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HomeMy WebLinkAboutProduct Approval (2) Property Address: .10310 S Ocean Dr 410 Jensen Beach, FL 34957 170 Wind Zone Exposure C Mean Roof Height<35 feet Window Zone 4 required for 10 square foot opening + 45.21-49.0 Vasd Door Zone 5 required for 50+ square foot opening + 40.5 /-51.0 Vasd Item # Product Size Quantity FL# Zone DP 1- CWS 8200 69.75 x 60.50 1 16736.1 4 60 2- CWS 8800 104.875 x 78.75 1 20838.2 5 80 3- CWS 8800 137.125 x 77.875 1 20838.2 5 80 4- CWS 8200 107.75 x 60.125 1 16736.2 4 60 5- CWS 8100 25.25 x 36.375 1 16177.1 4 70 6- CWS 8100 45.75 x 36.50 1 16177.1 4 70 Replace 4 Windows and 2 Sliding Glass Doors, Size For Size. Please see attached footprint for exact product locations within the structure. REVIEWED FOR 'CODE COMPLIANCE ST. LUCIE COUNTY BOCC File, COP'ov T _ i ".",�'+"�".ta ` ' rF*'bri,r 'ts. `k `^ 'r v1y,i"".`„SYi -.r^RR. h .`.rte e..-'• �. �� 4, °N.f ref. '. ''.!. �•e."ib .'* i ; ' .•. Lam?.,; „ ;." ;, 115 1� S,��,e,>•.'a„ry^s�s n:..}x��".€rY.�a.,?,m, � N( '� '�.r�.,�}�..x „i . a a;' � � x "xt t 'ii z. 'fin ' .rAt l —zy .. r1 .-` ;'^ '� "1 s ^r' 3`s.a s'✓' s 'i �" ' r Vy� 5•,}�,r�vF�r��,��, v `� �'•^�.a' ��+ ��„�r�,�a a1 10,0190 •eh. a tx t'` d ,� 4..'x � s<.' �r � "ra-� ��,z z=r1 .._.�s' ,�„�,_,_.*s?_t�,�, - ,.- ,. BCIS Home , Log In User Registration i Hot Topics Submit Surcharge Stats&Facts - Publications Contact Us BCIS Site Map Links Search Flollda }Product Approval pr USER:Public User Vn`; Product Approval Menu>Product or Application Search>Application List>Application Detall X 911,11 w ,� a f' FL20838-R2 a - H,"� FL# �" Application Type Affirmation e Code Version 2017 Application Status Approved }via CVs Comments nf� I .A Hxr Archived �� s 14 u t q Custom Window Systems Inc. #9 Product Manufacturer N. W5 Address/Phone/Email 1900 SW 44th Avenue , � , ,,. Ocala, FL 34474 t e iiaw € (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine 3YF,Ad 4 3� 7 keine@cws.cc r ' r A-1 Technical Representative Stephen Brooks Address/Phone/Email v � � 1900 SW 44th Avenue r Ocala, FL 34474 (352)368-6922 Ext 255 rt?rte,��ryI*����•�� sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Oxy # Ocala, FL 34474 (352) 368-6922 Ext 291 , N jlathrop@cws.cc Category Exterior Doors g� Subcategory Sliding Exterior Door Assemblies91 Ile Compliance Method Certification Mark or Listing 06 ��� 3 Certification Agency Keystone Certifications,Inc. t� ' Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received yrs Y ° r Referenced Standard and Year(of Standard) Standard Year U aC Yt2'�yFX,,'xj 'C''pxL.4'3 AAMA/WDMA/CSA 101/I.S.2/A440 2011 rs �f i .j ASTM E 1886 2005 ASTM E 1996 2009 Ti TAS 201/202/203 1994 rx z Equivalence of Product Standards Certified By `w ” V'K I affirm that there are no changes in the new Florida Building ON a Code which affect my product(s)and my product(s)are in ,,0" f Y43icompliance with the new Florida Building Code. 7 j �f Documentation from approved Evaluation or Validation Entity Yes No N/A +� FL20838 R2 COC 6thEdFBC-FL20838.pd Product Approval Method Method 1 Option A n (saw Date Submitted 08/09/2017 s[ �f Date Validated 08/09/2017 Date Pending FBC Approval 08/15/2017 Date Approved I Summa of Product -. _ Model,Number or Narl- meDescription aw 20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8'Panels came `fix irk#g�E Limits of Use Certification Agency Certificate �� << s Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.pdf £x , � Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.pdf Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.pdf Other:Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.pdf `* a reinforcement,standard sill riser,and annealed laminated glass FL20838 R2 C CAC 138-570CAR.pOf zr" to+/-DP50. Design pressure+/-65 with light reinforcement, Quality Assurance Contract Expiration Date standard sill riser,&heat strengthened laminated glass. 04/18/2020 �� ;• I Installation.Instructions '��xr� �: FL20838 R2 II CWS-1150-Rl.p�f ` Verified By: Lucas Turner FL PE 58201 a by Independent Third Party:Yes Evaluation Reports R FL20838 R2 AE EvalReDort1150-111.pd Created by Independent Third Party:Yes 20838 2 b 8800.` "Sliding'Glass'Door 8800 Series.-5'X 8'Panels ��A x�� Limit Certification Agency Certificate pproved for use In HVHZ:Yes FL20838 R2:C CAC 138 1601CAR.pdf. Approved.for use outside HVHZ:Yes FL20838 R2 C"CAC 138-1602CAR pdf impact Rislittantes, FL20838 R2 C.CAC 138-571CAR Ddf De§i n Pressure +80/-80 Quality Assurance Contract Expiration Date Other•Im act vin'I sliding lass:door with heavy 04/22J2020 '. P y., . 9 9 "Y reinforcement and high sill riser to t/-DP80. InstaliatiorrInstructions } FL20838 R2 II CWS-1151-Rl.odf 2 tt {Baa Verified By.-Lucas Turner FL PE;58201, >a}' Created by Independent Third Party:Yes Evaluation R - e orfs �-,- FL20838 R2 AE-EvalReoort1151-Ri.6 f,. ' Created by Independent Third Party:Yes' "z t 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels { tBall, Limits of Use Certification Agency Certificate •+t � ' Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.pdf T � Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.pdf Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other:Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to+/-DP65. Installation Instructions FL20838 R2 II CWS-1152-R1.pd i < Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party:Yes 01 I � � * Evaluation Reports t �t FL20838 R2 AE EvalReport1152-Ri.pdf Created by Independent Third Party:Yes �fi!*k'�AaE.Pf7k�{1`Xfi'^"Y4.s 5 � s Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 0 ?'s-ixe 1 The Slate of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund statement x�Y' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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), ve October 1,2012,licensees apter 455,F.S.must provide the Department with an email address if hey have one.The gw_ v provided may eaused ifor official communication with licensed the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. tr . � „ Product Approval Accepts: eChek M s Gfedlt Gard Safe Ow w MRS � � GENERAL NOTES: SLIDING GLASS DOOR - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS 1��( /Jif MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW,CWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 8800 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) SLIDING GLASS 233 4 PANEL WIDTH' 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT POCKET LIMITED TO: 60;6• A -XO-, O)("1"XX".•oxo",•XXx","OXXO-,"XXXX-, MAX PANEL WIDTH "PX","PXX","PXXX•,"PXXXX","PXXP","PXXXXP-,-PXXXXXXP-, A F "PXX)UUOOOCP" 2 TRACK,3 TRACK,4 TRACK 4.DESIGN PRESSURE RATING: Co -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE 52 j�" u I AND GLASS TABLES ASTM E-1300-04. GLASS DLO fl -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, Z 96" II WATER INFILTRATION TEST PRESSURE AND GLASS TABLES O MAXUNIT' B II C B ASTM E-1300-04. UNIT 11 HEIGHT 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEENof yeX X G X X USEDIN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 MAX. IpFORANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6PANEL II 12 WAS USE F D ANCHOR CALCU HEIGHT 64}�" 12 6 REODCT APPROVED FOR IMPACT USE. SHUTTERS ARE NGLASS DLO II "lpuubq'� a II = I TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED �.���PNOREW T1 TOGETHER. 1 P 0,9 G -,\�Nil! CENSF•,�yR`: 8.SERIES/MODEL DESIGNATION SGD-8800. �;• No 58201 ?� 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 7¢= A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP STATE OF :4WD 12 12 11 10 TIO CALLOUTS APPLY TO ALL CONFIGURATIONS INA SIMILAR Mips", 11. 11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. -1 11/21/2016 Lucas A. LUCAS A.TURNER,P.E. Turner FL PE#58201 1239 JABARA AVE. 2016-11-21 NORTH PORT,FL 34288 10:37+19:00 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND GENERAL NOTES&ELEVATIONS....1 ELEVATIONS SECTION VIEWS................................2 BOM&GLAZING DETAIL....................3 DESIGN PRESSURE DRAWN L /16/16 DATE: 05 EXTRUSIONS...................................4-5 MAX.PANEL SIZE BLZ IMPACT RATING RATING TRACKWIDTHS..................................6 DWG a: REV.: ANCHOR SCHEDULE&NOTES........7 60-15/16"x 93-3/8" +/-80 PSF LARGE MISSILE CWS-1151 1 ANCHOR PATTERNS......................8-9 INSTALLATION DETAILS.............IG-11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE: SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 6 41 28 11 40 Q§0mis 35 14 WINDOW systEms 37 1900 SW 44TH AVE.12 OCALA.FLORIDA 34474 -1 -6-0136 wWw.CWS.CC 39 r4-2-81 F14 10 29 56 23 8800 PVC 37 14 Q SLIDING GLASS DOOR-IMPACT 30 36 El0 co 19,20,21,58 33 16 12 ❑ m 37 0 co 36 LL SECTION VIEW B-B 6 z 13 0 39 Lu 68 () ;k > < 0 w (L P w 0 0 (o (L 6 am <a w .12 54,55 Z 36 10 13 No RE vv 69 E No 58201 -P S 0 STATE OF 22 36 FIXED PANEL ATTACHMENT 36 17 11/21/2016 32 18 LUCAS A.TURNER,P.E. FL PE#58201 23 1239 JABARA AVE. NORTH PORT,FL 34288 PH 941-380-1574 " -'674 ..E.T F.�14P—T*18to 67 E I Er—J,D 0 w8joo 27 EVOH--luall SECTION VIEWS ALTERNATE SILL RISER VIEW ALTERNATE SILL RISER VIEW DRAWN BY: DATE. SECTION ON VIEW A-A LIMITED TO+65 BLZ 05/16/16 NO SILL RISER LIMITED TO+80 NOTES: DWG#., REV.: ITEMS NOT SHOWN FOR CLARITY: 1 INSTALLATION WIND SILL RISER ALLOWED TO THE FULL DPIS INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE CWS-1151 1 20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. TC-A!E—' SHEET 1:3 2 OF 11 PARTS UST PARTS LIST ITEM PART# IDESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS I SEE THIS SHEET 51 5-2058 Screen,3-Track Sill Ke mark Aluminum WINDOW SYSTEMS 2 H•6161 2-Track Sill Vision PVC 52 5-2059 Screen Sna Goter Ke mark Aluminum 1900 SW 44TH AVE. 3 676163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Aluminum OCALA,FLORIDA 34474 4 F16165 4TrackSill Vision PVC54 P-5477 Block,Ant-lift Lawrence Nylon WWW.CWS.CC 5 K6160 2-Track HeadtJamb Vision PVC 55 P-5559 Screw,#14 x 4"PH PN SMS Fastenal Steel 6 H-6162 137Track Head/Jamb Vision I PVC 56 P-4269 I Screw,#8 x 1"PH PN Tek Fastenal Steel ` 8800 PVC 7 86164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.6"PH FL Tek Fastenat Steel 8 S-2064 I Roller Track Insert Ke mark Aluminum 58 P-4962 Screw,#8 x 3"PH FL Tek Fastenal Steel 25 SLIDING GLASS 9 5-6171 Coder,Sill Track Vision PVC 59 P-5565 Screw,912 x 1 1/2"PH PN SMS Fastenal Steed FRAME CORNERS DOOR-IMPACT 10 S-6169 Cotler,Interlock Vision PVC 60 P-5566 Screw,#12 x 21/7'PH PN SMS Fastenal Steel MECHANICALLY FASTENED 11 5-6172 Coder,F)¢ernal ReinforcementIP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 w 12 5-6175 Track Filler,Frame Vision PVC 62 P-4291 Paned Stop Housing M&M Nylon � 13 6.6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x0.531"x 1" Lanatek 14 676168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,Frame Assembly,2-Track Lamatek Butyl d 15 H-6167 AstragaS Vision PVC 65 P-5493 Gasket,Frarne Assemb ,3-Track Lamatek 8 I 16 H 6170 Glazin Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assemb 4-Track Lamrafek ButylM in 17 H-2060 Sill Riser,2.876' Ke'mark Aluminum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" Ultrafab 2 z 18 672062 Silt Riser,4.062' K mark Aluminum 68 P-4366 Dust Plug,V x 3"x V Uhrafab z O 19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum 69 Screen,Spline Team Plastics Rubber a 20 P-5558 Support Channel,Bat Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth 4 Q w 21 P-5511 Cotler,Panel Guide,Interlock Lawrence on 71 Duraseal IGSpacer QuanexAlurrYe I a af 22 P-5516 Bracket,Fixed Panel Bear's Metal Aluminum PANEL CORNERS W a. THERMAL WELD 23 P-3300 Wts .,0.280"xO.187"Back,Fn,Black Ultrafab V8Ww 24 P-3438 Backbeddin ,Purfect Glaze"H'Hot Melt HenkeVSika Silicone x o 25 P-3514 Screw,#10 x 2"Ph Comb Hol Fastenal Steel 26 P-3587 Screw,#8 x V PH FL TEK-Roller AsmdMortise Lock Fasten! Steeli ovERALL d ,3� T z 27 P-3752 Hole Plug,0.500"Dia. Progress Plastics Ion i5'TEMPERED `,0"IS1RF zee" 28 P-3789 Handle Set with Thumb Turn Amesburyor Roto P 7 �,, 29 P-3792 Kee r AmesburyB'AIRSPACE `dcii, E NS��;Q24r 30 P-3793 Multi-Point Mortise Look Amesbury ���HEAT STRENGTHENED ~ 'g' i v: No 58201 -P 31 P-4250 IScrew,#10 x 2.5"PH PN SMS-Keeper Fastenal Steel J-LAMINATED " 32 P-5287 ITandem Roller Assy,2.125"Dia Wheel Amesbury 33 P-5438 ISetfing Blocks,0.090"x 0.875"x 1.5" Franke Late Rubber .090 SGP INTERLAYER P STATE OF :'UJ 35 11.2068 1 Reinforcement,Astragal Ke mrark Aluminum r01;65".4 OR tgP� 37 672111 Reinforcement,FD,5 Reinforcement, rtelrlock is KAluminum mark �HEAT STRENGTHENED r��hsrQNA 38 S-2071 Reinforcement,Eadernal,Interlock Ke mark Aluminum , 39 S-2069 Frame Insert,Installation Anchors Ke mark Atuminum 16 40 672463 P-Ho11/21/2016ak Ke mark Aluminum 33 8 GLASS BITE LUCAS A.TURNER,P.E. 41 672065 P•Hook Adaptor Ke mark Aluminum --�- FL PE#58201 42 S-2048 Screen,Astra al Ke mark Aturrinum 43 S-2050 I Screen,1-Track Head Ke mark I AlumPURFECT 1239 JABARA AVE.inum 7S 2a GLAZE H NORTH PORT,FL 34288 44 ff Screen,1-Track Jamb Ke mark Aluminum PH.941-380-1574 45 Screen,1-Track Silt Ke mark Aluminum SHEETDESCRIPTION: 46 Screen,2-Track Head Ke mark Aluminum 13 BOM AND GLAZING 47 5-2054 Screen,2-Track Jamb Keymark Aluminum DETAIL 48 S-2055 Screen,2-Track Sill Ke mark Aluminum {7 [7 DRAWN BY. GATE 49 S 2056 Screen,3-Track Head Ke mlark Aluminum IU/ tUI BLZ 05/16/16 50 5 2457 Screen,3-Track Jamb K mark Aluminum Two M CWS-1151 1 SCALE: SHEET 1:2 30Fii -54 ' Z 40 9" 8^r 16 ��fIYI.YALLVW/u[/U' 9 2 13 15 I 17 WINDOW SYSTEMS Il�/I�II�JJ 1900 SW 44TH AVE. Ll 116^ Q O q^ OCALA,FLORIDA 34474 0 32 W W W.CWS.CC �D❑❑❑0❑❑❑D 4 16 . 28 s. 2-Track Sill-6161 8800 PVC 416" 2" 48 415' 6' ,sUL SLIDING GLASS 0 0 3 1 DOOR-IMPACT N� � Sill Riser-2060--rH" 1L. ❑❑0❑❑❑0❑❑❑0❑ 3. �❑1 6063-T6 w m il- �0❑ C—]o Sill Riser-2062 3 Track Sill-6163 Panel Head/Sill/Stlle-6166 6063-T6 ❑ Astragal-6167 P-Hook-2063 105. 6063-T6 m m U) 0 AdHj_� 9 43238 " Z13. 11 OD a❑❑❑D� 32 �. j 2 ^ I UZW0❑❑ 0 ❑0 O 16 2' =JJ1- 0.100•i 39 ¢a p 4-Track Sill-6165 0 a Reinf.,Ext-Interlock Reinf.,Frame-2069 ❑ -2071 6063-T6 p 0, aoo II " 41 6005-T6 14 2,j- 2k ¢ o r P-Hook Adaptor-2065 �" O 5 Lock Stile-2086 6063-T6 1 8 Z 1 36 `"p'uutrgry4 1 6. 16 0❑❑❑0❑❑❑�8 2 2-Track Head/Jamb-6160 " LLI Cover,EReinf.&Hookstrip-6172 � 10 I ; STATE OF 8 " �9 Cover,Interlock-6169 Reinf.,Lock Stile-1775 6005-T6 ��c�s•�0RIQ:'�j��J 6 �" �rrrrS�ONA� N���, 16 37 1s3. �9, 0❑❑❑0❑❑❑ ❑ 0 ❑❑OB 32 " i—+ IrSLrad 2 " 35 1 XZ- u 11/21/2016 3-Track Head/Jamb-6162 9 oiler Track Insert-2064 LUCAS A.TURNER,P.E. Cover,Sill Track-6171 6063-TS FL PE#58201 10 1" 1239 JABARA AVE. 7 " " 2 jr NORTH PORT,FL 34288 !�9ijOBIE= 16 " }" 16 3 " PH.941-380-1574 O � � SHEET DESCRIPTION: 0❑❑❑0❑❑❑0❑❑❑oB EXTRUSIONS 1g" Reinf.,HD Interlock-2111 6005-T6 DRAWN BV: DATE: 4-Track Head/Jamb-6164 BLZ 05/16/16 12 IG Glazing Bead-6170 Reinf,Astragal-2068 DWG#: REV.: Track Filler-6175 6005-T6 CWS-1151 1 SCALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 4 OF 11 45 -{----� 43 12w I Bw WINDOW��(/j�l'-`7j ]6 V== 1_. ( 1900 SW 44TH AVE. Imo/I Is t�]�-��E :' 14 � OCALA,FLORIDA 34474 L•--- 18" WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 O O O 516 8800 PVC I I---`s -lae( T_ 4&' 46 I SLIDING GLASS ���- 22 1I DOOR-IMPACT 16 Di Screen,2-Track Sill-2055 t5 Bracket,Fixed Panel 3. Screen,2-Track Head-'2053 P-551600 LO m i6 —, 116F1 F-T-1 Z O 16 1 J It +n Screen,3-Track Sill-2058 18 v x w 54 Screen,3-Track Head-2056 � a O F- in 4 W K �4 —{ F 1s 2 - I lil fll ( III( 111 Y ( I Ii�1- Q w 1j. 52 a 6 p it 16 111 6. a- Block,Anti-Lift .ar. ...?...... rr+i Screen,Snap Cover-2059 L �� , t�•..,-.. T .+ —� P-5477,Nylon yaa+GPS•��C E NSF4y4M Screen,1-Track Jamb-2051 Screen,Interlock-2097 T :v No 58201 Screen,Astragal-2048 ,p0• STATE OF :�4/ 4156 47 LFssr 1 f+'4rS+OMAr'E aaaa 21" 19 T— ��16� �2 t- 21 i_jU d 11/21/2016 Screen,2-Track Jamb-2054 I I h--r 20 r�n LUCAS A,TURNER,P.E. ( FL PE#58201 1239 JABARA AVE. 0NORTH PORT,FL 34288 PH.941-380-1574 50 "� 4- ( (( 5- Ii( 4.2eSHEET DESCRIPTION: II26 !6 116c' I I VIII I( VIII EXTRUSIONS t_ IILILLI DRAWN IW: DATE: Screen,3-Track Jamb-2057 i I II II I I I BLZ 05/16/2016 DWG M REV.: Interlock-P-5517 Support Channel,Bot GWS-1152 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide, Rail-Interlock-P-5558 Cover,Interlock-Reinf. SOnLE: SHEET P-5511,Nylon 1:2 5 OF 11 WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA,FLORIDA 34474 www.CwS.CC 8800 PVC H-2060 H-2062 SLIDING GLASS DOOR-IMPACT F—I H=L-JFF�o�a�5o�EIEJ°---jr j 000 FIVIO uE i �EDLE-�JnE1LmdE0 'EIE 000 a 1 0 I0D-f-FIFIF-11:1-1 LA3jqA ::100F 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser Cn o Z Z Lu 0 Of L O 01 0 a < o 0 1:100 k:3 E I E A F -iF:l 2T Sill w/IT Screen 3T Sill w/I T Screen 12 13' 0� Na 58201 O: STATE t OF G WT ID JLHJLJ Lj 0 1 0 0 a a a L—JLA6 LJ6 0 0 DOHL 0 000DE:001E❑::]Don 11 0 0 0 0101f 1—Fl000 Lr+= — ' 11/21/2016 3T Sill w/2T Screen 4TSilt mr/ITScreen LUCAS A.TURNER,P.E. FL PE#58201 is 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS Y. D W. B DRAWN BY: DATE! BLZ 05/16/16 REV.: RE a of— 51 0 00 a 13 0 0 0—H-01 CWS-1151 1 E100 4T Sill wt 3T Screen SCALE: SHEET 1:2 60FIl 6- L ANCHORS @ rL P-HOOK MAX 4 PANEL-TYP ANCHORS WINDOW SYSTEMS�"`."L1 ; Typ. 4- 3"EDGE 1900 SW 44TH AVE. F--V MAX.TYP. Typ. I OF PANEL OCALA,FLORIDA 34474 TYR WWw.CWS.CC II 17 12'MAk 8800 PVC 21" IIO.C. MAX SLIDING GLASS Typ i" II DOOR-IMPACT it II II 12 .:c 01 X x x x 5-: 0 cn II MID- LL z SPAN 0 OF x ct) PANEL II O 2 I.- La w it W w 0 11 kli i 0 Z* twit slier,qe %.0. .......... 40 WOREW FIXED PANEL -- CIRCLED ANCHOR LOCATIONS REC'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) CLIP No 58201 7P Z NOTES: :tt-- 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8&9),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL STATE OF '(&Z 0. (SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. �N'.A, V,•-'t:- 0 A tO.-*N 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 10. 11/2112016 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 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 10, NORTH PORT,FL 34288 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 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCTAND SUBSTRATE, NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR SOLID CONCRETE,W FOR CMU MASONRY,I"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. BLZ — 05/16/16 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwo M, REV.z CWS-1151 1 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 FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA[AAMAMDMA 300(EXTERIOR DOORS) 125 70FIl I i �j/��yjy� INTERLOCKS asy(J.I,I//L/L/U' i ASTRAGAL 21'O.C.MAX PANEL P-HOOK 6"TYP.� TYP. WINDOW SYSTEMS B•TYP' WIDTH 3'TYP.I-- 3'TYP. r 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC ° 6-*P. 8800 PVC SLIDING GLASS DOOR-IMPACT 4Y100D SUBS T RATES 2 fl" 2T SILL ONLY 2T JAMB TYP. I-2 TYR i INTERLOCKS p i ASTRAGAL 21'O.C.MAX 6'TYP. PANEL P-HOOK 6"TYP. TYR m m WIDTH I--4'TYP.--{ 4'TYP V) LL O w z 3'TYP. i• Q O W 6- P. 44 W a TYP. o � W (� ° ° ° ° O W Q 0 O 1�• Z TYP �WOOD SDBSTICAT[s � 3T JAMB TYP.� 11,1201+' }` 3T SILL ONLY -I 1{' ,�.i``p�yOREW •.. }�•TYP. TYP. Gly IL ', No 58201 ••' INTERLOCKS *: * •t* i ASTRAGAL ' 21'O.C.MAX 'b' 'ate PANEL P-HOOK 6'TYP. 6"TYP. �}- TYPISTATE OF :mak!` � WIDTH I-4-TYP. 4'TYP. I I ���'n�•.C p R i O P•'\a,� z� s P. T4TI. 11/21/2016 LUCAS A.TURNER,P.E. 4 TYP. FL PE#58201 1239 JABARA AVE. NORTHPH.9401 380-574RT,FIL 288 u ° SHEET DESCRIPTION: ANCHOR PATTERNS MOOD SU 381 RATESTMP (JAMB&SILL) ONLY DRAWN BY: DATE: 4T SILL 4T JAMB TYP. BLZ 05/16/16 OWO W: CWS-1151 1 NOTE:q=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET •CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 l: f (��fim . INTERLOCKS HOLE PATTERN ASTRAGAL WINDOW SYSTEMS f F«tI-LIFT P-HOOK 6•TYP. PANEL B �LOCK ANCHORS 1900 SW 44TH AVE. WIDTH F--•4•TMP--i OCALA,FLORIDA 34474 W W W.CWS.CC — o 8800 PVC I I 3"�'P ' I I SLIDING GLASS - - rTYP DOOR-IMPACT •TYP. }I- MOOD suaATF-s— W TYp. 2T HEAD 4'TMP oNLv sTR , Q f 0 INTERLOCKS f HOLE PATTERN ASTRAGAL m m PANEL FORANTI-LIFT P-HOOK Imo-6•TYP. BLOCK ANCHORS CO z WIDTH a TVP. a rrP. o LL o Of >�> o o_. ._.O o .o ' W Z W Q O y d 4j" 0 R 0 o TYP. OWTU 0 W --- Q o O C O O •• \, 1•TYP z tL 3T HEAD ONLY �.•`5 .c N C/Q4, GP,•�� sF' y No 58201 ' INTERLOCKS f HOLE PATTERN ASTRAGAL b: it FOR ANTI-LIFT P-HOOK .V t STATE OF WZ PANEL BLOCK ANCHORS p�,•� P,;•a�. WIDTH I--4•TYP.:r 4•TYP. i,�Q O R 10• �j\�� lo ol ! 11/21/2016 i I 0 0 4 LUCAS A.TURNER,P.E. TMP FL PE#58201 IS 1239 JABARA AVE. 0 0 o o NORTH PORT,FL 34288 \ I PH.941-380-1574 SHEET DESCRIPTION: ° 1•TYP ANCHOR PATTERNS (HEAD) WOOD SUBSTRATES DRAWN BY: DATE: QN 1 BLZ 05/16/16 4T HEAD DWGN: REV.: CWS-1151 1 NOTE:T=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET •CIRCLED ANCHOR LOCATIONS RECVD ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 2 TRACK HEAD ANCHORAGE INTERIOR III fl/if MIN.EDGE DIST. 114'MAX WINDOW SYSTEMS L`%J SEE TABLE 1 SEE LAYOUT ON SHT 9 1900 SW 44TH AVE. 39,FRAME INSERT READ AT OCALA,FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT READ W W W.CWS.CC AT ALL FRAME ANCHOR ° LOCATIONS SUBSTRATE 0 8800 PVC BY OTHERS MIN.EMBEDMENT SEE TABLE SEE TABLET SLIDING GLASS PERIMETER SEALANT o 0 9 SEELAYOUT DOOR-IMPACT BY INSTALLER �G� �C❑ ON SHT 8 INSIDE AND OUT El4"MAX. SHIM ;5 F– MIN EDGE DIST `ter-' C3 oll SEE TABLE 1 nI C� PERIMETER SEALANTm WITH INTERIOR COMPLIANT WITH AAm MA boo W BY INSTALLER INSIDE AND OUT 0LL Z _z O INSTALLATION ANCHOR SUBSTRATE BY OTERS MIN EMBEDMENT IY /n SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 U Z W O SEALANT BETWEEN SILL (n D. RISER AND FRAME BY / B HORIZONTAL SECTION INSTALLER 9 2 TRACK JAMB ANCHORAGE WO f) 8 BYR STALREEALANT—���❑ $❑❑ Z INSIDE AND OUT WEEP HOLESDO NOT MI SEE TABLE N. ENT ..........,��� gOREw SUBSTRAT4P5•�\G B NBYOTHERS SEE TABLE 1 t" No 58201 MIN.EDGE DIST. 39,FRAME INSERT REQ'D AT SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS .0; iV. STATE OF .4lOR t2 0. A VERTICAL SECTION ��SsOPf� A, ?�\\, 9 2 TRACK SILL ANCHORAGE PERIMETER SEALANT COMPLIANT WITH AAMA S00 BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 11/21/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. EE TABLE 1 FL PE#58201 1239 JABARA AVE. SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION: CONCRETE 2.0 KSI MIN. 1!4"ITW TAPCON 1-12 4" INSTALLATION DETAILS 1!. HOOKSTRIP 2 TRACK 2X MIN.SOUTHERN PINE(G=0.55) !4"I U TAPCON OR 1-318' 7X.ELCO ULTTHACON 4"MAX.SHIM DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-318° 7/a" BLZ 05/16/16 16 GAUGE(0.0 ')MIN. #12-14 HILTI KWIK-FLEXOR ITW FULL TREAD 12" STEEL STUD 33 KSI YIELD MIN TEKS SELF-DRILLING SCREW TRU 0.060" �" DWG#: REV.: 60 1/6'ALUM.(6063-75 MIN.)OR #12 GRADE 5SELF-TAPPING/ FULLT1/2" 9 g HOOK STRIP READ / \HORIZONTAL SECTION : 1151 1 1/S'STEEL 33 KSI MIN. DRILLING SCREW TRU 0.125' SCALE: SHEET HOOKSTRIP OR JAMB FRAME ONLY: 1/4"ELCO ULTRACON 1-314" 2-1/2" 1.3 10 OF 11 HOLLOW OR GROUT-FILED CMU ASTM G90 31RACK HEAD ANCHORAGE 1/4•MAX SEE LAYOUT 39,FRAME INSERT READ AT MIN.EDGE DIST. ONSHT 9 ALL FRAME ANCHOR LOCATIONS SEE TABLE 1,SHT 10 FRAME INSERT REaD AT ALL FRAME ANCHOR OCALA,FLORIDA 34474 SUBSTRATE LOCATIONS WWW.CWS.CC BY OTHERS SEE TABLE 1.BHT 10 MIN.EMBEDMENT 1111 SEE TABLE 1,SHT PERIMETER SEALANT W 8800 PVC BYINSTALLER EDO�[❑ (❑D n� INSIDE AND OUTILII 4-MAX SLIDING GLASS SHIM SEE LAYOUT ONSHT8 DOOR-IMPACT INSTALLATION ANCHOR SEE TABLE 1,SHT 10 INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER PERIMETER SEALANT 17-11 A MIN EDGE DIST .BYINSTALLER SEE TABLE 1 BHT 10 M m INSIDE AND OUT ❑ (1) DO NOT COVER Cl Rusol PERIMETER SEALANTLL z WEEP HOLES COMPLIANT WITH AAMA 800 z 0 SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT BY OTHERS SEE TABLE 1.SHT 10 > SUBST w SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT < MIN.EDGE DIST. 39,FRAME INSERT SEE TABLE 1,SHT 10 SEE TABLE I SHT 10 (LL o F- CL SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 READ AT ALL FRAME 0 ANCHOR LOCATIONS HORIZONTAL SECTION tu 0 0 0) VERTICAL SECTION114"MAX a 3 TRACK JAMS ANCHORAGE <Cl w \10,J 3 TRACK SILL ANCHORAGE I: INTERIOR 0 4 TRACK HEAD ANCHORAGET T MIN.EDGST 39,FRAME INSERT 39,FRAME INSERT REQ*D SEE TABLE 1E,BHT 10 SEE LAYOUT AT ALL FRAME ANCHOR "fe REQ*DATALLFRAME ❑ '0� P..........;NSF ze ONSMT 9 ANCHOR LOCATIONS LOCATIONS MIN.EMBEDMENT SUBSTRATE SEE TABLE 1,SHT 10 No 58201 -)5!; BY OTHERS SEE TABLE 1,SHT 10 Z PERIMETER SEALANT I BYINSTALLER ON SHT 8 SEELAYOUT INSIDE AND OUT MAX SHIM it OIYAfittest$$ INSTALLATION ANCHOR INTERIOR n❑- 11121/2016 SEE TABLE 1,SHT 10 SEALANT BETWEEN SILL LUCAS A.TURNER,P.E. RISER AND FRAME BY FL PE#58201 INSTALLER MIN EDGE DIST 1239 JABARA AVE. PERIMETER SEALANT SEE TABLE 1 SHT 10 NORTH PORT,FL 34288 BYINSTALLERF-1 F--1 PH.941-380-1574 INSIDE AND OUT DO INOT COVER �HEUDESCAI"ION: WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS SUBSTRATE SEE TABLE 1,SHT 10 -'Tm 3&4 TRACK COMPLIANT WITH A 800 BY OTHERS 8Y tNSTAtLER DE AND OUT DRAWN BY: DATE: SEE TABLE 1,BHT 10 SUBSTRATE MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT OTHERS MIN EMBEDMENT BLZ 05/16116 SEE TABLE 1 SHT 10 DWO — 5ftb TABLE 1,SHIT 10 ON SHT 8 REQ'D AT ALL FRAME SEE TABLE 1,BHT 10 -'\HORIZONTAL SECTION C�'S. REV.: ANCHOR LOCATIONS I—G 1 VERTICAL SECTION \LU,/4 TRACK JAMB ANCHORAGE TC—ALE' —SHEET \LO/4 TRACK SILL ANCHORAGE 1:3 11 OF 11 a ,an A�w tytiwrdc .. ?� P''ti"`7y �.v+ ► ff =�M . BCISHome Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications ( Contact Us � BCIS Site Map Links Search db ".�Product Approval f!i � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail - a FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments yh 3 4 S Archived 0- Product Manufacturer Custom Window Systems Inc. R x Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 ams z' �k (352)368-6922 Ext 291 � h jlathrop@cws.cc I Authorized Signature Kevin Pine .a kpine@cws.cc Technical Representative Jay Lathrop 4; Address/Phone/Email 1900 SW 44th Ave IS K ; Ocala,FL 34474 (352)368-6922 Ext 291 a jlathrop@cws.cc W" ce; Quality Assurance Representative Arturo Monteverde )sURI 7 7 m° 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 Evaluation Report-Hardcopy Received � Ikvl �. w Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 ' Quality Assurance Entity Keystone Certifications,,Inc. P Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ' I�� Validation Checklist-Hardcopy Received ' Certificate of Independence FL16177 R2 COI EvalReport812C.pdf # Referenced Standard and Year of Standard ( ) Standard Year t tea" AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 t �. z PA TAS 201/202/203 1994 Equivalence of Product Standards �' Certified By f Sections from the Code Product Approval Method Method 1 Option D IN Date Submitted 09/28/2017 Date Validated 09/29/2017 =i Date Pending FBC Approval 10/03/2017 r Date Approved 12/12/2017 -inma oftP'o'ducts FL# 3 Model,Numbet or,Name Description _ N - . € A k 5. 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. £, L Limits f U Installation Instructions ved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports sPressure: Other:SH-8100 PVC Impact,no sill anchors required. Safety )=L16177 R2 AE EvalReport812C.pc�f glazing required on outer lite above 30 ft.in HVHZ. Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. R NN Nil :x � a Contact Us::2601 Blair Stone Road,Tallahassee 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement KV r ; _* 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please ' provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. y= 4 Product Approval Accepts: *., M � ® R9 © e0heck ��. r e � R Y � t'ifBdlt CafCt Safe = i 3 ` SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: f =008 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS ffl 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) 531/8"MAX OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 517/8"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-1 300-0401/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES < Zy w O -- -- - ASTM E-1300-04e01/09. z w� Q O ¢ w w ZOz of1E?W, 63" _ __ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL ;7c W Z��2 Ei MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2¢Of w 0 0 OVVEFLANRALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1. AS USED FOR WOOD 00 01'OF U a=F_a HEIGHT GE A 0 Z N Z Z H D_� _T B O I B 26 13/1fi" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ 0(9::,Z O 2 z O LL O z C6 GLOSS NOT REQUIRED. p uj-H OK ALL FRAMES AND VEN T w O F_p w m w 61 X I I RAIL AND JAMB. Of Z w O-I m I- UNT 0 WI=-of WO=of>_ HEIGHT B.SERIES/MODEL DESIGNATION SH-8100. a x 3 w a f a a 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH M 3176" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR JQo�=�CENg'•G�'i� MAX 26 7/8' 4: �- F y i SASH `, I GLASS LOCATION. .' No 58201r1 HEIGHT X I DLO , B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ik V% •STATE OF ;�40 -- __ LucasTurne 6 A r 451/16" 2017-09-22- ZZ GLASS DLO 13:36-04:00 48 3/8• 9/22/2017 MAX SASH WIDTH 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 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG a: REV.: EXTRUSIONS&B.O.M........................4CWS-812 C ANCHOR SCHEDULE 51-7/8"51-7/8 x 61-3/4" +/_70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS.................._6 SCALE: SHEET 1:15 1 OF 6 I— - WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT z �Wa 0 JZ WO WZ O Z a: l, O � OHWZ3:2= 7/8"OVERALL INSULATED GLASS 7/6'OVERALL INSULATED GLASS Z Z=�¢w W O O O 0I-06Q=F Of - 1/6'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED _ p Z U)rn Z Z I. 7/16"AIRSPACE 7/16'AIRSPACE Q -?LL cn ZO O LLZ 5116"LAMINATED GLASS 5/16'LAMINATED GLASS K 2 p F-F Zai - 118'ANNEALED 118"ANNEALED W W p y W!n W �a .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a0 W F- Er d= } 1/8'ANNEALED 1/8'ANNEALED d F=- Q. O_�'a QUANEX DURASEAL QUANEX DURASEALIG SPACER IG 47 PURFECT GLAZE'H'OR SIKAFLIX 552 47 URFECT GLAZE-H'OR SIKAFLEX 552 `,p��P1yORELy JOge.4�GEN3�•.;Qy� v:• No 58201 :T 9 14 112"GLASS BITE 14 1/2"GLASS BITE ,: TF 48 48 �S STATE OF .:14 3 %SCC•�� R'fj\�:� 46 1 SASH LITE 9/22/2017 FIXED LITE 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: BAT 06/18/12 DWG O: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE. SHEET 1:1 2 OF 6 ■ INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 45 3 53 1 36 13 3 3 4 4 8100 PVC 70 0 SINGLE HUNG IMPACT 0 a 0 0 ¢ = oaZO F OWO �wczHp 1 z wJa Q w w zOz D � 14 3 LL z Z=mQcfWop 314 54 14 6 66 63 19 4 O O I--O V Q=F-Of SECTION B-B.. - o. z�o—Z I 0 z U j 0- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ F- m z O LL U RIGHT SIDE SHOWS SASH SECTION VIEW. < O w-�Z z W LL 0.U)i0 wmw FK mw O�cgF co 14 39 O WI.-o Wof OmN ao a F- o ��� 7a 71 32 INTERIOR ���,,S,ANORE by�rGi��r NO 582Di 6 �9� STATE OF ;4t` 14 53 ,'ONN 6 10 66 y 6 32 3 3 9/22/2017 18 6 LUCAS A.TURNER,P.E. 2 74 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 0 PH.941-380-1574 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 3OF6 w 41 PARTS LIST FRAME CORNER ITEM I PART#1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION Y1 fl flfN7�//))�'L/d(/� 1 H-6031 Main Fc,SH,w/Flg.,PVC,Head Mikron Vinyl 3 t/g ��a(9(k�)L4lUS 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl k3q WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 123116' OCA A, LTH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 g WWW. FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 4WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16• t5189 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16 1/16" 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CESI ESLD 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL 1:g ) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT' 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl G Z <Z 3: 19 S�014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2" I 0 w 0 ¢w 0 a 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w z O z <� w 1 3/16" 23 H-1699 Reinforcement,SBR Keymark Alum 7/8• 1 71 o H w z O 3 2 24 P-2190 Balance BSI 9116 Z Z,=2<Ir w O O 25 P-3059.Sash Cam,PVC BSI Plastic 3 1 5/8' 2 1/a 1116' 00 0,01- 0z o-P I.- o. 26.. P-3046 Take Out Gip BSI SS 1/16• I I SCREWED TOGETHER IWITH z 0(D=1 - j U 27 P3783 Lock,Impact,PVC Interlock 4111 1/16• OUTERFRAME < P Z a�ZO O LLZ 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 > <�:O w—=O_ REINF,IMPACT HOOK-1112 of 2 �~F-Z 30 P-3215 Weep Corer w/Flap Geer Plastic F ro 9�r 0 O Co 32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W u-m w rn O W Fw- 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel 0i Z=a. 0 0:2 rn 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116' 9116" O =~W w=�ai 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8"1 T �1 1/e•-{ D_ F d 0�wa I} 5/16' 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 aurnp. 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' F 16 1 5116" 19 `��``I�IORSWrN,�i 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/t6' 1116 045' 1/16^ �,GPy"�"...... 47 P-3438 Sikatlex 552 or Purfect Glaze"H" Sika/Henkel J . 48 P-3352 Set.Blk.,85 Dur.,118"X 5/8"X 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 •:9 51 P-3881 Temporary Lbl.(NERC/DP) 52 P3613 CWS Lbl.(logo) Pro Label 3/4, 518" 1/a• '9't STATE OF 53 Sash SEE SHEET GLASS 314^ I r 'O: 54 Fixed SEE SHEET2 GLASS 3116 g }—' 14 C F"''•�Rt 56 P3281 Spacer Duraseal T 13 t5n1 6" 1116" 7Ij'_ '�i�i iONA iy*N`•�, 62 P-3218 Screen Frame,Horiz. Allmetai Alum I 1116' J_Il�� 63 P-3218 Screen Frame,Vert. Alimetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,.18 x:16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Bik. Dapa Vinyl r 67 P3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Screen Spring,SS FI.Screen SS 70 P3113 I Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum ¢3116• FL PE#582011239 JABARA AVE. 72 S-6063 Co%er,Fixed Rail Mikron Vinyl O 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5116• 7— 1/2"—}I -�� SHEET DESCRIPTION: LINE ITEMS NOT USED: 5• 3l16•T 3" BOM AND EXTRUSIONS I 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 � F' 'i 1/16" 77r0 T SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG rt: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 t ly 6'MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS1900 SW 44TH AVE. 6'MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I , SEE NOTE 2 101/2. , , 8100 PVC MAX O.C. SINGLE HUNG (TYP-) L O INSTALLATION IMPACT ANCHOR(TYP.) I I Q Z ig: <z I I H OWO W<WOQ Z W J❑ I- W ZOZ 0fF=ZF- __- `MTGML Z Z m m Q�W OQ o 4.(TY )J O 0m F-OfL ma I I Z OZUmZnO- ,--LLg00w >- <g,ow-FO_ 1011 /\ W 000,> m W MAX O.C. LL m W oH (TVP.) I p W t=-0 WO OM w>_ d FZ- D. X d �J ♦ PN �GE11fgFG�Qy 4'(TYP.) NO ANCHORS REQUIRED IN SILL v: No 58201 ANCHORLAYOUT-(FLANGE) = a= �pC'S• STATE OF •;�W` !�6`•��OR10PG��: NOTES: 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 BEl/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 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT ANO SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W 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. BAT 06(18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a Rev.: 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: ET SHE • FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 5 E 6 r 6> b TYPICAL HEAD ANCHORAGE V- (YCYALlbm (�('�� I] MIN.EMBEDMENT WINDOW SYSTEMS I\�/I MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 114"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BYINSTALLER1 0 SEE TABLEI INSIDE AND OUT SINGLE HUNG SEALANT BEHIND O EE TABLEINSTALLATION ANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM Q Z aZ0 Z WJ❑ 0� W ZOZ �ZH O am y00_�m PERIMETER SEALANT I+- �W Z F-3::;E 2 BYINSTALLER Z Z=�¢�W O O INSTALLATION ANCHOR - - - - INSIDE AND OUT 00 U U)�Z d d SEE TABLE 1 - - SEALANT BEHIND Z ZO O_Z -U o FLANGE BY INSTALLER Q Z U cn Z O 0 O Y Q�QWp=OZ g HORIZONTAL SECTION = }1'U F Z Uj CONTINUOUS DOUBLE 3116"BEADS OF 6 T AROUND TYPICAL JAMB ANCHORAGE w 0❑F>>�O n PERIMETREMGTER AT ALL INDE U1600 I CATED TED POI TS Z a)W O J U)FF- BETWEEN FRAME AND BUCK BY INSTALLER. (L 2 d =O cn � X: IY W�:W 10 1/4"MAX SHIM D- F- 0_ 0' o_ SEALANT BEHIND FLANGE BY INSTALLER tT ���p?:'�GE.Ng'•G'Q��i PERIMETER SEALANT IJV' F••% BYINSTALLER MIN.EMBEDMENT ' SEE TABLE 1 v: No 582Di INSIDE AND OUT pro: ga- ?9� STATE OF SUBSTRATE BY OTHERS .'O�"•.�� OP•: SEE TABLE 1 MIN.EDGE DIST. i CS... ..L G �A1 VERTICAL SECTION SEE TABLE 1 6 TYPICAL SILL ANCHORAGE O 9/22/2017 TABLE 1:APPROVED INSTALLATION FA LUCAS A.TURNER,P.E. STRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"IIW TAPCON 1-112" 1-1/8" BYINSTALLER NORTH PORT,FL 34288 OW O INSIDEANDOUT PH.941-380-1574 �C1 CONCRETE(2,85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" HORIZON SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-112 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=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 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 (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#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6 OF 6 1- �`-`7n,'.r'`s' �� fG +v- e ,vs�°.~ biy § '' ,w1✓•< LL 9 s w"r�,X� ��` +,n c 9 t�.,Y- "syro.r'Yk .,} MON t !,ws - r W`�'.'��^' Sj:''.f1:• ��`�°".y�.��i"�.''''::..�i��la� �`�a�^` °�d"Yk��°'�. Y f la.Y�"' ,� c Y t" -'� 3 m t ,'•e ;�„3� r#�+ `� t;�?�:3 ,„�, � .:,�x.�r �t�,�tr�4gx i � '�"��r"'��sz�'r�t�E�� �y'���-`�i��#.'�`�r�� r :'�x4��* I BCIS Home MLog In User Registration # Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map ! Links I Search Florida Product Approval USER:Public User Product AoArovai Menu>Product or Application Search>Application List>Application Detall a 1. FL# FL16736-R2 $� Application Type Revision Code Version 2017 Application Status Approved Comments Archived CIA , tea 3 Product Manufacturer Custom Window Systems Inc. a$+f!` Y �'�� Address/Phone/Email 1900 SW 44th Avenue ' Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc ` r ice . Authorized Signature Kevin Pine g kpine@cws.cc Technical Representative lay Lathrop Address/Phone/Emali 1900 SW 44th Ave r�� t� YEzj Ocala,FL 34474 (352)368-6922 .�Y s Ext 291 jlathrop@cws.cc N Quality Assurance Representative Arturo Monteverde RZ Address/Phone/Email 1900 SW 44th Ave Ocala,Ft 34474 (352)368-6922 Ext 221 a . amonteverde@cws.cc Category Windows � 3 Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida A � d �5 Professional Engineer Evaluation Report-Hardcopy Received AV ? as f Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 le-� . �q,- Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/2112020 Validated By Steven M.Urich,PE f Validation Checklist-Hardcopy Received '®r i2�° TlEVE Certificate of Independence FL16736 R2 COI EvalReport871c•�If Referenced Standard Year of Standard „ ,tx and Y ( ) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 '41"� ASTM E1886-05 2005 ASTM E1996-09 2009 " dr x PA/TAS 201/202/203 1994 s E quivalence of Product Standards rr � k s Certified By a 4' { mg ' Sections from the Code kCa t fit' Sr f+ `� Product Approval Method Method 1 Option D t ttF i�" �'* Date Submitted 09/28/2017 �........... fz ,fin; Date Validated 09/29/2017 4 Date Pending FBC Approval 10/03/2017 fg,,� Date Approved 12/12/2017 # ata Summa ea c Model,Number or Name Description 36.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. imits of Installation Instructions d Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes a w � Design Pressure: +60/-60 P Evaluation Reports � v Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R2 AE EvalReoort871C.pjf A 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 H5=8200 PVC Horizontal Slider HS 8200 PVC Honzont0l Slider,IMPACT,iii"x 63";XOX Limits of Use Installation Instructions fr. d:for use in HVHZ:Yes:, `FL16736 R2 >II''CWS 869C Ddf Approve �Approved'for use outside HVHZ:aYes Verified By Lucas A Turner 58201 j Impact Resistant-Yes Created by Independent Third Paity Yes Design Pressure +60/ 60 EvalunatioReports Other Laege Missile;111 x'63",,-DP+/-60 psf Outer lite in FL16736 R2 .AE Evalltepgr�$§� q�if #'� 16 G::must:be safe lazed-When used above 30 ft:In HVHZ " Created by Iritlependent=Third Party Yes 3� €p 43i tY;9 lass complies to ASTM E1300 04: r4 r t yak*p Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 #�' •-xr- "�� The State of Florida is an AA/EEO employer.CogyLght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement ^y7' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic ��• mail to this entity.Instead,contact the.office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 It provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. ��•-. �,� ���"� Product Approval Accepts: Credit Card Safef� =�z GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEMS 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 751/4'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:'OX'."XO'. HORZ.SLIDER 74'MAX UNIT WIDTH DESIGN PRESSURE RATING: 33•GLASS DLO 4 -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT A GLASS TABLES ASTM E-1300-04801/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ Z 3 Q Z 2 ASTM INFILTRATION 300-04801/OgRESSURE AND GLASS TABLES Z 0.0 ¢1-Z w 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED 12 LL IQ-wwx Z F 3 S I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR O O F-O¢¢w O 0 641/4• DETAILS.W INDLOAD DURATION FACTOR Cd=1.6 W U Q w F-Z D-H U)a MAX ANCHOR CALCULATIONS. Z rn Z 5 FLANGE B I B Q QZUtnZOtLU HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } F Z L)W Z=O Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT ¢�¢O I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q Q Y p umi I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND LL W W O w w w 63" G DEBRIS. a ?=D. of p� MAX. UNIT O X I 599116' O w~ w HEIGHT „ I MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT D_ _ USED AT FIXED MEETING RAIL AND HEAD/SILL. D. F o n SASH a�µuu4rq HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. �a0 j4OREW I I I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: - +:OR`�.,•4�CE NS�.•�Qy�� 58 13/16' 0 X=OPERABLE SASH,O=FIXED SASH J:" No 58201 I GLASS DLO I C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR = 5 LOCATION. .-ot '9 4/ JJ ' STATE OF : I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. �o�FS COR 10?•G�a�:, C I ���i�S'ONA�aNaaa� 5 LucasTurne 33'GLASS DLO r 36 5/16'MAX SASH WIDTH 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 DRAWN BY: DATE: TABLE OF CONTENTS ADE 10!10/13 GENERAL NOTES&ELEVATIONS...........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING DETAILS....2 CWS-871 C EXTRUSIONS&B.O.M...............................374"x 63" +/-60 PSF LARGE MISSILE IMPACT SCALE: ANCHOR SCHEDULE&NOTES................4 SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 A to 7 B 30 2 WINDOWSYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 1 1 3 6 WWW.CWs,CC 8200 PVC HORZ.SLIDER IMPACT z P awo mwod z w'd < 0 w zoo wr-ZLu 41 3 1 LL �-W �1-3: Y Z zx;R xw 0 OI_o .< too SECTION B-8 u 5u)F-0a-= Z 8 11 0 NOTE:FIXED LITE AT HEAD z p z 0 Z::,0 <Z u� 0 0 U- ;ow—=09 AND SILL IS SIMILAR. ;i� ,i-- I 0>-53:92 b Z w QW(n w 19 R LL.t" 0�W F- a. zytx CC 0 gg 3 (r 0 X It uj cr(n a. 17 17 36 3 ,OREW 19 N 41 4 zz10* HEAD IMPACT HOOK(TYP.) z�: No 58201 -A 4 MIDSPAN OF SASH (ITEMS 35&36) --7/8"OVERALL —1/8"ANNEALED or TEMPERED —7116'AIRSPACE —5116'LAM[ 1/8*ANNEALED ROTARY LOCK(TYP.) ONLY ENGAGED PRIOR DUPONT PV8 INTERLAYER 43 TO HURRICANE FORCE WINDS. —LOCATED AT THIRD POINTS 1/8"ANNEALED 19 4 (ITEM 27) 9/2 212 01 7 PURFECT GLAZE"H' 343 3 SIKAFLEX 552 LUCAS A.TURNER,P.E. FIL PE#58201 41 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 16 GLASS BITE SHEET DESCRIPTION: in. 32 SECTION VIEWS AND QUANEX DURASEAL GLAZING DETAIL G 10 SPACER SECTION A-A HEAD IMPACT HOOK AND 0 DRAWN BY: DATE: >_ JAMB ROTARY LOCK LOCATIONS z ADE 10/10113 1:20 GLASS TYPE A TW G—#. REV.: SECTION C-C CWS-871 c ALTERNATE FIN FRAME 1:1 s-c—ALE. SHEET 11 SETTING BLOCKS PER FBC 2411.3. 1:2 20F5 PARTS LIST 31/8* CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 3118•_-_—.•1 I H-1497 ReInf.Sash Meet.Rail Keymark Alum- 1 112* WINDOW SYSTEMS 2 H-1699 ReInf.S.B.FL/S.S.R. Keymark Alum 5 1900SW44THAVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum -@ f OCALA,FLORIDA 34474 1116" WWW.CWS.CC 4 H-6052 Sash To Rail Mikmn PVC 211116' 3 9/16* 2 1W -ills" 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikmn PVC 1/16" 1 Li $ 6 Mikron LV, 836 CORNER WELD H-6050 Sash Meet.Rail,PVC PVC (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mlkron PVC L 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,W/Fig,,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 115116' -13/16'- 15 11 P-3113 Screw Support,PVCf+----z3119116' 2 Z Z?. < Team Plastic Rubber I ff < - 0 P Dwo ow 6 IL 12 P-3218 Screen Frame Allmetal RoIIForm Z uj-jc) <Foul 7 W Z0Z 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1518, 1518, 15 a ze io;i 0 W 3:ffi uz- I--UG �3�:i!E 14 P-4754 Screen Frame Comer Key Allmetal Nylon -WE* <Woo 15- P-3342 Seam Sealer,SM-5504 1116* L 1/16, Ll FIXED MEETING RAIL 0 01,-Od MI-W Schnee Silicone SCREWED TOGETHER WITH (J 0 u)�z a-P w a. OUTER a Z Z =) 1TRAME --�US2 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL4051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 Z oo=' ZOWZ0 0 >- <�:Ouj-2:0-z 17 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gr. Ultrafab < P-"20 u- 18 P-3539 #8 x 314"Square TEK 2 Zinc Fastenal Steel re ZE Z 518*4; 3/4' 1 cc 19 P-4730 #8 x 112"Truss PH TEK 2 Zinc Fastenal Steel -03116- 0 ah:>- 3:0 T (n 0 CI W(n W U, F- 20 P-3752 Cap Plug,1/2'Hole M&M Nylon 1. T EL W 0 5 rn E7--- 0 W, Q.= >- X F , P-3783 or 0, 21 P-5250 Spring Look,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 a. 22 P-4779 Roller,Tandem M&M Nylon i 6' 1 5116' ,j stallsol",;"� 23 P-4051 #8 x 1 114 Ph FH TEK,Wht. Fastenal %N NAOREW 'J'Orf" 1 114" ...;0-, Steel 3 7/16" ..... (0. 24 P-4069 Keeper,Impact,PVC Interlock 4V-0 3/4" let 1/16 3116' No 58201 25 P-4479 Weep Coverw/Flap M&M Won 3 26 P-4638 #8 x 2 1/2 Ph Truss SMS PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1116* . Ajax Steel 1/16" 27 P-4958 Rotary Lock Sullivan zinc S.BRJS.S.R.-1498 ROLLER TRACK-1776 . OF '141.1 28 P-4952 Keeper,Rotary Lock Sullivan Zinc 03116" I 2-9 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0 114- r 7/8'1 -4633 Fastenal Steel 4@1 30 P Barrel Fastener 31 31 S-1112 Reinforcement,Head Keymark Alum 518- 718 9/16. ---j � l 1, . 32 S-1498 R.Inf.S.B.R./S.S.P, Keymark Alum 16 34 S-1776 Roller Track PVC GLAZESEAD-6064 Keymark Alum GLAZE BEAD-11 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH.2000 112"f 1 1/8"1 Nfl)��151161 9/22/2017 36 S-2000 Panel Catch,Head,impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 37 LUCAS A.TURNER,P.E. 3' 1 1 112- 1116* 1116" FL PE#58201 38 5-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC cn---�B PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Sem.Adapt.,PVC Mlkron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574 41 S-6064 Glazing Bead Mikmn PVC 5/16'11/6'-f-1 SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS BOM AND EXTRUSIONS 43 Purfect Glaze*14",SikaFlex 552 Henkel/Sika Silicone -F�WW PVC SCREEN SUPPORT-6014 DRAWN BY:. DATE: ADE 10/10/13 DWG REV.: LINE ITEMS NOT USED: CWS-871 C 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 3 OF 9vu4sa 121/2"MAX.O.C.(TYP.) _..I� 6"MAX(TYP.) 1 3"�P.) 4-MAX.(TYP.) 8-MAX D.C.(TYP.) OCA A, LTH AVE. it ( OCAIA,FLORIDA 34474 r 3.�,P) SEE NOTE 2 4'MAX(TYP) SEE NOTE 2 W W W.CWS.CC 6"MAX.(TYP.) INSTALLATION 8200 PVC I t ( l ANCHOR(TYP.) I I I INSTALLATION HORZ"SLIDER I ' aNCHOR(TYP.) IMPACT MAX.D.C. (TYP.} ( z z o MAX.O.C. 1 i { i I I , w z O z w r?W (TYPJ I Q a H W�? 2 Z ZMWWOO ❑ z'-`�zz � Z 000-' �Utq t i I t I } QZOOZdwOzpZ V \� u-M (n 0 w v�ttou Z0a U 0,.a�nl- - I - -- -- w �z�v��i -- -- -- a , F-a_ 'sw ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) r01.411111"', rrrrry�NOREW z-: No 58201 •' ' pro: �?T: STATE OF •�t: 'O•�'.a raw 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 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION, 1239 JABARA AVE. S.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 5. 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: ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. RAWN BY. DATE: 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 N: REV4 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET S. 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: SHEET * FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS),FMA/AAMA)WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 r MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE I SUBSTRATE By OTHERS MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 By OTHERS 1900 SW 44TH AVE. SEE TABLE I OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 114"MAX.SHIM WWw.CwS.CC SEE TABLE I t MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE I PERIMETER SEALANT SEE TABLE 1 8200 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE I HORZ.SLIDER SEALANT BEHIND MIN.EMBEDMENT FLANGE BY INSTALLER —7-1/4'MAX SHIM SEE TABLE I IMPACT Z <Z Q)w0d M PERIMETEC SE IN E TABLE A EDGE SU By SSUBSTRATE E TABLE .M. L I 6fS.E"E A PERIMETER SE, SEALANT I= awo < ow 6K INSTALLER BYINSTALLER Z WDQ r_z PERIMETER SEALANT w zOz w__I­- BYINSTALLER INSIDEAND OUT a R w 0 W:pl Fxi I In ,OUT 'L I-W NSIDE AND OUT INSTALLATION ANCHOR Z Z m:2 LLI 0 0 S— SEALANT BEHIND SEE TABLE 1 0 0 1--0 < SEE TABLE I FLANGE BY INSTALLER —SEALANT BEHIND 0 QU)F z a. INSTALLATION ANCHOR (1)D_ FIN BY INSTALLER 0 z Z 00=1 --:36- 200)zo HORIZONTAL SECTION rC- \ HORIZONTAL SECTION u-:E 0 u- 3:0 w-:r 0 Z TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE M� I.-I,-F-Z . HEAD AND SILL SIMILAR FOR FIN INSTALLATION '< w n 2 �U)0§0 cn III cc 0)a 111(1)w I­ a. - z a- w O!g(n 0 w Fm 3r 0 0.m a 1/4'MAX.SHIM 0. SEALANT BEHIND FLANGE BY INSTALLER �s F wi� PERIMETER SEALANT MIN.EMBEDMENT 0 " e . * BYINSTALLER SEE TABLE 1 4:-4: �z No 58201 %-P INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1MIN.EDGE DIST. ........... SEE TABLE I VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSIALLATI 0 9/2212017 F TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.Ebd FL44G CONCRETE 3116'tTW TAPCON 1-1/2, 1-1/8* LUCAS A.TURNER,P.E. MST, FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLA GROUT-FILLED CMU(111 M"INJ TTrrW'MM0_N 1. 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) —3/16"ELCO ULTRACON 1. 1. INSIDE AND OUT � HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3118"ELCO,ULTRACON 1-1/4* 2-1/2' \_S,/ Box FRAME INSTALLATION -§H-ECT_DffStRlPTIUN_. FLANGE 2X MIN.SOUTHERN PINE(G--0.55) 3116"ITW TAPCON 1-3/8" 7/8. HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW I-318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY. DATE: FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #1046 HILTI KWIK-FLEXOR ITW FULL THREAD 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 L (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060* 1/8'ALUM.(6W3:M MIN.)OR #10 GRADE 6 SELF-TAPPING FULL THREAD MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG REW FLANGE 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" INSIDE AND OUT.FULL PERIMETER,BY INSTALLER. CWS 871 c - -i 27 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FINE 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2' SHOWN FOR FLANGE WINDOWS. SCALE:1:2 50F5