HomeMy WebLinkAboutWindow CWS DH 6500 FL Approval 17792Document Title: Doc No: FRM B1-02
Structural Performance
Certification
Authorization Report
Rev No: 7 Page: 1 Of: 1
Required By: PRO B1-03
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
138 -1335.0
5/27/2015
5/6/2022
138
CAR & Product ID Number:
Issue Date:
Expiration Date:
Company Code:
Licensee Information: Product Information:
Model:6500 Fin/Flange Frame Impact Double Hung
Operator Type:H
Max Width:53
Max Height:76
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG45 1349x1930 (53x76)-Type H
Config:All, GS-5/16" Ann Lami IG
Qualifying Test Information:
Test Report No:NCTL-210-3963-3/4
Test Report Expiration:5/6/2022
Authorized Signature:Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
Revision Date:5/3/2019
Custom Window Systems, Inc
1900 SW 44th Avenue
Ocala, FL 34474
USA
www.keystonecerts.com
Document Title: Doc No: FRM B1-02
Structural Performance
Certification
Authorization Report
Rev No: 7 Page: 1 Of: 1
Required By: PRO B1-03
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
138 -1335.0
5/27/2015
5/6/2022
138
CAR & Product ID Number:
Issue Date:
Expiration Date:
Company Code:
Licensee Information: Product Information:
Model:6500 Fin/Flange Frame Impact Double Hung
Operator Type:H
Max Width:53
Max Height:76
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG45 1349x1930 (53x76)-Type H
Config:All, GS-5/16" Ann Lami IG
Qualifying Test Information:
Test Report No:NCTL-210-3963-3/4
Test Report Expiration:5/6/2022
Authorized Signature:Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
Revision Date:5/3/2019
Custom Window Systems, Inc
1900 SW 44th Avenue
Ocala, FL 34474
USA
www.keystonecerts.com
Document Title: Doc No: FRM B1-43
Impact Performance
Certification
Authorization Report
Rev No: 4 Page: 1 Of: 1
Required By: PRO B1-03
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
138 -545
5/27/2015
5/6/2022
138
CAR & Product ID Number:
Issue Date:
Expiration Date:
Company Code:
Licensee Information: Product Information:
Model:6500 Fin/Flange Frame Impact Double Hung
Operator Type:H
Max Width:53
Max Height:76
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-05/09 Missile Level D, Wind Zone 3, DP=+/-45, 53x76
Config:All, GS-5/16" Ann Lami IG
Qualifying Test Information:
Test Report No:NCTL-210-3963-3/4
Test Report Expiration:5/6/2022
Authorized Signature:Keystone Certifications, Inc.
145 Limekiln Rd., Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
Corresponding Structural CARs:138-1335.0
Revision Date:5/3/2019
Custom Window Systems, Inc
1900 SW 44th Avenue
Ocala, FL 34474
USA
www.keystonecerts.com
Document Title: Doc No: FRM B1-43
Impact Performance
Certification
Authorization Report
Rev No: 4 Page: 1 Of: 1
Required By: PRO B1-03
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
138 -560
9/30/2015
8/20/2022
138
CAR & Product ID Number:
Issue Date:
Expiration Date:
Company Code:
Licensee Information: Product Information:
Model:6500 Impact Double Hung
Operator Type:H
Max Width:48
Max Height:72
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-05/09 MIssile Level D, Wind Zone 3, DP=+/-50, 48x72
Config:All, GS-5/16" Ann Lami IG
Qualifying Test Information:
Test Report No:NCTL-210-3964-9/10
Test Report Expiration:8/20/2022
Authorized Signature:Keystone Certifications, Inc.
145 Limekiln Rd., Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
Corresponding Structural CARs:138-1355.0
Revision Date:5/3/2019
Custom Window Systems, Inc
1900 SW 44th Avenue
Ocala, FL 34474
USA
www.keystonecerts.com
5/7/2019
Lucas A. Turner, P.E.
FL PE #58201
Evaluation Report 1069C
May 7, 2019
Product Description: Series 6500 PVC Double Hung, Large Missile Impact Wind Zone 3,
53 1/8” x 76” max. unit size +/-45 psf, or 48” x 72” max. unit size +/-50 psf
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 6th Edition (2017) Florida Building Code, not including the High Velocity
Hurricane Zone or Wind Zone 4. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 2428 Old Natchez Trc Trl, Camden, TN
2) Approval drawing CWS-1069C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3964-03/04/09/10, by National Certified Testing Laboratories,
Orlando, FL, with testing performed: ASTM E 1886 ‘05, ASTM E 1996 ‘05/09 (large
missile impacts in accordance with Wind Zone 3), and AAMA/WDMA/CSA
101/I.S.2/A440 ’08
4) Supplemental Calculations to support CWS-1069C, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-1069C.
Limitations of Use: This product:
May be used up to the sizes and daylight openings with glazing as indicated in CWS-1069C
Achieves design pressures of +/-45 psf in the 53-1/8”x76” unit size for flange and fin
Achieves design pressures of +/-50 psf in the 48”x72” unit size for flange and fin
Is Large Missile impact resistant and does not require the use of shutters
May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas
Requires Kuraray (Dupont) Butacite PVB Interlayer
Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
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.
URNER
ENGINEERING &
CONSULTING, INC.
T 2428 Old Natchez Trace Trl.
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779
6500 PVCDOUBLE HUNGIMPACTCWS-1069CEMK05/26/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:20SHEET1 OF 5LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED. TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS.....1SECTION VIEWS & GLAZING..............2EXTRUSIONS & B.O.M.........................3ANCHOR SCHEDULE & NOTES..........4INSTALLATION DETAILS.....................553 1/8"MAX UNIT WIDTH54 3/8"FLANGE WIDTH48 15/16"MAX. UPPER SASH WIDTH77 1/4"FLANGEHEIGHT76"MAXUNITHEIGHT35 15/16"MAX.UPPERSASHHEIGHT36 15/16"MAX.LOWERSASHHEIGHT49 15/16"MAX. LOWER SASH WIDTH46 1/4"GLASS DLO 33 3/8"GLASS DLO 46 1/4"GLASS DLO 33 3/8"GLASS DLO A5B5 GENERAL NOTES ANDELEVATIONSGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITYHURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.2. GLAZING OPTIONS: (SEE SHEET 2)3. CONFIGURATIONS: "X/X".4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTME-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTME-1300-04e01/09.5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB.8. SERIES / MODEL DESIGNATION DH-6500.9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.11. EXTERNAL WEEP SLOT = 1/2 x 2-1/2" LOCATED 5" FROM BOTH ENDS.DOUBLE HUNG - LARGE MISSILE IMPACTMAX. UNIT SIZEDESIGN PRESSURE RATINGIMPACT RATING53-1/8" x 76" +/- 45 PSF48" x 72" +/- 50 PSFLARGE MISSILE IMPACTC5XXAABBD541 1/8"GLASS DLO43 13/16"MAX. UPPER SASH WIDTH48"MAX. UNIT WIDTH49 1/4"FLANGE WIDTH73 1/4"FLANGEHEIGHT72"MAXUNITHEIGHT33 15/16"MAXUPPERSASHHEIGHT34 15/16"MAXLOWERSASHHEIGHTXX44 13/16"MAX. LOWER SASH WIDTH41 1/8"GLASS DLO31 3/8"GLASS DLO31 3/8"GLASS DLO5/7/2019
6500 PVCDOUBLE HUNGIMPACTCWS-1069CEMK05/26/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET2 OF 5LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED. SECTION VIEWS ANDGLAZING DETAILALTERNATE FIN FRAMESECTION VIEW A-A24333442437512271716119243131514731361111122121242424343029128286321919183828SECTION VIEW B-B24242236SIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE A1:17/8" OVERALL1/8" ANNEALED7/16" AIRSPACE5/16" LAMINATED1/8" ANNEALED.090" DUPONT PVB INTERLAYER1/8" ANNEALED5/8" GLASS BITE5/7/2019
6500 PVCDOUBLE HUNGIMPACTCWS-1069CEMK05/26/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET3 OF 5LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.CORNER WELD (ALL SIDES)1:8FRAME CORNER CONSTRUCTIONITEM PART # DESCRIPTION MATERIAL VENDOR1 H-6121 HEAD, OUTERFRAME PVC ATN2 H-6122 JAMBS, OUTERFRAME PVC ATN3 H-6123 SILL, OUTERFRAME PVC ATN4 H-6130 TOP RAIL, UPPER SASH PVC ATN5 H-6131 BOTTOM RAIL, UPPER SASH PVC ATN6 H-6132 SASH SIDE RAIL, UPPER SASH PVC ATN7 H-6133 BOTTOM RAIL, LOWER SASH PVC ATN8 H-6134 SASH SIDE RAIL, LOWER SASH PVC ATN9 H-6135 TOP RAIL, LOWER SASH PVC ATN10 P-3028 SETTING BLOCK RUBBER FRANK LOWE11 P-3515 #8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL12 P-4146 #8 X 3/4 PHIL FLAT TEK. STEEL FASTENAL13 P-5420 WEEP COVER NYLON M&M14 P-5085 WSTP, .355 X 333BULB VINYL AMESBURY15 P-5086 WSTP, .300 X 187BULB VINYL AMESBURY16 P-3783 LOCKS INTERLOCK17 P-3784 KEEPERS INTERLOCK18 P-5424 WSTP., .500 X 1.5" ADHESIVE BACK STRIP ULTRAFAB19 P-5392 SASH TILT LATCH NYLON CALDWELL21 P-5396 PIVOT BAR SS CALDWELL22 P-5412 JAMB JACK STEEL MERCHANTS24 P-3305 WSTP., .270 X 187 ULTRAFAB25 S-2001 INTERLOCK RAIL ALUM ASCEND27 S-2003 REINF, BOT RAIL, UPPER SASH ALUM ASCEND28 S-2004 REINF, SIDE RAIL, LOWER SASH ALUM ASCEND29 S-2005REINF, TOP RAIL, LOWER SASH, & SIDE RAIL LOWER SASHALUM ASCEND30 S-2006 REINF, SASH TOP AND SIDE RAIL, UPPER SASH ALUM ASCEND31 S-2010 REINF, BOTTOM RAIL, LOWER SASH ALUM ASCEND32 S-2027 REINF, SIDE RAIL, UPPER SASH ALUM ASCEND33 S-6141 GLAZING BEAD PVC ATN34 S-6142 SASH STOP35 BALANCERS - CONSTANT FORCE RT CALDWELL36 HOTMELT SILICONE TRUSEAL37 GLASS SEE SHEET 238 P-5425 WSTP, .200 X 5/8" X 5/8" DUST PLUG ULTRAFAB39 P-3218 SCREEN FRAME ALUM FLA SCREEN40 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN41 P-3228 SCREEN SPLINE DAPA42 P-3029 SCREEN LIFTS SUMMIT43 P-3033 SCREEN SPRINGS FLA SCREENPARTS LISTPVC FRAME HEADH-6121PVC FRAME JAMBH-6122PVC FRAME SILLH-6123PVC TOP RAIL UPPERH-6130PVC BOT RAIL UPPERH-6131PVC SSR UPPERH-6132PVC BTM RAIL LOWERH-6133PVC SSR LOWERH-6134PVC TOP RAIL LOWERH-6135INTERLOCKS-2001REINFORCEMENTS-2006REINFORCEMENTS-2003REINFORCEMENTS-2005REINFORCEMENTS-20104 1/8"4 1/16"1/16"4 1/8"4 1/8"1/16"3 7/8"4 3/16"1/16"2 1/8"1 7/16"1/16"1 7/16"1 1/2"1/16"1 7/16"1 7/16"1/16"2 1/8"1 15/16"1/16"1 1/2"1 15/16"1/16"1 11/16"1 15/16"1/16"3/4"13/16".062"1 3/16"9/16".093"1 5/16"1 1/16".093"1 3/16"9/16".062"1 5/16"15/16".093"4689253031NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED.LINE ITEMS NOT USED:20, 23, 26 BOM AND EXTRUSIONS123572729REINFORCEMENTS-2004REINFORCEMENTS-202732281 5/16"1 1/16".062"1 3/16".062"9/16"5/7/2019
6500 PVCDOUBLE HUNGIMPACTCWS-1069CEMK05/26/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:25SHEET4 OF 5LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.XXINSTALLATIONANCHORS (TYP.)ANCHOR LAYOUT - (FLANGE)[NO SILL ANCHORS REQUIRED]ANCHOR LAYOUT - (FIN)[NOTE THRU FRAME ANCHORS]SEE NOTE 24" MAX. (TYP.)8" MAX. (TYP.)4" MAX. (TYP.)8" MAX. (TYP.)6" MAX. (TYP.)6" MAX. (TYP.)MIDPOINT14 1/2"MAX. O.C.(TYP.) ANCHOR SCHEDULE ANDNOTESNOTES:1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.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 5.4. 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 BE PROTECTED TO PREVENT REACTION.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 SPECIFIED IN TABLE 1, SHEET 5.6. 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. INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQURE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL.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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)SEE NOTE 2XXINSTALLATIONANCHORS (TYP.)4" (TYP.)LCMTG RAILLCMTG RAIL4" THRU FRAME(TYP.)5/7/2019
6500 PVCDOUBLE HUNGIMPACTCWS-1069CEMK05/26/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET5 OF 5LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.VERTICAL SECTIONTYPICAL SILL ANCHORAGENO SILL ANCHORS REQUIREDA5B5HORIZONTAL SECTIONTYPICAL JAMB ANCHORAGEINSTALLATION DETAILSTYPICAL HEAD ANCHORAGEC5HORIZONTAL SECTIONTYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATIONMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 11/4" MAX. SHIM1/4" MAX. SHIMMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 11/4" MAX. SHIMMIN. EDGE DIST.SEE TABLE 1MIN. EMBEDMENTSEE TABLE 1PERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFIN BY INSTALLERINSTALLATION ANCHORSEE TABLE 1INSTALLATION ANCHORSEE TABLE 1INSTALLATION ANCHORSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1CONTINUOUS DBL 1/4" BEAD OF SEALANTAROUND PERIMETER @ ALL INDICATEDPOINTS BETWEEN FRAME AND SUBSTRATEBY INSTALLERSUBSTRATE BY OTHERSSEE TABLE 1FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8"FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2"FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1"FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2"FLANGE 2X MIN. SOUTHERN PINE (G=0.55)3/16" ITW TAPCONOR ELCO ULTRACON1-3/8" 7/8"FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8"FLANGE16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN)#10-16 HILTI KWIK-FLEX OR ITW TEKS SELF-DRILLING SCREWFULL THREAD THRU 0.060"7/16"FLANGE1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.)#10 GRADE 5 SELF-TAPPING / DRILLING SCREWFULL THREAD THRU 0.125"7/16"FIN 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-1/2" 1/2"TABLE 1: APPROVED INSTALLATION FASTENERSPERIMETER SEALANTBY INSTALLERINSIDE AND OUTFLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS.D5HORIZONTAL SECTIONBOX FRAME INSTALLATIONSIMILAR FOR HEAD AND SILL FOR BOX INSTALLATIONNOTE: ADDITIONAL THRU-FRAME ANCHORS(AS SHOWN IN DET. B/5) REQ'D AT MTG RAIL .SEE SHEET 4 ANCHOR LAYOUT.5/7/2019