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HomeMy WebLinkAboutproduct approval (2) ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ;Date: Permit Number: 805 -no Building Permit Application Planning and Development Services ;Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 IPhone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x ,I PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 10304 CROSBY PL PORT ST LUCIE,FL 34986 Legal Description: POD 26 AT THE RESERVE PHASE 2 CYPRESS POINT LOT 84(OR1478-783) it Property Tax ID#: 3327-709-0039-000-1 Lot No.84 Site Plan Name: Block No. Project Name; Setbacks . Front 12 Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: II _ REPLACE 12 WINDOWS & 0 DOORS WITH IMPACT. SIZE FOR SIZE. CONSTRUCTION INFORMATION_ : Additional work tobe e e orme under t is permit–check all appy: .HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors Electric El Plumbing []Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: 2 S . Ft.of First Floor: CII st of Construction:$ X`) _ (0 Utilities:Sewer E]Septic Building Height: I I OWN'ERAESSEE CONTRACTOR:' Name Name: WAYNE THOMAS BURNETT Addre Company: FLORIDA HOME IMPROVEMENT ASSOC. City: State:FL Address: 3044 SW 42ND STREET Zip Code: A .—F a x- : City: HOLLYWOOD - State:FL Phone No. ' Zip Code: 33312 Fax: El-Mail: Phone No. 954-792-4415 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@FHAPRODUCTS.COM t CGC#061890 from the Owner listed above) State or County License: If i alue of construction is$2500 or more,a RECORDED Notice of Commencement is required. ii �i _ ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ;Date: Permit Number: 805 -no Building Permit Application Planning and Development Services ;Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 IPhone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x ,I PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 10304 CROSBY PL PORT ST LUCIE,FL 34986 Legal Description: POD 26 AT THE RESERVE PHASE 2 CYPRESS POINT LOT 84(OR1478-783) it Property Tax ID#: 3327-709-0039-000-1 Lot No.84 Site Plan Name: Block No. Project Name; Setbacks . Front 12 Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: II _ REPLACE 12 WINDOWS & 0 DOORS WITH IMPACT. SIZE FOR SIZE. CONSTRUCTION INFORMATION_ : Additional work tobe e e orme under t is permit–check all appy: .HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors Electric El Plumbing []Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: 2 S . Ft.of First Floor: CII st of Construction:$ X`) _ (0 Utilities:Sewer E]Septic Building Height: I I OWN'ERAESSEE CONTRACTOR:' Name Name: WAYNE THOMAS BURNETT Addre Company: FLORIDA HOME IMPROVEMENT ASSOC. City: State:FL Address: 3044 SW 42ND STREET Zip Code: A .—F a x- : City: HOLLYWOOD - State:FL Phone No. ' Zip Code: 33312 Fax: El-Mail: Phone No. 954-792-4415 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@FHAPRODUCTS.COM t CGC#061890 from the Owner listed above) State or County License: If i alue of construction is$2500 or more,a RECORDED Notice of Commencement is required. ii �i _ SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: 11 FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: x Not Applicable Name: Name: Address: Address: City: City: ZIip: Phone: Zip: Phone: I I certify that no work or installation has commenced prior to the issuance of a permit. I I St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure Which is in conflict with any applicable Home Owners Association rules,bylaws or and"covenant's that"may restrict or prbhibit'such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. .n consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, ai cessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for Improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before 6 OmmencWg work or recording our Notice of Comm en e s Signature of Owner ee/Contractor as Agent for Owner Siat o ra for/License Holder STATE OF FLORIDA STA F FLORIDA COUNTY OF 5'AIt1T COUNTY OF The forgoing instrument was acknowledged before me The for ing ins ment was cknowledg efore me this ay of pPP-1L 20 j8 by this day o 20 by 1 C WAYNE THOMAS SURNETT (Name of person U (Name of person ackn edging signature of Notary Public-State of Florida) (Signatur of Notary Public-State of Florida) Personally Known OR Produced Identification Perso ally Known OR Produced Identification Type of Identification Produced Type f Identification Produced Commission No. oY'Le` Notarypp�pp State of Florida Commission No. : : MIGURI)UIERCADO Francik�� Almeida 'c MY COMMISSION#GG095745 N' My Commission GG 139459 ;N,. r Expire 08/2912021 ' EXPIRES April IQ_9n9i Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS i ' I i �I PRODUCT APPROVAL NUMBER: FL #13010.4 OPENING IDENTIFICATIONS: i 1 . PW 4. PW 5. PW 6. PW 7. PW 8. PW 10. PW 11 . PW 12. PW i 1/4/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I1 BCIS Site Map' Links I Search bpr a Product Approval f USER:Public User E�et Product Approval Menu>Product or Aoolication Search>Application Lis t>Application Detail • FL# FL13010-R5 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. I Comments Archived D Product Manufacturer Custom Window Systems Inc: Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc I I Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc i Category Windows Subcategory Fixed I Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE O Validation Checklist-Hardcopy Received i 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 I 'I https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d 1/3 11 1/4/2018 Florida Building Code Online ,l Product Approval Method Method 1 Option A .j Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/07/2017 I Summary of Products FL# Model,Number or Name Description j 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window i Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL13010 R5 C CAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-1362.12df Impact Resistant:Yes FL13010 R5 C CAC CAR 138-562.pd Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 115 II CWS-433D.ndf Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE Eva IRepo rt433D.pdf Created by Independent Third Party:Yes j 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. jLimits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-261e2.Ddf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-705e2.odf Impact Resistant:Yes FL13010 R5 C CAC CAR 138-706e2.pdf Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date Other:Large Missile,Dp= +/-67.5 psf,Max.size 74 1/8"x 08/12/2019 72".Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R5 II CWS-510C.Ddf Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE Evalikeport510C.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 RS C CAC CAR 138-258e2.pdf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 RS C CAC CAR 138-482e2.Ddf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019 Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 RS II CWS-373C.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE EvalRebort373C,pdf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-1093.pd Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-1320.Ddf Impact Resistant:Yes FL13010 R5 C CAC CAR 138-250e2.12df Design Pressure: N/A FL13010 R5 C CAC CAR 138-274e2.r)d Other: Large Missile Impact,See Installation Drawings for FL13010 R5 C CAC CAR 138-457e2.12df Max.size and DP's. Outer lite must be safety glass above 30 ft. FL13010 R5 C CAC CAR 138-465e3.pdf In HVHZ. Glass complies to ASTM E1300-04. FL13010 R5 C CAC CAR 138-534.pdf FL13010 R5 C CAC CAR 138-730e2.12df FL13010 R5 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions FL13010 R5 II CWS-159E.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports ! FL13010 R5 AE EvalReoort159E.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d 2/3 i 1/4/2018 Florida Building Code Online � Book 6gext 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 apublic-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: Cfedit_C:ard i i I I ,C i i �I i I https://www.floridabuilding.org/pr/pr app _dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d 3/3 URNER 1239 Jabara Ave. � North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, 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) 'i Manufacturer: Custom Window Systems, Inc. 1900 SW 440,Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h i 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 4A, and NCTL-210-3955-01 and-IA,from National I Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM El 886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 39544A 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 14-0916.1 It in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 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 6`h Ed. (2017)Florida Building Code for use in this product. i 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 Turner ,. 2017-09-16 *; * 9/07/2017 07:24+2Q:00 .. "Lucas A. Turner P.E. 7P0 4t STATS OF ���� FL PE#58201 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: a0gom 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW CFLORI34474 DEFINED IN ASTM E 1996 PER THE FBC. 491/4" 731/4° 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL FLANGE WIDTH 8300 PVC MAX OVERALL FLANGE WIDTH CONFIGURA MAXUNIT WIDTH MAX UNIT WIDTH 3 NOT LIMITEDT ON THOSARCHITECTURAL S TOWN ONUSHEET 2. ES INCLUDE,BUT ARE PICTURE WINDOW 451/8' 691/8' 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. Z Q ?� I I POSE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Faa——————— —— OWOuO INFILTRATION TEST PRESSURE AND GLASS TABLES w Z JO z <�Z F I I I ASTM E-1300-04e01/09. I I S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z LL Z=m Q it W O 7- 771/4' I I MAX I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 F-0 Ci a F rq IL OVVENRALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ❑ Z-7 Z Z H❑I 7�• FLAI HEIGHT I I ANCHOR CALCULATIONS. ¢ 00 V vj Z o 0- FLANGE OVERALL B I I I B I I PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT � Q<3:0w-mo- 6. Z HEIGHT I I I 76, I I REQUIRED. FQ- O Q }j�0 2 72' I I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a Z=a it OO CO� O HEIGHT MAX II I O WFO W3: UNIT 8.SERIES/MODEL DESIGNATION PW-8300. a F a 3 w a HEIGHT 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: I � I 731/8° I I µuuni IGLAg DLO I I O=FIXED SASH. tPNOEN GLASS q''•rGQ��i� DLO I e I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR G v F'•%'L C I I LOCATION. No 58201 13% I 8 I I Q�• STATE OF A A . O......'0 9/22/2017 LucasTurner 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: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......I LDCA1,10N ZE DESIG RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 GLAZING DETAILS.................................3 ANY 48"X 72" +-55 P ADE 05/05/07 SECTION VIEWS....................................4 DWG#: REW EXTRUSIONS&B.O.M...........................5 N01 - VHZ „ „ cws-15s E LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.........6-7 HVHZ 72 x 76 +/-67.5 PSF sD INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 a0bm.w WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") a z 3 <z3 FULL CIRCLE z w-1 0 <F-Z w w zOz o:_-� TOMBSTONE o ¢0OD=3w Upz z=m<wwo U0E-0d<X.-w (a I-- Hva ZQ �—Zj � QW z§ 220Z� W rj)0 W(ow D'co OJ w l- W02 a N=~a3� w ►puuu.r�� 1/2 CIRCLE �� ?P�O E ry s'• S No 513201 OCTAGON TRAPEZOID 13. STATE OF J*,LU i�'T�•F�O R�OP;'��`O NOTES: y 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 39 A#RA A RECTANGULAR WINDOWS ON SHEET 1. 1239 PORT,FL 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. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 _ DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 cmeom- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 az3 I— ❑wo wwoo z wJ❑ M zOz D r_zF O 9w��OFi 22 O 0 OVQ=Ow 1.OVERALL 1'OVERALL U U rn�z D-r co D. 3/16'ANNEALED or TEMPERED 3/16°HEAT STRENGTH or TEMPERED z Z Urn z=3 U U F_LL2OOu 1/2"AIRSPACE 3/8'AIRSPACE <Rr'Q O Lu H F Z z 5/16°LAMINATED 7/16°LAMI GLASS 00 5-p w V1 W 1/8°ANNEALED 3/16'HEAT STRENGTH a ?=a w p Cn rq O w l-O D-_ > .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER tr = d' w 3 W a � a tr a 1/8'ANNEALED 3/16'HEAT STRENGTH ,gyp W u hp" QUANEXDURASEAL ���� p1DREW���i� IG SPACER 6 PURFECT GLAZE°H° PURFECT GLAZE"H" ���y P••••'•• TG��� SIKAFLEX552 QUANEXDURASEAL 6 SIKAFLEX552 •��CENSF.•Ay���. IG SPACER .J• - 'to. Svc No 58201 •S 13¢ 10 1/2'GLASS BITE 10 El 1/2"GLASS BRE 7 7 91 STATE OF •;k/z F'! ����F•F�OR10P���:� GLASS TYPE A GLASS TYPE B z� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRVrION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYPE ADE 05/05/07 P+/-55 A 48 X 7 D a: REv.: _ - CWS-159 E DP +/-67.5 B 72 X76 sD SHEET 1:1 3 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 s 8300 PVC s s *(9 PICTURE WINDOW 0 7 s IMPACT 1 a Z aZ3 10 awoSFW❑ w zOz .WrZW ❑ I-w OD 3m Z Z=M<WWOO 11 V V U)I--O a=~K 8 9 ❑ Z-j Z Z F 7 a) SECTION VIEW B-B ¢ —Z O W z=O LL L) I--LL2O Z 10 11aap3y0W-�0— W ❑—�}OW(AW LLoW OJ(AH a 0 Lu a-a: n a 3r -w INTERIOR OREW T�•,• No 58201 sro9 ac O: STATE OF .;:44TH 11 6 9 ,,',SS+ONA� 10 z a A.2/2017 TU LUCAS A.TURNER,P.E. 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 (L--V y UUC( ITEM PART# DESCRIPTION VENDOR MATERIAL ' ` WINDOW SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC wwwcwsccA3aa7a 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC )CIODRN.E.RWELD(ALLSIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"X 5/9'x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE ¢ i �: a z 3 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-o a r z w 10 S-6064 GLZ BE., FXD. V O.A. I.G. MIKRON PVC o I--w Z 3: x w 0it3m Z zxmaw 11 GLASS SEE SHEET 0 0�od¢=°w U Uf�F-ZO.F.yp. Z❑Z z-j zr-�m 31/8' 31/8° Q -ZowzoLLZ OIW-F.FZ- (D Z y w 00�v}iow�w a 0-r(DH 1 2 3 4 5 of 0 IX 3: w=w� D_ a: 21/16' 1/16° 1/18• pVIOREWrl `,� P�SORE. T'8. �i 55201 •'�� :roe e¢, �IDQ STATE OF ..LU PVC FRAME FLANGE-H-6006B 1" 11/2° ''•.,�ci`ss4 o ihr�0�A F�pp PVC FRAME FIN-H-6006A x� 1/a• 9/22/2017 LUCAS A.TURNER,P.E. 1/16° 1!2° 3° FL PE#58201 7/8' 10 L 1239 JABARA AVE. J� 3I1s° 5 NORTH PORT, 34288 T— PH.941-380-1-1 574 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 1 14•MAX O.C.(TYP.) WINDOW 6°MAX.(TYP.) SEE NOTE 2 4"MAX(TYP.) 8"MAX O.C.(TYP.)4"MAX.(TYP) SEE NOTE 2 1900 SW 44TH AVE. 6"MAX(TYP) I r F OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I I I 8300 PVC I I 8" I I PICTURE WINDOW MAX O.C. INSTALLATION �') I I INSTALLATION IMPACT ANCHOR(TYP.) I I ANCHOR(fYP.) IMAX O.C. I I I I "P') I I I I ❑wo Wwoo I I I I w zo? wr-Zlu-' a am�> 0x3:m I I I I D- zr?:�x z zmm<x I I I I o O�oZ<F�a I I I I O zm�-z � I I I I a 00=)o--LLMO U. I I I I } <3:0w-mo_ I I I I o 00 wow I I I I ZLna. wmo�umi� I I I I o wl=--� w= � ------ —---------- a ~ a x�a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �.� pNOREW DP+/-55PSF DP+/-55PSF .�GQ�.• GENgG�Qtii�� r ` Z-4.' No 58201 %13i STATE OF sS�ONOTES: NA;��►��,� 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 xZ 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(E)CTERIOR DOORS) 1:20 6 OF 8 r- 4°MAX(TYP.) 6°MAX.O.C.(TYP.) WIPIDOW SYSTEh15 1900 SW 44TH AVE. 6MAX(TYP.) �j�—�j--7 5/8"MAX O.C.(TYP.) SEE NOTE 2 4-MAX(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474 6°-MAX(TYP.) I I WWW.CWS.CC ———————————————— ———————————————— I I I I I I I 8300 PVC PICTURE WINDOW 7MAXD.C. I I 1P'YPj'c' I I IMPACT (TYP.) I I I I I I I I < ClWo aiwod I I I I z W-10 wrzw INSTALLATION I I INSTALLATION 0 Z(°A Z} X O t0 ANCHOR(TYP. W) ANCHOR(TYP.) ia-W 3 z 1-3:2_ I O I I O I O Z=-O¢QwpO I I I I ° UNI-vD.PU)(L I I I I IIII IIII IIII IIII � za o� 0zow ~-a20 w a 2O1 - t=z ; W 2 °WfHOW aLL in Lu ° Z=D- ao�u) I I I I =~a 3w Lu � I I I I a ~ °' ---------------- ���� p10REW ANCHOR LAYOUT-'(FLANGE) ANCHOR LAYOUT-(FIN) = No 58201 DP+1-65 PSF DP+/-65 PSF - 70t OF F7ATE :�A(/ i�F 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 BE y o� 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 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. 01 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABARAVE.A 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,1"FOR WOOD AND METAL. DRAWN Br: DATE: 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 u: REV.: SUBSTRATES SHALL MEET THE MINIMUMSTRENGTH 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: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT (l Tl!]((� //�TK3�•L/d(/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V- (SRyN1 U.W/UL/(1 Irl//W`/I BY OTHERS WINDOW SYSTENS 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 SUBSTRATE BY OTHERS MIN.EDGE DIST. 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 n SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER �p 1/4"MAX.SHIM n� Q Z 3 Q Z 0 ❑ [J PERIMETER SEALANT Z W LU 0 Q w 0 W PERIMETER SEALANT BY INSTALLER w Z O Z W-Z H BY INSTALLER INSIDE AND OUT O Q(q�}O D_�m INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q�w O O SEALANT BEHIND SEE TABLE 1 O 0 H 0 Lj Q=I...0: FLANGE BY INSTALLER SEALANT BEHIND 00 Z to 0)Z Z F?(d FIN BY INSTALLER Q O Z U(-Z>V U INSTALLATSEE TABLEION ANCHOR HORIZONTAL SECTION C HORIZONTAL SECTION8 7ypICAL JMAB ANCHORAGE TYPICAL F W ANCHORAGE >w O w ?20 O z HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q = b-p wFe OU7w NOJU1F- CL a 0 _~ 0w w=ofU) 0 a F- °. 3 wa SEALANT BEHIND 1/4'MAX SHIM P;'cg"ryw 11, FLANGE BY INSTALLER C� �.6•.•�,\ SF q�.� v: No 58201 '13% PERIMETER PERIMETER SEALANT *' A. •*C BY INSTALLER MIN.EMBEDMENT ' INSIDE AND OUT SEE TABLE 1 �' = �g�: STATE OF :Luz SUBSTRATE BY OTHERS SEE TABLE _ .MIN.EDGE DIST. %Olist SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE O� 9/22/2017 TABLE 1:APPROV D LJION FASTENERS �a TE TYPE ANCHOR TYPE MIN.EMBEDM LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2° 1-1/8° 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 F ILLED CMU 117 PCF MIN.) 3/16"INV TAPCON BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1° 1° INSIDE AND OUT. PH.941-380-1574 D HORRONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MW.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HLTT KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DWG#: REV.: 1/8°ALUM.(6063-T5 MW.)OR #10 GRADE 5 SELF-TAPPING/ - FULL THREAD MIN..1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE1/e"STEEL(33 KSI MIN. DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16° SHOWN FOR FLANGE WINDOWS. 1.2 8 OF 8 �i it i. i PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS: 2. HS 3. HS 1/4%2018 Florida Building Code Online I BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida �d �': Product Approval `USER:Public User Product Aooroval Menu>Product or Annlicatlon Search>Aonlicatlon Ll st>Application Detail • • FL# FL16736-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I i i Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc i Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc I Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE O Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReport871C.pdf I 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 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4i2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 I i i Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736_.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE Eva IRepo rt869C.odf I.G.must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. eacic 6Vext I Contact Us::7601 Blair Stone Road.Tallahassee FL 32399Phone:850-487-1824 i 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: r" pwj ® eCheck M ;Credit-"Card, i ;5afe I i I i ,I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?patam=wGEVXQwtDqu8oblg/g2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXA*/o3d`/*3d 2/2 I 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 I Evaluation Report 871C August 29,2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) I Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 j Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standardsperformed 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-871 C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,4A, -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,ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • 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 • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. y1y9. 0' Z. Lucas No 58201 �. Turner 2017-08-30 16:09+20:00 %P = STATE OFOj .'•per s 0+ �,'� �� 8/29/2017 Lucas A. Turner P.E. ��f� i � At-� i+��*� FL PE#58201 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED I/WV-I(N1Y/CITY/ACL\W� SYSTEPISILL/`//�+'�/J�� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 190D 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. WWWCWS.CC 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:'OX","XO". 74°.MAX UNIT WIDTH HORZ.SLIDER 33"GLASS 0.LO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES g ¢w 0 -- I — ASTM E-1300-04e01/09. z W-i p �z w w z0? W==—- I I Fn 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL F W?i z>Z O Br 2 641/4" I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z= ¢�w p 0 MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0�-OO Li 0-P=I—0_ FLANGE B B ANCHOR CALCULATIONS. ❑ z_m z z (OIL HEIGHTzz 0 V Dj Z 7 U- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F z LL 00 LL O REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 3:0 Fw-H H 0 z UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ _ rn U z 0 63' MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w0 0)0 w w w MAX FLYING DEBRIS. aUNIT Z 2 ii 2 JO 9� HE GHTO X j 59 91/L16° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT x F-w w 3 W r SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a o a. HEIGHT 8. tgtuUq�� 5813/16• I I I I e IES/MODEL DESIGNATION HS-8200. DESIGNATION RAND OSTAND FOR THE FOLLOWING: %Al FrG�'G 9.THE .w GLASS I 5 X=OPERABLE SASH,O=FIXED SASH Z—: No 58201 'A DLC r DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I j I I D LOCATION. 13 STATE OF ;,40 I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. C' � NAI S40+nu�tp. ,`,` rA &5 LucasTurne 33'GLASS DLO 365/16"MAX SASH WIDTH r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN Br. DATE: GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING-- = IMPACT RATING DWG#: REV.:,- ANCHOR SCHEDULE&NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACTCWS-871 c INSTALLATION DETAILS...........................5 SCALE: SHEET 1:15 1 OF 5 a 7 8 7 30 2 Qzmm INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT 3 owo wwoW o� �o w zoz X--t 41 40 3 1 9 39 O OI=2O!�wo0 SECTION B-B p Z-j?a.z���_ 8 11 NOTE:FIXED LITE AT HEAD ¢ P i a N p O IU Q AND SILL IS SIMILAR. O F F Z 31 Q O0�}73'0m w LL co w�QJf✓)F- M 19 aco 0 w1--0 W=w� 38 3 d F=- D_ ��W a. 1 1 ,,,�1►�uuu+��,A&#,36 3 %%` PNORE W T��i 19 41 4 .G• � F HEAD IMPACT HOOK(TYP.) ��• No 58201 q MIDSPAN OF SASH (ITEMS 35$36) 7/8'OVERALL 'b' :¢ 9 STATE OF .kiZ 1/8'ANNEALED orTEMPERED �O•l�'�,A, 1'.a� d"•�40R1�. �•` INTERIOR I I 7/16°AIRSPACE �,�ONA„S1o'10`` I I 5/16°LAW 1/8'ANNEALED ROTARY LOCK(TYP.)ONLY ENGAGED MDUPONT PVS INTERLAYER 43 TO HURRICANE ORCE WINDS. q I �/ I LOCATED AT THIRD POINTS 1/8'ANNEALED 19 (REM 27) rIG T GLAZE'H' 9/22/2017 13 F(� 3 n�' X 552 LUCAS A.TURNER,P.E. 1 �uI cul FL PE#58201 41 1239 JABARA AVE. 8 5 NORTH PORT,FL 34288 I PH.941-380-1574 16 SHEET DESCRIPTION: 5 I GLASS BITE 0 0 3 SECTION VIEWS AND XDURASEAL GLAZING DETAIL q ERDRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK ANDJAMB ROTARY LOCK LOCATIONSADE 10/10/13 1:20 GLASS TYPE DWG M REV.: SECTION GC 1.1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 n PARTS LIST 31/8°� CORNER CONSTRUCTION i E FIL ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8• 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum j 1 1/2• WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum U__(D 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCAI A,FLORIDA 34474 1/16• W W W.CW S.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16^ 39/16' 21/6° 1/16' 5 H3048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16' L 6 H-6050 Sash Meet.Rail,PVC Mikron PVC Lo C(ALLSI ES)ORNED 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL- 1836 IMPACT 9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P3033 Screen Spring,SS Hurley F1 15/16• 1 3/16' S z ¢ 3 -23116' �'j slls" g 3 W O D 11 P3113 Screw Support,PVC Team Plastic Rubber 6 I Z w D <i---w o 12 P3218 Screen Frame Ailmetal RollFonn I . 7 4 40 W Z w Z O m 13 P3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8' 15/8" q 1 5/e' 1 5/16° LL F_w 3 z}I-�M_ 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1 I I LI I 1/16' FIXED O O~O a W O O 1/16° L 1/16° L U 1/16° L SCREWEDnTOCETHER WRH U O u)y z° �a 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone 16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 OUTE 8RAME Z O Z U uj Z O=0 U 17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab ~Q O W FO f Z n¢� F—xZ_ 18 P3539 #8 x 3/4°Square TEK 2 Zinc Fastenal Steel 5/8^ 3/4' Fa 0 O }j O 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/16" 2 Z m w U p�!2 I­- (L w— /� LL 20 P3752 Cap Plug,1/2"Hole M&M Nylon 1° 1 15/16^ I�! 1/16• p w H O m=x or O L 1/16^ L IL F a w� wa 21 P-6250 jSpring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 22 P-4779 r,Tandem MM Nylon OREW 23 P-4051 #81x 1 1/4 Ph FH TEK,Wht. Fastenal Steel i 6" i 1 5/ts" 35 3/16° 3/4° 7/16' 11 .GQ9 N� TGQAy��, 24 P-4069 Keeper,Impact,PVC Interlock 71L 1/16' �� 34 z-i No 58201 •' ;0 25 P-4479 Weep Cover w/Flap M&M Nylon T 1/113, ?i 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 r +—,/,@, S ro• :gr S.B.RJS.S.R.-1498 ROLLER TRACK-1776 '9�. STATE OF :LU 27 P-4958 Rotary Lock Sullivan Zinc %O•,• <u. 28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/15' :e4`•'c( ...... ��� 29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0 1/4• 41 x7/13'-{ �4�sS4ONA`EC,�►�� 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement,Head Keymark Alum 6• I -I 5/e"f- 7/}° 971 31 32 S-1498 Reinf.S.B.R/S.S.R, Keymark Alum1/16• 5/8° 36 PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum V 1/16° 9:7-1 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2• 11/8"1 3/8^� /5/16'1 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum I 1/1J��_ 3116° 3g —T-1/16" LUCAS A.TURNER,P.E. 37 S3005 Anti Lift Mikron PVC — FL PE#58201 F�3'�I t---{-1/2^ 1/16° 38 56013 Scm.Adapt.,w/Nib,PVC Mikron PVC 11 PVC ANTI-LIFT-13005 1239 JABARA AVE. 7- �� PVC SCREEN CATCH-6013 NORTH PORT,FL 34288 39 S-6014 Scm.Adapt.,PVC Mikron PVC I SCREW SUPPORT-3113 40 S-6063 Fixed Rail Coker Mikron PVC 1 PH.941-380-1574 1/g• 1 SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 5/16° 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 1_143 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone f,— A. PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 33 SHEET 1:2 3OF5 WINDOW SYSTEMS 121/2'MAX,O.C.(TYP.) 1900 SW 44TH AVE. _..{ (TYP.> 3"(TYP.) 4°MAX. P OCALA,FLORIDA 34474 6°MAX.(TYP.) I SEE NOTE 2 •) 8°MAX.O.C.(TYP.) 6°MAX.(TYP) � 8200 PVC 3.gyp') q°MAX, SEE NOTE 2 WWW.CWS.CC -- -- -- -- -- -- -- -- INSTALLATION II I ANCHOR(TYP.) I I I INSTALLATION B" HORZ.SLIDER I I II I I I I ANCHOR(TYP.) IMPACT I MAX.O.C. I (TYP.) I g oWo WuJ 17° z WJa ¢ a W MAX.O.C. I II I I I I W zOZ w-z�- (TYP') I O II X I I O I X I Z Z—w aOm 3r = O OI-OV�=Ow I z o�DZZ��� ¢ zU�zIOLLa II ^ I I I ^ I <3 o w O=O z II I I I I W 0(nw}julC'La - LL(AWOp�(nF- z- 0_ wlz-O IL -- -- -- -- a a =�a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT ,tgttutnrp, pNOREW T, # t No 58201 +: x-03 eae :9 STATE OF ,LU Oma. .�kr: ........... O RP NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE "ZI 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. 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 5. 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 AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. - CWS-871 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/AAMA200(FLANGE WINDOWS), FMA(WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)cTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT gs�mffl eVdTYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY /I"/71jMW.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 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 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1BYINSTALLER $200 PVC INSIDE AND OUT SEE TABLEII ANCHOR HORZ.SLIDER SEALANT BEHIND SEE TABLEDMENT IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM fl �° a gz3aZC, PERIMETER SEALANT Z W Op Q F W-0 W PERIMETER SEALANT BY INSTALLER W Z O Z ~ BY INSTALLER INSIDE AND OUT a LL H W§Z}Z O Ix 11 Fa INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q SEALANT BEHIND SEE TABLE 1 U O F-O d =FO M INSTALLATION ANCHOR Z to n' FLANGE BY INSTALLER SEALANT BEHIND p Z-to Z F=)to SEE TABLE 1 FIN BY INSTALLER Z �B ` HORIZONTAL SECTION O V ; >V SECTION ZaZU OZ<�OZTYPICAL IN ANCHORAGE H 5 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 6 w g fj)j.�.O a p LU w=win 1/4"MAX SHIM (L ° wa SEALANT BEHIND ipiuup� FLANGE BY INSTALLER 0 KEW "Fi� TG PERIMETER SEALANT `��GQ,.•��C E N SF'"�Z�'. BY INSTALLER MIN.EMBEDMENT ,.' No 58201 SEE TABLE 1 INSIDE AND OUT 'b :fig ��t STATE OF .W SUBSTRATE BY OTHERS %OTaF� dP: �� SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 ,6"9/ONALEi��� A VERTICAL SECTION �Ili1�U�ipi 5 TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 F TYPE ANCHORTYPE MIN.EMB LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/19'ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLAN 1 7 PCF MIN.) 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) . 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-157.4 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW 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 ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ .FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FW 12X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5 OF 5 n 1/4%2018 Florida Building Code Online fit.. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search Florida r °': Product Approval USER:Public User AOP.�'' tfm Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail • FL# FL5823-R8 Application Type Revision Code Version 2017 Application Status Approved I Comments i I Archived El Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc jAuthorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc i Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 i Validated By Steven M. Urich,PE j D✓ Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R8 COI EvalReport155D.pdf Referenced Standard and.Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE%3d 1/3 1/4/2018 Florida Building Code Online i 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 10/02/2017 j Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description j 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.12df Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile,see installation dwgs.for Max.size and FL5823 R8 AE EvalReoort155D.Ddf DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes 30 ft. in HVHZ.Glass complies to ASTM E1300-04. 5823.2 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalRenort440C.pdf must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. I 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont.Hd. &Sill (double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile,DP= +/-67.5 psf,Max.size 74-1/8"x FL5823 R8 AE EvalReport491C.pdf 72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes 30 ft. in HVHZ.Glass complies to ASTM E1300-04. 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.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: Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalRenort295E.pdf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. i i Uacic R1ext i 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: htt0s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE%3d 2/3 1/4/2018 Florida Building Code Online W ® ME m 4Cr.`edlt C,6(, Safe •j r I I I i I I .I I I I i i I I I I i httpis://w m.floddabuilding.org/pr/pr,app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrS!EW2m3mv6FSF7061cmWE%3d 3/3 i I 1 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 j Evaluation Report 155D August 28, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 53 1/8"x 76"unit size at up to+/-67.5 PSF, 36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 I 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 6`h 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-155D,signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3 668-1,-IA, -2, -2A, 3669-1,-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155D, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-155D. Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures,and with max. glass DLO heights as shown in CWS-155D • 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. 16-11117.021 • Requires Quanex(Milron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 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 I in any other entity involved in the testing or approval process of this product. �t1ORE 4e Iff4tr��i z' LUCBS � 8/28/2017 Turner * Lucas A.Turner, P.E. 2017-08-30 = FL PE#58201 -o. .c� 15:59+20:00 '33% STATE of W 1i�.�01VAIL SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: �j�77=�/j//�� SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 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. WWWCWS.CC 54 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC OVERALL FLANGE WIDTH 37 3.CONFIGURATIONS:°O/x°. SINGLE HUNG 531/8°MAX.UNIT WIDTH OVERALL FLANGE WIDTH 4815/16" 4.DESIGN PRESSURE RATING: IMP�4HU GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND CT GLASS TABLES ASTM E-1300-04e01/09. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 3113/16' INFILTRATION TEST ASTM E-1300-D401/09.ESSURE AND GLASS TABLES Z W j o W W o w 77A1/4' I I GLASS DLOw z 0 z _� � OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 9 R W 2�z}O w�2 FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x zd w O O HEIGHT I I __ DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-O V¢=F= O 33 15/16 -I- ANCHOR CALCULATIONS. U U �Z a o GLASS 631/4"OVERALL I I I O t7=ryj =)L)- 76' V to 76° I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP p z LL m z O LL Z MAX I I HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL � O I.-F H O' UNIT 2Z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ _ HEIGHT 62" B O B DLO SS HURRICANE WINDS AND FLYING DEBRIS. w _ O w�w MAX R z0a O_jmH UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT IL w I=O a= HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. m = = w�w CO B I D. f- D. D: D. 37 SH6" I I 6 8.SERIES/MODEL DESIGNATION SH-8100. MAX C 34' tttOREW� SASH I I e GLASS 30 5/16" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ���ttt POREIN HEIGHT X D DLO SASH X=OPERABLE SASH,O=FIXED SASH ��`JGQ •��C EIJg�.,Q2�' 6 HEIGHT '` GLASS &- No 58201 *'.'P I I I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - I I I I I LOCATION.Ccc '*; 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. $13STATE OF ;mak/' C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". ',•• S ........ O R 1 QP G\��,, e �i ONAL p �4 S� 'EC 463/8° 2M ���I/Upplttt GLASS DLO GLASS DLO 49 11/16° 31 5/16° LucasTurne MAX SASH WIDTH MAX SASH WIDTH r �7 2017-09-22 9/22/220117 11:38-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS.....1 NON-HVHZ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS...............................2 53-1/8"x 76" ADE 06/10/08 +/-67.5 PS DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 NON-HVHZ +6 - SF CWS-155 D ANCHOR SCHEDULE&NOTES..........5 36"x 62" INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF SCALE: SHEET 1:1 1 OF 6 7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS � 1� 1/8"ANNEALED 1/8'ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16°AIRSPACE 7/16'AIRSPACE OCALA,FLORIDA 34474 WWW.CWS.CC 5/16'LAMINATED GLASS 5/16°LAMINATED GLASS 1/8°ANNEALED 1/8'ANNEALED 8100 PVC —.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8'ANNEALED 1/8"ANNEALED IMPACT QUANEX DURASEAL OUANEX DURASEAL IG SPACER IG SPACER I GLAZE'H'OR SIKAFLEX 552 18 PURFECT GLAZE'H'OR SIKAFLEX 552 ZZ WJo QtW2WSS BRE 1/2'GLASS BRE WO ZO? D'C c"atg3}OD'�mLL F-W Z F-3:21 38 Z Z2mQD'WOO U U(DI-VaF(UdO z-U3-Z �fn O0:1ZOWZOW0Q�QWOSOZ'< UHZtn W00��0WfnWLL'(>)W O-AmFaO W~� LU 0:LU GLASS TYPE A a D D. SASH LITE ON�PNO,RE�y�T�i C EtV S�GQti�� 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ;' No 58201 •�:�� 1/8'TEMPERED 1/8'TEMPERED 7/16°AIRSPACE 0�1�` 7/16'AIRSPACE �'Q ,.FTATE OPS*aW �= 5/16°LAMINATED GLASS 5/16'LAMINATED GLASS �i�CCsO p�. 1/8"ANNEALED 1/8'ANNEALED tNA lEN``� .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT 1/8'ANNEALED 1/8"ANNEALED OUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE'H'OR SIKAFLEX 552 9/22/2017 LUCAS A.TURNER,P.E. 01 12 1/2"GLASS SITE 1/2'GLASS BITE FL 1239 A 1239 JABARAVE.A • 38 38 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: q GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 _ DWG#: REV.: GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1:1 2 OF 6 INTERIOR �� f1(lf 7a WINDOW SYSTEMS LLl 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC a, 41 8100 PVC 1 o p SINGLE HUNG IMPACT 46 � � Q z QZ� 12 21 Z WJO QkOW W ZOZ W--F- 20 12 20 26 Q SECTION VIEW B-B z z=N Q X w O O O OHO�jQ=r= U U(nF aP�a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o z-w z z_F�In RIGHT SIDE SHOWS SASH SECTION VIEW. O z V(6z�0 V �-LL,2O z 30 Q�OW-=0- Q w� �UtZtq 38 w O1�yOW�W 31 29 p WI=-w W=�� 5 a F=- o = Wa 7 INTERIOR 4 �© , PgDREW g GQ. 19 No 58201 %'A'. STATE OF W R 10 � 8 13 foONA101?,`,' 12 14 9 I 15 f� 25 O 9/22/2017 LUCAS A.TURNER,P.E. 40 FL PE#58201 O _ p0 �]0 16 1239 ABARA AVE. 2 — ou 8 NORTH PORT,FL 34288 PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43-45 SCALE: SHEET 1:2 3 OF 6 ----- - ---------------- -=-------------- -------- - PARTS LIST FRAME CORNER ITEM PART# DESCRIPTION MATERIAL VENDOR31/8° CONSTRUCTION 1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON• VIN.YIsv((C�4KlWWU WINDOW SYSTEMS 2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON 1 115/16' I--2 3/16^ 1900 SW 44TH AVE. 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 2 �I OCALA,FLORIDA 34474 4 H-1836 Ahem.Fixed Meet Rail ALUMINUM KEYMARK 3 I LI s WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON 11/16^ 1518' ff 816 H-6027 Sash To Rail PVC MIKRON 1/1s^ I1N68100 PVC 7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK o L1116• CORNER WELD 8 FI-6028 Sash Bottom Rail PVC MIKRON (ALL SIDES) SINGLE HUNG 9 FI-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT 10 H-6004 Sash Side Rall PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 11 5-1498 Reinforcement for SSR ALUMINUM KEYMARK ;� Z 3 ¢Z 3: 12 S-6064 Glazing Bead PVC MIKRON F- 0 w 0v�w OMIA p 13 P-3118 Keeper,SweepZ WJD Lock ZINC SULLIVAN 3 1/8° O Z 0 Z}O—Z m 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL u Z W 3 Z 0 W�z 15 P-4632 Sweep Lock ZINC SULLIVAN 47 1 1/2° O O H O U�W I.O.,o 16 P-4633 Barrel Fastener STEEL FASTENAL 13/16" FIXEMEETING AIL 0 0 co I•-Z 0 F rn 0_ 17 Block&Tackle Balance STEEL CALDW ELL 2118• 10 4 SCREWED TOGETHER WITH Z 00=Uj—1.- U— 18 Purfect Glaze"FP or Sikaflex 552 SILICONE HENKEL/SIKA OUTERFRAME ¢ <Z LL o LLZ 1/16" 1:8 > ¢ -OW—MO- 19 W—M O— 19 Sash SEE SHEET2 GLASS CARDINAL 9/16• 0 1 516° n 2116" 1116" a O U F Z 20 Fixed_SEE SHEET 2 GLASS. CARDINAL u 1116' w on W o w w w 21 P-3429 W .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB Q.Q. z CL W p J to F 22 P-4638 #8x2-1/2 PH Mod.Truss,Type A,TEK2 STEEL FASTENAL ~'1^ 00 W F O a.. W w 23 # 10 x 1 1/2"Panhead SMS STEEL FASTENAL 2° PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 d F=- a 0- 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 "10191188" 25 S-6014 Screen Catch PVC. MIKRON 26 S-6013 Screen Support PVC MIKRON ,�JGp, EN FeG�PZ.,� 27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL 28 1 P-3748 1#6x0.625"QuadFhTEK,Wht ZINC FASTENAL 15/16• 9/16• No 58201 �13� 29 P-3783 Impact Lock STEEL INTERLOCK 1/2• 1 vs°� 5/16" 0, 30 P-4069 Impact Keeper STEEL INTERLOCK 5 I '%V.t STATE of ,-Z 7/8° F1 tL� 6 15/16° 5 :O: :ZU 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,W ht STEEL FASTENAL L 045• 1/16° 4��8` (o R t p 1'. ���� 32 P-3218 Screen Frame ALUMINUM ALLMETAL 1/16" PVC SCREEN CATCHI/013 PVC F IL COVER-6063 PVC SCREEN SUPPORT-fi014 ��x'%S/ON �N►��`, 33 P-3321 Screen Comer Ke PLASTIC M&M PVC SASH STOP-6025 34 P-3228 Screen Spine RUBBER. DAPA 35 P-3581 Screen Cloth VINYL WIER 36 P-3033 Screen Spring STEEL HURLEY x� 37 P-3029 Screen Pull Tab STEEL HURLEY 5/8° 38 P-3352 Set Bic.85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOW E 3/1 �4" 1/4^ r19/22/2017 39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL 3/16^40 P-4479 Wee cover PLASTIC M&M `' ` 15N1" 7 718• LUCAS A.TURNER,P.E. 01 41 P-3113 Screw Su rt RUBBER TEAM T 1/16° � L 1/16" 39 A#RA AVE.1239 JABARA A 42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 43 P-3059 Sash Cam PLASTIC M&M - PH.941-380-1574- 44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION: 45 P-3342 Seam Sealer SILICONE SCHNEE 46 P-3752.Hole Plug PLASTICM&M BOM AND EXTRUSIONS 47 H-6048 Frame Head,FIN,Single Hun PVC MIKRON 1l2• 48 P-4959 W .,0.420 x 0.187 back NYLON AD ULTRAFAB 3116 �3°� 41 DRA DATE: ADE 06/10/08 _ DWG It: V.: : RE SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SSE` SHEET 1:2 4OF6 `e 15'MAX.O.C.(TYP.) WINDOWM 6-MAX.(TYP.) 4"MAX.(TYP.) 8"MAX O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP) 4°MAX(TYP.) FF OCALA,FLORIDA 34474 4'MAX(TYP.) 8°MAX O.C.(TYP.) WWWCWS.CC -- -- -- -- ANCHOR AT MIDSPAN(TYP.) 6'MAX(TYP) 4"MAX.(TYP.) FF 6'MAX(TYP-) 8100 PVC B" -- -- SINGLE HUNG 14" O MAX O.C. O IMPACT MAX.O.C. (TyP-) 8. (TYP) L I 1 I I 110 13/1 0. 1 O MAXI (TYPO.C. I O I Q w O y W o p (y Z WJD ¢ w I I --`61TG RAIL I I (TYP-) w Z o Z�-O=Z m _ (y a Hw§ZI-3:M'_ 4-(TYP.)� -`MrGRAL Z Z=M a 0_ID 0 0 O 0F0w d<=Fw U UoHZMf- oD4"(TYP4"(fYP.J O Z(7 ZF-D03 X Z VU I I Q3:OWO20? 4 4 4 4 a Hownw �30� a I- 0 w=�� IL ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a H D- tr 3:w SIZES OVER 36"x 62" SIZES OVER 36"x 62' SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER o"Ituupq'r % ,GPy�C Sh GPq�y r t No 58201 t 75 ...o NITS OP'�`'•`' NOTES: , til 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 1` Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET;SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.- DWG#: REV.: CWS-155 D 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) 1:25 50F6 w , - �fi MIN.EMBEDMENT 11 Tl/7(� j/tlTJ4yj)� ...L-� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEPIS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 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 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1BYINSTALLER SEE TABLE 1 8100 PVC NSIDEAN OUT SEEABLEIQNANCHOR SINGLE HUNG SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM TZ �° a Z O <,3: PERIMETER SEALANT Z W Q W C,W PERIMETER SEALANT BYINSTALLER Ur Z O Z X k Z H BY INSTALLER INSIDE AND OUT Q H W 3 Z O W�_ INSIDE AND OUT INSTALLATION ANCHOR Z Z= ¢ BEHIND SEE TABLE 1 O 0 F-O =OF M INSTALLATION ANCHOR FL�PJV�GE BY INSTALLER SEALANT BEHIND 0 0 0 y z 4. [L SEETABLE 1 FIN BY INSTALLER z�1 0 Z_L)N Z 0 V HORIZONTAL SECTION C HORIZONTAL SECTION Q 6 TYPICAL FIN ANCHORAGE a.�PLLW =O Z 6 TYPICAL JAMB ANCHORAGE }F I-H Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O O F }L)?�O U) W U.'n W O J CO)F a _F- LU 3:w� _ 1/4"MAX.SHIM a F- D. w a SEALANT BEHIND _ FLANGE BY INSTALLER ............ �C PERIMETER SEALANT E N S•�,• BY INSTALLER MIN.EMBEDMENT No 58201 INSIDE AND OUT SEE TABLE 1 , SUBSTRATE BY OTHERSO ",•STATE OF Z13 <U SEE TABLE 1 MIN.EDGE DIST. ��.F"• O R 1 A VERTICAL SECTION SEE TABLE 1 A�U.,/ONA� 6 TYPICAL SILL ANCHORAGE I TABLE 1:APPROVED INSTALLATION FASTENERS ° 9/22/2017 Fefts FIM111F I WE ANCHOR TYPE T. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8° FL # 'i PERIMETER SEALANT 1239 JABARA RA AVE.A R GROUT-FILLED CMU(117 PCF MIN.) 3/16"RVI/TAPCON 1" 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 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM 690) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMW.SOUTHERN PINE(G=0.55) 1.9/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMW.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 ITW FULL THREAD UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08 1/8"ALUM.(6063-T5 MW.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD- -MIN.1!4"FILLET, F LL.PERIMETER, ADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"STEEL(33 KSI MIN. DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PIS IN ACCO BY INSTALLER. CWS-155 D _ ) -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 a �G '