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"--,A SE ,," TE "Building: tour Quaiitjt Reputation, One ,Customer At ATime"' SCC131150472 Property Information Building Information Owner: LANCE&TONYA MILLS Wind Zone: 170 MPH. Address: 3126 OLD EDWARDS RD Exposure Category: C FORT PIERCE,FL 34981 Minimum Building Dimension: 48 ft. Mean Roof Height: 12 ft. Risk Category: II Jok Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number IL Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 36 37 7 37.8 -41.0 2 Int 36 37 7 37.8 -41.0 3 1 End 36 37 7 37.8 -50.6 4 Int 36 37 T 7 37.8 -41.0 5 Int 36 37 7 37.8 i -41.0 6 Int 36 37 7 37.8 -41.0 7 Int 36 24 7 37.8 -41.0 8 Int 36 37 7 37.8 -41.0 9 Int 36 36 7 37.8 -41.0 10 Int 36 37 7 37.8 -41.0 11 Int 18 24 7 37.8 -41.0 12 j Int 35 36 7 37.8 -41.0 13 Int 35 37 7 37.8 -41.0 14 Int 36 61 7 36.8 -40.0 15 Int 110 61 7 34.0 -37.2 I Prepared in accordance with:ASCE 7-10,,Chapter 30.WindLoads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS SIZE REQ Y/N/NA NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N 1 Int Window 7/8"L=iIG FL6890.1 67.5 67.5 37.8 -41.0 3702 3607 No No 2 Int Window 7/8"L=iIG FL6890.1 67.5 67.5 37.8 -41.0 3702 36x37 No No 3 End Window 7/8°La-i FL16177.1 70 70 37.8 -50.6 52x62 3607 No No 4 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 3607 No No 5 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 3607 No No 6 Int Window 718"Lami IG FL6890.1 67.5 67.5 37.8 -41.0 3702 3607 No No 7 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 52x62 36x24 No No 8 Int Window 7/8"LamiIG I FL6890.1 67.5 67.5 37.8 -41.0 37x72 3607 No No 9 Int Window 7/8°Lam' FL-16177.1 70 70 37.8 -41.0 52x62 3606 No No 10 Int Window 7/8"Lami IG FL6890.1 67.5 67.5 37.8 -41.0 3702 3607 No No 11 Int window �/s Lami FL16177.1 70 70 37.8 -41.0 52x62 18x24 No No 12 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 52x62 3506 No No 13 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 1 52x62 3507 No No 14 Int Window 7/8"Lami IG FL6890.1 67.5 67.5 36.8 -40.0 3702 36x61 No No 15 Int Window 718"Lami IG FL16736.2 60 60 34.0 -37.2 111x63 110x61 No No, to ,y .B Florida uilding Code Online Z J Page 1 of,2 i �73 s xiv�w(71mi fyylv � +S ` BCIS Home $ Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications PBC Staff BCIS Site Map Links ` Search dba k '}Product Approval ` .USER:Public User t iProduct N:oroval Menu>Product or Application Search>Aonlication 1 ist>Application Detail FL Y 0(352)368-6922 R6 _. Application Type Code Version Application Status d Comments Archived Product Manufacturer Window Systems Inc.Address/Phone/Email 44th AvenueL 3447468-6922 Ext245ws.cc I Authorized Signature Kevin Pine kpine@cws.cc I Technical Representative Jay Lathrop Address/Phone/Email 19DO SW 44th Ave i 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 i Category C Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the 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 r� Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReoort161D.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https-,//Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 l Date Approved 12/12/2017 i Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReoOrt161D.Ddf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32.399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.It 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 hjLlt.. Product Approval Accepts: Cretlt Card: ' Safe= i https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 4 I T �( T �.T�� 1239 Jabara Ave. UJ 1 r North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72'- unit 2" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'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 6`"' 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-161D.. signed and sealed by Lucas A. Turner, P.E. 1 3) Test Reports NCTL-210-3673-1,-IA, -2,-2A, and NCTL-210-3674-1,-IA, -2,-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard, -air- ; 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade ® Requires max. glass daylight sizes as shown in CWS-161 D ® Achieves design pressures of+,/-67.5 psf Is large missi le 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. #16-1117.02¢ • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.l Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h 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. ` 8/28/2017 Lucas A. Turner, P.E. STATE OF o' '• FL PE #58201 �f3 C . fid} �•� „ � CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: �77/7(i1�j/�r{fyf]•L/d(/� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW STENS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. ---- 381/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 38114" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLAN WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. — - 3T 37" UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT A 4.DESIGN PRESSURES: ———————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z Q z nilGLASS TABLES ASTM E-1300-04e01/09. z W w Op <'--ow w -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z aft z F INFILTRATION TEST PRESSURE,AND GLASS TABLES o -(n§>-O Of 3:m e MAX I / I - - ASTM E-1300-04e01/09. z z=2¢w w o p cn IL OVERALL I I I I O O F-O Cj Qa=I-� FLANGE I I sa 1!4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p z-U)?z F~ HEIGHT I ' MAX. I ` I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION zz O z vi z p U- OVERALL B I I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 1--'20 O w z FLANGE \ ANCHOR CALCULATIONS. g O Hw 1-r=-O- HEIGHT I I F Of L)y�O tll I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w Ow w w(nw NOT REQUIRED, a ?=n of O cn 72" I I 651/2" 63" I X 1 I .a.6�[2: O w r-o O. W MAX. I I GLASS MAX. ,` I GLASS 7•ALL FRAMES AND VENTS FULLY WELDED. a r a Y n UNIT DLO UNIT I I DLO HEIGHT I ` I HEIGHT I I 8.SERIES/MODEL DESIGNATION CA-8400. N 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: C T'�.......... G EMS4c 70 I I 6 MAX. I I I X=OPERABLE SASH „v; No 552'311 .•�? MAX. I I C SASH I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR HEIGHT _ SASH I \ I s I I LOCATION. HEIGHT p SFATE OF I 6 I 3"i�� '�loR1!Pa\a A------''- A 30112' -� - 6 GLASS DLO z� 30112" RIGHT HINGED-SHOWN GLASS DLO 9/22/2017 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS1 NON-HVHZ +/-65 PSF DRAWN BY: DATE: .....:. 37"X 63" ADE 05/05/07 GLAZING DETAILS.................................2 HVHZ +/-67.5 PSF - -SECTION-VIEWS......:.............................3 -- - LARGE MISSILE IMPACT DWG#: REv.i...__.._...... - EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF -- — - - - CWS-161 D - ANCHOR SCHEDULE&NOTES............5 INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PS F B°ALE' SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 718'OVERALL 7/8'OVERALL O w 0 iq 1W-QO 0' 118"ANNEALED or TEM1/8"HEAT STRENGTHENED or TEMPERED w Z O_z LY OI_z~- 7116"AIR SPACE 7/16"AIRSPACE tL 1-w Z��::E_ z z=g Qcx�w 00 5116'LAMINATED GLASS 5/16"LAMINATED GLASS 0 0 u)O z 0-H u)d U) 1/8"ANNEALED 1/8"HEAT STRENGTHENED z O O U-Z�U CD 2 1=�'� O(DLLZ .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER <�0 Fw-F H 0 z QUANEX DURASEAL t�118'ANNEALED 118"HEAT STRENGTHENED Fd- F}-} O QUANEX DURASEAL W 0 0 >-O W cq W IG SPACER SIKAFLEX 552 OR IG SPACER SIKAFLEX 552 OR Z nw. O- U)t- 23 PURFECT GLAZE"H' 3 PURFECT GLAZE 0 w r=-O OIL Of 0 > = 0� wa1 — 11 H- 0- L1 46 71 1/2'GLASS BITE as 1/2"GLASS BITE ,,t�tttuutt,i,I'f' iOREW C 13 ti`25.•VCE 7J S•.'Q i - wv� No 55201 ?��+ STATE OF 6 0 , P1 �i C/` •�d R 11,x', ��� � Q ,���SS�ONAitttt`t i - i i GLASS TYPE A GLASS TYPE B �Z 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS DRAWN BY: DATE: MAX UNIT.SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWG K: REV: - 37"-x 63" +67.5 - --A CWS-161 D 37"x_72" +67.5SHEET 1:1 2 OF 6 wlNoaw slrsrEMs W49 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 9 2 11 50 48 – ® ® 8400 PVC CASEMENT 15 ®� IMPACT 3 1 4618 1 18 Q Z QZ� 41 46 _ ....� Z W-'o ow QHQw ZQzYOtrZm 9 Q 5— ILL I-W Z 1-3: 2 18- .. O OFOQQWOO 51 4 31 8 51 5 1 5147 9 18 3 U 0U)�ZaFU)a 6 a o z—�—Z��u, SECTION VIEW B-B z O z U�z 0 U— 4 i1f0��1 2 y Q�0W Om0Z V 3 Q }t~n U–Z tri 5 ZtpW�0W�W © a 1 _~� wWt}n INTERIOR :Cts r•L�G E f7 sic••F��� � F No 56201 40 10 iD ® 43 1 / 13 0 // 51 l 24 7 36 —as 9/22/2017 4 LUCAS A.TURNER,P.E. u FL PE#58201 ®3 __ ___ p 1239 JABARA AVE. 2 NORTH PORT,FL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 ITEMS NOT SHOWN FOR CLARITY: -- CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: —SHEET 1.2 3OF6 PARTS LIST _ ITEM PART# DESCRIPTION VENDOR MATERIAL —31la -{ FRAME AND SASH CORNER 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC I CONSTRUCTION WINDOW SYSTEP75 2 H-60308 FR.,CASE.,MAIN,SILL MIKRON PVC Q - 1 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC a z14 OCA A, LTH AVE. 4 H-60308 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC lrr5 a 7/3 -{ r www. FLORIDA 34474 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC www.Cws.CC --- 3 21!32' 27/32" 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC U 1/16" 1— 8400 PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC pp PVC GLAZING BEAD LD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC p S-6064 CORNER WCS) u (ALL SIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM f:a 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-60308 a z ¢z o 13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER z w WO w H o cw 14 P-3029 SCREEN LIFT-OUT SUMMIT 2 11132"--{ w z O z z co 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER I 21132"-}----1 7/16'-I o F w§z O 0-� j I ^> I z z=�aa � 16 P-3195 SCREEN SPRING,NO HOLE TENSION D 6 40 qs O O F o<a¢i of 0 17 P-3197 SCREEN CORNER KEY M&M NYLON � { 0 7 1/16" 1/1s^ 0 z �z z F 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2114" Lf�7 B z O O c)u)-O c>- 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 9 COIL,.062 X.656 COIL,.05 X.437 a z u_�O O a z 1116^ P-4491 P-4050 ¢ O w t m O_ 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL � �C F} �Orn 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE ! wD n a(n o w mW 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH na. z=a �o U) 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKH H-6008 111 F 0 a= > Q. = a w w rn 24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW a H a D: a 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32" 17/32—+- `�,qunrtur,� 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS J _� �.�% pNOREk. 27 P-3613 CWS LBL.(LOGO) i 10 1 +`may`'• �GEun��p'�i, 28 P-3685 CS 8400 GOLD CERT.LABEL,NERC TAB 1 s/3 1116" 1 9/32" 1116, Sip No 55241 29 P-3752 CAP PLUG, 1/2"HOLE M&M NYLON 30 P-3881 TEMPORARY LBL.(NFRC/DP) II * ¢ 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE Z9; STATE OF .4.lj: H-1592 H-1593 'Oma'•. P,:'`` 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS f, �� (ROTO HDWE. 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE.LOCK)U ew/P-4006) FASTENAL SS l��� ONA 10jo%%��l 35 P4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 3va" 31a 36 P4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS II--�� 11/16• S1 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS til -0 _ 3132" Z 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4112" r Yoff FL PE#58201 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS `� 1/1s^ 1239 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP p NORTH PORT,FL 34288 112" PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32" SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM to I" 3^ 'I 15 47 P4043 STRIKE,MULTIPOINT M&M NYLON 1 T BOM AND EXTRUSIONS 48 P4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P1 #8 x 518"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 REINF.CASE.SASH KEYMARK ALUM DWG#i- REV.:- -- 52 S-6064 GLZ.BD.,718" MIKRON PVC - - -- - - -. _ --- -- - CWS-161 D SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, 2:1 4 OF 6 12 1/2"MAX O.C.(TYP.) 6'MAX.O.C.(TYP.) � I ''1 4-MAX.(TYP. - 6"MAX.(TYP.) SEE NOTE 2 a MAX SEE NOTE 2(TYP) WINDOW SYSTEMS 8"MAX.O.C.(TYP.)-- -- 1900 SW 44TH AVE. 6'MAX'(TYP.) 12 717.'MAX.O.C.(TYP.) 4-MAX(TYP.)— SEE NOTE 2 OCALA,FLORIDA 34474 ----........--. 6"MAX.(TYP.) WWW.CWS.CC �- -SEE NOTE 2Fr 4'MAX.(TYP.) 6"MAX.(TYP.) — 6" 8400 PVC MAX O.C. / CASEMENT 1n°nx.o.c. / M IMPACT MAX.O.C. / (TYP.) I I I (TYP.) X 14 3/4' i Z W J O Q I- W MAX.O.C. X W Z O Zct t (TYP.) " OLL _F-W ZO_�:mS J� INSTALLATION— Z Z 2 g do�W Q O ♦ \ ANCHOR(TYP.) ` O O a)O Z Qa I_Cn a \ INSTALL ATION) cn G pZOZZjU INSTALLATION \ ANCHOR a. I \ F.- O O LL U ♦ ANCHOR(TYP.) ♦ \ Ir Q 3:Q W-FZ-O z F � �O�C•o W LLWU)OW(1)W __ a W 01 6"THRU FRAME ANCHOR D- F- a n. HINGE SIDE JAMB(TYP.) L-L6'THRU FRAME ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) ♦♦�*� ORr�rr�r FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) ����y P,....... TG�� FOR UNITS UP TO 37"x72" FOR UMTS UP TO 37"x63" y:QP:i�CENS .,Rte✓ No 55201 '-P f O STATE OF :`!a NOTES: ,4"�a 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL A=NCHOR 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET G. 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 OOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. 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 DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 ___SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, Dwc#: 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-161 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA WDMA 250(BOX WINDOWS),FMAIAAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1.20 5 OF 6 MIN.EMBEDMENT // y77/[r,95�i//il • SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW gygT@pgg INTERIOR 1!4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. rSUBSTRATE 1900 SW 44TH AVE. -I—MIN.EDGE DIST. SEE TABLE 1 I BY OTHERS OCALA,FLORIDA 34474 SEE TABLET 1/4"MAX.SHIM-�{ tll SEE TABLE WWWCWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 [(7�[7 SEE TABLE 1 I` MIN.EMBEDMENT INSTALLATION ANCHOR it-- _ CJ�� 8400 PVC PERIMETER SEALANT-- SEE TABLE 11 IIJJ "--�-•--J. BY INSTALLER SEE TABLE 1 CASEMENT INSIDE AND OUT —i MBE MENT SEE TIMPACT SEALANT BEHIND rJ FLANGE BY INSTALLER �Jo 1/4°MAX.SHIM Q I 4 Z Q Z �� O --PERIMETER SEALANT Z W W U Q W O w iJ BY INSTALLER Lu PERIMETER SEALANT ALLER INSIDE AND OUT O Z 0)Z}O of Z m NSIDEBY TAND OUT INSTALLATION ANCHOR Z Z 2 Q F-W p O SEALANT BEHIND SEE TABLE 1 O O i-O Lj Q 2 F-0r FLANGE BY INSTALLER SEALANT BEHIND U O u~)Z a~ a INTERIOR /'\ FIN BY INSTALLER Q 0 Z U to Z U INSTALLATION ANCHOR D ! B 1 HORIZONTAL SECTION _C HORIZONTAL SECTION I--u. Q_O B-_Z SEE TABLE 1 S TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE a' s�'O H F'F-Z ui I HEAD AND SILL SIMILAR FOR FIN INSTALLATION W OfnIII U)0wco w O NOTE:ADDITIONAL THRU-FRAME ANCHORS a =a T O a) (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE z F-of w�w co SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a F- M a a 114"MAX.SHIM p� AOREW rrrhr EALr1NT BEHIND ���5�.••• TG FLANGE BY INSTALLElv�141 GNo 55201PERIMETER SEALANTMIN.EMBEDMENTBY INSINSTALLERSEE TABLE 1 ^•O-DE AND OUT I ��QS STATE OFSSUBSTRAT EE TABLE EBY OTHE MIN.EDGE DIST. I SEALANT UNDER SCREW ---/�\ VERTICALSECTION �� U [j HEAD BY INSTALLER TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. �vl FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" FL PE#58201 PERIMETER SEALANT--- 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.)- 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90 3116"ELCO ULTR4CON 1.114" 2-112" HORIZONTAL SECTION SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318, 7!8° HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRA'NN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION 1S ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW T HRU 0.060" DWG#: REV.-- - --' -MIN..1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE_CAUL_K_I_S_APPLIED__ " 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING? -FULL THREAD -' -----'_----''- FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. - CWS-161 D 118"STEEL(33 KSI MIN.) DRILLING SCREW THR-0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-112' 7116" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6 OF 6 Florida Building Code Online 3 5, Page 1 of 2 i -� w'.rn BCIS Home I Log In C User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBc Staff BCIS Site Map Links Search «ida «•.. .. Product Approval a ,USER:Public User I t tta.".ikY'+rr�ix�'. Product Approval Menu>Product or Application Search>Application 1 ist>Application Detail v ^aj FL# FL1617 -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 ilatl)rop@cws.cc I 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 I f Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE i [ Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/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—appjtl.aspx?param=wGEVXQwtDqvyf4ngAXhl Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 I I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 I i ummary 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 FL163.77 R2 II CJS-812C.Ddf 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. FL16177 R2 AE EvalReoort812C Dd Safety glazing required on outer lite above 30 ft,in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. i Back Next Contact Us::2601 Blair Stone Road Tallahassee F 3 399 Phone:850.487-7824 The State of Florida is anp y AA/EEO employer.er.Convrieht 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 f electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: 'Gredit-Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y... 1/3/2018 URNURNER1239 Jabara Ave. ER Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, 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 613/4"unit size, +/-70 PSF,no anchors in sill i Manufacturer: Custom Window Systems, Inc. 1900 SW 40'Ave, Ocala,FL 34474 Statement of Compliance: Tlus 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 6"' 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 1 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- 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 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h 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 1 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. �AtD BE G1� a rti ���aj i•,�„+Cr +r,�fr 7- 'rATE OF z� 0, 't 8/29/2017 Lucas A. Turner, P.E. ♦Rll�b�1�pi ttitti;i FL PE 458201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT Qg�mffl 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. WW W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX OVERAlI El 6NGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: �- 4711/16'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z 2 ¢z O INFILTRATION TEST PRESSURE AND GLASS TABLES co ASTM E-1300-04e01109. z w W g ¢�w o w z 63" _ __ I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED 0 LL F w§z O0 CC MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR O O I=-O¢¢w O O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD '•j =I FEFLANGE IF ANCHOR CALCULATIONS, 0 Z�j z IL P U) I 2613/16" en Q UZV .-no- HEIGHT zo B O B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 1-- g O D-U GLASS NOT REQUIRED. >- g Q 0 lw-O IZ-O- 1 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o w>_p w 0 w 61 314" I 1 USED AT FIXED MEETING RAIL AND JAMB. Z Ln w O�u/I- MAX (L =a of0�a1 UNIT 8.SERIES 1 MODEL DESIGNATION SH-8100. w I-O a z >- IIEIGHT = a w�w N D. F O 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: iulllis" 1 X=OPERABLE SASH,0=FIXED SASH ����NpRE4,�"I 30 3/16" 1 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ejp�"i}G @S 26 718" MAX LOCATION. SASH GLASS t No 58201 r i I I HEIGHTX 1 DLO B 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. IP STATE OF ;LU l0fl1D.-O'Q�� rA A 6 _..._.- 451116" •---- �� GLASS DLO 48 316' 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 DESCRIPTIUN: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES BELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING --- ---SECTION-VIEWS.................................3 .. -- --- - -- ---- - ----------_RATING—_-.._- ---- - owGx: REV.: EXTRUSIONS 8 B.O.M........................4 -- - - ANCHOR SCHEDULE BNOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT - cws-s12 --c INSTALLATION DETAILS....................6 scALE: SHEET 1:15 1 OF 6 W.(� SYSTEMS WINDOW SYSTEP95 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z zf azo ow6 Wwo6 Z w�0 W ZOZ wm!tf_- W ¢O�}O x�m LL F-W ZF-�:m= 718"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z Z=:E Q K w O O O OF-O'ja=F(K 118"ANNEALED OR TEMPERED —1/8"ANNEALED OR TEMPERED O Z U)/n Z Z F 7116"AIRSPACE 7116'AIRSPACE Q -Z O o)Z O ly O LLO Z 5/16"LAMINATED GLASS5116'LAMINATED GLASS ly g Q O H F- O 13�ix — Z 118"ANNEALED 1/8'ANNEALED W OOLL p W O W Z D W 0 F- .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT LLO w=O of O= 1/8'ANNEALED 1/8"ANNEALED Dom, F- 0- W d N QUANEX DURASEAL QUANEX DURASEALIG SPACER IG SPACER „�11111f�i�� 47 PURFECT GLAZE"H"OR SIKAFIEX 552 a7 URFECT GLAZE"H"OR SIKAFLEX 552 ?v; No 55201 :-AS 14 y 1/2"GLASS BITE 14 112"GLASS BITE h * L Mu :trz STATE OF 41,� c 3 0 R r 71 12 ssfxMijjjLflt'�,%``` FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 --E f-- ___.."_—_._ SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG 0: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.11 SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 45 32 27 53 1 38 13 3 3 4 45 8100 PVC o ® D SINGLE HUNG p ''© IMPACT 4 o z 3: azo z WWo Qtw-8W w H9 14 3 / 0 IQ-O zF- z zx:E<wwOo 3 14 54 14 65 666319 4 0 OF-OVa��a SECTION B-B O_ O z ��zr-5w NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ �z,g z0 O w z RIGHT SIDE SHOWS SASH SECTION VIEW. >- ¢Z,-0 w—=0 K gQ F- Z Ui �+ 00 >-=) 0wi ITEM DESCRIPTION VENDOR MATERIAL PARTS LIST - FRAME CORNER �j//J) • 1 H-6�031 031 Alain Fr.,SH,w/Fly.,PVC,Head Mikron Vinyl 3118^ CONSTRUCTION ((((St��5ttt�Il��a�a�(tYYllSfvv 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 1511 IT, WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 123116 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,WFlg.,PVC,R.Jb. Mikron Vinyl 2 I OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 3Wl' 8 WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 1'116" 4 1 516^ 1 518" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116" ,ns 8100 PVC O ..11__ CORNER WELD 10 H�oze Sash Bottom Rail,PVC Mikron Vinyl !— (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl ,:s 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 5-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl ¢ Z :�: ¢Z.3: 20 S 8029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1F 1/2" 37 z W�o ¢10�Z w 13/16" w ZOZ IY_-r_ 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" o ¢U�}O M 3 m 1 LL. F-W Z 24 P-2190 Balance BSI 9/16 1 Z Z x 2 Q 0f w O 0 25 P-3059 Sash Cam, 26 P-3046 Take Out Clip BSI Plastic 1H6" 1 5/8^ 2 1/8" '/16' 0 Z-O U Z 0 U) FIXED MEETING RAIL u)Z 27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH Z O Z U w-0 U- 28 P-4069 Keeper,Impact,PVC Interlock Damao 1116" OUTERFRAME ¢ Z LLZ r=_ g Ow 30 P-3215 Weep Coverw/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 .8 O F-~F Z- 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab I PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W O 0 >_ W—W 37 P-4638 48 x 2-1/2 PH Med.Truss,Type A,TEK 2 Fastenal Steel Fr �d O 0 rn h 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116^. g/,s• p w F=-O a x0 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1n 1,/g I"1 1/8 a M M Lu a 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel p 5/16" tpun+lrgr 44 P-3342 Seam Sealer,SM-5504 Schnee 718" 16 1 5116" 9 ,��>>��ORE(�, 45 P�752 Cap Plug,1/2"Hole M&M Nvlon }� 045" I�LLLL� 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1lt6 1/16^ 1/t°" �2�'.ti..........EF1S GQ1� 48 P-3352 Set.Blk.,85 Dur.,1/8"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 55201 •t�r'f 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label 53 Sash SEE SHEET GLASS 314 3/a^ 'f8 1!4" I� ��Q: STATE OF .40 3/16' I 54 Fixed SEE SHEET 2 GLASS 1 13 —O t4 '.��� (q 56 P-3281 Spacer Duraseal tne' 7l}^ 62 P-3218 Screen Frame,Horiz. Allmetal Alum I�- 63 P-3218 Screen Frame,Vert. Allmetal Alum REIN 64 P-3321 Screen Frame Comer Key Allmetal Plastic F.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS FI.Screen SS 9/22/2017 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 3,16. FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl ffff�p 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK FastenaI Steel.. PH.941-380-1574 1 5116" 1(2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5^ - ar16" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50 55,57-61,69 6 1—--'-3° -{ BOM AND EXTRUSIONS 716" ... 1/16" ......70 1—__ DRAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 WO---*,DG--: REV, -0W$-812 C - NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scril_F- `-' - SHEET 1:2 40F6 S 6"MAX.(TYP.) --}�17"MAX.O.C.(TYP.) 7WINDOW SYSTEMS 6"MAX.(TYP.) I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC '� i i SEE NOTE2 10 1/2" 8100 PVC 77 MAX.O.C. SINGLE HUNG (TYP) 0 INSTALLATION IMPACT ANCHOR(TYP.) I Q Z 3: aZ3� woc; W ZOZ 0=rzt Qvl >-0W -(e` LL F-Lu ZI-:3 MTGR[L Q OF-OQ¢WQO (TYP.)_j--- OU)�Za P(D d. I I z 0 D Z�0Tn I I QZ0ui ; O w g�OWFO~ZZ 10 MAX�O.C. w 0 U)w W O W i w I 4 I d F d QWf�:0- 4- - �f ��puutluirr 4•(TYP.) 4•(TYPO--- NO ANCHORS REQUIRED IN SILT- v: Na 55231 ••.�'P t ANCHORLAYOUT-(FLANGE) a= j¢'_ +51%% STATE OF :14 O. c 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 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. �Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH,941-380-1.574 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. sr E€YOESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 ---_ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE-1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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: —-- - -—--- SHEET — s`cALe: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANUDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE ��/,Q�.�, MIN..EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1BY OTHERS 1900 SW 44TH AVE. V 1/4"MAX.SHIM—.{f SEE TABLE 1 OCALA,FLORIDA 34474 UBSTRATE BY OTHERS I -----_------.._..._.._.-.�- WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT ' SEE TABLE 1 MIN.EDGE DIST. $�OO PVC BY NSTALLER I SEE TABLE 1 INSIDE AND OUT INSTALLATION ANCHOR SINGLE HUNG SEALANT BEHIND - SEE TABLE __ — _ FLANGE BY INSTALLER _ —1/4"MAX.SHIM IMPACT O I- Z o aZo I- owolowoo Z ZOZ III 0 Qn }Orem PERIMETER SEALANT LL F w Z 1-3: _ BYINSTALLER Z Z=2¢of w 0 0 INSTALLATION ANCHOR INSIDE AND OUT OO�OU d dUU 0ZH� SEE TABLE 1 SEALANT BEHIND 0 U) Z I-0 en FLANGE BY INSTALLER Q il Z 2 ZO O LL 8 HORIZONTAL SECTION 5 g Q 0 FLL W-'1-I- p Z CONTINUOUS DOUBLE 3116"BEADS OF - 6 F 0 >- O TREMGLAZE U1600 SEALANT AROUND TYPICAL JAMB ANCHORAGE p O g PERIMETERATALL INDICATED POINTS w L-v1 w co w U)F uj BETWEEN FRAME AND BUCK BY INSTALLER. Qom. Z=d 0 p-to -1/4"MAX.SHIM a F Q. Ofd ul SEALANT BEHIND FLANGE BY INSTALLER "40111ifg4��I flay�µORFy PERIMETER SEALANT MIN.EMBEDMENT J�' ~ •'-ytr BY INSTALLER SEE TABLE 1v: No 5S201 :'P G INSIDE AND OUT Z.. * *_ SUBSTRATE BY OTHERS--/ I + �••NATE OF SEE TABLE 1 }—MIN.EDGE DIST. SEE TABLE 1 r`i�sJOM. VERTICAL SECTION ���tyitU�tSt��� 6 TYPICAL SILL ANCHORAGE a 9/22/2017 TABLE 1-.APPROVEDINSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHORTYPE fAIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE 2.0 KSI MIN.) 3116"IiW TAPCON 1.1/2" 1.118" PERIMETER SEALANT 1239 JABARA AVE. ( BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1• C HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 13/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 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 HILT]KWIK-FLEX OR[TW FULL THREAD BAT 06/18/12 (33_KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG X: REV.: -- --' - ---- - INSIDE AND OUT,-FULL PERIMETER,BY-INSTAL-LER. ----------------- - 1/8"ALUM,(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 C 7116" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ..._._____.__ 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCAI.E: --_.'_. SHEET 1.2 6OF6 Florida Building Code Onlide ui r o 777 . ets z � (tf •„°ls°.hJa ° , ; ,oda.. BCIS Home; Log In User Registration Hot Topics Submit Surcharge 1 Stats&Fads I Publications ! FSC Staff BCIS Site Map I Links ; Search j F1 'da r Product Approval ` ',(USER:Public User Product Aooroval Menu>Application Detail FL# FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Y + ° Comments Archived 0 Product Manufacturer Custom Window Systems Inc. l 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 «, A ` 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 r Compliance Method E tion eport from a Florida Registered Architect or a Licensed Florida � t , Professional Engineer Q Evaluation Report- Hardcopy Received f' Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report ° Florida License PE-58201 e x , ' -, Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ❑� Validation Checklist- Hardcopy Received Certificate of Independence FL16736112 COT EvaiReport$71 C_pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/LS.2/A440-08 2008 ASTM E1886-05 2005 https:,'/floridabuilding.orgipripr_app_dtl.aspx?p,,iram==%vGEVXQwtDquBobl%2fIZm6TqPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d[U2;2018 11:05 25 AyQ , i Florida Building Code Online x ' - ASTM E1996-09 2009 PA/TAS 201/202/203 1994 ,' Equivalence of Product Standards Raw Certified By r Sections from the Code a a r a „`t a a� Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 x Date Approved 12/12/2017 v,-_ . > ' StmmeryofProducts _.. _._._Y.__._.. 16736.1 OL# Model,Number or Name > Description HS-8200 PVC Horizontal Slider HS 8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. x k Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1-6736 R2 II CWS-871C.12sif 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 EvaiRel2ort871C.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. d 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal'Slider, IMPACT,°111"x 63", XOX ' Limits of Use Installation Instructions 4 Approved for use in HVHZ:Yes FL16736_R2 I1 CWS-869C.Ddf Approved for use outside HVHZ:,Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes, Created by Independent Third Party:Yes p ` DesigmPressum +60/-60' Evaluation,Reports „i Other: Large Missile, 111"x 63", DP+/= 60 psf. Outer lite in FL16736 R2 AE EvalRenorl:869C.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. s j $ 14 y a �• ,fit Contact Us:•2601 Blair Stone Road Tallahassee Fl-32349 Phon •850-487-1824 t � The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::PrivacyStatement:;Accessibility Statement::Refund Statement . y-- ig •; , 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 i`.�. 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-.• - i Product Approval Accepts: t .r Credit Card Safe hsps:/itloridabuilding.orgipripr_app_dtl.aspx?param=NvGEVXQwtDqu8obl%2fIZm6TgPohLz6ontOd5FIABPugYUIXIzzFJrTCXA4/o3d%3d[V2i2013 11:05:25 A'vfj 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+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements o_FA C Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`'' 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 1.239 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 402/04/05,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 I.,ucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: e May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+1-60 psf ® Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone o In the operable sash, requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.02 , and in the fixed glass requires Kuraray(Dupont) SentiyGlas Interlayer per Miami-Dade N.O.A. 14-0916.11' Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1W 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 6`h 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 Jany other entity involved in the testing or approval process of this product. Oc�t4►ty�terrli�j t� �NrJR�44' T frri No 58201 ':' 9/07/2017 Lucas A. Turner, P.E. : � FL PE #58201 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED � • WINDOW SYSTEMSTO 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". H0RZ,SLIDER 1121/4•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-1300-04eD1/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z <z 4915116" 24518" !1 ASTM INFILTRAT 00-0TEST GTEST 9RESSURE AND GLASS TABLES z O W O QLu�a uj OO o E3401/ . ul GLASS DLO GLASS DLO w Z O Z K-z�- A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED LLL F W Z O�m_ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z x 2 Q w W O O —""..._.........._....—___._--__ --................................... _.._._.—_.._...__..__._. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-O U Q M H ff ANCHOR CALCULATIONS. p O-w z Z?U co -- - i z (9x-- 64 1/4" I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ 1-Z IL:20 O w z OVERALL REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 2¢O F 1 r z ' UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 0, } O FLANGE i B I B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w w M In 0 w rn w HEIGHT 1 FLYING DEBRIS. Z=pW. 0cj�O U)� O�tnF MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � _~x w= U) I 58 13116" I D_ F p• X�'W 1/ USED AT FIXED MEETING RAIL AND HEAD/SILL. a UNIT .GLASS 56114` HEIGHT I DLO I D I D DLOSS 8•SERIES/MODEL DESIGNATION HS-8200. •R84ti��T 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING 59 9110" j i C X=OPERABLE SASH,O=FIXED SASH Na 55701 =�A MAX. SAH HEIGHT I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I I D LOCATION. :z Z A STATE OF .14f 1 C' 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. 2715116" C A '�1rrt�irlsM�� ..-MAX.SASH WIDTH 6 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 GENERAL NOTES&ELEVATIONS,..........1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 F�MAX.�UITS�IZEJDESIGN PRESSURE RATING IMPACT RATING owGu:-----REV- - &B.O.M...............................4 -- -.._..__.__..----- ANCHORSCHEDULE&NOTES . . 5 +/-60 PSF LARGE MISSILE IMPACT CWS-869 �c INSTALLATION DETAILS...........................6 SCALE: SHEET 120 1 OF 6 WINDOW L414 STEMS ( bJIPlDOW SYSTEMS L� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8200 PVC 718"OVERALL HORZ.SLIDER 3116'ANNEALED OR TEMPERED 7/8"OVERALL IMPACT 1/4"AIRSPACE 1/8"ANNEALED OR TEMPERED Q Z 3: ¢Z� 7/16"LAM[ mw0 mw00 318'AIRSPACE 1- 3/16"ANNEALED W Z O Z �F Z F- 5(16"LAMI O Q 0§}O m m .090 SENTRY GLASS TONOPLAST INTERLAYERLL F w Z I-3-1/8- 1/8"ANNEALED O O I=-0¢Q w 0 0 3/16"ANNEALED .090 DUPONT PVB INTERLAYER U 0 m F-Z d F'CO a 1/8"ANNEALED ¢ O Z U Uj z o QUANEX DURASEAL 9 PURFECT GLAZE"H" y Q-w w O LL Z IG SPACER SIKAFLEX 552 ..,, q 2 0 U~Z to QUANEX DURASEAL _W 0 a U)i o w U)w PURFECT GLAZE"H" LL m w O rn F IG SPACER 9 SIKAFLEX 552 m Z_CL 11 112'GLASS BITE (� O w 0 0-=m 30 a d 10 aO JUI 11 I. ! 112'GLASS BITE 5�.�'Fti%s No 56201 ! STATE OF ;4W O GLASS TYPE B SASH GLASS GLASS TYPE A 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 DING#: REV.: ------ - _ --�-- - - - _ "--- - SETTING BLOCKS PER FBC 24113.3.1 -CWS-869 'C 'SCALE: SHEET 1:1 20176 i INTERIOR 2 5 3 24 WINDOW SYSTEMS 21 19 or 49 2015 1' 13 42 45 43 1900 SW 44TH AVE.. T OCALA,FLORIDA 34474 WWW.CWS.CC .._ ......................._.en:� {� --.._.._.....- ----.._ a r ....- ._........_......._ca.... C _ C .. -zz�� �"l �� � �.. � � L._ � 8200 PVC HORZ.SLIDER IMPACT a z 3: ¢z?: F- ow0 (n li;Op QI�-z 11 8 3 2 5 6 17 19 8 1 SECTION VIEW D-D g Q p z y 0 of JAMB ROTARY LOCKS LL F-w z F-3;;E_ O OF=-pOa¢wp0 JAMB ROTARY LOCKS: O U(n�z a r=-U)a 40 MAY BE SUBSTITUTED FOR JAMB o z-' SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. ¢ z U N z�U O_._. I-- � LL U CI -REQUIRED ON FIN UNITS. >- ¢�LL w-x 0? '43 ~ OO x ow O LL w CO W T 0-J(nF- G. 31-37 46 X _I--K wW 18 44 d ~ a 1- 1 1 �P�''pDREIr`rrh� 1150 i 14 HEAD IMPACT HOOK(TYP.) ��, No 56204 '.' MIDSPAN OF SASHES ® (ITEMS 44&46) C - :9 t STATE OF :�r� INTERIOR �4 rS1 p,% I I ITEM OR ROTARY LOCKS(ITEM 23)2 ) ir14 LOCATED AT THIRD POINTS. 16 - 9/22/2017 Nr �} I NEITMUST BE USED IN BOTH JAMBS OF FLANGE UNITS.HER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. ll I UU FL PE#58201 9 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. JAMBS OF FIN UNITS. NORTH PORT,FL 34288 ® PH.941-380-1574 10 SHEET DESCRIPTION: i SECTION VIEWS DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG U: -REV.: --- - -----_ — 1:20 ----- ---- - - . ' - - -CWS-869 C SECTION VIEW C-C ALTERNATE FIN FRAME scALE: SHEET 1:2 3OF6 PARTS LISTS t!3" CORNER CONSTRUCTION { ITEM PART# DESCRIPTION VENDOR MATERIAL --"31/6"—'-'- 1 (/ j7/7(tv�j//J� e 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 1--31/8 lWINLkD.40tW SSV5TU EMS 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 44' 1900 SW 44TH AVE. 3 S-6077 Coeer,HD Fixed Rail,PVC Mikron PVCOCAILA,FLORIDA 34474 _ 5 P13638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 2 1 tl 1116"16" 3 9116' t 7/8" -T 1!16° WWW.CW S.CC 1116" ...-------'--I 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone O Iy CORNER WELD 7 S-1776 Roller Track Keymark Alum � + (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC u L_!if 1" ve 1'8 I"IORZ. SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Coyer w/Flap M&M Nylon PVC FRAME FIN-6048 11 S-6064 Glazing Bead Mikron PVC 6 f+-1 15!i 6" 1 3116 5 Q Z 'S a Z 0 12 H-6050 Sash Meeting Rail,PVC P,likron PVC I�-23!16" - f--23;16" _ F 0 w O Q F 0 W 13 H-6051 Sash Pull Rail,PVC Mikron PVC 2 , 14 7� 3 w z O z =--t 14 H-6052 Sash To/Bot.Rail,PVC Mikron PVC 13 L, Q cn Z O W 2 m P 1 57S" 1 5/6" 1 5J8" 1 5/16" Z W Z X 0_ 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I n r� 0 0=0 Q<w O O Y 1� g L� - 1/16" 2 O Oh-OUQ=Fm 16 N-1498 Reinforcement,Sash,Side Rail Keymark Alum V16 L U 1n6" U 1/16' 1_ O O N Z a F Z)a 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 d O Z U m z:DO- 17 W 0 FIXED MEETING RAIL <_O W O z 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab r 3116" SCREWED TOGETHER WITH I of 2<O F,F Z- 19 P-3783 Lock,Impact,PVC Inte icck t/ OUTERFRAME F rY Q U) O g 20 P 4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O O 8 Z w m O rLu On F a 21 P-4069 Keeper,Impact,PVC Interlock 5/._ _� p w F O a��} 22 P3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6" I � 3/4' a F a W�W m 23 P-4958 Rotary Lock Interlock r'1 6!16^ 1^ ft 15 17 46 ���'lll ltFrft/ 24 P-4633 832 x 1/2"Barrel Fastener Interlock Q 1/16" 15!16" (_1116^ Y��' �yL7RE4y,r14� 7/8'I III///�'��� c 25 P-4952 Keeper,Rotary Lock Interlock ! 1/16" SASH MTG.RAIL-1497 N. G?•'�y�015NS,��"-.'F��*.�M SASH REINF.-1699 26 P-4779 Roller,Tandem Nq&M Nylon PLAPJ VIEW-1999 HEAD IMPACT HOOK Na 5S`01 '�` 27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel -..{ 3/4" 28 GLASS SEE SHEET CARDINAL GLASS O 3116" 3/16"�I 7!16 7 114^ O16 - ....__... 7 SIP'. STATE OF :1211 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone X00 . 4� 30 P-3028 Set.Bilk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber __._-g"___. -1116" V16" 'e. ........R`.fl? ��0` 5!8"r- S.B.R./S.S.R.-1498 � ��♦ I 31 P-3218 Screen Frame Allmetal RollForm T- 44 ROLLER TRACK-1776 32 P-4754 Screen Corner Key Allmetal Nylon �� Co 33 P-4755 Screen Comer Key w/Safely Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 (-7/8"1 34 P-3029 Screen Pull tab Summit35 P-3033 Screen 5 rin Fla.Sprin SS 7L Spring 9 QS 3!16" 7-- 43 36 P-3228 Screen Spline Dapa �_.- P p Q PVC GLAZEBEAD-6064 1/16" 9/22/2017 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P3113 Screw Support,PVC Team Plastics Rubber 1/2" 1 118"-{ FL PE#58201 41 1 P3752 Cap Plug,1/2"Hole M&M Nylon ^� 15,16" I 318" 5116"1 1239 JABARA AVE. 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 42 -® }�n� 4� NORTH PORT,-1 34288 7/8� 1/16^ ~C PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum j _ --1116^ PVC SCREEN CATCH-6013 1!16" SHEEr DEscRwrloN: 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 #6X518 Ph FH TEK,Znc,Painted Ajax Steel t 1%8"-{ � 5175^ I 46 5-1999 Impact Hook,Frame,Head Keymark Alum 3/'6"-L 3' �1/2" DRAWN BY: DATE: 9 47 H-6048 Main Frame,SHlHS,Fin,PVC Mikron PVCCHMENROMEMM 40 1116" TEF 10/11/13 48 S-6055 Roller Track,PVC,(Antiaift) Mikron PVC T _ SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 D6vG ll: - '��-�'REV.: __49- _P-5250 Lock,Impact,PVC,w/Flipper _-Interlock _ _._.__________-__- -. _ ..____-.. ___..__..___ .__. __... _ _ _._......_--- ---_- ---------------- -- _ _ _ _ . CWS-869 y C 50 P 4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: ----------- - --- -- 4,38-39 scALe: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 WINDOW SYSTEMS WINDOW SYStEP9S 3"(TYP.)--••I 1900 SW 44TH AVE. 6"MAX.(TYP.)-._..____ .. 3".(TYP.)�-- -- 1.�t1L4� SEE NOTE 2 4" .(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 I r rMAX. .) I 4"MAX.( 7 � WWWCWS.CC 6"MAX,(TYP.)-i Cn'P') --....-'-'--'--- INSTALLATION - 82UU PVC j ANCHOR(TYP.) HORZ.SLIDER I I MAX.O.C. IMPACT I (TYP.) 1rnAx.O.C. a z ¢z 3 (TYP.) O X X X I o w o QwOpo w zoz m�z w g Q i)_0 wgym U. Pw zl-3: _ 0 U U Hz0 ..........__................__.—__.....____..............._..___._._._._ ¢ 1- IL p O w z >_ Ww> pmO- i i t- Opt->�5�U� ANCHOR LAYOUT-(FIN) w LL N w Un o w w w ANCHOR LAYOUT-(FLANGE) a z=d 0 O O w1-00- off as Hz- - 0 (L !�� Qr10RF � ..T p� 5 NSG �p..LC E �;..•Qy v:• No 5S2bi ' STATE OR :'w 9 c�A C O R 1 �t�+� S% �y4l'p by ON,A� t� 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. f�" 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL N TA TI N N H R t.US BE ADE F R PROT C E 4 IT ACO R SON RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 _ SPECIFIED IN TABLE 1,SHEET 6. - _ PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: TEF 10/1-1/13 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. o`wo u"----REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH-REQUIREMENTS.AS SHOWN IN TABLET,SHEET 6. CONCRETE-AND MASONRY SUBSTRATES MAY-NOT-BE-CRACKED.----- --- ------- CN/5-869 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: 9(fk — SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1.25 5 OF 6 MIN.EMBEDMENT - (/ fJ/](�9�,i/il • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 114"MAX.SHIM--- - SEE TABLE 1 MIN.EDGE DIST. WMIN.EMBEDN4)ENT SUBSTRATE SEE TABLE 1 SEE TABLE 1BY OTHERS1900 SW 44TH AVE. SEE TABLE 1OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS- ----- -----� 114"MAX.SHIM WWW.CWS.CC — SEE TABLE 1 — MIN.EMBEDMENT MIN.EDGE DIST., PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLER I INSTALLATION ANCHOR - $ZOO PVC INSIDE AND OUT - _( SEE TABLE I HORZ.SLIDER SEALANT BEHIND 7A FLANGE BY INSTALLER SEE TABLE 1 IMPACT 1/4"MAX.SHIM Q ¢ ? 0 azo aPERIMETER SEALANT 2 w o a 1--0 w PERIMETER SEALANT 6Y INSTALLER W Z O Z of I_Z F- BY INSTALLER INSIDE AND OUT O F w§Z Oaf ?�,_ INSIDE AND OUT -- INSTALLATION ANCHOR, Z Z=2 a=W p O SEALANT BEHIND SEE TABLE 1 O 0 F-O U a=F-M INSTALLATION ANCHOR---— - FLANGE BY INSTALLER SEALANT BEHIND 0 O(D�Z--=)Q- /-C'\ LL F'co 6- SEE SEE TABLE 1 � FIN BY INSTALLER Z OZ o 0 -I.- U- �61 HORIZONTAL SECTION ! \ HORIZONTAL SECTION a I--.Z LL�O O LL Z 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE � M 3 O F-F-h=-Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATION W 0xa:O r>_n W O W I' nW O.jmF- 0 114"MAX.SHIM per, F- d d SEALANT BEHIND FLANGE BY INSTALLER P T y PERIMETER SEALANT MIN.EMBEDtdENT +J Y IN INSTALLER SEETABLE1 S*. Na 56201 INSIDE AND OUT SUBSTRATE BY OTHERS- p: STATE OF .�W� SEE TABLE 1 II �sC O R IL""p'Q��� ---"-F—MIN.EDGE DIST. SEE TABLE 1 ``gtS1VIVA`l ��,` �1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I:APPROVED INSTALLATION FASTENERS a 9/22/2017 FRAME TYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMB ENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER — NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16°ELCO ULTRACON k, 1" 1, INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" s Box FRAM[INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" MEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD.SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG U:- REV.: 118"ALUM.(60"u3-T5 MIN.)OR . - - #10 GRADE -TAPPING/ FULL THREAD__ -._._ INSIDE AND OUT,-FULL PERIMETER,-BY-INSTALLER:- - - CWS-869 C -- -FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -. FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET 1:2 6OF6