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Home My WebLink AboutPRODUCT APPROVALS Florida Building Code Online https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQw... Business iProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b h -- Pr � �Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL13010-R1 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 public comment;Does not comply w/2411.1.11&Remove proprietary note .03/09/20 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 Fixed 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/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By 1 of 3 7/22/2020,3:53 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Product Approval Method Method 1 Option A Date Submitted 01/28/2020 Date Validated 01/28/2020 Date Pending FBC Approval Date Approved 02/06/2020 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010_R10 C CAC_138-1357_C1RO.pdf Approved for use outside HVHZ:Yes FL13010_R10 C CAC_138-1362_C1RO.pdf Impact Resistant:Yes FL13010_R10 C_CAC_138-562_C1R0.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2022 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM FL13010_R10_II_CWS-433D.pdf E1300-04. Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010_R10 AE EvalReport433D.pdf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010_R10 C CAC_138-261.pdf Approved for use outside HVHZ:Yes FL13010_R10 C CAC_138-705.pdf Impact Resistant:Yes FL13010_R10 C CAC_138-706.pdf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dip = +/-67.5 psf, Max. size 74 1/8"x 08/12/2022 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010_R10—IICWS-510C.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010_R10_AE EvalReport510C.pdf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010_R10 C CAC CAR 138-258.pdf Approved for use outside HVHZ:Yes FL13010_R10 C_CAC_CAR 138-481.pdf Impact Resistant:Yes FL13010_R10 C_CAC_CAR 138-482.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010_R10 II_CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010_R10_AE_EvalReport373C.pdf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"unit size- DP55,or 72"x 76"unit size-DP67.5(DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010_R10 C CAC_138-250_COR4.pdf Approved for use outside HVHZ:Yes FL13010_R10 C CAC_138-274_C1RO.pdf Impact Resistant:Yes FL13010_R10_C_CAC_138-730_C1RO.pdf Design Pressure: N/A FL13010_R10 C CAC_138-739_C1R0.pdf Other: Sizes up to 48"x 72"unit size at design pressures of FL13010_R10 C CAC CAR 138-1093.pdf +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010_R10 C CAC—CAR 138-1320_e2.pdf pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010_R10 C CAC—CAR 138-457.pdf HVHZ,with max. glass daylight sizes as shown in CWS-159E FL13010_R10 C_CAC_CAR 138-465.pdf Glass complies to ASTM E1300-04. FL13010_R10 C CAC CAR 138-534.pdf Quality Assurance Contract Expiration Date 04/29/2021 Installation Instructions 2 of 3 7/22/2020,3:53 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... FL13010_R10 II_CWS-159E.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010_R10_AE EvalReport159E.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.Cop fight 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: ® W Credit Card Safe 3 of 3 7/22/2020,3:53 PM URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 61h Edition(2017)Florida Building Code including the HVHZ. 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-159E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and-lA, and NCTL-210-3955-01 and-IA, from National Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202, 203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.02t in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.1 Ot 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 6ch 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. ++ ! .Lucas Turnero 2017-09-16 k 9/07/2017 07:24+20:00 -53� r�a-r � +µ Lucas A. Turner, P.E. FL PE #58201 PICTURE WINDOW=LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 0=09w WINDOW SYSTEMSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 49 1/4" MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 48" 72„ 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 45 1/8" 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. Q � Z ——————— I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o w p cINFILTR ¢n W 0 p I I ASTM EATION TEST 13 0 04e0 jpgRESSURE AND GLASS TABLES Z W o o ¢ W w zoz_ <t?w o rw�Z��gx 77 1/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z x M¢Of w 0 0 I MAX. I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 0 U a a OVERALL WINDLOAD � ZFF- 731/4' 1 RA . Z �MAX. LE ANCHOR CALCULATIONS. ZO O Oz U U)B 1 g HEIGHT I I } ¢-wwoOxOz OVERALL HEIGHT i 76„ I I 6 PRODUCT REQUIRED APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F w 0 U Z Uj I I w ooXU)OpwWw 72^ 1 UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a z=W o_1 U)� MAX. 1 O HEIGHT I I 0 W H O a d 2 >- UNT 8.SERIES/MODEL DESIGNATION PW-8300. a F w 3:wa HE GHT 1 I 1 I 73 1/8" I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '��suumrr► 69 1/8" 1 DLO I I O=FIXED SASH. *`lto►� pRELy T+i++� GLASS S I I .` �'CEngF��,/�� DLO I T 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARLOCATION. r No 582d]1 :�L Ic --—————————— I wp% STATE of :►u: 9/22/2017 LucasTu rner LUCAS A.TURNER,P.E. FL PE#58201 2017-09-22 1239 JABARA AVE. NORTH PORT,FL 34288 11:45-04:00 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ADE 05/05/07 " +/- GLAZING DETAILS.................................3 ANY 48" x 72 55 PSF SECTION VIEWS....................................4 DWG#: REV.: +/- EXTRUSIONS&B.O.M...........................5 NON-HVHZ 65 PSF LARGE MISSILE IMPACT CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 72 X 76 INSTALLATION DETAILS.......................8 HVHZ +/- 67.5 PSF SCALE: SHEET 1:20 1 OF 8 0=09w WINDOW SYSTEMS 1900 SW 44TH AVE. -_ OCALA,FLORIDA 34474 www.cws.cc 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") Q Z 0 3� ¢ZO ow FULL CIRCLE Z W-j o ¢�-lo W TOMBSTONE W Z O Z X~z r O QU)-)-OM�m_ LL F-W�ZI-�gx U UtnF-zaHt~na z O D-z�U� \ z U vi ¢�LLOw-MOz - w K Wz0 5Lw U)a O-1a) a � w�g Wa Cn a aI- 1/2 CIRCLE `'`�tio►�t117RP4y+TG,��. r' No 582a :�7} OCTAGON :v etc, TRAPEZOID p STATEAl NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL JA#RA AVE.RECTANGULAR WINDOWS ON SHEET 1. 123H PORT, IL 34 NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 0=09w WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8300 PVC PICTURE WINDOW IMPACT a z 3� az0 z WJn QFlow w z O z x t Z F O_ w �w�zl-�gx z zxm¢0fwpO 1"OVERALL 1"OVERALL O O O z D-H d 3/16"ANNEALED or TEMPERED 3/16"HEAT STRENGTH or TEMPERED Z Z O O U uj Z U LL 1/2"AIR SPACE 3/8"AIRSPACE Q 3:w0 w-�O Z 5116"LAMINATED 7/16"LAMI GLASS W O O Y p w O W 1/8"ANNEALED 3116"HEAT STRENGTH wa. ?=a x JO�rp O wHo wxxrn .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER d F a w�w a 1/8"ANNEALED 3/16"HEAT STRENGTH QUANEX DURASEAL ��tii��pt1ORE4y+T+i�i IG SPACER 6 QUANEX DURASEAL PURFECT GLAZE"H" 6 PURFECT GLAZE"H" A 5 `?.w EN gQ �r SIKAFLEX 552 IG SPACER SIKAFLEX 552 : y �r. N0 58201 :7} 10 1/2"GLASS BITE 10 1/2"GLASS BITE tC� 7 7 w`Q STATE N Apt`' GLASS TYPE A GLASS TYPE B 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 GLASS MAXSEE DRAWNBY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H AIDE 05/05/07 DP +/-55 A 48 X72 DWG#: REV.: CWS-159 E DP +/-67.5 B 72 X 76 SCALE: SHEET 1:1 3 OF 8 3 0=0 U CY• WINDOW SYSTEMS Illl��//II 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc INTERIOR 7 6 6 9 s 8300 PVC PICTURE WINDOW 0 8 6 IMPACT 7 7 1 Q z ¢z0 z wJo ¢Fl 10 w O Q O z}O�2 m w �w Zl� -�gx 0 oHo¢QwpO 11 0 z U) 8 9 -Z SECTION VIEW B-B z 10 11 11; (10) g z o z �o(6 p LL < w-mo- U w 0oxwowww K zDa 0-10E- a w�a W�gw a � a INTERIOR Flo►'P� r' No 58201 :7} :v etc, "9 STATE OF :1U: 10 A.TUR17 NER, LUCAS A.TURNER,P.E. 0 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION j=®M' ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS H9 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.cwS.cC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC ZCORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL/SIKA SILICONE ¢ z 3: a z o 0. 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-o ° w zpz ��?r 10 1 S-6064 JGLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC o �w§z Fo M 5 Im z zxmaw 11 GLASS SEE SHEET 0 Oro a=�° oz 3 1/8" 3 1/8" Q H z,2 zp O li Z > ¢3pw—x0— x gQ Fr!z 0 o w oo��0W°W -ZU) pJ�� 0 1 2 3 4 5 o _~� w�wU? 21/16" m 1/18" 1/16" `t"+< p RP 4Y•+ r pO pO 2 7/8" ?v: No 58201 ••.7) :frZ ' 17 9•, STATE OF 1 1/2" Spy. F A`.LC,� 4�1„ %fig••�o��?.••O�`�,` PVC FRAME FLANGE-H-60066 '•.,,�+C] p� �;a�` PVC FRAME FIN-H-6006A Z� 1/4" 9/22/2017 LUCAS A.TURNER,P.E. 1/16" 1/2' 3., FL PE#58201 7/8" 10 1239 JABARA AVE. 3/16" 5 NORTH PORT,FL 34288 PH.941-380-1-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 14"MAX.O.C.(TYP.) 0= 09w 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS 6"MAX.(TYP.) SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I 8300 PVC PICTURE WINDOW MAX O.C. INSTALLATION (TYP.) I INSTALLATION IMPACT I ANCHOR(TYP.) I ANCHOR(TYP.) MAX O.C. (TYP.) I I I Q Z 3�owo <z O p Z wJ0 I I I o z0? w§}OM5m z I zxm¢afwp0 I O ol�-0da=F_x O 0m - H�o I I o z�U)< -Z I I I Q -ZL)U)ZoLL0 I I w Oclx}juiow I I I -- I ---------- I a U)woo ` )�0 U)Zf- wx,0 wo �w>- WD ANCHOR PAY05PSFFLANGE) ANCHDP+A55OSF (FIN) •�`!tPCQ�•� Cr'w SF 'l,yr r' No 5820 :v etc, "9 STATE OF :4U: NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BEZ 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 8. 9/22/2017 LUCAS A.TURNER,P.E. 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 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 8. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE& 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 DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 7%0 SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 6 OF 8 0=09w WINDOW SYSTEMS 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) 7 5/8"MAX.O.C.(TYP.) EE NOTE 2 4"MAX,(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX.(TYP.) WWW.CWS.CC ——————————————_Ls_ ———TT————————————— I I I I I 8300 PVC 6" I PICTURE WINDOW 7 5/8" I MAX O.C. I I M PACT MAX D.C. (TYP.) (TYP.) I I I I a ? <Woo H ow0 QFow —INSTALLATION I INSTALLATION o U)Z Q }O a:5 m Q ANCHOR(TYP.) ANCHOR(TYP.) LL F w Z ZTM<Dfwoo OHO Q 2F-x I 0 Ocn�ZaPcna- I w ooa owww I I I 0 _~O w X>- I I I I a F- a aka ---------------- `lto►� pRE�r++T+i ++ ---------------- w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) No 582 1 "��7}� DP+/_65 PSF DIP+/-65 PSF �v- :tC� "9 STATE OF :�U: 0. NOTES: DrN'A'llyy*'3�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 LUCAS A.TURNER,P.E. 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 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 8. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE& 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 DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 7%o SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 7 OF 8 MIN.EMBEDMENT 0lfll(C�7�®J�)'L/df/d TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��9WSAYC4 UU(Y In\(l�r/I BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 WWW.CWS.CC SEE TABLE 1 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT - SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT 0 MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND n o FLANGE BY INSTALLER �p� 1/4"MAX.SHIM a z � a Z� ❑ PERIMETER SEALANT Z W J p Q W PERIMETER SEALANT BYINSTALLER w Z O Z X F- BY INSTALLER INSIDE AND OUT O Q U) }O M 5 m INSIDE AND OUT INSTALLATION ANCHOR Q o=Z Z=MKWOO SEALANT BEHIND SEE TABLE 1 O O H O Lj a H d NGE BY INSTALLER SEALANT BEHIND p Z U)Z Z � FIN BY INSTALLER Z O O �U- INSTALLATION ANCHOR l 6 HORIZONTAL SECTION C HORIZONTAL SECTION Q � 'm O O LL z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE <�O H F H OZ- HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O Y 7 O W D_(n 0 W U)w ZDW a w�a W�gw ❑ a ~ wa n f� 1/4"MAX.SHIM -.0%,t10RE6y+T+i�i SEALANT BEHIND U� $p�.,,•B•gry" {/ {i FLANGE BY INSTALLER C� +Crr'+�� F•'.p'�.r r' No 58201 :p PERIMETER SEALANT ' * = BY INSTALLER MIN.EMBEDMENT INS DE AND OUT SEE TABLE 1 "-9; STATE OF SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. \ SEE TABLE 1 SEALANT UNDER SCREW VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE ❑� a 9,z/2017 TABLE 1:APPROVED INSTALLATION FASTENERS �a FRAME TYP GE DIST. LUC FL PE#58201S A.TURNER, P.E. NGE CONCRETE(2.0 KSI MIN.) 3/16"ITV TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANG BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITV 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: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITV FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG#: REV.: -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 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-159 E 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) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 SHEET 80F8 Florida Building Code Online Page 1 of 2 FLORIDA OqPAPIMENT OP Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida aProduct Approval pr USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Mai FL# FL11103-R4 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 Ext 291 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 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE W Validation Checklist-Hardcopy Received 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 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 5/30/2019 Florida Building Code Online Page 2 of 2 Date Submitted 04/09/2019 Date Validated 04/11/2019 Date Pending FBC Approval Date Approved 04/18/2019 Summary of Products F Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11103 R4 C CAC CAR 138-1096.Ddf Approved for use outside HVHZ:Yes FL11103 R4 C CAC CAR 138-1327.Ddf Impact Resistant:Yes FL11103 R4 C CAC CAR 138-1612.Ddf Design Pressure: +60/-60 FL11103 R4 C CAC CAR 138-537.Ddf Other:Large Missile,DP= +/-60 psf,Max. panel size 4'x Quality Assurance Contract Expiration Date 8'.Config. include OXXO,OXO,OX,XO.Glass complies to 05/29/2021 ASTM E1300-04. Installation Instructions FL11103 R4 II CWS-298D(SGD-8900,IMP,HVHZ).Ddf Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL11103 R4 AE EvalReDOrt298D.Ddf 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: ® ® galJ e0- Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 5/30/2019 URNER 2428 Old Natchez Trace Trl. Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298D April 8, 2019 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. with SG Interlayer, 4'x6'8"nominal panel size max. with PVB Interlayer 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 61 G20-3.005 (4). This product complies with the requirements of the 6th 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 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-298D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J.Ferrara,P.E., and Test Report CWS-021-02-01, from PRI Construction Materials Technologies, Tampa, FL, signed and sealed by Zachary R. Priest, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440- 2008, and ASTM E 1886/1996 2005 4) Supplemental calculations to support CWS-298D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298D. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes (96"max. door height)with Glass Type A (SG), and up to 48 7/8"x 77 1/2"panel sizes (80"max. door height)with Glass Type B (PVB), with max. glass daylight sizes as shown in CWS-298D • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Glass Type A requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#17-0808.02 • Glass Type B requires Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA#17-1114.14 • Requires Quanex (Mikron)white rigid PVC framing per NOA#17-0206.10. 1 have evaluated the material in this NOA and find that it complies with the requirements of the 6th 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. k 1111111JoiVff,ro ' Lucas 4/8/2019 � * � ;* ; Turner -G Lucas A. Turner, P.E. 2019-04-08 rt STA7rm o F FL PE #58201 ;. , 13:08+19:00 ' ,, tip.•`' .•` GENERAL NOTES: 01=® , Il�ifJ �jJ� SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS ILLS/�/( COMPLY WITH THE FLORIDA BUILDING CODE(FBC),.CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 V8" WWW.CWS.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) MAX PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO "OX" 8900 PVC 41 3/4" 4.DESIGN PRESSURES: SLIDING GLASS GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT MAX UNIT DLO TABLES ASTM E-1300-04e01/09. HEIGHT -- -- -- - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER SEE CHART INFILTRATION TEST PRESSURE,AND GLASS TABLES 2 z Q z O X X O ASTM E-1300-04e01/09. Z owo J D U)w 0❑Ci 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE w z O? 0 w LLJ Z F B B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o F U) z GLASS WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z=g Q�w O DLO � p B CALCULATIONS. O O 1 0 b a=OF D' MAX PANEL SEE CHART I 6 ❑ Z-�Z Z --w o_ HEIGHTSEE CHART I C 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z 0 z U vi z�0 U 6 REQUIRED. } Q�L`w0mOz O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY K F->D�O 2i 6 A WELDED. z�a(n00 111 J(nF 8.SERIES/MODEL DESIGNATION:SGD-8900. a0 w F-0 (LOx > 96" w _ of w3:wrn 145 13/16" MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ~ a a 48 7/8 MAX UNIT WIDTH 48 7/8, X=OPERABLE SASH,O=FIXED SASH.MAX �`i�yxFsaua++I+' D RE MAX PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. r�+r% p.�.....S,TG,�'+� PANEL WIDTH 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. -fir.' No 562C11 •:�71 41 GLASS GLASSSS - MAX UNIT __ DLO _ __ MAX UNIT __ DLO _ __ �5)', STATE OF ;41. HEIGHT HEIGHT Lucas O F 7[+; SEE CHART SEE CHART ;+,C on d P, N2+., Turner D O X O D E 2019-04-08 ; Nn O X E 13:23+19:00 MAX PANEL GLASS MAX UNITHEIGHT HEIGHT GLASS SEE CHART DLO p SEE CHART DLO SEE CHART � SEE CHART C C 4/8/2019 LUCAS A.TURNER,P.E. FL PE#58201 DESIGN PRESSURE GLAZING 2428 Old Natchez Trace Trl CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING Camden,TIN 38320 RATING TYPE (Sht.2) PH.941-380-1574 SHEET DESCRIPTION: n n r:�_ x 48-7/8" x93-1/2" (tE MISSIL GENERAL NOTES AND TABLE OF CONTENTS - X 6" +/-60 PSF A ELEVATIONS OXXO 191-1/8" x 96" 1-3/4" x 86-3/8" A PACT DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96" X 80" B DWG#: REV.: SECTION VIEWS OXO&XO................................3 48-7/8" x 77-1/2" LARGE MISSILE EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16" x 80" +/-60 PSF B CWS-298 D ANCHOR SCHEDULE&NOTES............................5 n n DLO 41-3/4" x 70-1/4" IMPACT SCALE: SHEET INSTALLATION DETAILS.....................................6 OXXO 191-1/8 X 80 B 1:33.33 1 OF 6 24 7 23 21 0 8 33 (C`""'"" LL LJ® �II I II/�( WINDOW SYSTEMS Q 18 26 eeQ 1900 SW 44TH AVE. u p per p p e OCALA,FLORIDA 34474 O � LAI ElWWW.CWS.CC ao 8900 PVC SLIDING GLASS Q DOOR-IMPACT z az� Q o oogoo o U H o w 0 u, w am an o a zoZ 0�F-ZL 1 12 30 33 6 q 19 2 9 1) O ZTOaQw00 O 0 0cn�zaFu~ia 1SECTION z z I,-❑0 17 ¢ 0Z_Uui:iZ) 1 QQQQ�O pq 1"OVERALL 1"OVERALL K g�'0 W O_OZ z [] PAIR OF ANCHORS AT EACH CLI r Z U)r j 0 O SEE SHT 6 FOR SPACING Y16"TEMPERED 3/16"TEMPERED Ew W ❑w n w 2 3/8"AIRSPACE d 2 a �O U) `r 28 3/8"AIRSPACE 0 W F-0 D__ } i1 4 27 7116"LAMINATED GLAS 7/16"LAMINATED GLASS d H d 0 d Lla 1 23 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS yi`,% s+f yr REII 0O .105 KURARAY PVB �iii I.......... .090 KURARAY SENTRY 9G GLASS INTERLAYER INTERLAYER r� �',,�*,�G E NSA-.�,� � R 3/16"ANNEALED GLASS r J+' t� 13 I.f 3/16"ANNEALED GLAS., ti-.r; Nn 56201 QUANE DURASEAL OR Q o XL EDG G SPACER STATE OF ;�= 33 O A 14P QUAN EX DURASEAL SECTION C-C IG SPACER PURFECT GLAZE"H" IlIA�Inl�lit FIXED PANEL ATTACHMENT 13 SIKAFLEX 552 13 PURFECT GLAZE"H" SIKAFLEX 552 13 30 II 12 30 13/16"GLASS BITE 13/16" GLASS BITE �Z 30 4/8/2019 * 1z 12 3 LUCAS A.TURNER,P.E. 14 FL PE#58201 37 _J� 10 2428 Old Natchez Trace TrI 14 4 4 Camden,TN 38320 PH.941-380-1574 31 4 0 27 SHEET DESCRIPTION: 1, dd d� 29 r SECTION VIEWS-OXXO n 3 15 1f AND GLAZING DETAIL ILIA DRAWN BY: DATE: AIDE 06/03/08 NOTE: 11.33 11.33 DWG#: REV.: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. GLASS TYPE GLASS TYPE B CWS-298 D SETTING BLOCKS PER FBC 2411.3.3:1 SCALE: SHEET 1:2.63 2 OF 6 mfflWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 33 16 28 0 22 21 23 13 7 24 T 18 25 Eu- 8900 PVC d Q P d SLIDING GLASS ❑ ❑ DOOR-IMPACT ❑� ❑ ❑ an o a $ a v Qo (� ¢ Z ¢Z o a H OWO ¢wow Z WJD [� W ZO? 0 F-ZF ILIo OL LL r W§Zt-�2_ z z=g¢� ❑Qo ooc�ao o ❑ O 0c~i�O,-ZaFoa na an ¢ z O 0Z0uiU� > 1 C 12) 9 35 34 C� 4 6 30 K�F'n Z) 2i W 0 11' 0wcnw LLI SECTION D-D Ft a =o O (n W _~of w3:wrn G -�i r No 58201 25 18 6 13 24 7 33 P3 21 20 y� Q "\ �: .STATE OF -2�: 0 o a o syE' .40g1L}PCNd aQ Q Q z� ❑o o� 4/812019 LUCAS A.TURNER,P.E. as an FL PE#58201 2428 Old Natchez Trace Trl 1 12 30 33 6 24 19) 2 Camden,TN 38320 941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; AIDE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 D SCALE: SHEET 1:2.63 3 OF 6 PARTS LIST 5 15/16" FRAME CONSTRUCTION �1��'l�®l7�1" ITEM PART NO.DESCRIPTION VENDOR MATERIAL 1 5/8" � 1 H-6042 FRAME,MAIN,SGD MIKRON 'VC 2 S-6040 THRESHOLD/FILLER, SGD MIKRON DVC Q 1 WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM O 24 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON 'VC 1 7/8" r} 2 11/16" WWw. FLORIDA 34474 LLJJ 1/8" 1/8" WWW.CWS.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC o 0 Ir�1I 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC �( El 1:1C 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON 'VC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON 'VC 9 H-6043 ASTRAGAL,SGD, MIKRON 'VC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7/8^� 1 7/8"� 1 7/8"� FRAME CORNERS 11 P-3342 SEAM SEALER,SM5504 SCHNEE SCREWED TOGETHER DOOR-IMPACT 1:10 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION 2 z Q z 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB ? 5 z 0 ¢ w 15 P-3539 #8 X 3/4"QUAD PHILIPS,TEK FASTENAL ZINC w Z O Z_ Ir F Z F 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9/16" LL F w z OF 2 _ 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/8" O O H O a Q W O 0 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC n 0 U U) Z a-F�a 20 P 3792 3//44"KEEPER DLE KIT,PVC,SGD AMESBURY AMESBURY STEEL 1/8 (r 1/8 ¢ O z U o Z O U 21 P-3793 MORTISE LOCK HS&D SSLF LU }� w F O Z 'I[ 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL Q } U—Z(q 23 5-17?5 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w 0 0 F->-0 w 0 w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 a z ILL x a- 0�JO 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 0 _~0 (L I-w u}i 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8„ 2°) `��w►�P1AD'REIIV� Iflp,� 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM Ll 25 26 . ..30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 23, 31 S-6041 TRACK,SCREEN,SGD MIKRON -VC 213/16' tNo 58201 .-A 32 S-6046 SUPPORTWELD,SGD MIKRON 'VC 3 3/16" 1/16" 3 1/16" 2 5/8" 1151161, 33 GLASS(SEE SHEET 2) 1/g� 1/16" .51 STATE OF ;4E1-2! 34 H-6044 SCREEN CHANNEL MIKRON PVC L71/8" 1/16" '0'• �+C 35 S-6045 SCREEEN ADAPTOR MIKRON 'VC 36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB �rfrS��NA;rG��<< 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM 38 P-4366 WSTP.,1"X7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 40 P-4479 WEEP HOLE COVER BACK FIN SUL�LIVAN 'VC FAB 211/16"� 1/8 3/4" �2 ryry �1111 1/16° 32 3 3/8" 1 3/8" 27 —f OeO5/8" 1% -�{ 35 13/1+6" 13/4" 4/8l2019 38320 9 28 3/�" 1/16" ROLLER TRACK-1930 L 1/16" _ _ _ LUCAS A.TURNER,P.E. FL PE#58201 SILL THRESH COVER-1764 2428 Old Natchez Trace Trl PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 PH.94D,38 -1574 PH.941-380-1574 7/8" 2 1/16" 2 3/16" SHEET DESCRIPTION: 5 1116"E==)c= OO 4 3/8" Q 2 7/16" 5/8" 34 1 1/8 3 30 BOM AND EXTRUSIONS 1 1/2"D 1 1/4" 9/16" 1 1/8" 31 DRAWN BY: DATE: 1/8 1722 � 1/16" AIDE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT- PVC SCREEN TRACK-6041 DWG# REV.: ooL�oo CWS-298 ID PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE SHEET 1:2 4OF6 8"(TYP) ��9(HC9QL�m'�]I1ti n� 6"MAX. 12"MAX O.C. I I- 4"(TYP) WINDOW SYSTEMS /I (TYP) (TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 6"MAX. (TYP) 8900 PVC SLIDING GLASS DOOR-IMPACT 18"MAX.O.C. GLASS TYPE A GLASS TYPE B Z w J 0 ¢�- W W ZOZ_ Z IYF- F 0 a(n >Ow2im_ LL F W�'Z F�:2 2 U Z 0ZU(nZ70U F—LL2i00LLz rr 2E F-LO— W LLL W 00J(nLu a _~� w3:Lu ELa LL G No 58201 STATE OF y. ANCHOR LAYOUT �fi'�.C O q 14P-�2�~, NOTES: �!`,its1Y11 1 010 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D 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. 4/8/2019 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 BE LUCAS A.TURNER,P.E. 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 2428 Old Natchez Trace Trl TN 38320 SPECIFIED IN TABLE 1,SHEET 6. Camden,PH.941-380-15741574 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 SHEET DESCRIPTION: 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 ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"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 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,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-298 D 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 5 OF 6 TYPICAL HEAD ANCHORAGE /�}� 2 7/16" MIN. MIN.EDGE DIST. ��®u�'�s SEE TABLE 1 1/4"MAX.SHIM WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 II---II SEE TABLE 1 @q� 8900 PVC PERIMETER SEALANT 021� �0 Q�1/4"MAX.SHIM LJ SLIDING GLASS BY INSTALLER ❑ DOOR-IMPACT INSIDE AND OUT O $ Q E=30Oa 27116" MIN. u 2 z QZ� I- pw0 QH0W INTERIOR D w z O Z 0�!Z Z F INSTALLATION ANCHOR �� 0 F W Z 0 w� SEE TABLE o Z ZX: <0�wp0 MIN.EDGE DIST. O OHO Q SEALANT BETWEEN a� SEE TABLE 1 0 Z-U)Z Z F j a SILL RISER AND FRAME / Z 0(D uj j O BYINSTALLER Q Z U Z 0 F-wU)00wZ 4\4 Q PERIMETER SEALANT BY INSTALLER 0 F 0F O O Q INSIDE AND OUT K F-�Z) p 2i PERIMETER SEALANT ED!dJ'lf � SUBSTRATE BY OTHERS w 0 p K p w cn w BY INSTALLER LJLJ� LJ SEE TABLE 1 w Z 1 w 0�(n F- INSIDE AND OUT IL x a 0 O� DO NOT COVER �� HORIZONTAL SECTION 0 w_r wx w�w10 WEEP HOLES t a � MIN.EMBEDMENT TYPICAL JAMB ANCHORAGE EL a. a SEE TABLE 1 SEE TABLEE BY OTHERS SEE INSTALLATION ANCHOR aaaa,S1D'RE l4/f TWO ANCHORS PER �Op.+'r�CE74 FIXED CLIP THROUGH :-.r; No 58201 SEALANT UNDER SCREW 2 7116" MIN.EDGE DIST. PRE-DRILLED HOLES HEAD BY INSTALLER / MIN. SEE TABLE 1 1/4" MAX.SHIM VERTICAL %15 STATE OF ;"WC TYPICAL SILL ANCHORAGE FIXED PANEL 0 /u: MIN.EMBEDMENT '".C O A 0D.-I 2aa� SEE TABLE 1 a 16,01O N ; TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL TABLE 1:APPROVED INSTALLATION FASTENERS ;UBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. t2" e� SEDGE DIST. EE TABLE 1 2.0 KSI MIN.) 3/16"ITV TAPCON CONCRETE(2.85 11. ❑ 4/812019 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITV TAPCON ill 3" HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. o0oa LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201 2428 Old Natchez Trace Trl 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" a Camden,TN 38320 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP M-13 ❑ PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/i6" CLIP AN MUST BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 7116" FROM ANY MAIN FRAMEGENERAL NOTES AND 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" ANCHOR. FIXED PANEL CLIP ANCHORS INTO: ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"ITV TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) I I ANCHOR(TYP) ^ AIDE 06/03/08 /� 6�, )7 HORIZONTAL SECTION FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL , FIXED PANEL ANCHORAGE DWG#: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 D HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE' SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business iProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b h -- Pr � �Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL16177-R SECRETARY 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 Ext291 jlathrop@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 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received 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 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16177_R2_COI EvalReport812C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 1 of 2 7/22/2020,3:56 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By 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 Summary 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 FL16177_R2 II_CWS-812C.pdf 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. Safety FL16177_R2_AE_EvalReport8l2C.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. 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: ® ® eChec Credit Card Safe 2 of 2 7/22/2020,3:56 PM URNER 1239 Jabara Ave. North 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 61 3/4"unit size, +/-70 PSF,no anchors in sill 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 61h 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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-lA, -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. 16-1117.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th 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. 0valIIs11jr,edf Lucas . Na .56201 ': P Turner = or z� 2017-08-30 .+ STATE OF: �• c, 16:11+20:00 •. #�M.¢` 8/29/2017 ,, Lucas A. Turner P.E. r4811y * FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: a6g(om.ffl 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 53 1/8" MAX. OVERALL FLANGE WIDTH 8100 PVC 3. CONFIGURATIONS: "O/X". 51 7/8" MAX. UNIT WIDTH SINGLE HUNG 47 11/16" GLASS DLO 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER z Q INFILTRATION TEST PRESSURE AND GLASS TABLES Q — � < w O - z w � � - - - - - - ASTM E-1300-04e01/09. w O Q I— o w W ZQZ rYFzl= 63" _ _ _ _ _ I _ 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED w z O� � 2 MAX. I IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z z = :E Q cjf w O O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1— O U Q = F- � FLANGE HEIGHT ANCHOR CALCULATIONS. o z - j z z � Z) U) B O I B 2613/16" Q OZUU) Z � LL UU 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I= — O GLASS NOT REQUIRED. Q O w — = O z DLO Q � Q � co C) z (j 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w Ow O F >- 0 w z w 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. ry z w O -1 cn I-- MAX. a a! a- 0� O5� cn UNIT O wI- 0 w = ofcj HEIGHT 8. SERIES/ MODEL DESIGNATION SH-8100. = rr- o_ w � w 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ItIIIftfjj I I X= OPERABLE SASH, O = FIXED SASH '�� L)FZEWr��s, I I t P ,....... ) , 30 MAX16" 1 I i I 26 7/8" 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARCr�-" LOCATION. SASH `, I GLASS - No 52201 HEIGHT X I DLO E + * B 11. EXTERNAL WEEP SLOT= 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. ! . # 6 ji S 1`A7 E }F y,•' Zjj rrrrr�ii� - _ _ -- - LucasTurne A A r 6 45 1/16" 2017-09-22 GLASS DLO 13:36-04:00 48 3/8" 9/22/2017 MAX. SASH WIDTH LUCAS A. TURNER, P.E. FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES & ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 F51 UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG#: REV.: EXTRUSIONS & B.O.M........................4 CWS-812 C ANCHOR SCHEDULE & NOTES.........5 8" x 61 -3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 (aao ® WIIN NOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z 3: Qz � 1= 10W0 Q � oo z W -j z0z } O � � m I— W � ZI- 3: 2i2 7/8" OVERALL INSULATED GLASS 7/8" OVERALL INSULATED GLASS O O m O a Q W 0 0 Z CQ~ 1/8" ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED 0 Z U) _ Z ~ CQ a- OVU1 — H - 7/16" AIRSPACE 7/16" AIRSPACE Q � z LL 2 z0 p z 5/16" LAMINATED GLASS 5/16" LAMINATED GLASS cy 2E Q O O — Z 1/8" ANNEALED 1/8" ANNEALED W OLL 0 ry U) 0 W O W co W QJ (nH 090" PVB INTERLAYER BY DUPONT .090" PVB INTERLAYER BY DUPONT O w p � O � � 1/8" ANNEALED 1/8" ANNEALED 0- � a QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER r�*t4 REVv 47? PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H" OR SIKAFLEX 552 14 1/2" GLASS BITE 14 1/2" GLASS BITE 1I II < -t}' .tt " 48 - 48 -9 y+ STATE CAE 'v4V jD 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 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 (aaom.59 INTERIOR WIINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 45 32 271 53 12 38 13 32 32 24 4 5; Q 8100 PVC 70 �p pQ o, SINGLE HUNG a IMPACT Q Z � Q Z O 1 - z w W 0 Q H w W � � Q --- D a �� QQz } Ocif 3: m 14; ID 32 Z Z22Q � woo 3 14 54 14 65 66 63 19 4 O O 1- O Q w 0 0 SECTION B-B U UC � zw � � w z ZO - Z ? U - 54 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, Q �— z w 2 O O ��- z RIGHT SIDE SHOWS SASH SECTION VIEW. T 2E Q O O — z w rycnowcnw � Cn W QJ (nl— cn 14 39 a0 w P 0 a- T- of >- 40 2728 72 s$tti�[eer 71 32 INTERIOR � a ' ' f 48 #�r�. No S8201 ';. 62 8 �. YATE CAEtij 14 53 65 10 66 62 � 32 32 23 9/22/2017 18 � �,q 6 Q LUCAS A. TURNER, P.E. 2 — 74 FL PE# 58201 73 1239 JABARA AVE. 30 �o QpQ NORTH PORT, FIL 288 1 3801574 Q Yb, SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION 10M® 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl WINDOW��T�Gq§ 2 3/16" 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 1 1 15/16" 3 H-6031 Main Fr., SH, w/Fig., PVC, L. Jb. Mikron Vinyl D 1900 SW 44TH AVE. 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 2 8 OCALA, FLORIDA 34474 Q 3 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 :10; 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 2 11/16" 1 5/8" 1 5/8" 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum oQo 1/16" 1/16" 8100 PVC 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 1/16" �L- CORNER WELD 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl (ALL :8 ES) SINGLE HUNG 13 S-1498 Reinf. S.B.R./S.S.R IMPACT PVC FRAME FLANGE-6031 PVC SASH BTM. RAIL-6028 PVC SASH TOP RAIL-6027 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scrn. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl Z Q 3:19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 1 1/2" 0 w p co w o 0. 20 S-6029 Sash Stop/ Filler, PVC, Vert. Mikron Vinyl 37 w z O 0Z < � z W 1 3/16" 0 — co O 23 H-1699 Reinforcement, SBR Keymark Alum 7/8" Q m 24 P-2190 Balance BSI 9/16" 12 71 Z Z M 2 Q � w O =O 25 P-3059 Sash Cam, PVC BSI Plastic 73 U OU � 0 0 < M I— � 26 P-3046 Take Out Clip BSI SS 1 5/8" 2 1/8" 1/16" FIXED MEETING RAIL 0 Z —CO z Z I— D U) ll 1/16" SCREWED TOGETHER WITH Z O O 0 — S U - 27 P-3783 Lock, Impact, PVC Interlock J 1/16" OUTERFRAME Q Z U Z O IL U 28 P-4069 Keeper, Impact, PVC Interlock Zamac 1:8 Q � 0 w O = O z 30 P-3215 Weep Cover w/ Flap Gaer Plastic REINF., IMPACT HOOK- 1112 Q T Q� >- co Q - Z 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL- 1836 w O 0 LL ry c}n 0 w O w 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel II z a- O 0 cn � 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9/16" 0 w ~ O a_ M >- _ � w rn 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 1/2" 1 1/8 1 1/8"� w_ 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 20 72 5/16"�� tii1[eer 44 P-3342 Seam Sealer, SM-5504 Schnee 7/8" 18 1 5/16" 19 ��'►%� A0R1:W 45 P-3752 Ca Plug, 1/2" Hole M&M Nylon .045" 1/16" +� P 9, Y 1/16" , ram. " t Q 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 1/16" ."�` �'� •, { 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 Z No 52201 #, 51 P-3881 Temporary Lbl. (NFRC/DP) # '• ' 52 P-3613 CWS Lbl. (logo) Pro Label 5/8" 53 Sash SEE SHEET 2 GLASS 3�46„ 3/4" ,i � b 1/4" 54 Fixed SEE SHEET GLASS 23 } 9 14 * { CI R 1 `, ' 56 P-3281 Spacer Duraseal 13 15/16" 1/16" 1" cl� 7/8" *'•rIDNps 62 P-3218 Screen Frame, Horiz. Allmetal Alum 1/16" + 1/16" fr�rr��+i ""�' 63 P-3218 Screen Frame, Vert. Allmetal Alum REINF. S.B.R./S.S.R. - 1498 REINF. BTM RAIL-1699 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Corner Key Allmetal Plastic 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 9/22/2017 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon LUCAS A. TURNER, P.E. 71 H-1836 Alum. Fixed Rail Keymark Alum 0 3/16" FL PE# 582011239 JABARA AVE. 72 S-6063 Cover, Fixed Rail Mikron Vinyl b O 73 S-1112 Reinforcement, Impact Hook Keymark Alum NORTH PORT, FL 34288 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel PH. 941-380-1574 1 5/16" 1/2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5" 3/16"� 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 6 3" BOM AND EXTRUSIONS 7/8" -1/16" TIC 70 t SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 C LNOTE-. ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 a6g(om.ffl WIINCDOW SYSTEMS 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) 1900 SW 44TH AVE. 6" MAX. (TYP.) OCALA, FLORIDA 34474 I I SEE NOTE 2 101/2" I I 8100 PVC MAX. O.C. SINGLE HUNG (TYP.) IMPACT O INSTALLATION ANCHOR(TYP.) I I Q z 3: Q Z D Ow0 Q � 00 Z w ui 9 ZOz Q 0 § } O � � m w I— w z F- _ MTG RAIL O O m O < Q w O O 4" TYP. 0 0co zwF_ � a_ ( ) 0 Z — Z I I Z O Z_ U � Z O U — >- Q � ow0zOz cy 2E z 10 1/2" � O Cn Q � } 53: 02 ^ w IYOw (nw MAX. O.C. wow O -1c) l— (TYP.) 0_ z = 0_ lo� O5� Cn I I Q w H 0 a- m of >_ ^ I Qf a_ 04 4" (TYP.) NO ANCHORS REQUIRED IN SILL ,�` :t fro 52201 � s ANCHOR LAYOUT- (FLANGE) = STATE OF +,•' * {,O R 1 . NOTES: #ram ON 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE# 58201 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT 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: BAT 06/18/12 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 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: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5OF6 TYPICAL HEAD ANCHORAGE a6g(om.ffl MIN. EMBEDMENT SUBSTRATE WINDOW SYSTEMS MIN. EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4" MAX. SHIM SEE TABLE 1 OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 oO MIN. EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT / SINGLE HUNG INSTALLATION ANCHOR SEALANT BEHIND -/ o� SEE TABLE 1 a IMPACT FLANGE BY INSTALLER 1/4" MAX. SHIM z 3: < z 0 10w0 Q � O LLJ � ILJI U 0 W ZOzZ ry �= zl= p 0 Qcn - } O � � m - w - PERIMETER SEALANT 1 1 Z F- 3: 2 m BY INSTALLER Z z _ 2 Q [if w 0 0 INSTALLATION ANCHOR - INSIDE AND OUT OU O cn O z 0- F_ � a_ SEE TABLE 1 SEALANT BEHIND 0 Z D - Z 1 0 FLANGE BY INSTALLER Z 0� Z 0 U1 Z D U Q — wg001Lz CONTINUOUS DOUBLE 3/16"BEADS OF j:BjHORIZONTAL SECTION OZ/ PICAL JAMB ANCHORAGE 1— 0 � O 2i TREMGLAZE U1600 SEALANT AROUND w O 0 ry U) DO W PERIMETER AT ALL INDICATED POINTS IY z W Q O BETWEEN FRAME AND BUCK BY INSTALLER. w - = w � O � cn O w P 0 a- _ of >_ Iz 1/4" MAX. SHIM w of a_ SEALANT BEHIND o4 Q j11IIL1fjf FLANGE BY INSTALLER * � OREbir� v P+ PERIMETER SEALANT BY INSTALLER MIN. EMBEDMENT No 52201 r SEE TABLE 1 INSIDE AND OUT � s :ems S P `r STATE OF SUBSTRATE BY OTHERS .,r, SEE TABLE 1 i* ` `• D R 1 a�' MIN. EDGE DIST. e SEE TABLE 1 QO #r (}Np i r�s �A� VERTICAL SECTION (� 6 TYPICAL SILL ANCHORAGE I� a O 9/22/2017 TABLE 1: APPROVED FASTENERS p LUCAS A. TURNER, P.E. TYPE ANCHOR TYPE MIN. EMBEDMENT MI . - - _ FL PE# 58201 PERIMETER SEALANT -- 1239 JABARA AVE. CRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT, FL 34288 HOLLOW OR GROUT- 2" INSIDE AND OUT �C HORIZONTAL SECTION PH. 941-380-1574 CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16" ITW TAPCON INSTALLATION DETAILS 2X MIN. SOUTHERN PINE (G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 7/16" - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6