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HomeMy WebLinkAboutAPPROVED NOA # 6890.1 Florida Building Code Online https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQw... Business & Professional Regulation BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida ����� r Product Approval `! w USER:Public User p ,� Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL6890-R7 SECRETARY Application Type Revision Code Version 2020 Application Status proved Comments public comment;Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Archived El Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 07/21/2028 Validated By Steven M. Urich, PE o Validation Checklist- Hardcopy Received Certificate of Independence FL6890_R7_COI EvalReport161E.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-17 2017 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6890_R7_Equiv_8400 LM Equivalency.pdf 1 of 2 12/29/2020,3:19 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/07/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 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_R7_II_CWS-161E.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/-67.5 FL6890_R7_AE_EvalReport161E.pdf 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. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have One.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® 0:1 FOR �`— Credit Card Safe 2 of 2 12/29/2020,3:19 PM URNER 2428 Old Natchez Trace Trail Camden,TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161E August 03,2020 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass 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 of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 7fl' Edition(2020)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,PE,at 2428 Old Natchez Trc Trl,Camden,TN 2) Approval drawing CWS-161E,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1, -lA,-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-161E, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161E. 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-161E • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray Butacite PVB Interlayer per Miami-Dade NOA 19-0305.02t • Requires Quanex or Vela white rigid PVC framing per Miami-Dade NOA 17-0206.10t or 17- 0228.04t t I have evaluated the Interlayer and framing materials in these Kuraray,Quanex,and Veka NOAs and find that they comply with the requirements of the 7`h Ed. (2020)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. IIIIIIII//// A. Lucas Turner * S 2020.08.0b �; N©' *201 8/03/2020 15:08:54 A{ Aug Lucas A. Turner, P.E. of STATE -05'00' ' OF FL PE#58201 CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: a6,71Dgx" 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 381E 381/4" WWW.CWS.CC MAX.OVERALL AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" 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 oO GLASS TABLES ASTM E-1300-04e01/09. Z w J o ¢F o w POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w Z O Z m INFILTRATION TEST PRESSURE,AND GLASS TABLES � a.,3>O m:m 731/4" _ __ _ I� Fw ZF��= ASTM E-1300-04e01/09. Z Z x 2 a m OVERALL O OU)OZCLF-Wa FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN U)? HEIGHT MAX4 THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION Z O z U z U- OVERALL B B DETAIL,WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD < ¢Z w w O OO z X FLANGE ANCHOR CALCULATIONS. m O I— HEIGHT \ F 0 O I}_>-D 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w Ow w w U)0 w in w NOT REQUIRED. a =6- fr p�co 72" X 65 1/2„ 63" X ss vz° � _~a w MAX. GLASS MAX. GLASS 7 ALL FRAMES AND VENTS FULLY WELDED. a F d UNIT \ DLO DLO HEGHT HEIGHT 8.SERIES/MODEL DESIGNATION CA-8400. I B / 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: �p��� alrU ��iZi 6 MAX X=OPERABLE SASH 7 " SASH MAX. \ g HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR * *� SASH / LOCATION. No.5820, HEIGHT s STATE of ?�` Lucas Turner 2020.08.06 �i1111tw LL A rrrllnl�� 14:56:44 30 1/2„ 6 GLASS DLO -05'00' 301/2„ — RIGHT HINGED-SHOWN a/os/2o2o GLASS DLO LEFT HINGED-OPPOSITE LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 2428 Old Natchez Trc TrI Camden,TN 38320 PH.941-380-15744 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS _ DRAWN BY: DATE: _ GENERAL NOTES&ELEVATIONS.......1 Z 37 X 63� +/ AIDE 05/05/07 GLAZING DETAILS.................................2 HVHZ +/- 67.5 PSF SECTION VIEWS....................................3 LARGE MISSILE IMPACT DWG#: REV.: EXTRUSIONS&B.O.M...........................4 _ 2 + - CWS-161 E ANCHOR SCHEDULE&NOTES............5 37 X 72 INSTALLATION DETAILS.......................6 HVHZ +/- 67.5 PSF SCALE: SHEET 1:15 1 OF6 (a6'710gx.ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT 7/8"OVERALL 7/8"OVERALL IMPACT 1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED 7/16"AIRSPACE 7/16"AIRSPACE Q Z 3: <Z O 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS Z W W O Q F Z W Z Z0Z W ZOZ CC--F- 1/8"ANNEALED 1/8"HEAT STRENGTHENED LL F W Z O��_ Z Za: <CCW00 .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER O O H O'j Q=F CC U Qy FZ WFWd 1/8"ANNEALED 1/8"HEAT STRENGTHENED 0 Z j—Z I—Z)cn Q OZ00Z0 0 QUANEX DURASEAL or, QUANEX DURASEAL or, �—W�O LL Z CARDINAL XL EDGE or, CARDINAL XL EDGE or, <Q O F—F O— KODISPACE 4SG TPS KODISPACE 4SG TPS F Er F} ?�O I.G.SPACER I.G.SPACER W O w u)0 w w W 3 PURFECT GLAZE"H" 3 PURFECT GLAZZE"H" p W F O 0-1: } m = a Lu 3:W� a F- a 46 1/2"GLASS BITE 46 1/2"GLASS BITE * 13 * 13 \\llNlilill��� I i z9 No.58201 W STATE OF ?�` /11illtllll\� GLASS TYPE A GLASS TYPE B 8/05/2020 LUCAS A.TURNER,P.E. FL PE#58201 2428 Old Natchez Trc Trl Camden,TN 38320 PH.941-380-15744 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY: DATE: LASS TYPE ADE 05/05/07 MAX UNIT DWG#: REV.: 37" x 63" +67.5 A Cws 161 E 37" x 7 + . B SCALE: SHEET 1:1 20F6 (a6'710gx.ffl WINDOW SYSTEMS 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 9 221 11 50 49 48 0 0 0 8400 PVC 15 � 0 32 CASEMENT MPACT 46 18 15 1 46 U u 18 a ¢ZO 41 �D 1�nla Z WJ9 ¢FEW 9 ° IrUV/II 2 Zw§>-OMM3:E w ~w�Z~woo 51 �� z Zx0(j< 51 �® 4 31 8 51 52 ,2 514 9 18 3 0 OUyF-Z0-FWd a6 SECTION VIEW B-B Z 0ZUviZ�Ucn a 00-Z Z)- 4 Y ¢�ww-20— 3 Z 52 0 a Irr 1--}Er /-ow�w rr 12 _~� w=0C� a F a mid INTERIOR alrU //i/�' ao z9 No.58201 10 BSTATE OF ,'lOR,O"' `�\�� 13 51 �J 24 — \ 36 8/05I2020 0 49 5 _^— � LUCAS A.TURNER,P.E. �`� FL PE#58201 DOD o DOD 2428 Old Natchez Trc Trl 2 -- -- Camden,TN 38320 46 39 PH.941-380-15744 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 E 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET 1:2 30F6 ITEM PART# DESCRIPTION PARTS LIST MATERIAL FRAME AND /J� �� e 1 H-6235 FR.,CASE.,MAIN,HEAD PVC 31/8 SASH CORNER /!V 2 H-6235 FR.,CASE.,MAIN,SILL PVC CONSTRUCTION WINDOW SYSTEMS 3 H-6235 FR.,CASE.,MAIN,JB.,RIGHT PVC 1900 SW 44TH AVE. 4 H-6235 FR.,CASE.,MAIN,JB.,LEFT PVCA 1 OCALA,FLORIDA 34474 5 H-6235 FR.,CASE.,W/FIN PVC9 WWW.CWS.CC 6 H-6234 SASH,CASE.,TOP RAIL PVC 29/32' 52 7 H-6234 SASH,CASE.,BOT.RAIL PVC 324 i 8 H-6234 SASH,CASE.,SIDE RAIL,HINGE PVC 8400 PVC 9 H-6234 SASH,CASE.,SIDE RAIL,LOCK PVC PVC GLAZING 10 H-1592 SCREEN RAIL,SIDE/BTM ALUM -1/16" BEAD CORNER WELD CASEMENT 11 H-1593 SCREEN RAIL,TOP/SIDE ALUM S-6237 (ALL SIDES) IMPACT 12 GLASS SEE SHEET 2 1:8 13 P-5615 SET.BILK.,85 DUR.,1/8"X 1"X2"LG. RUBBER 14 P-3029 SCREEN LIFT-OUT FLANGE Q Z ¢Z 3:16 P-3195 SCREEN SPRING,NO HOLE TENSION S-6235 z w J OO W w o w 17 P-3197 SCREEN CORNER KEY NYLON w Z Q Z m H-Z w 18 P-5573 WSTP.,BULB,HOLLOW,T-SLOT,.187 X.358 RUBBER 2 11/32" g ¢rn§}O C<3 m 21/32" Z Z22aCCwp0 19 P-3228 SCREEN SPLINE,.155 DIA,BILK ��-- yy 7/16" LL H w Z F��_ 20 SPACER,SEE SHEET 3 D O O O z 0-=F CC 21 P-3342 SEAM SEALER,SM-5504 SILICONE 1/16 49 46 Up Z��Z z d 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH �C 6 1/16" 1/16" Z O Z U vi Z Z)U- 23 PURFECT GLAZE"H",SIKAFLEX552 21/4" i7 ¢ �-w O O LL Z 24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW I I 8 COIL,.062 X.656 COIL,.05 X.437 2 Q O F I-F z 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS o P-4491 P-4050 F Er oC F} ?�O 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW SS C3 9 oCrnowtnw w rn w Lu- � 27 P-3613 CWS LBL.(LOGO) a X:a- ItO co 28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB PVC CS SASH C) = Cr. w 3:w rn 29 P-5588 CAP PLUG,1/2"HOLE NYLON S 6234 a F O Lux d} a CC 30 P-3881 TEMPORARY LBL.(NFRC/DP) 31 P-3940 SNUBBER,SS,PVC 17/32„ 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. SS 17/32" 1l11lili/f HDWE.LOCK) SS 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTOO HDWE. ((Use w/P-4006) SS }T 1D 11 ���\\\V�, A.rU 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE,WHITE SS9/32" 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) SS *� No.58201 *� 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") SS �9s 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. SS SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE ax- * ` 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) NYLON H-1592 H-1593 STATE OF 40 P-4053 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ZINC % r q 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) SS 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) SS 3 1/8 /�lrlNAL7"�\\ 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROTO HDWE. SS 3/4"�- y 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY CA HGT.) SS 51 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD ALUM Q- (5� 11/16 3/32" 47 P-4043 STRIKE,MULTIPOINT NYLON 8/05/2020 48 P-4146 #8 x 3/4"PH FLAT TEK,SS SS SASH REINF. 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD ALUM S-1505 LUCAS A.TURNER,P.E. 50 -4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS SS FL PE#58201 S 51 -1505 REINF.CASE.SASH ALUM 4 1/2" 0 2428 Old Natchez TrC Trl 52 S-6237 GLZ.BD.,7/8" PVC 1/16 Camden,TN 38320 �70 Oo0 PH.941-380-15744 0 SHEET DESCRIPTION: PVC CS FRAME FIN BOM AND EXTRUSIONS S-6235 DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-161 E SCALE: SHEET NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 8"MAX.O.C.(TYP.) // f//]((10gx"I /,,(/i{ 12 1/2"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 yytN�yy SYSTEMS �ILI7�l�ljl�/iJyi'� 6"MAX.(TYP.) 4"MAX.(TYP.) 6"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 12 1/2"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 4"MAX.(TYP.) SEE NOTE 2 6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) WWW.CWS.CC 6"MAX.(TYP.) / (TYP.)O.C. / CASEMENT MAX.YPMAX. .c.O.C.o.c. ' / IMPACT (TYP.) / / / (TYP.) Q Z 3: QZ� X 14 MAX. — �( Z WJ0 ¢FEW MAX.O.C. „ w Z O Z m~ t (TYP.) „ CF _ 0 � WZMp2 INSTALLATION ZZ=oQ<mOO O�OZmANCHOR(TYP.) D­F W a INSTALLATION \ \ \ Z Z O, S-Z I-D w ANCHOR(TYP.) O Z U oU INSTALLATION Q F—oMpOLLZ ANCHOR(TYP.) \ W� >_ ZQ rr Ccj� Z� } WnW�O W0 a Cr =rm w�Wcn 6"THRU FRAME ANCHOR d ~ a m 6"THRU FRAME ANCHOR d HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" A.TU%�////` it I i z9 No.58201 �703 �iM� °Wr STATE OF NOTES: cif 8 Zosto". 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. / A4\��\\` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/05/2020 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 2428 Old Natchez Trc Trl 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 Camden,TN 38320 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-15744 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. AIDE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 E FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 50F6 MIN.EMBEDMENT (l rll7C�7�//� °�/�(/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE �!(�.�'71 L�/�/���J� BYOTHERS WINDOW SYSTEMS . .1/4"MAX SHIM SEE TABLE 1 MIN EDGE DIST SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 7 vj _7� SEE TABLE 1 WWW CWS.CC SUBSTRATE BY OTHERS p0� MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8400 PVC BY PERIMETER REALANT SEE TABLE 1 INSTALLATIOSEE TABLE 1 ANCHOR a CASEMENT INSIDE AND OUT MIN.EMBEDMENTIMPACT SEALANT BEHIND — 1/4"MAX SHIMFLANGE BY INSTALLER Q Z � QZOPERIMETER SEALANT ~ 0 LD O Q F 0 W Z wJ0PERIMETER SEALANTBYINSTALLER w ZOZ CC zH- INSIDE AND OUT UJ }O rr�m BY INSTALLER L� F W Z F��_ INSIDE AND OUT INSTALLATION ANCHOR Z Z x 2¢[C w O O SEALANT BEHIND SEE TABLE 1 O O�O cj¢w F�a FLANGE BY INSTALLER SEALANT BEHIND 0 Z—Co Z Z CO FIN BY INSTALLER Z O Z U!/j Z U— INSTALLATION ANCHOR INTERIOR �g� HORIZONTAL SECTION �� HORIZONTAL SECTION Q �—w�O Z SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 < 0 ~O Z 1 } ¢� w—x0— \� TYPICAL FIN ANCHORAGE Q �Q}~U � HEAD AND SILL SIMILAR FOR FIN INSTALLATION F F} O Lu Z�w�OWtCnH NOTE:ADDITIONAL THRU-FRAME ANCHORS a x 6- x 0 g wF 0 0-1: } (AS SHOWN IN DIET B/6)REQ'D AT THE HINGE x x w 3 w U SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a ~ a x d 0 SEALANT BEHIND .i1: 1/4"MAX SHIM ,�tlN1IlI/f7 FLANGE BY INSTALLER O 0. PERIMETER SEALANT MIN.EMBEDMENT `*� *� BYINSTALLER MIN. LEI No.58201 INSIDE AND OUT SEE 01 STATE OF SUBSTRATE BY OTHERS k<OR+Ov' ? SEE TABLE 1 MIN. TDG EDIST. SEE AIlto4" SEALANT UNDER SCREW A VERTICAL SECTION o HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE �a 8/05I2020 TABLE 1:APPROVED INSTALLATION FASTENERS I�IIUII LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE 2.0 KSI MIN. 3/16"f1W TAPCON 1-112" 1-1/8" PERIMETER SEALANT 2428 Old Natchez Trc Trl FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"fTW TAPCON 1" 2" BY INSTALLER Camden,TN 38320 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-15744 �p1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" �6J BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"f W TAPCON 1 3/8" 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 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16„ UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 E 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6