPCON 1" 2" BY INSTALLER - - - -- - --- ---NORTH PORT,FL 34288 INSIDE AND OUT FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" PH.941-380-1574 p 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) 3/16" W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION . MN 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, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX ORITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE 7/16" TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6