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Home My WebLink AboutAPPROVED NOA - Windows CWS DH 6500 FL Approval 17792 11/23/2020 Florida Building Code Online Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr a Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �OFFICEOFTHE FL# FL17792-R4 SECRETARY Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8Hoel%2fXXcLXLeS31X%2bSPaVyTOKs7p67ahxXw%3d%3d 1/2 11/23/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/03/2019 Date Validated 05/07/2019 Date Pending FBC Approval Date Approved 05/13/2019 Date Revised 07/31/2020 Summary of Products FL# Model,Number or Name Description 17792.1 DH-6500 Impact Vinyl Double Hung DH-6500 Vinyl Double Hung,Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17792 R4 C CAC 138-1335.pdf Approved for use outside HVHZ:Yes FL17792 R4 C CAC 138-1355.pdf Impact Resistant:Yes FL17792 R4 C CAC 138-545.pdf Design Pressure: N/A FL17792 R4 C CAC 138-560.pdf Other: See installation detail for max. sizes and DP. WIND Quality Assurance Contract Expiration Date ZONE 3. Glass complies to ASTM E1300-04. 05/06/2022 Installation Instructions FL17792 R4 II CWS-1069C.PDF Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17792 R4 AE EvalReport1069C.pdf Created by Independent Third Party: Yes 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: ® tJ ® Ric Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8Hoel%2fXXcLXLeS31X%2bSPaVyTOKs7p67ahxXw%3d%3d 2/2 Document Title: Doc No: FRM B1-02 � 7 Structural Performance Rev No: 7 Page: 1 Of 1 KV_YSTON Certification CEfiTIFIGATIOH$,ENc. LJ Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 138 - 1335.0 Issue Date: 5/27/2015 Revision Date: 5/3/2019 Expiration Date: 5/6/2022 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 6500 Fin/Flange Frame Impact Double Hung 1900 SW 44th Avenue Operator Type: H Ocala, FL 34474 Config: All, GS-5/16" Ann Lami IG USA Max Width: 53 Max Height: 76 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG45 1349x1930 (53x76)-Type H Qualifying Test Information: Test Report No: NCTL-210-3963-3/4 Test Report Expiration: 5/6/2022 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Document Title: Doc No: FRM B1-02 � 7 Structural Performance Rev No: 7 Page: 1 Of 1 KV_YSTON Certification CEfiTIFIGATIOH$,ENc. LJ Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 138 - 1335.0 Issue Date: 5/27/2015 Revision Date: 5/3/2019 Expiration Date: 5/6/2022 Company Code: 138 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. Licensee Information: Product Information: Custom Window Systems, Inc Model: 6500 Fin/Flange Frame Impact Double Hung 1900 SW 44th Avenue Operator Type: H Ocala, FL 34474 Config: All, GS-5/16" Ann Lami IG USA 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 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 WWW.KEYSTONECERTS.COM Document Title: Doc No: FIRM B1_43 Impact Performance Rev No: 4 Page: 1 Of: 1 V-YSTp pCertification �613TIFICQTION S.FNC. U Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 545 Issue Date: 5/27/2015 Revision Date: 5/3/2019 Expiration Date: 5/6/2022 Company Code: 138 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. Licensee Information: Product Information: Custom Window Systems, Inc Model: 6500 Fin/Flange Frame Impact Double Hung 1900 SW 44th Avenue Operator Type: H Ocala, FL 34474 Config: All, GS-5/1611 Ann Lami IG USA Max Width: 53 Max Height: 76 Corresponding Structural CARs: 138-1335.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-05/09 Missile Level D, Wind Zone 3, DP=+/-45, 53x76 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 WWW KEYSTONECERTS.COM Document Title: Doc No: FIRM B1_43 Impact Performance Rev No: 4 Page: 1 Of: 1 V-YSTp pCertification �613TIFICQTION S.FNC. U Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 560 Issue Date: 9/30/2015 Revision Date: 5/3/2019 Expiration Date: 8/20/2022 Company Code: 138 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. Licensee Information: Product Information: Custom Window Systems, Inc Model: 6500 Impact Double Hung 1900 SW 44th Avenue Operator Type: H Ocala, FL 34474 Config: All, GS-5/1611 Ann Lami IG USA Max Width: 48 Max Height: 72 Corresponding Structural CARs: 138-1355.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-05/09 Missile Level D, Wind Zone 3, DP=+/-50, 48x72 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 WWW KEYSTONECERTS.COM URNER 2428 Old Natchez Trace Trl. Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 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 61 G20-3.005 (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. r`-, STAT F OF ;' 5/7/2019 o ' .; tit.= Lucas A. Turner, P.E. #. *••••' ` FL PE #58201 ' 4F3�O A y GENERAL NOTES: DOUBLE HUNG - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED a4lggom-Eq TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT WINDOW SYSTEMS EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE. ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 WWW.CWS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS. 54 3/8" 49 1/4" FLANGE WIDTH FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 6500 PVC 531/8" 48" DOUBLE HUNG MAX UNIT WIDTH MAX. UNIT WIDTH 3. CONFIGURATIONS: "X/X". 48 15/16" 43 13/16" IMPACT MAX. UPPER SASH WIDTH MAX. UPPER SASH WIDTH 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND Z 46 1/4" 41 1/8" Q 3:GLASS TABLES ASTM E-1300-04e01/09. Q — z O GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER p w O U) w p p q INFILTRATION TEST PRESSURE AND GLASS TABLES w z O Z � ~ z �-- ASTM E-1300-04e01/09. p Q U) O 0� 3: m_ Pw Z � � g = z z = � Q � I 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED O O 1- 0 U Qo_ = O I IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR U U U) 1-- z P U DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR 0 O D — z U 35 15/16" WOOD ANCHOR CALCULATIONS. Q z U U) Z O w U MAX. 3315/16" O � O � OZ 77 1/4" UPPER X 33 3/8" MAX 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q � >- � U — Z uj FLANGE SASH GLASS DLO UPPER X 31 3/8" NOT REQUIRED. 1-- O p � � O w O W HEIGHT HEIGHT B I B SASH GLASS DLO � z w O J U) �-- FLANGE HEIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM a — 2 a- fl� O g Co HEIGHT SEALANT USED AT FIXED MEETING RAIL AND JAMB. � _ I_ � w = Luc I__ D_ 0 � a_ 76" I 8. SERIES/ MODEL DESIGNATION DH-6500. MAX 72" ♦st&sIIJprrdpo UNIT B MAX 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ;PORE4tr )} # HEIGHT I 5 UNIT HEIGHT X= OPERABLE SASH - C'Sn ,' y 5 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR =F* No smoi 36 15/16" D 34 15/16" 31 3/8" LOCATION. MAX „ 5 MAX GLASS DLO = = LOWER SASH LOWER 333/8" SASH 11. EXTERNAL WEEP SLOT = 1/2 x 2-1/2" LOCATED 5" FROM BOTH :, STA7E OF FF # HEIGHT I GLASS DLO HEIGHT ENDS. 100+ '.. .-+rN IL I ��1lllli A q 5 46 1/4" 41 1/8" GLASS DLO GLASS DLO 49 15/16" 44 13/16" 5/7/2019 MAX. LOWER SASH WIDTH MAX. LOWER SASH WIDTH LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE IMPACT RATING DRAWN BY: DATE: SIZE RATING EMK 05/26/15 GENERAL NOTES & ELEVATIONS.....1 DWG#: REV.: SECTION VIEWS & GLAZING..............2 53-1/8" x 76" +/- 45 PSF EXTRUSIONS & B.O.M.........................3 LARGE MISSILE IMPACT CWS-1069 c ANCHOR SCHEDULE & NOTES..........4 48" x 72" +/- 50 PSF SCALE: SHEET INSTALLATION DETAILS.....................5 1:20 1 OF 5 uwo um® WINDOW SYSTEMS 22 24 8 28 19 28 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 0 ° 6500 PVC � DOUBLE HUNG 1 0 o IMPACT e 24 g 24 24 00o Q000 Q z 0 W O a pW p 30 - ------ 4 D Z W � p < C) ui o W ZOZ 0 � 33 H0 � z0of D z �- : z = � Q0� WOO 34 2 18 32 6 38 19 24 O O � OU < � � of 37 SECTION VIEW B-B p U) z z — D — z �- Du, 17 11 o < Q O � z O la- 00I�- `- 02i ❑ 16 W Lp � pw (nW 5 -- 24 O W H 0 a- x 11 a H a- �Lu � � 21 g 29 % V SOREIVj, "fo 27 12 11 24 01 #. ,.... ) #i 36 7/8" OVERALLNo 5mll •'+ � i'•'f.i 1/8" ANNEALED 7/16" AIRSPACE STATE OMF #'�rC 5/16" LAMINATED 0 .. � . `'1 1/8" ANNEALED k % ''+• . }r ''OW- 34 ❑ 090" DUPONT PVB INTERLAYER 7 1/8" ANNEALED 31 y 12 24 SIKAFLEX 552 OR r 15 21 36 PURFECT GLAZE"H" ❑ 14 5/7/2019 5/8" GLASS BITE LUCAS A. TURNER, P.E. FL PE #58201 13 3 2428 Old Natchez Trc Trl Camden, TN 38320 o n PH. 941-380-1574 O SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS AND GLAZING DETAIL ALTERNATE FIN FRAME DRAWN BY: DATE: 7Q EMK 05/26/15 DWG#: REV.: GLASS TYPE A CWS-1069 C 1:1 SCALE: SHEET 1:2 2 OF 5 PARTS LIST ITEM PART# DESCRIPTION FRAME CORNER MATERIAL VENDOR 4 1/8" 4 1/8" CONSTRUCTION 0�39(om.io 1 H-6121 HEAD, OUTERFRAME PVC ATN 2 H-6122 JAMBS, OUTERFRAME PVC ATN WINDOW �� 3 H-6123 SILL, OUTERFRAME PVC ATN 1900 SW 44TH AVE. 4 H-6130 TOP RAIL, UPPER SASH PVC ATN p Q OCALA, FLORIDA 34474 p 2 WWW.CWS.CC 5 H-6131 BOTTOM RAIL, UPPER SASH PVC ATN p 6 H-6132 SASH SIDE RAIL, UPPER SASH PVC ATN 7 H-6133 BOTTOM RAIL, LOWER SASH PVC ATN 4 1/16" 4 1/8" 0 6500 PVC 8 H-6134 SASH SIDE RAIL, LOWER SASH PVC ATN 1/16" CORNER WELD 9 H-6135 TOP RAIL LOWER SASH PVC ATNF p�� (ALL SIDES) DOUBLE HUNG p 8 10 P-3028 SETTING BLOCK RUBBER FRANK LOWE p IMPACT 11 P-3515 #8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL 12 P-4146 #8 X 3/4 PHIL FLAT TEK. STEEL FASTENAL Q z Q z 13 P-5420 WEEP COVER NYLON M&M p w w 0 U) 0 0 14 P-5085 WSTP, .355 X333BULB VINYL AMESBURY PVC FRAME HEAD PVC FRAME JAMB z w -1 0 Q z w H-6121 H-6122 w ZOz 0� - - �-- 15 P-5086 WSTP, .300 X 187BULB VINYL AMESBURY o Q U) � >- O 3 m 16 P-3783 LOCKS INTERLOCK z z = g Q � w O 0 17 P-3784 KEEPERS INTERLOCK 4 3/16" O O � O C� < T � � 18 P-5424 WSTP, .500 X 1.5" ADHESIVE BACK STRIP ULTRAFAB 0 Z - U) z Z �-- 5 U) 19 P-5392 SASH TILT LATCH NYLON CALDWELL z O O U U) z U 21 P-5396 PIVOT BAR SS CALDWELL (3) Q 3: w0 w T- z w0 22 P-5412 JAMB JACK STEEL MERCHANTS Q U) U ~ Z 24 P-3305 WSTP., .270 X 187 ULTRAFAB r 2 1/8 r 1 7/16" w O D � cn O w O w 25 S-2001 INTERLOCK RAIL ALUM ASCEND 1/16" 4 5 � z LL = a- � p U) 27 S-2003 REINF, BOT RAIL, UPPER SASH ALUM ASCEND 3 7/8" 1 7/16" 1/16" 1 1/2" _ ~ w = c i Ljj 28 S-2004 REINF, SIDE RAIL, LOWER SASH ALUM ASCEND �J 1/16" a ~ a- 0� 29 S-2005 REINF, TOP RAIL, LOWER SASH, & SIDE RAIL LOWER SAS ALUM ASCEND p p jt41Lti1t1rilir 30 S-2006 REINF, SASH TOP AND SIDE RAIL, UPPER SASH ALUM ASCEND pwOR # 31 S-2010 REINF, BOTTOM RAIL, LOWER SASH ALUM ASCEND PVC TOP RAIL UPPER PVC BOT RAIL UPPER * '�Q •} 32 S-2027 REINF, SIDE RAIL, UPPER SASH ALUM ASCEND H-6130 H-6131 33 S-6141 GLAZING BEAD PVC ATN ' #• fv� 5801 34 S-6142 SASH STOP PVC FRAME SILL # 35 BALANCERS - CONSTANT FORCE RT CALDWELL H-6123 36 HOTMELT SILICONE TRUSEAL 0'i. S1'A7E OF ,�4u3 37 GLASS SEE SHEET 2 ¥ `;' O n Jo.- NGN 38 P-5425 WSTP, .200 X 5/8" X 5/8" DUST PLUG ULTRAFAB 2 1/8" 1 1/2" 1 11/16" it*S`}(}j�A y t IN' 39 P-3218 SCREEN FRAME ALUM FLA SCREEN 1 7/16" 40 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 7 8 41 P-3228 SCREEN SPLINE DAPA I--- 6 42 P-3029 SCREEN LIFTS SUMMIT 1 7/16" 1 15/16" 1 15/16" 1 15/16" 1/16" 43 P-3033 ISCREEN SPRINGS FLA SCREENC3- 1/16" 1/16" 1/16" D 5/7/2019 PVC SSR UPPER H-6132 PVC BTM RAIL LOWER PVC SSR LOWER PVC TOP RAIL LOWER LUCAS A. TURNER, P.E. H-6133 H-6134 H-6135 FL PE# 58201 2428 Old Natchez Trc Trl 3/4" 1 5/16" 1 5/16" —1 3/16".. 1 3/16"— 1 5/16"�{ Camden, TN 38320 -1 3/16" PH. 941-380-1574 25 9/16 7 9/16 9/16 31 SHEET DESCRIPTION: T T 13/16" .062" 11/16 28 11/16 29 30 32 15/16" 1 093" � .062" � L J� BOM AND EXTRUSIONS 093" 062" 062" INTERLOCK REINFORCEMENT 093" REINFORCEMENT DRAWN BY: DATE: S-2001 S-2003 S-2004 REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT S-2005 S-2006 S-2027 S-2010 EMK 05/26/15 DWG#: REV.: CWS-1069 C LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 20, 23, 26 1:2 3 OF 5 0�39(om.ffl 6" MAX. (TYP.) MIDPOINT 4" MAX. (TYP.) 8" MAX. (TYP.) WINDOW SYSTEMS E. 6" MAX. (TYP.) SEE NOTE 2 4" MAX. (TYP.) SEE NOTE 2 OCA A, FLORIDAAV3 OCALA, LORI 34474 WWW.CWS.CC 6500 PVC 8" MAX. (TYP.) DOUBLE HUNG 14 1/2" X x IMPACT MAX. O.C. (TYP.) Z �MTG RAIL �MTG RAIL Z LU w� 0 0 Q � C 0 Z W W Z O Z � E z 0 4" 4" THRU FRAME H W Z O _ (TYP)� Z Z X (TYP.) �/ O OH Q O Qw � O INSTALLATION /� U UU) � za_ � U) a- ANCHORS(TYP.) p Z — U) Z U) Z OzU �jz � U — INSTALLATION >_ Q � OwOT_ OZ U ANCHORS(TYP.) 0� 2 Q I— Z Q U) U) I— DI— >- = 02i O w ILL � cnowcnw (n W 0J01-- ANCHOR LAYOUT - (FLANGE) D_ DO � Oz U) [NO SILL ANCHORS REQUIRED] ANCHOR LAYOUT- (FIN) O w= e' w LU U) [NOTE THRU FRAME ANCHORS] D_ D_ W' �}�4tii1�#1�ilir 41 +, Meld 5820� i.: ,ii STA7 E OF *F NOTES: #} f -NvjppA4 -x*t 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 y� 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. 5/7/2019 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 5. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" 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. EMK 05/26/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-1069 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 4 OF 5 MIN. EMBEDMENT SUBSTRATE 0�639(om.fflTYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS 1/4" MAX. SHIM WWW.CWS.CC SEE TABLE 1 O MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT 0 SEE TABLE 1 6500 PVC PERIMETER SEALANT INSTALLATION ANCHOR - BY INSTALLER SEE TABLE 1 n DOUBLE HUNG INSIDE AND OUT / SEALANT BEHIND �� SEE TABLE 1 EDMENT IMPACT FLANGE BY INSTALLER ❑ n Q z aZ0 LSoo ❑ PERIMETER SEALANT z 0 W 0 Q � 0 Lu 0 D W PERIMETER SEALANT BY INSTALLER Z O Z ~ ZI-- Qooe INSIDE AND OUT 0 U) - O � � co BYINSTALLER LL w Z 1-- 3: 2 _ INSIDE AND OUT INSTALLATION ANCHOR Z Z = Q0� w O O SEE TABLE 1 O OHO Q = � � INSTALLATION ANCHOR SEALANT BEHIND U U U) 1-- U 0_ 1-- U) a- SEE TABLE 1 FLANGE BY INSTALLER FIN SEALANT BY BEHIND 0 Z - U) Z Z I-- � U) Q OZUu) ZDUU HORIZONTAL SECTION C HORIZONTAL SECTION 1-- - LL 2 O O w Z �5J TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE � 2 Q O H 1- � O — HEAD AND SILL SIMILAR FOR FIN INSTALLATION < � � H U) 0 � O U) OD CONTINUOUS DBL 1/4"BEAD OF SEALANT NOTE: ADDITIONAL THRU-FRAME ANCHORS E Z i w O J U) � AROUND PERIMETER @ ALL INDICATED D_ — _ D_ � O U) POINTS BETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DIET. B/5) REQ D AT MTG RAIL . O w I-_ 0 W = BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. w 1: a_ Lu � w �4ILII1i1�1/� SEALANT BEHIND 1/4" MAX. SHIM FLANGE BY INSTALLER heloS$ ,f�1 .: PERIMETER SEALANT -u BY INSTALLER 'P: STA7 E OF F'411 Z INSIDE AND OUT 0 SUBSTRATE BY OTHERS , + O n 1 'FCr\ SEE TABLE 1 � +� ++• q VERTICAL SECTION TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED �❑ 7 D 5/7/2019 TABLE 1: APPROVED INSTALLATION FASTENERS LUCAS A. TURNER, P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FL PE# 58201 O FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 2428 Old Natchez Trc Trl FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" BY INSTALLER Camden, TN 38320 INSIDE AND OUT PH. 941-380-1574 FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" (D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" 5 BOX FRAME INSTALLATION 3/16" ITW TAPCON SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" 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: 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 05/26/15 FLANGE 33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ( ) - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD 7/16" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1069 C 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 50F5