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Building Permit Application
1 I ' i TALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED c l� Date: Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce Ft 34982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: Shutter P.ROPC?SEB'IMPROUEM'ESNT LOCATIQNuT Address: 7100 MAIDSTONE DR PSL,FL 34986 Legal Description:MAIDSTONE(PB 43-11)LOT 100 I Property Tax ID#:3322-505-0109-000-2 Lot No.100 Site Plan Name: Block No. Project Name:HAROLD &PATRICIA GRAY Setbacks Front Back: Right Side: Left Side: I �; t ,r' r k�.: �' w "�. a"' r § 4 4 'ng'7� 7.'�*-Pc. f�ETAILED�DESCRIPTION ,nF WORK �� ;. ' , ���. �, = �5 _,. I Replace j9 Windows& 1 Doors Fl. 1Srl�cb `C-1 yL -1WL}-1 I C �V'5TRUCT1:UNt I0 MATI°O w ACIC11tional wor toa er orme un er t s perm t—check a appy: E1HVAC E_Gas Tank Gas Piping Shutters Windows Doors Electric 0 Plumbing 05prinklers Generator Roof Total Sq. Ft of Construction: S .Ft.of First Floor: I Cost of Construction:$ 28,000 Utilities: Sewer Septic Building Height: I ' TO ° CONCTQR GI1t/NER/LES5EE,� ._fi' a ..n ,a `$}n;,A x j Name HAROLD &PATRICIA GRAY Name:DAN BECKNER Address: 7100 MAIDSTONE DR Company:PARADISE EXTERIORS LLC City: PSL - State: FL Address:1918 CORPORATE DR Zip Code: 34986 Fax: City:BOYNTON BEACH State:FL Phone No. 440-242-5351 Zip Code: 33426 Fax- E-Mail: Phone No. 561-732-0300 Fill in fee simple Title Holder on next page(if different E-Mail:paradiseexteriorsllc(a,2mail.com j from the Owner listed above) State or County License:SCC131150472 I If value of construction is$2500 or more,a RECORDED Notice of Commencement is required, i I SUPPLEMENTAL CONSTR'UCTIgN LIENJLA1111 INFQRMATI�N ,y DESIGN ER/EN GIN EER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. 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 Homeowners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In 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 Bullding Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoingo full concurrency review:room additions, accessory 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 Improve is to your pr perty.A Notice of Commencement must be recorded and posted on the jobsite before the f rst ins p If you intend to.obtain financing,consult with lender or an attorney before t commerici work 'r di our otice of Commencement. 1 C igna ure of*Owner/KAgent/Lesse Signature of Contractor/License Holder COUNTY OSTATECIFFF ORIDA CSTATE OUNTY OF OF FLORIDA/ ' ,The forgoing instrument was acknowledged before me The for instrument was acknowledged before me thisdayof� I1_ . 20by this � day of MCIy 20,W by iqeow .6'eA [Name f person owledging} f person acknowledging) ;;P}'" '4 IE SA JAMES HO LL _,; MY COMMISSION 2015763 MyCOMMISSION it P246672 "s t.a EXPiRES:Apdlie _ @1ttES:Sep 22 2019 �'�',ddc;°:'BordedThruNa"PuUr IwMen WPM {Signature tary Pi bli State of Floan "`' (Signature of Notary Public-State of Florida} Personal) sown OR Produced Identification Personally Known Lf" OR Produced Identification Type of Identification Produced Type of Identification Produced ? Commission No. 6(P'7,7/ (Seal) Commission No.�, S X63 (Seal) i I Revised 07/15/2014 r REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE � INITIALS • i Florida Building Code Online } ❑I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in , compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL20838 R2 COC 6thEdFBC-FL20838.12df Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date Validated 08/09/2017 Date Pending FBC Approval Date Approved 08/15/2017 Sum am ry of Products-- -- -^�a �- r .z.,,�.' K :- -.3.r ....�> :.t... FL#,,.; Model"Number or Name Description <. 20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.pdf Approved for use outside HVHZ:Yes FL20838 R2 C CAG 138-1395CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138- 3 7 .AR.pdf T i Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.12df Other: Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.pdf `YC reinforcement,standard sill riser,and annealed laminated FL20838 R2 C CAC 138-570CAR.pdf glass to +/-DP50. Design pressure+/-65 with light Quality Assurance Contract Expiration Date reinforcement,standard sill riser,&heat strengthened 04/18/2020 laminated glass. Installation Instructions W FL20838 R2 II GWS-1150-R1.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1150-111.pdf Created by.Independent Third Party: Yes 20838.2 SGD,8800 Sliding Glass Door 8800 Series-5'X`8'.Panels .Limits of Use Certification Agency Certificate Approved foruse in HVHZ:Yes FL20838`.R2 C CAC, t38-1601CAR.[df Approved for use outside HVHZ:Yes` F 08 8 R A 138- 602 AR.pdf Impact Resistant Yes Fm638 R2 C ICAC "138-571CAR,udf Design,Pr essure..+80/-80 r'.. Quality Assurance;Contract Expiration Date 'Other- Impact vinyl sliding glass doorwith heavy -,' 04/22/2020' ,reinforcement and high sill riser to'+/-DP80. Installation Instructions FL20838 R2 II CWS-1151-R1.Rdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party:Yes Evaluation.'Report' 08 8-,R A vain nort1151=R1odf r Created by Independent Third Party:'Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.odf " Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.pdf Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to+/-DP65. Installation Instructions FL20838 R2 II CWS-1152-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third`Party: Yes Evaluation Reports _FL20838 R2 AE EvalReport1152-111.pdf Created by Independent Third Party:Yes https://Iloridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgtbxPgODTr%2bXw3Ilhpg57t2Lrf rwU%2bnoGogvBGdB206JA%3d%3d[I/3/2018 5:32:28 PM] Florida Building Code Online v�:-r.... .. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 z' ...,, The State of Florida Is an AA/EEO employer.Coovriaht 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 4 mail 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 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: Rid ' Credit Carc1 -3afe: �z i I i I I I i i I i https:Hfloridabuilding.org/pr/pr_app_ctrl.aspx?param--vGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2LrfrwU°/a2bnoGogvBGdB206JA%3d%3d[1/3/2018 5:32:28 PM] i URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A.#29779 i Evaluation Report 1150-R1 November 21,2016 I Product Description: Series 8800 Vinyl Sliding Glass Door,Large Missile Impact Resistant,4' nominal panel widths,96"door heights,with design pressures of+/-50 psf(annealed laminated glass)and+/-65 psf(heat strengthened laminated glass),with panel reinforcement required as shown in CWS-1150-R1 i 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,5h I Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. I Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-1150-R1, signed and sealed by Lucas A.Turner,P.E. 3) Keystone Certifications CAR documents 138-569, 570, 1394.0, 1395.0, 1397.0,and 1398.0 4) Test Reports F1575.05/06/07/08/09/10/11/12/13-401-18/44,from Intertek/ATI,Tampa, FL(TAS testing signed/sealed by Justin P.McDonald), and CWS-010-02-01/02,by PRI Construction I Materials Technologies,Tampa,FL(TAS testing signed/sealed by Zachary R.Priest),with testing performed: TAS 201/202/203-94,AAMA/WDMA/CSA 101/I.S.2/A440-11,ASTM E 1886-05,ASTM E 1996-09 5) Supplemental Calcs.to support CWS-1150-R1,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-11.50-R1. Limitations of Use: This product: • May be used in sizes,design pressures,and with max. glass DLO sizes as shown in C S- 1 0- 1 • Is large missile(91b 2x4, 50 ft/s)impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas • Requires laminated glazing as shown in CWS-1150-R1,with Kuraray(prev.Dupont) .105"PVB interlayer per Miami-Dade NOA 14-0916.10 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 i Certification of Independence: I do not have,nor do I inten to acquire,nor wi I acquire, a mancia 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. I �s p1 REW 9A & . r Pio -5$2€31 i A ; r -a. 11/21/2016 -0 . STATE OF ';u�. Lucas A. Turner P.E. R O_: '' ;6'S•'• R ti's- �C�N��� FL PE#58201 '00; 6'/ONA, Florida Building Code Online DI affirm that there are no changes in the new Florida Building Q Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL20838 R2 GOC 6thEdFBC-FL20838.ndf Product Approval Method Method 1 Option A n=or Date Submitted 08/09/2017 Date Validated 08/09/2017 r Date Pending FBC Approval _ Date Approved 08/15/2017 x: . Summary of Products ry"� t 7 N FL"# Model,lYumber or Name . Description �., 20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8' Panels ' Limits of Use Certification Agency Certificate - w Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.pdf = Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.pdf Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.pdf x= { Other: Impact vinyl sliding glass door with light _FL20838 R2 C CAC 138-569CAR.pdf �- reinforcement,standard sill riser, and annealed laminated FL20838 R2 C CAC 138-570CAR. dmf t> glass to+/-DP50. Design pressure+/-65 with light Quality Assurance Contract Expiration Date ' reinforcement,standard sill riser,&heat strengthened 04/18/2020 laminated glass. Installation Instructions _FL20838 R2 II CWS-1150-R1.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1150-R1.pdf Created by Independent Third Party: Yes 20838:2 SGD 8800 Sliding Glass Door,8800 Series-5'X 8' Panels ,Limits of.Use , Certification.AgencyCertificate, Approved for use.in HVHZ:Yes; FL20838 R2 C' CAC"138-1601CAR.Odf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR^.pdf Impact_Registant:`Yes FI-20838 R2 C CAC 138-571CAR.pdf Design Pressure: +'80/-80 QualityyAssueance'Contract Expiration Date , Other:Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and'high sil•I riser to+/-DP80. Installation Instructions 171-20838 112-II CNLS 1151-R1.j df' ' - Verified By: Lucas Turner FL PE 58201° y Created by Independent Third Party:Yes, EvaluationfReports , FL20838' R2' AE EValf{eporti151-R1:Rdf Created by Independent Third'Party:Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10' Panels Limits of Use Certification Agency Certificate ° Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.pdf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.12df Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.pdf n. Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to+/-DP65. Installation Instructions FL20838 R2 II CWS-1152-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third`Party: Yes Evaluation Reports _s FL20838 R2 AE Eva1Report1152-R1.p f Created by Independent Third Party: Yes https://floriaabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDgtbxPgODTr%2bXw3Ilhpg57t2LrfrwU%2bnoGogvBGdB206JA%3d°/a3d[1/3/2018 5:32:28 PM] Florida Building Code Online k� r� ' Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 k'y 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: ® eCrteik M Credik Card f 3 -Safer i I I i I https://Poridabuilding.org/pr/pr_app_dt1.aspx7param=vGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2LrfrwU%2bnoGogvBGdB206JA%3d°/`3d[1/3/2018 5:32:28 PM] URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 1150-R1 November 21,2016 Product Description: Series 8800 Vinyl Sliding Glass Door,Large Missile Impact Resistant,4' nominal panel widths, 96"door heights,with design pressures of+/-50 psf(annealed laminated glass)and+/-65 psf(heat strengthened laminated glass),with panel reinforcement required as shown in CWS-1150-R1 i 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-5 h Edition(2014)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-1150-R1,signed and sealed by Lucas A.Turner,P.E. 3) Keystone Certifications CAR documents 138-569, 570, 1394.0, 1395.0, 1397.0,and 1398.0 4) Test Reports F1575.05/06/07/08/09/10/11/12/13-401-18/44,from Intertek/ATI,Tampa,FL(TAS testing signed/sealed by Justin P.McDonald),and CWS-010-02-01/02,by PRI Construction Materials Technologies,Tampa,FL(TAS testing signed/sealed by Zachary R.Priest),with testing performed: TAS 201/202/203-94,AAMA/WDMA/CSA 101/I.S.2/A440-11,ASTM E 1886-05,ASTM E 1996-09 5) Supplemental Calcs.to support CWS-1150-R1,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-11.50-R1. Limitations of Use: This product: • Maybe used in sizes,design pressures,and with max.glass DLO sizes as shown in C S- 10- 1 • Is large missile(91b 2x4, 50 ft/s)impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas a Requires laminated glazing as shown in CWS-1150-R1,with Kuraray(prev.Dupont) .105"PVB interlayer per Miami-Dade NOA 14-0916.10 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 i Certification of Independence: I do not have,nor do I inten to acquire,nor wi I acquire, a mancia 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. I �tittttt���rrtf�i •a �J✓ No 582€11 STATE OF r fir: 11/21/2016 . 0 .. , Lucas A. Turner, P.E. FL PE#58201 i i' D'ocirnent Title: Doc No: FRM 81-02 Structural Performance Rev No: 7 Pam of: kCYSTONt7, �eRT,P,�Ar,oNo. Gertif icati on Authorization Report Required By: _PRO B1-03 CAR& Product ID Number: 138 - 1395.0 Issue Date: 6/24/2016 Revision Date: 6/24/2016 Expiration Date: 5/11/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued;by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardi2od evaluation. of the product conducted by an independent accredited laboratory in I accordance with,the specified referenced standard. Actual fenestration product performance may vary based on many factorsi including installation, condition; of the wall/roof substrate and the age of the product and installation components This report indicates the product is eligiblee for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing,certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a, certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. I Licensee Information: Product Information: Custom Window Systems, Inc Model: SGD 8800 Impact Sliding Patio Door 1900 SW 44th Avenue Operator Type: SD Ocala FL 344:74 Config; All/Ast/SR, GS-7/16"Ann Lami Mono or IG Max Width: 288 Max Height: 96 Referenced Standard: roduct Rating: i PA/TAS 201/202/203 Large Missile, DP +/-50, 288x96 XX XXXXP Qualifying Test Information: Test Report No: ATI-F1575.05/.06/.08/.09/.10/.11-401-44 Test Report Expiration: 5/11/2020 :Authorized Signature: Keystone Certifications, Inc. 2016.0 6.27 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 X0754:42 -04'00' Phone: 717-932-8500 ,4y Fax: 717-932-8501 W W W.KEYSTON ECERTS.COM SLIDING GLASS DOOR - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR VI%WCWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 185 "4 PANEL WIDTH' 8800 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) 4815. 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT SLIDING GLASS MAX.PANEL WIDTH LIMITED TO: DOOR-IMPACT A POCKET "XO""OX""XX"„OXO„ XXX""OXXO" "XXXX" "PX" "PXX""PXXX""PXXXX""PXXP""PXXXXP.."PXXXXXXP", PXXXXXXXXP" F 40 II 2 TRACK,3 TRACK,4 TRACK ;"GLASS DLO Q II _ _ _ _ _I 4.DESIGN PRESSURE RATING: I II I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE m m II AND GLASS TABLES ASTM E-1300-04. 95• I II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, Ow W MAX. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z O UNIT B I II C B ASTM E-1300-04. LO EIGHT I II 11 W Z j II B 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN Q O 93g" I II �/ I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 D. D_ MAX. I X X II X X F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 ❑ jx HEIGHT II I 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. o L) ❑ w I 15„ II G 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT ¢ ❑ I SSS II 12 REQUIRED. p DLO IIktit AllZ II I 7 TOGETHER.V NTSARE.ALL FRAMES ARE EPROC SSEDANDTHERMALWELDED �0NOREW%ffoi, I IIll� I II I=> 46,O.-I.-*.,OEN,SFGPyL. I II I 8.SERIES/MODEL DESIGNATION SGD-8800. �,•'� No 58201 t�71 • 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP Z,70% STATG OF 12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A �'i�S�.......... a\�� SIMILAR LOCATION. 11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. yZ 11/`21/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE OF CONTENTS SHEET DESCRIPTION: GENERAL NOTES&ELEVATIONS....1GENERAL NOTES AND DESIGN PRESSURE GLASS TYPE SECTION VIEWS.................................2 MAX.PANEL SIZE IMPAC ING ELEVATIONS BOM&GLAZING DETAIL....................3 4 DRAWN BY: DATE: EXTRUSIONS...................................4-5 +/-50 PSF A LARGE MISSILE BLZ 05/06/16 TRACK WIDTHS..................................6 48-15/16"x 93-3/8" +/-65 P B IMPACT DWG 0. REV.: ANCHOR SCHEDULE&NOTES........7 ANCHOR PATTERNS......................8-9 CWS-1150 1 INSTALLATION DETAILS.............10-11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE: SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 r 41 28 11 40 00990yff�/ 35 14 WINDOW SYSTEMS 341900 1900 SW 44TH AVE.� 34 0� OCALA,FLORIDA 34474 ❑ 12 60 36 Q�7 O 14 WJV.CWS.CC o D 10 ❑ i W a 39 29 26 ss 23 ❑ 8800 PVC o o P 3a 14 Q SLIDING GLASS a � 30 13 13 ❑ 11as 39 DOOR-IMPACT d d 19,20,21,58 � P 34 a° 14 ❑ ❑ 36 15 a Lij� �0 33 [5 19,20,21,58 12 0� m m 16 34 14 OZ LL 36 SECTION VIEW B-B 6 z O 13 V) Z 68 39 ❑e a 2 'w 1 (na CI0❑ 0 00 w U 6 � o 12 CI o 54,55 a , 31 I%p{ ,,,,j� z urns as ,,��� PNOREW 36 ❑ 59 �p� ...EIJSF 'Q2i: ❑ D ❑ D ❑ D a o No 58201 •��1 L L❑.1 ❑ �51�: STATE OF '�.s 22 �'�s.c�O•R'..... A11�p�. FIXED PANEL ifill x� 33 ATTACHMENT 36 11/21/2016 32 17 LUCAS A.TURNER,P.E. FL PE#58201 8 1239 JABARA AVE. 23 NORTH PORT,FL 34288 p p p n PH.941-380-1574 63 8 p o p UI SHEET DESCRIPTION: sm 3 �O❑❑ ® ° ®❑0a X11°a❑❑ o❑❑ ❑❑F�o� SECTION VIEWS s7 39 27 ALTERNATE SILL RISER VIEW DRAWN 6Y: DATE: SECT ICON VIEW A-A LIMITED TO+65 BLZ 05/06/16 NO SILL RISER DWG ff. REV.: NOTES: CWS-1150 1 ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE 20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE SHEET 1:3 2 OF 11 PARTS LIST PARTS LIST �— � ITEM PART# DESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION rKeymark NDOR MATERIAL /Jj) 'L/a(/G 1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Aluminum WINDOW SYSTEMSp�(1�J2 1-46161 2-Track Sill Vision PVC 52 S-2059 Screen,Sna Cover ymark Aluminum 1900 SW44TH AVE. 3 K6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock rofile Aluminum OCALA,FLORIDA 34474 4 H 6165 4Track Sill Vision PVC 54 P-5477 Block,Anti-Lift wrence Nylon WWWCWS.CC 5 K6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,#14 x4"PH PN SMS astenal Steel 6 K6162 3-Track Head/Jamb Vision PVC 56 P-4269 Screw,98 x 1"PH PN Tek Fastenal I Steel ` 8800 PVC 7 K6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,98 x 2.5"PH FL Tek Fastenal Steel 8 S-2064 Roller Track Insert Keymark Aluminum 58 P-4962 Screw,#8x3"PH FL Tek Fastenal Steel 25 SLIDING GLASS 9 S-6171 Cover,Sill Track Vision PVC 59 P-5565 Screw,912 x 1 1/2"PH PN SMS Fastenal Steel FRAME CORNERS DOOR-IMPACT 10 S-6169 Cover,Interlock Vision PVC 60 P-5566 Screw,#12 x2 1/2"PH PN SMS Fastenal Steel MECHANICALLY FASTENED 11 S-6172 Cover,External ReinforcemenUP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 12 S-6175 Track Filler,Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nylon 13 K6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.531"x 1" Lamatek o 14 H•6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,FrameAssemh ,2-Track ILam:atek B I15 K6167 Astragal Vision PVC 65 P-5493 Gasket,FrameAssembly,3-Track Butyl 16 1+6170 gating Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Butyl 17 K2060 Sill Riser,2.875" Ke mark Alurrinum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" oLL z 18 H-2062 Sill Riser,4.067' Keymark Aluminum 68 P-4366 Dust Plug,1"x 3"x 1" zO w19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum 69 Screen,S line Rubber W z Ln 20 P-5558 Support Channel,Bat Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth a O Lu 21 P-5511 Cover,Panel Glide,Interlock Lawrence Ion71 r Quanex AIum/B I W a 22 P-5516 Bracket,Fixed Panel Bear's Metal Alurrinum PANEL CORNERS THERMAL WELD w U 23 P-3300 Wts .,0.280"x 0.187"Back,Fin,Black Ultrafab 1"OVERALL 1"OVERALL 1:8 O W 24 P-3438 Backbedding,Purfect Gaze"H'Hot Melt Henkel/Sika Silicone t'TEMPERED 16'TEMPERED ¢ ❑ 25 P-3514 Screw,#10 x 2"Ph Comb Hd Fastenal Steel —3.AIRSPACE 26 P-3587 Screw,#8 x 1"PH FL TEK-Roller Asm/Mortise Lock Fastenal Steel 9 AIRSPACE 8 AIRSPACE z 27 P-3752 Hole Plug,0.500"Dia.' Progress Plastics' Ion j fi ANNEALED 16'7HEAT STRENGTHENED `,',�`N�rRrrEr `,f, 28 P-3789 Handle Set with Thumb Turn Amesburyor Roto Ts LAMINATED Ts LAMINATED ,��5 P........",T�y� 29 P-3792 Keeper Amesbury .105"PVB INTERLAYER 105"PVB 30 P-3793 Multi-Point Mortise Lock AmesburyINTERLAYER �� No .58201 31 P-4250 Screw,#10 x 2.5"PH PN SMS-Keeper Fastenal Steel 3'ANNEALED 32 P-5287 Tandem Roller Assy,2.125"Dia Wheel Amesbury 'HEAT STRENGTHENED .o * "W 2 �� STATE OF lug 33 P-5438 Setting Blocks,0.090"x 0.875"x 1.5" Franke Lowe Rubber Off. 4u 34 K1769 Reinforcement,Interlock Keymark Aluminum �r�S<p R 35 K2068 Reinforcement,Astragal Keymark Aluminum is 16 36 S-1775 Reinforcement,Lock Stile/Rails Keymark Aluminum 33 8'GLASS BITE 33 8"GLASS BITE 37 K2111 Reinforcement,Fm,Interlock Ke mark Aluminum Z2 38 S-2071 Reinforcement,External,Interlock Keymark Aluminum 11/21/2016 39 S-2069 Frame Insert,Installation Anchors Keymark Aluminum 24 PURFECT 24 PURFECT 40 H 2063 P-Hook Keymark Aluminum 71 cwzE H 71 GLAZE H LUCAS A TURNER,P.E. FL PE# 41 S-2065 P-Hook Ada 12 r Keymark Aluminum 39 JABARA RA AVE.A 42 S-2048 Screen,Astragal Ke mark Aluminum 13 13 NORTH PORT,FL 34288 43 S-2050 Screen,1-Tr2ck Head Keymark Aluminum PH.941-380-1574 44 K2051 Screen,1-Track Jamb Keymark Aluminuml SHEET DESCRIPTION: 45 S-2052 Screen,1-Track Sill Keymark Aluminum Ill! `lfl Ilfr U BOM AND GLAZING 46 S-2053 Screen,2-Track Head Keymark Aluminum DETAIL 47 S-2054 Screen,2-Track Jamb Keymark Aluminum GLASS TYPE A GLASS TYPE B DRAWN BY: DATE 48 S 2055 Screen,2-Track Sill K mark Aluminum 49 S-2056 Screen,3-Track Head Keymark Aluminum GLASS TYPE DESIGN PRESSURE . EV.: 2016 50 S-2057 Screen,3-Track Jamb Keymark Aluminum RATING DWG It. REV.: A +/-50 PSF CWS-1150 1 B +/-65 PSF SCALE' SHEET 12 3 OF 11 JZ-' 2 40 B 9^ 18 `V-(.f2f0.v(Dl4!/[/[1CG• O 2 13 15 17 L WINDOW SYSTEMS 118 � 3. OCA A, LTHAVE. 32 4 CALFLORIDA 34474 �0❑❑❑❑0❑❑❑0 16 W W W.CWS.CC 168 2-Track Sill-6161 1^ ' ^ 2-Z- 4T3 3^ 32 s^ 8800 PVC 48„ 1• " ,s 16 SLIDING GLASS 0 Q 3 18 sill Riser-2oso DOOR-IMPACT 11-- ll0❑❑❑13 _3 L 0❑❑❑0❑❑❑Oa 32 ❑ 6063-T6 �� Sill Riser-2062 r° H 3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 o 1 Astragal-6167 P-Hook-2063 g 6063-T6 m m LT 4 O 116 (� 0 O JIZ3 2 36 � Z O o °D °a a o 33f- ° I{� L� wz > ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑e `1 s^ 2" n J -'--+ o.1oa� 39 a � 4-Track Sill-6165 a Reinf.,Ext-Interlock Reinf.,Frame-2069 p � 14 I2 jk 41 6005-T6 6063-T6 Q W P-Hook Adaptor-2065 5 Lock Stile-2086 6063-T6 1g' 1 z 116 D s 36 `►tippunfrr�ri OME=, �❑tl8 3 L�2�1�� ,,,.` yOREW D ❑ . e ....... o 'JVP;��cEMs�•.Ryc�' 2-Track Head/Jamb-6160J-19' r 4" ^ 1�" -".� No 58201 Cover,Ext Reinf.& 11 HooksVip-6172 8j" +9% STATE OF .�41 Cover,Interlock-6169 Reinf.,Intedock-1769A Reinf.,Lock Stile-1775 Q'• r 10 `'•:G 6 6005-T6 6005-T6 :�cs •. "�a 1 ` 13 116siG, 37 rr11�r1,r,ti.. Lo �❑❑❑0❑❑❑tl0❑❑❑Oe T- is B 2 5„ 35 1 " z 3-Track Head/Jamb-6162 9 i8 11/21/2016 ll Cover,Sill Track-6171 0^ er Track Insert-2064 LUCAS A.TURNER,P.E. 6063-T5 FL PE#58201 log 7„ 1239 JABARA AVE. 1� 7 5 2 7,1 I3 NORTH PORT, 28 380-574 16 Q O `" " 16 3? I SHEET DESCRIPTION: - ❑❑❑0❑❑❑0❑❑❑o❑❑❑oa L —1L EXTRUSIONS t ��� �� 1��� 18" Reinf.,HD Interlock-2111 4-Track Head/Jamb-6164 T- 6005-T6 DRAWN BY: DATE: 12 IG Glazing Bead-6170 Reinf.,Astragal-2068 BLZ 05/06/16 DWG# REV.: Track Filler-6175 6005-T6 CWS-1150 1 scALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 2 4 OF 11 12" 2k-1 0ylLy / l•045 43 WINDOW SYSTEMS 1" 1 1900 SW 44TH AVE. 1 tj 1. W W W.CINS.CC FLORIDA 34474 Screen,1-Track Sill-2052 Screen,1-Track Head-2050 O O O 5 " 8800 PVC s SLIDING GLASS 5" '1 ae �L 4s DOOR-IMPACT zz 6 1" 116 7. Screen,2-Track Sill-2055 + Bracket,Fb(ed Panel 3• 6j Screen,2-Track Head-2053 P-5516 T9 J } m 615 51 49 0 U) U. Z 6., 4.„ Z O 16 W Z T_ Screen,3-Track Sill-2058 Screen,3-Track Head-2056 54 I n F m a_ w 1 �a, --116'r LS 526, 1 I 12 1 " 42 21 II � III III MI I+ III III — II 17' *•t�1O11E1111,1"•.� i2a •`�,p10RE ,' Screen,Snap Cover-2059Block,Anti-Lift NS. r'o P-5477,Nylon Screen,1-Track Jamb-2051 Screen,Interlock-20tea,: No 5820, sic• Screen,Astragal-2048 L i8 l.9� STATE OF :Lu- 4 w+ 3, —— fi i���c�s<'...... OP JC 47 LTC __ Jl 2�' 2 �I eIIIIIIlII 11/21/2016 20 6 20 LUCAS A.TURNER ,P .E.Screen,2-Trade Jamb-2054 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I 5" HP4'(� @ I 4" so 2 III ' VIII SHEET DESCRIPTION: I II I III I I III III � III I II I III EXTRUSIONS 9 ,, I I III III I III I=III J— I I I I I I III r —L _jIII DRAWN BY: DATE: Screen,3-Track Jamb-2057 I I II II I I III BLZ 05/06/2016 DWG# REV.: CWS-1150 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-Reinf. SCALE SHEET Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11 58,. . 1� ��(�ClDfifltl' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 WS.CC „ 8800 PVC 9 H-2060 n I7 H-2062 SLIDING GLASS Q D OQ O D O Oo O DOOR IMPACT offo omoo ❑❑o❑ o ❑o ❑ 0❑ L�:oEEI]DI'TO�:EPE]EII-IEIEIEI'[. � 0❑ ❑ ;aw 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser ' o Sk 1 8- m m O CD Z LL O x rn z 0 0 9 9 EL oar ❑a❑oao❑oo (� Oo Q w Ccon -)❑a❑o❑❑❑0 011 -1Z 2T Sill w/1T Screen 3T Sill w/1T Screen 12 J„ 13” '�jGpS.�0ENSF•.,'�tr v: No 58201 -A SLATE 4F L L ❑❑❑o❑❑❑-0EJLJ ❑❑❑oa❑❑o❑❑❑o❑❑❑00 11/21/2016 3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E. FL PE#58201 16 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38b-1574 SHEET DESCRIPTION: TRACK WIDTHS J O O DRAWN BY: DATE: BIZ 05/06/16 � O Lj OO DWG#. REV.:O 0o � 0 CWS ,100 -,150❑❑❑ ❑❑ ❑❑ ][ SCALE: SHEET 4T Sill w/3T Screen 1:2 6 OF 11 P ti P-HOOK 6 ANCHORS @ 4" PANEL-TYP ANCHORS 3"EDGE �Cyll�lGl!// • MAX 6"MAX.TYP. TYP- 4" ((LL�IUI✓�✓� P. I \. �,. I I /'\. '\ I i OF PNEL WINDOW SYSTEMS TY I ITYP• 1900 SW 44TH AVE. ' ' •' � � OCALA,FLORIDA 34474 I II I W WW.0 WS.CC II 12"MAX.O.C. MAX I II 8800 PVC TYP I I SLIDING GLASS L I I DOOR-IMPACT I II I F m m I II I o z I II Iz o I II I � w •• > Fl 00w I II MID-SPAN I Qa H II PANEL I C2 a o L) I I=> II I=> I � � I III °z I •I i I I •I I I ��. 04 REW rire FIXED PANEL CLIPS :J;• to v No 58201 S NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) �,* 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8&9)EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL % STATE OF �4i2 (SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN H00KSTRIP. •SOT•,q� OP. �� Opt (3 2 SHIM AS CONSTRUCTEDEQA EACH HIGH INSTALLATION TALDENSATIOTY PLASTICNO BETTER.WOOD SHIMS ARE NOT AX OWED.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ��ir1s+6NA� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. `L NSTALLATION ANCHORS MUST BEM D O OR R T D C ROI R L TING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST 11/21/2016 BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,FL 34288 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DAT 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. BLZ 05/06/16 _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG x 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-1150 1 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SCALE SHEET 1:20 7 OF 11 E INTERLOCKS t ASTRAGAL21"O.C.TYP..MAX SYSTEMS WINDOW PANEL P-HOOK �6 TYp, 6"TYP. WIDTH 3" AVE.TYp. I� 3"TYP. �~ 1900 SW 44TH AV OCALA,FLORIDA 34474 W WW.0 WS.CC LOA, V7 M 0 6"11YP. 8800 PVC SLIDING GLASS ADD SUBSTRATES 2 DOOR-IMPACT 2T SILL ONLY 2T JAMB TMp. TYP 4 m W INTERLOCKS Z ASTRAGAL PANEL P-HOOK IF.-6"TYP. 21 O.C.MAX J s.:6"TYP.�1 WIDTH 1—4"TYP. 4"TYP I �� —� m m O Z Al Z_ _O Ix LD 3"TYP. a 6"TYP. p 0 o U Lu W 4a d H � TYR m n. ❑ 0 0 o 0 Dco U q W Q ❑ Z TYP. _ 1{ e„ Wcoc s.as! A-s 3T JAMB iuut� }c TYP. ONLY 1{ w� NOREW 3T SILL TYP. �wvvyEiasfiG ,: c v r` No 58201 ��� 4 INTERLOCKS � PANEL ASTRAGAL "O 6"TYP.� WIDTH P-HOOK6"TYP. 21"O.C.MAX 'Aa STATHflF �W4 4"TYP. 4"TYP. TYP. 0I 0 6"TYP. 4j. 11/21/2016 / TYP LUCAS A.TURNER,P.E. 4 j"TYP. / FL PE#58201 1239 JABARA AVE. o 0 o I I NO PH.941-380-1574 RTH PORT,FIL 288 SHEET DESCRIPTION: ANCHOR PATTERNS WOOD SUBSTRATES 1 (JAMB&SILL) ONLY TYp,IIS' 4T SILL 4T JAMB - TMP DRAWN BY; DATE: BLZ 05/06/16 DWG# REV.: CWS-1150 1 NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 INTERLOCKS ASTRAGAL �(yllA�L411000(1•�//� f HOLE PATTERN P-HOOK WINDOW SYSTEMS FOR ANTI-LIFT 6"TYP. PANEL BLOCKANCHORS F---4"TYP 1900 SW 44TH AVE. WIDTH OCALA,FLORIDA 34474 W W W.CNS.CC 00 0 .0 O. o I I I ! I I 8800 PVC I SLIDING GLASS o o O O O 1_ _ 1^n,P DOOR-IMPACT ^TYR 111111 SUBSTRATES � F}",TYp. 2T HEAD 4"TVP ONUf F f � p INTERLOCKS f HOLE PATTERN ASTRAGAL 6"TYP. PANEL FOR ANTI-LIFT P-HOOK m m WIDTH BLOCKANCHORS O Z I.L. O Of Ln 00 0 o U Z W aO H w o 0 a a ^ ❑ m TYR W U ❑ 07 ❑ W Q O o a 0 1-TYP O Z rrooD su6sTRATEs--� `,aat+tuueir+�4r ten. PNOREby 3T HEAD ONLYO♦p`?: GEM rGQ'�i 2v: No 58201 G f INTERLOCKS PANEL HOLE PATTERN ASTRAGAL :0 STATE OF �Gi' �6"TYP. WIDTH FOR ANTI-LIFT P-HOOK �,�,,,c BLOCKANCHORS �• .� .ti:QA6��♦ �a^Trp. a"TrP. .E`' ......���rS`S/ NA�-ti�:♦�f� += '++r+nmaafa 711 u o IPJ xZ 11/21/2016 1 1 o o TMP LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 0 0 0 01 0 NORTH I I PH:941-380-1574 SHEET DESCRIPTION: 0 1"TrP ANCHOR PATTERNS (HEAD) WOODStJB�fRA't'EES DRA BY: DATE: ONLY BLZ 05/06/16 4T HEAD DWG#. REV.: CWS-1150 1 NOTE: CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 5 2 TRACK HEAD ANCHORAGE o(y(jpv((.t,(//" Iltt��//II INTERIOR �{I 1/4"MAX WINDOW SYSTEMS MIN.EDGE DIST. SEE LAYOUT ON BHT 9 I 1900 SW 44TH AVE. SEE TABLE 1 39,FRAME INSERT REQ'D AT I OCALA,FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REQ'D WWw.CWS.CC AT ALL FRAME ANCHOR SUBSTRATE A LOCATIONS BY OTHERS MIN.EMBEDMENT a 8800 PVC' SEE TABLE i SEE TABLE 1 SLIDING GLASS PERIMETER SEALANTo SEELAYOUT DOOR-IMPACT o BY INSTALLER �� �p� 00❑ ON SHT8 INSIDE AND OUT -'MAX. SHIM a m W Q ' MIN EDGE DIST � p o� SEE TABLE 1 PERIMETER SEALANT m m INTERIOR COMPUANT VI TH AAMA 800 BY INSTALLER INSIDE AND OUT OILL Z INSTALLATION ANCHOR O SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT SEE TABLE 1 SEE TABLE 1 W Zlw O SEALANT BETWEEN SILLm ¢~. RISER AND FRAME BY B HORIZONTAL SECTION p of INSTALLER 9 2 TRACK JAMB ANCHORAGE OW � PERIMETER SEALANT El BY INSTALLER ����❑ a❑❑�� O INSIDE AND OUT DO NOT COVER Z SUEP HOLES BSTRATE MIN.EMBEDMENT SEE E1 �� NDREW�T��i BY OTHERS ��,v, AGE Ng'' �Q'4 SEE TABLE I MIN.EDGE DIST. 39,FRAME INSERT REQ'D AT No 58201 SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS �9t STATE OF :"41,: /—A"\VERTICAL SECTION 2 TRACK SILL ANCHORAGE PERIMETER SEALANT COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 11/21/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. EE TABLE 1 FL PE#58201 1239 JABARA AVE. ..........._......., SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574 SUBSTRATE TYPE ANCHOR TYPE NII EDMENT MIN.EDGE DIST. SHEET DESCRIPTION: CONCRETE 2.0 KSI MIN. 114"INV TAPCON 1-1R" 4" INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-314" 2-12" HOOKSTRIP 2 TRACK 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ITW TAPCON OR 1-31W 7/B" ELCO ULTRACON a-MAX.SHIM DRAW BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-318" 718" BLZ 05/06/16 16 GAUGE(0.060f)MIN. #12-14 HILTI KWIK-FLEX OR ITW FULLTHREAD STEEL STUD 33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 1rY DWG#. REV.: 1/8"ALUM.(EOS3-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION CWS-1150 1 1/8"STEEL(33 KSI MIN.) DRILLINGSCREW THRU 0.125 1R 9 HOOK STRIP SCALE; SHEET HOOKSTRIP OR JAMB FRAME ONLY: 114'ELCO ULTRACON 1-314" 2-1/2" 1:3 10 OF 11 HOLLOW OR GROUT-FILLEDCMU ASTM C-90 3 TRACK HEAD ANCHORAGE 1/4"MAX SEE LAYOUT39,FRAME INSERT REQ'D AT INTERIOR ��6pS� DDflfl� MIN.EDGE DIST. ON BHT 9 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS AT ALL FRAME ANCHHOROR SEE TABLE 1,BHT 10 DO FRAME INSERT 1900 SW 44TH AVE. AT SUBSTRATE LOCATIONS OCALA,FLORIDA 34474 BY OTHERS VWWJ.CWS.CC SEE TABLE 1,SHT 10 MIN.EMBEDMENT 0 SEE TABLE 1,SHT 10 8800 PVC PERIMETER SEALANT BY INSTALLER �ffa❑ D�i(�� QaaSLIDING GLASS INS DE AND OUT i"MAX_J SHIM af"1 SEE LAYOUT ON BHT DOOR-IMPACT LL❑JJ INSTALLATION ANCHOR oc Z INTERIOR SEE TABLE 1,SHT 10 r° H SEALANT BETWEEN SILL Oa RISER AND FRAME BY INSTALLER PERIMETER SEALANT p p p I�� MIN EDGE DIST m m BY INSIDE NSTALLER p p O DLl SEE TABLE 1 BHT 10 DO INOT COVERT �o❑❑ ❑❑ �0o0 I O z D PERIMETER SEALANT I. Z WEEP HOLES COMPLIANT WITH AAMA 800 MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT 0-' Ln SUBSTRATE - wj BY OTHERS SEE TABLE 1,BHT 10 0 O W SUBSTRATE SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT a¢. F SEE TABLE 1,SHT 10 SEE TABLE 1 BHT 10 v) D_ MIN.EDGE DIST. 39,FRAME-INSERT W SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 RECD AT ALL FRAME ANCHOR LOCATIONS HORIZONTAL SECTION 00 W 10 3 TRACK JAMB ANCHO Q 0 D VERTICAL SECTION 1/4"MAX 10 3TRACK SILL ANCHORAGE INTERIOR Tr Tr 0 Z 4 TRACK HEAD ANCHORAGE "39,FRAME INSERT �[] 39,FRAME INSERT REQ'D MIN.EDGE DIST. �� AT ALL FRAME ANCHOR Q�y�� 11OREW SEE TABLE 1,SHT 10 SEE LAYOUTREQ'D AT ALL FRAME T ON SHT9 ANCHOR LOCATIONS LOCATIONS P VGE%SSF MIN.EMBEDMENT Q NO 582D1 �L SUBSTRATE SEE TABLE 1,SHT 10 ;; C ' BY OTHERS �❑q 9; STATE OF 141 SEE TABLE 1,SHT 10 I I r� PERIMETER SEALANT LJ SEE LAYOUTR1�� <OR1Q-. BY NSTALLER �a❑�(]il] I]i1��3(]00 �� 1„MAX ao ON SHT 8 INSIDE AND OUT p a SHIM X 11/21/2016 INSTALLATION ANCHOR INTERIOR a❑ SEE TABLE 1,SHT 10 _S EALANT BETWEEN SILL LUCAS A.TURNER,P.E.FL PE# 01 RISER AND FRAME BY INSTALLER a© MIN EDGE DIST 1239 JABARA AVE.A PERIMETER SEALANT SEE TABLE 1 SHT 10 NORTH PORT,FL 34288 BYNSTALLER O O i❑� _ - PH.941-380-1574 DO NOT COVER �oa� ❑��❑ ❑❑�a 01J SHEET DESCRIPTION: INSIDE WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS SUBSEALAN STRATE SEE TABLE 1,BHT 10 COMPLIANPERIMETET WITH AAMT A 800 3&4 TRACK BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE: SEE TABLE 1,SHT 10 SUBSTRATE MIN EMBEDMENT BLZ 05/06/16 MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT BY OTHERS SEE TABLE 1 BHT 10 DWG 4t SEE TABLE 1,SHT 10 y - ---ON BHT 8 REQ'D AT ALL FRAME SEE TABLE 1,SHT 10^ - - ANCHOR LOCATIONS / v ,HORIZONTAL SECTION CWS-1150 1 E VERTICAL SECTION \LUJ 4TRACK JAMB ANCHORAGE SCALE SHEET 10 4 TRACK SILL ANCHORAGE 1.3 11 OF 11 Florida Building Code Online - s DOW * t � •. �( �. i a l3 9 « n71i,VIM s f F y1 BCIS Home j Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Unks Search FloddB Product Approval _ 191 :USER:Public User - , i'ftSC� _Product Anoroval Menu>Application Detail �• m:' FL# FL13010-R5 a Application Type Revision a Code Version 2017 Application Status A proved 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 245 kpine@cws.cc 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 t 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 Category Windows Subcategory Fixed a Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE k 3h 0 Validation Checklist-Hardcopy Received z Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA IO1/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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56IeCsOc92Q%3d°/a3d[1/4/2018 5:12:09 PM] Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary=of Products F'L# `' � °� 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 R5 C CAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 38-136 .pdf Impact Resistant:Yes FL13010 R5 C CAC CAR 138-S62.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-81501 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 R5 IT CWS-433D.ndf Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE EvalReport433D.pdf Created by Independent Third Party:Yes .13010.2 RW-8150 PVC.Fixed Window- PW-.8150.PVC Fig/fin Fixed Window,,Continuous.Head&Sill. Limits ODU-se': 7 ,Certification"Agency Certificate .Approved for;use in HVHZ:,,.Yes �. FL13010 R5 C,CAC CAR_138-26`1e2.pdf C,. F ' ..Approved forYuse outside HVHZ:rYes.` FL13010 R5 Cp CAC CAR•138-705e21pdf 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 ftJn HVHZ. Installation Instructions Glass comp llesto'''ASTM'ES300-0.4. .'. ' EL13010' RS II CWS-510C.pdf, Verified By: Lucas A.Turner 58201 Created by,Independent Third Party:Yes Evaluation Reports FL13010 R5- AE EvalReport510C.pdf Created by1ndependent 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 R5 C CAC CAR 138-482e2. d[dff 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 R5 II CWS-373C.pdf _- Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE EvalReport373C. d[dff Independent Third Party,Yes 1,3010.4 . PW-8300 PVC-Fixed Window PW-,8300 PVC Fig/Fin Fixed Window. _ Limits of Use Certification Agency Certificate. Approved for use in HVHZ Yes i•n, FGi3010•RS= C CACI AR 138="1093._ Approved for.use'outsid,e HVHZ:'.Yes -FL13010 R5 ''CAC CAR 138-1320.pdf :;Impact Resistant:Yes = FL13010 R5'C-CAC CAR 138-250e2.pdf Design Pressured N/A -FC13010 R5'C`CAC CAR 138-274e2.pdf :Other:_Large�Missile Impact, See,Installation Drawings for. . FL13010 'R5 C CAC CAR 138-457e2. M_ax,size and DP',s. Outer;lite must,besafety,giass.above 30 ft FL3010 R5,C CAC CAR 138465e3.6rif https:Hfloridabuilding.org/pr/pr_app_tl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] Florida Building Code Online in HVHZ.:Glass complies to ASTM E1300-04 -F 1.3010! R5 eAC CAR 148-534:pdf. p FL1,301 o R5 C A scAR-138-73oe2.6df FL•13010 R5 C'-CAC'CAR 138-739 1of Quality Assurance Contract Expiration Date . 04/29`2018 Installation L1�I ti Instructions F ., RS S-159E.pdf Verified B y: Lucas A.:Turner 58201 e ,v, x Created'by Indepenrdent Third Party pYes Evaluation�Reports" . F•1 0 0 RS AF FyalR portl 59E.[adf ``Createdby Independent Third Party:Yes y�. 1 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 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 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: Credit Card- W Safe 1 1 i 1 https://floridabuilding.org/pr/pr app_tl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56IeCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 I Evaluation Report 159E Se tember 7 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit sjare or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements Edition(2017)Florida Building Code including the HVHZ. The product testing standards perfo 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 El 886-05,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 14-0916.111 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 17-0206.101 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`"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. '+��p►11tf1fl)�)t No 5$241 zx 9/07/2017 Q.. STAT€ of t�uti Lucas A. Turner, P.E. A, .p�,����*, FL PE #58201 0R1 ., i0NA ;S�Q',. Domment Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Pew of: 1 KEYSTONE, Certification G'CitTIPICATIONB•INC, Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration,Date: 3/16/2020 Company Code: 138 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified.referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization,. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom.,Window Systems,, Inc Model: 8300 Fixed with Fin or Flange 1900,SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-511611 Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: roduct Rating: PAITAS 201/2.02/203 Large Missile, DP +/-55.0, 48x72 O Qualifying Test Information: Test Report,No NCTL-210-3672-1 &-2 Test Report Expiration: 3/16/2020 i i Authorized Signature; Keystone Certifications, Inc. 20 1 5.1 1 .1 6 564 Old York Road, Suite 5 4,& Etters, Pennsylvania 17319 -�1- 34:52 -05'00' Phone: 717-932-8500 F,"R Fax: 717-932-8501 WWW:KEYSTONECERTS.COM. PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: QEt N1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED EMS I�1�/(�IIL(/��f TO 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 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 491/4" MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 48" 72 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 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 z ——————— —— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - - w 0 INFILTRATION TEST PRESSURE AND GLASS TABLES Z w-j g Q z w W zOz ���F ASTM E-1300-04e01/09. D u1� I >_0 W�m LL Pwmoizl-771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z z x�a w w 0 O MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 O r O j a X r m 73 FLANGE I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U UyF 0 z-?-z F j[LMAX4 FFLLGI I HEIGHT I I ANCHOR CALCULATIONS. 4 -z 0 o z 70 LL z OVERALL HEIGHT B I 1 I B I I 6 RPRODUCT EQU REDAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q �I�}? O I I 76' I I W o o 72" I I UNIT I I 7.ALL FRAMES ARE FULLY WELDED. 11 ?x a m x JO m MAX. I O I HEIGHT I I HEIGHT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a ~nm. w m a I I 731/8' I I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 69 GLASS I I e GLASS O=FIXED SASH. 01,gDREW TGi DLO DLO I 8 3''•`'p I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR C LOCATION. No 56201 ':'A 8 AI I 9; STATE OF Ur ------- -- I DL--------- �`.0� >,•<O.AI©P'N�� e A `''1SS/0NA` 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 I I DRAWN BY: DATE: ARCHITECTUGLAZING DETAILS.SHAPES..................3 ANY 48"x 72" +/-55 PSF ADE 05/05/07 SECTION VIEWS.. DWG#: REV.: 4............................... +- LARGE MISSILE IMPACT EXTRUSIONS&B.O.M........................ 72"X 76" CWS-159 E 6-7 ANCHOR SCHEDULE&NOTES.........6-7 5 PSF SCALE HVHZ 67. : INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 wlNDow srsTerts 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") a z ¢zF- OWO 3 . FULL CIRCLE z w_,0 a r z W W zOZ D'--F- TOMBSTONE p rw§zOWg= Z Z=2QxWOO O OU)OLjaFu)a Z p :l --So n Q zoozp�U �OWO=OZ W 00 >-OW V1W tY LL O J(A I- R 0 rl IF W�a w W� a D. goRE y����i� 1/2 CIRCLE `�`Q�? �GNS E `TGp�G4 v 1• No 5ffifl9 '�.� OCTAGON =*' * = TRAPEZOID p; STATE FL #58201 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. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF A RECTANGULAR WINDOWS ON SHEET 1. 1239 PORT, AVE. NORTH PORT,FL 34288 BAR 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 WINDOW SYSTEPIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 <Z3 I— 0w0 ww0o w zOOz Of -� ~ 0;7cw 0M3E w �-wzi- 3gx z zm2<WWOO O 0F-06<XF.c, 1'OVERALL 1'OVERALL U U O F Z D.F-rn(L o z—U) zF �� 3116'ANNEALED or TEMPERED - 3/16'HEAT STRENGTH or TEMPERED ZZ O z U U)Z O LL V 1/2'AIRSPACE 318"AIRSPACE of < 0 w�H O? 5/16'LAMINATED 7116'LAMI GLASS Wof 0 aj O w m w 1/6'ANNEALED 3116'HEAT STRENGTH d z=d p 7 .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER � _~O: w W rn EL F a Xaa 1/8'ANNEALED 3/16'HEAT STRENGTH QUANEX DURASEAL Ar,tPNORE. ;`?'''may IG SPACER PURFECT GLAZE"H' QUANEX DURASEAL 6 PURFECT GLAZE'H' %N p--�C EtJg'G%4 6 SIKAFLEX 552 SIKAFLEX 552 �JV,' �' F�'•.'�+ IG SPACER v.. No 58201' 10 1/2'GLASS BITE 10 1/2'GLASS BITE 7 7 90;, STATE OF .W: z5_11 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 MAX SIZE DRAWN BY: DATE: SETTING BLOCKS PER FBG 2411.3.3.1 X H ADE 05/05/07 DP+/-55 A 48X72 WG : REV.: CWS-159 E DP +/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 3 4 C��• wlNDow srsrErls Lv 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 s 8300 PVC it s sPICTURE WINDOW Q e IMPACT 71 a zaZ3.OH ❑WO QWpw10 oz�ZDOfzmZm2<wwig2 Z ZS0a<WOO O OFO�ja=F(L11U UTA�Zd~fAO.8 9 ❑ Z-U)-ZF�ySECTION VIEW B-B ¢ OZ O W ZO a 11 LL Z 10 } aOW°F0 Of 2� F- Z ~ 0❑wt}gOWfAW jE z(na OLumF- p WF--O d2�� a F x u,'�a INTERIOR ,``aaaaPg`O`� W����,' ?J.f No 58201 �� 9 STATE OF :46� O R 1 11 B 9 f OMfill 10 z� z �� 5 A.TUR17 NER, LUCAS A.TURNER,P.E. Q Q 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 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 WWW CWS.CC aa7a 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC zCRNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I: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 a z a Zo 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w o° ¢r o W 10 S-6064 GLZ- BE., FXD. (1" O.A. I.G.) MIKRON PVC o a w 3}a:—�m 11 GLASS SEE SHEET 3 z zLL mm<wwoo Z ZOV, j-?F—DW 31/8" 31/8" Q pZLL�OOLLZ <�OFFmO— O O W OzUi O�U)0W U)w �U7W 0JCAF- E a 1 2 3 4 5 w =ra w Ir 1IIII �IIIII D- O. 21/16' �U 1/16' �U 1/16' O OREW�gO' f' ii O pO ti�P.;;� s •.;Py 2 7/8" J ,t No 58201 •117 9O; STATE OF 11/2* PVC FRAME FLANGE-H-60066 PVC FRAME FIN-H-6006A X� 1/a 9/22/2017 LUCAS A.TURNER,P.E. 3" FL PE#58201 7/ 10 �� 1 JABARA AVE. 3/76' 8 NORTH PORT,FL 34288 PH.941-380-1574 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.(T'P.) WINIf�OW SY$TEP1s MAX.(TYP.) 8"MAX.O.C.(TYP.) 6'MAX(1-�.p) SEE NOTE 2 4' (TYP-) SEE NOT 1900 SW 44TH AVE. 6-MAX.(TYP.) OCALA,FLORIDA 34474 ------ --- ---------- WWW.CWS.CC I I I I I I I 8300 PVC I I MA'COC IA PICTURE WINDOW INSTALLATION (�') I INSTALLATION IMPACT IMAX O.C. I I ANCHOR(TYP.) I ANCHOR(TYP.) (TYP.) I I I r ❑W o fA W 0❑ I I I o ZfJ°nZ}oX�m O a I I I Z z=mawwoo I I o of�noza-coca. I I I oo z��z?I-❑m I I I So- a �Zu.20 :)U o I I I < oFp�o- I I I �} om W Oul a.fn❑J(nW I I Ico I I rn o W�0 a°x�> —————————— �' _ D_ r a w�a " ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,p�0"goRE"'rv��, DP+/-55 PSF DP+/-55 PSF GQ�;.��C E N Sly�;'!p" :� No SB2fl1 ' G9% STATE OF '2��U` i 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 �Z 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. LL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH 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 8 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 6 OF 8 4"MAX.(TYP.) 8-MAX.O.C.(TYP.) 1900 SW SYS VE. 1900 SW 44TH AVE. 6-MAX(TYP.) 7 5/8"MAX.O.C.(TYP.) SEE,NOTE 2 4"MAX(TYP.) E NOTE 2 yOCW LA,FLORIDA 34474 6"M TYP.) ———————————————— ———————————— ——— I I I 8300 PVC I I I I PICTURE WINDOW I I 8- 7 I I , ITT nxo.c. I I MAX P,j'c I I IMPACT mPa I I I I a z a z o I I I ciow I I I I Z WJ❑owo a�ZW I INSTALLATIO I I INSTALLATION �_ Q�§Y OW�m O I>ANCHO P.) I O I ANCHOR(TYP.) Z ~W Z~W 0 0 Z Z =� Q� 0 OI-O'jQ=Fof I I I I L) O�NZaFpID I I I Z 0O�-�jU�' I I I I > ¢haw-°O? I I I I cn U0 �I I I W of cg0W 77W atA W OJcAI- I I I I a Z=a worm of x~Ir W�wm I I I I a I- a o a -- ------------- ----------- ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(PININo 582x1 1 DP+/-65 PSF „gyp 1 '-A.�. DP+/-65 PSF 9Qt. SPATE OP i��` NOTES: S+ONA i,N���� 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 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. BE PROTECTED TO PREVENT REACTION. FL #58201 12 A 39 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.941-360-1574 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 8 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 u: 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), FMAM/DMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 7 OF 8 MIN.EMBEDMENT Qmqia SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS 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 SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT_ EALANT SEE TABLET INSTALLATION ANCHOR SEE TABLE I BY PICTURE WINDOW INSTALLER INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4•MAX.SHIM O Q WW0 z W O PERIMETER SEALANT Z pQ W PERIMETER SEALANT BY INSTALLER W z O z w~ F BY INSTALLER INSIDE AND OUT C Q(n§}O 0' m INSIDE AND OUT INSTALLATION ANCHOR z z w ¢it w O O SEALANT BEHIND SEE TABLE 1 O O F-O ci a_�.D: FLANGE BY INSTALLER SEALANT BEHIND m z rn 0- FIN BY INSTALLER Z p O U Uj Z j U- STALLATION ANCHOR �� HORIZONTAL SECTION -C� HORIZONTAL SECTION Q (--Z'�O O LL z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE > 2 F H F-O_ 8 TYPICAL FIN ANCHORAGE O HEAD AND SILL SIMILAR FOR FIN INSTALLATION F 0:0 5-��O 2 W O Co w 0 co F- (L O wFaf W=Of Ow Fz- D w�'a ' W` 1/4•MAX SHIM SEALANT BEHIND LANGE BY INSTALLER O Gj_,.��G E,IV :' No 582b1 •• ERIMETER SEALANT ^ YINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 '9? STATE OF SEE TABLEE BY OTHERS MIN.EDGE DIST. still SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE z.:2-r Pn 9/.TURN? TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE IN.EMP#DMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON -1/2" 1-1/8' 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574 p HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.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 HILI!KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" FLANGE MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"STEEL(3333 KSI5 MIN.)MIN.)OR 1/8"ALUM.( DRI#10 LLING SCREW GRADE SSELF-TAPPING/ THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E SI DRIFULL THREAD -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 Florida Building Code Online Page 1 of 4 Z _7T� BCIS Home E Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC staff•{ BCIS Site Map Links ,Search I badda t n Product Approval �� USER:Public User dopr " rl 1.413Q. Product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL15781-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived L1 Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway 5treetsboro,OH 44241 (330)528-1136 PLa n g a n @soft-lite.cpm Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C..� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3.King,P.E. L Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R7 COI (a)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/W D MA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SAlnEO W... 1/3/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15781.1 a."Imperial LS DSI-12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.i.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.2 b."Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 1 5781,2.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.2 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.2.Ddf ` additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.3.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.4 d."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX 1 Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781,4.1)df additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. i 15781.5 e."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva[15781.5.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.6 f."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.6.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/`pi_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 3 of 4 I Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.6.13df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.7.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.7.Ddf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.8.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.8.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes i product particulars. 15781.9 L1.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile L30I" Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.9.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva)15781.9.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FIJ5781 R7 II (a)Inst 15781.10.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eva[15781.10.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes Cany a icu rs. 1 k.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High "SSL30I" Velocity Hurricane Zone Large Missile(XO or OX Configurations) f Use Installation Instructions ed for use in HVHZ:Yes FL15781 R7 lI (a)Inst 15781.11.ndf ed for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 t Resistant:Yes Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports See INST 15781.11 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.11.odf itional use limitations,installation instructions and Created by Independent Third Party:Yes articulars. 15781.12 eries"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"C"Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.12.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.12 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.12.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEO W... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS781 R7 II fa)Inst 15781.13.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.13.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.14 r��TSL3(OiI" es"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15781 R7 II (a)Inst 15781.14.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.14 for Design Pressure Ratings, FLI.5781 R7 AE (b)Eval 15781.14.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DSL30" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.15.1)df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.15 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.15.ndf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.16.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Eva)15781.16.0f any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 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 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 MW til rCA¢F M . Cre6 Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEO W... 1/3/2018 i R .W R W Building Consultants, Inc. B Consulting,and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Plione 8.13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report ' / FL-15781.11 Mite: A r 2017 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC. "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway Model"SSL301" Streetsboro;OH 44241 Sliding Window (330).528-3400 "Impact" Scope: This is a•Product_Evaluation report issued by.R W Building Consultants,.Inc.and Lyndon F:Schmidt,RE,(System ID#1998) for Soft=Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. I tions! s product has been evaluated and is in compliance with the 6th Edition(2017)Florida.Building Code(FBC)structural requirements uding the"High Velocity Hurricane Zone`'. duct anchors shall be as listed and spaced as,shown on details.Anchor embedment to base material shall be beyond wall dressing or co: en used in.the"HVHZ this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or istered architect. drawing FLA 5781.11 for size and design pressure limitations. product meets,the water infiltration requirements for"HVHZ". fng ocurnerrts: 1. Test Report No. Test Standard Testing.Laboratory Signed by TEL-03001826 TAS 201,202&"203=94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL 03001829 TAS 201,202&203-94 Testing Evaluation Lab;Inc. Lyndon F.Schmidt,P.E. TEL'03001832 TAS.201,202&.203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL 0300"1870 TAS 201,202&203-94 Testing Evaluation Labs Inc. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials,Testing 15-1201.11 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0526.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Sinned&Sealed by No. FL-15781.11 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Preparedby Signed&,Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,,P.E. Q��otieaP,911 °gw�dA 0fl .•Ff , 5. Quality.AssuranceIV 0�0 \• '°._ � �°� Certificate of Participation issued by Farabaugh Engineering and .� a �• ° 6• Testing,Inc,certifying that:Soft-Lite LLC.is manufacturing products k10 A3409 ° withima quality assurance;program that complies with ISO/IEC 17020 and Guide 53. -� m SA E OF F ,�' Lyndon F.Schmidt,P.E. <•b o���°` a s° FL PE No.43409 C� �c� 8/29/2017 Sheet 1 of 1 `per•'.• • �p�'� m 6 Bringing qLltZllCy t0 light. SEE CHART FOR FRAME SIZES ///i�� �r 'P„ `` o 6 Z 10250 Philipp Parkway m. a a.. Streetsboro,Ohio 44241 (� v v U o Em a p "BARCELONA" a N o m d a LL � . ' E uZ Model "SSL30l" ;'� ;�� d SLIDING WINDOW WZ W �J �,rMPacr, X O 2 gPu as > F m rJ 1 � W GENERAL NOTES w t;voi o a v=, o F Ew 1. This product has been evaluated and is in compliance with the 6th Edition(2017) a a a LL Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). e 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ'this product complies with Section 1626 of the FBC and F z 2 does not require an impact resistant covering. o 0 4. For tic stud framing construction,anchoring of these units shall be the same as that N shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further W engineering analysis by a licensed engineer or registered architect. MAX r GLASS DE$IGNPRESSURE(ASF) ^_w ? 6. This product meets the water infiltration requirements for the"HVHZ'. FRAME D[O. TYPE POSOIVE'_ NEGATNE o DIMENSION; mDIMENSIONr � — TABLE OF CONTENTS 73.0"X 63.0"* 31:437"x54.375^ GT +55.0 -60.0 Z u g SHEET# DESCRIPTION Dire 4/26/17 i 1 Typical elevations,design pressures and general notes 73.0"X56.0" 31.437"x 47.375^ Gl +55.0 -60.0 sr•n 2 Horizontal cross sections N.T.S.NTS5 Dw¢.ar: JK m 3 Vertical eros sections 73:0"X 48.0" 31.437"x39.375" G1 +60.0 -65.0 4 Buckandfromeanchoring cmc.en LFS 3 s 5 Components DrHwwc ND.: -. n 6 Bill of materials and glaring detal *Requires external stile reinforcement(Item#17) FL-15781.11 0 SHM_L ofJ2 I 6 0 G 1.NOTE:m#17 required for units �.�� .............. �e_ greater 56"in height. 1-1/4"MIN. =V' b;�= m d EMB.(TYP.) N' z` R':�0-12o m INTERIOR 1-1/4 MIN. INTERIOR i -.• y.� o m m 15 5 EMB.(TYP.) %�' •.......• ' H ri >> m 28 C 28 15 5 � qn nu �� o n" z° UN •• $ a G z U tr E m m O e ' N o =a 9 O °c w N r<i 7 d t m L a masa $ a c6 z 2 2 O 2 av cLi o 0 3d 2 \z/ 0 9 G7 9 GI a 10 to 2 % % EXTERIOR 3 z EXTERIOR o 0 C 3 v H W E 1 W $� 3 33 0 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION �I y K 2 Shown Direct to Masonry 2 Shown w/1X Buck o 1-1/4"MIN. a a S EMB.(TYP.( F 8 1-1/4"MIN. J m EMB.(TYP.) o C 8 F 1 15 5 INTERIOR7 13 10 28 G7 20 z 0 x° INTERIOR pp D I o o 8 - u N 22 21 Ei 9 9 G1 26 Q a 10 EXTERIOR G1 9 18 ib D o 5 p 23 15 28 J E DATE 26 17 ° C 17 27 14 9 EXTERIORSEE NOTE 1 SCALE N.T.S. € E 1 SEE NOTE 1 6 owc•BY: JK m g NOTE: 1.Item#J located 7-1/4"from LMN.BY: LFS - 3 r �11 HORIZONTAL CROSS SECTION �4�HORIZONTAL CROSS SECTION / 5�HORIZONTAL CROSS SECTION each end and 1 at the center DRAWING No.: n 2 2X Buck Construction 2 2 (3 total). FL-15781.11 6 DSHEEr 2 aF 6 N R:1Olents%SoR-Lite PennanentlA-Florida product Approvals\FL-ls781 Horizontal Slldem\c-Drawings\FL-15781 67N ED(2017)\FL-15787.9.11.dwg,3.3 Z ur Ftl c p T �m In T _ A N v O 0 wamONp A W N �O J ryory v �o a, v Ito Cl N m M Q O zfAti I o c J ryi O T m N tl ttt z J T 1-1 id"MIN. 1-1(4"MIN. a EMB.PYP.) EMB.(TYP.) Z O N r11 M T IR N T a CO o �. NrO,' A za a oa a N r 0 n o 0 y o. oa. •<_ i.'��'i�I VIII I • • S K C== Q� •4 � I lui •xf♦ 0o y G �0 Z m J J J ap J J O n N •a us J 1-1147MIN. z� EMB. MIN. EMB.(TYP.) EMB.(TY Z U Z � W A N �w T A ap try —•m nRon S O• b CJI1 W � W iw WW _ N Qm �a an ao J Z z J oo -r aQo o x m N •a W rn J 1-114'MIN. 1-1(4°MIN. wa - EMB.(TYP.) EMB.(TYP.) t ►uurrrr F,$CHAj/����ii �T No.43409 PRODUCT: Dotumente Prepered By:..' •` g Lyndon F. Schmidt f��i FLORLOr`'•��•����, SOFT—LITE WINDOWS P E. No. 43409 / �� I o r�rr01VA4t11 v Z PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 'o' tet i 7 12 77 EWSE GtAZING DETAH- CFS VERTIM. P.O. Box.: 813.659.9197 10. .659.9 7 33595 ,°r v NO DATE BY CROSS SECflONS Phone No.: 8t3.859.9t 97 REVISIONS FBPE C.A. No. 9813 ®2017 R.W.SUILMNO CONSNLTANtS INC. 'n In A.. U Mil V. .. Z Z O K z 0. 0 CO " .�G` 6'(TYP-) SASH 4 'a R'0 Z' J6.cryp.) to 0 0 0 .4 -z J I . . -I K 'w 60a II 4 zo 4 �O II o .14 J"G. 2X BUCK IF 2X II TYP. BUCK 1XBUCK G BUCK DIRECT TO 0: II FRAME II MASONRY H C� MASONRY (Typ-) d MASONRY d OPENING OPENING II II M M II II W % V) 0: II '�� II Dol 0 0 0 00 12 S, FRAME ANCHORING 12 BUCK ANCHORING V) z 0 25 CONCRETE ANCHOR NOTES.* 1. Concrete anchor locations at the comers may be adjusted to maintain the min. L edge distance to mortar joints. 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to e maintain the min.edge distance to mortar joints,additional concrete anchors Wr I z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. < Ld z 3. Concrete anchor table: ANM MWMARANCE: ............ .. ............I............. `A`Nd46kT..'* IN' TO.MASONRY.-'.*""'�".-.-.TO.-A ENT_'.*.' ................ ....................... ................... z M 1515M814T., ....... ... ............ .......... EDGE . ......:..ANCHOR.:.:::: 4z JTWDoE: 4126117 z 1/4- 1-1/4- 2" 4" TAPCqNj— SCAM N.T.S. a ---j_K 3 —ELCO DING.BY, M 1/4" 1-1/4- 14JLTRAC-ON CHK.By.. LFS WOOD SCREW INSTALLA71 DRAWING NO.-. 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-15781.11 wood screws to prevent the splitting of wood. N SHEET R1Clients\Soft-Ute Pennanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL-157816TH ED(2017)\FL-15781.9-1l.dwg,53 1.5 o v O n = o A 0.067' —1.07' m w a 2.25' cl m r---� 0.57' a Je 1.21" o U11111 Lj 0.5" ot�� o � o. V � - D i � m y o v 2.87' A T— —0.135"ZO d I r I -T O 0.84"—►{ 1.96" o N o x —0.8 n0,067' —;-4 n 0.065' ' a ED 0.31" n ! a I 0.091" A y 0.735" O 1.23" 0.627" P_ A �---}—0.386' ^Q3 y n A z� o UA a 0.089" cl w T yHy S 1.05" �, f- 1.5' ►1 -�{ 0.124" 0.627' a c 0 �e Z 0.05' '•oo z c1 N w a a o mo y A A y `ttl l n l l l(((O n ���� SCyM 0 0.7S'� `J��V•��VcEN�c'.�'���'� Imo--0.133" No.43409 � 0.95-mil i `^ $ 2 $ PRODUCT: Doc me Prepared 9y:�� r F� SOFT—LITE WINDOWS Lyndon F. Sohmldt ��� •��0�•'6��� I c§ A P.E. No. 43409 ��/7 S'",ONA�. \��`` I� to o Z N ((!/(Illlllttt r m r- ` y PART OR ASSEMBLY: LD BUILDING CONSULTANTS, INC. I� VI V 1 7 12 17 REVISE GLAZING DETAIL LFS COMPONENTS P.O. Box 230. Valrleo, FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®201 7 R.W.8UI—l—EDNSULTANtS INC. BILL OF MATERIALS ���` ••••• an lfEbl R MATERIAL • ':� °' A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD to o C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��'•. ` o in; MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI i / `;``� n D' E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ////IT �������` z F)m'o F #8-15 X 2-1/2"TRUSS HEAD SMS(1-3/9-MIN.EMBEDMENT) STEEL N z 0 G 1/4"X 3-1/4"HWH ELCO OR TTW CONCRETE SCREW STEELo E o, z m.0 H 1/4"X 2-3/4"HWH ELCO OR ffW CONCRETE SCREW STEEL \ 1 U P-a 9 0`o a J #10-16X2-1/2"PFHTEKSS SS V N ` ' L0. a md � 1 FRAME' PVC E u i 2 HS FIXED PANEL SPACER' PVC gN 3 WEEP HOLE COVER' PVC o 3d G� 4 DSL FRAME FILLER' PVC 5 DSL HANDLE SASH` PVCch _ 6 KEEPER RAIL' PVC 7 LOCK RAIL` PVCo g� 5/8"GLASS BITE 7/8°THICK o 0 0 8 DSL MAIN SASH' PVC ? P� 1/8"ANNEALED 3 F 9 GLAZING BEAD. PVC 0 1N r 10 DSL COVER` PVC 0.090"SAFLEX PVB INTERLAYER wo 11 ANTIUFTTRACK` PVC 12 ROLLER SILL TRACK ALUM. T/8"ANNEALED N o J¢ 13 REINFORCEMENT(6065-T5 ALUM) ALUM. m 14 REINFORCEMENT(6065-T5ALUM) ALUM. AIRSPACE al a 15 REINFORCEMENT(6065-T5 ALUM) ALUM. 3 16 REINFORCEMENT(6065-T5 ALUM) ALU M. �� I 1/B ANNEALEDORTEMPERED* �m 0 17 REINFORCEMENT(6065-T5 ALUM) ALUM. 18 SPACER DOW 2400 SAS 19 ROLLER ASSM. - Gl GLAZING DETAIL STEEL INTERCEPT SPACER 20 LOCK - 21 LOCK KEEPER - 0 22 #7 X 3/4"PFH TEK(LOCK) SS * o g = 23 PVC COVER FOR H5 REINFORCING BAR(item#17) PVC NOTE:TEMPERED G EQUIRED IN THE'TiVHT'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. Ln 26 #8 X 1"PPH TEK(KEEPER) SS 5 27 #10-16 X 1-1/2"PFH TEK SS SS '28 WEATHERSTRIP(187-270 TRI-FIN) - •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY z z a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS% n m N 0 j O O 0 3 DATE: 4126117 i SCALE N.T.S. 0 owc,BY, JK m CHIC.en LFS 3 Di DRAWING NO.: n FL-15781.11 0 SHEET B OF B V a • Florida Building Code Online Page 1 of 2 I(� /9,_ 20 BCIS Home Log In User Registration x Hot Topics ) Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map ( Links •Search FlO11da Product Approval USER:Public User sit o- Product Approval Menu>Product or Aoolication Search>Application List>Application Detail t r-, ._ FL# D7 -R2-R2 Application Type Code Version Application Status d Comments Archived Product Manufacturer Window Systems Inc.Address/Phone/Email 44th AvenueL 3447468-6922 Ext 245ws.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 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 Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (._I 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 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received I i Certificate of Independence FL16177 R2 COI EvalReoort812C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-O8 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 1/3/2018 I � Florida Building Code Online Page 2 of 2 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 Surnmary 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 FL16I.77 R2 II CWS-812C.Ddf 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. FL16177 R2 AE EvalPeDOrt812C.Ddf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass 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.::Pri—v 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 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 h M. Product Approval Accepts: GrediF;;C2rd Safe �I I i https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, 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 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 61G20-3.005 (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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A, by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203- 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. 16-1117.02, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10, t 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. `to% VAOREW too 58201 �'.,'�'� 12 13 STATE OF ;•te a Alt P;•• �"`~. 8/29/2017 r'�. •..,,.. •' C�� Lucas A. Turner P.E. FL PE #58201 GENERAL NOTES: 99tEMSM SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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) 531/8WIDTH 3.CONFIGURATIONS:'O/X". 8100 PVC 517/8'MAX UNIT WIDTH SINGLE HUNG 4711116'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 F o w to IZi1 0 p E-1300-04e01/09. Z W-0 G I- w w zOz 63" _ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F W Z F-�2 MAX -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z 2::E a w w 0 0 OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD C 0 r-0 Lj d x I-D: HEIGHT ANCHOR CALCULATIONS. O z-j z Z l~ di O z pOU�j oU- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F z 2 z p w U B I B 26 13116' w O Z ' GLOSS NOT REQUIRED. >- <-O Fw-F H Z_ I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 0 � o w m w 613/4' I I I w�W 0�(AF MAK USED AT FIXED MEETING RAIL AND JAMB. a z=D- w 0_ UNIT I I 1 0 W F- D.w X HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. w x n w i;:w d I- 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I I X=OPERABLE SASH,O=FIXED SASH �'�Pg0REW T 30313116" I I 26 7/8' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ',0,1',�OE�S�"t p2% SASH `, I GLASS LOCATION. No 56201 HEIGHT X I DLO g 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. + C9" STATE OF :mak/' 6 A 451/16 GLASS DLO 48 318" 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 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 QStEMSO 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 azo HOWO wwop z WJE w zOZ D_-ZH _ u- H-w ZO3i32 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS z z 2 m Q D_w O O O 0E-06<=F.a 1/8"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED 0 Z y N z Z FF--Z)0) 7/16'AIRSPACE 7/16•AIRSPACE Q O z 0 lDz O () Q�OWo20? 5/16'LAMINATED GLASS 5/16•LAMINATED GLASS Q W �U H z uj 1!8'ANNEALED 1/8"ANNEALED W 0 O Di O W t�W ZNa 0�cnF- .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT O w F=-0 (L } 10 1/8"ANNEALED 1/8'ANNEALED d F- D- X�'d QUANEX DI RASEAL QUANEX DURASEAL ��OE7EW♦ ,,' IG SPACER IG SPACER -0 ' 47 PURFECT GLAZE"H'OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 ��`pf?P......'TG•P,�4 ,: No 58201 13 14 1/2'GLASS BITE14 1/2'GLASS BITE p. .k 48 48 9% STATE OF 71 1 S ICINA' O xZ 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 EV_CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 45 3 53 1 38 13 3 3 4 45 8100 PVC 0 SINGLE HUNG IMPACT 0 a a z 3 azo F 0w0 awca 1 w z0Z D 'r-z� 14 LLL Fw ZO�22 3 3 14 54 14 65 66 63 19 4 0 OrO(jQ=�w SECTION B-B O UU)F-ZaFtn4. Q- 0 0 :5 FUS NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a r '�O O LLZ RIGHT SIDE SHOWS SASH SECTION VIEW. >- <�Q 0 F F 2:z_ w 0 fi)0-w v)w 2 zea 0Ju)F 14 O WFO dMIt >- 39 D: = CL W 40 0- F D- 6 3 Pr10RElV 5 IV'9, ........... 0 1 9 INTERIOR `.yE Op •.S'2�� 48 No 58201 ' 4 6 X90; S7ATE OF 1y^' ;(ORiOPQ��+� 61 14 53 'i.0 IONA'' 65 10 66 6 3 3 3 9/22/2017 18 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34268 0 PH.941-380-1574 SHEET DESCRIPTION: 0 SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG 0: 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 12 30F6 PARTS LIST FRAME CORNER 99tEMSW ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION {�'f]1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8' CICYI2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16" 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 �--23/16' OCA A, LTH AVE. 2E OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 e WWW.CWS.CC 6 5-1577 Impact Hook Keymark Alum 4 10 9 H-1497 Reinf.Sash Me027 Sash Meet. ll,PVC Mikron et.Rail Keymark Alum 211/16' 1/16• 1618" 1 5/e" D L 1/16• 1116" CORNERWELD 8100 PVC 10 H 6028 sash Bottom Rail,PVC Mikron vinyl (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ z ¢z 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2' I p w O w O p 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 } 3 w z O Z rr�Z W 23 H-1699 Reinforcement,SBR Keymark Alum 7/8"—� }I --�I o a Lu Z O m m 24 P-2190 Balance BSI 9/16" I I F1;:j— 1 1 Z z=2¢it W O p 25 P-3059 Sash Cam,PVC BSI Plastic 3 O O F-O U Qa=I, of 26 P3046 Take Out Clip BSI SS 1/16• 15/8' 2 1/8' 1/16 SCRFIXED EWED^TOGETH R WITH Z 0 0�z z U P in n. 27 P-3783 Lock,Impact,PVC Interlock z U z Z) rn P 1/16" I OUTE1:8 4 F-—0 W 0 0 u_- 28 P�069 Keeper,Impact,PVC Interlock Zamac � �ny JI 1:8 > a�p w—=O_ REINF,IMPACT HOOK-1112 rr � F-~H Z Cd 30 P3215 Weep Cover w/Flap Gaer Plastic 0 Wo O 32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Uitrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 0 ul rn 0 w rn w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?=a W p Cn 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9116" -I O =F-Of a-= c}» 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2P�l /8 5/16. 1 118'-I a F D nw 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City SteelT—F0 I I �tirr�/fi� 44 P3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16' 19 ++''NORE4y/���i P g, Y L 1/16" 1l16 04s' 1/16• `�GQS PtaEcisvpti., 45 P3752 Ca Plug,1/2"Hole M&M Nylon 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel J= tr 48 P3352 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 No 58201 �. 51 P3881 Temporary Lbl.(NFRC/DP) 52 P3 5/8 613 CWS Lbl.(logo) Pro Label • Z-0 '1JJ ¢ 3/4" 314• 1/q• '9; STATE OF 53 Sash SEE SHEET GLASS 3/16• 3 14 QT,•• C 54 Fixed SEE SHEET2 GLASS .F O R 1 9 �i S 56 P3281 Spacer Duraseal 13 15/16• I J 1/16' 1• 1/16' 7/�• 62 P-3218 Screen Frame,Horii. Alimetai Alum 1/16' }—I� 63 P3218 Screen Frame,Vert. Allmetai Alum REINF.S.B.RJS.S.R.-1498 r REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Alimetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r7' 67 P3029 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 3116• FL PE#58201 72 S-6063 Co%er,Fixed Rail 1 Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark I Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2•,Pan Head,TEK Fastenal I Steel PH.941-380-1574 1 5116" 1/2• SHEET DESCRIPTION: LINE ITEMS NOT USED: 6 �5 3116 F' -3—� BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,691 0 7// SCREW SUPPORT-3113 DRAWN BY. DATE: IMPACT HOOK BAT 06/18/12 5-1577 DWG#: REV-- CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-1-6 UNLESS OTHERWISE NOTED. scALE: SHEET 1:2 4 OF 6 14� 17'MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC SEE NOTE 2 8100 PVC SINGLE HUNG IMPACT O INSTALLATION ANCHOR(TYP.) I Q aZ� I F ❑w0 Qw❑0 Z w J❑ /� ❑ Zwz>-OD=�CD __—L Z zLL xm<WWOx Lure rwl O 01-O QwpO U Uu)FZD-F-U)a (1YP.) I I ❑ z-U)-Z I-n 0) I I Q OZU0ZOLL0 > <3:0w-xOZ 10 1/2' w 0❑D_>- W S W MAX O.C. of Z w (TYP.) 0_ x d m O cn I ^ I 0 WFw Wx �� I 4 I (L F d D_�a �f ,�;��H�utUutr ��. 1ORE W rrr T r,! 4"(TYP.) NO ANCHORS REQUIRED IN SILL v.' No 58201 •t ANCHOR LAYOUT-(FLANGE) '9? STATE OF NOTES: 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. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:15 50F6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT yylNppyy SYSTQIS I\��✓/I SEE TABLE I SUBSTRATE IN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 UBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 MIN,EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. $�OO PVC BY INSTALLER SEE TABLE 1 INSIDEANDOUT SINGLE HUNG INSTALSEALANT BEHIND SEE TABLEI1 ANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM Q QZQ a z W�c ¢r_9W 0 Zwz }0Of 3:ca PERIMETER SEALANT LL F W Z F 3.2 2 BY INSTALLER Z Z=m Q w W O O INSTALLATION ANCHOR INSIDE AND OUT ,z DQ r fn a SEE TABLE 1 SEALANT BEHIND Z p 0� Z j U- FLANGE BY INSTALLER Q Z O u)Z O Iy 0 } < 0LL w-xOZ g HORIZONTAL SECTION 2 }}O�~1=Z ui CONTINUOUS DOUBLE 3116'BEADS OF 6 ND TYPICAL JAMB ANCHORAGE < p g~}O O PER ME ET RTREMGLAZEATALL INDICATED PU1600 SEALANT OINTS EE III Z W O�U)F BETWEEN FRAME AND BUCK BY INSTALLER. a- w FZ-p a= } ct = O: W w V1 1/4"MAX.SHIM D- F d O d SEALANT BEHIND FLANGE BY INSTALLER 0'goRE W PERIMETER SEALANT BY INSTALLER S .•.�P,L� MIN.EMBEDMENT v. No 53201- 4 SEE TABLE 1 INSIDE AND OUT '9; STATE OF "W`: SUBSTRATE BY OTHERS ��T'• SEE TABLE 1SMIN.EDGE EE TABLE ST. +�(VA �NO�,,, VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 0 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE fiIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT C PH.941-380-1574 HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3116'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, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 7-G WN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR PNU FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) --- - TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN 114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED #: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. WS-812 C 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 6OF6 MlAM1•DADE MIAtVII-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CE (NOA) www.miamidaae.eovleconomv E9 . 9!D on I NW ey,F This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes:If this product or material fails to.perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci1y Hurricane SCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M-I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acce tance - un Product Control Section. SILE IMPACT RATING:Large and Small Missile Impact Resista Limitations: 1. See Non-reinforced mullion tributary width(W)VS span and type in sheet 3. See reinforced mullion tributary width(W)VS span and type in sheet 5. See mullion types and properties in sheets 2 &4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. `VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0222.13 and consists of this page I and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.17-1212.24 CMIAMIMEM=1Expiration Date: May 30,2018 Approval Date: February 01,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted under NOAAIs No. 02-0501.05& 95- 1212.09) 2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision C dated 02/16/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NDA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NDA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering&Testing,.Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E.(Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTI.,-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E.(Submitted under NOA No. 95-1212) Ish q I.Chanda,P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30,2018 Approval Date: February 01,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by. Thomas J. Sotos,P.E.(Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 17, 2017,issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter-of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos,P.E.(Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02- 1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NDA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.R(Submitted under NOA No. 02-0501.05) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. LAW-ML-1001 Rev D,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17(6rh Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30,2018 Approval Date: February 01,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and"No financial interest"dated 11/17/17,prepared by the manufacturer, signed and sealed by Thomas J. Sotos,P.E. 2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer(Submitted under file# 17-0222.13) G. OTB ER 1. This NOA conditionally revises 417-0222.13, expiring 05/30/18, subjected to successful verification test. Ish q 1. Chanda,P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30,2018 Approval Date: February 01,2018 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CUP COUNTY APPROVED-IMPACT AND NON-IMPACT PRODUCTS.: ANCHOR/CUP GLAZING HORIZONTAL MULLION PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 9 ANCHOR/CLIP HORIZONTAL MULLION GLAZING: PRODUC 3 Nam + ENERAL NOTES: nl Z 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH h REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-50,Edit—&201 z>: + Edition}INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ;�z Z In 9:4 0 C4 VERTICAL VERTICAL 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THEz R MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE:WIND LOAD. MULLION Ry RESISTANCE, SAFEGUARDS ETC. INFILTRATION, FORCED ENT .1 z It 3.MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. z Zt 0 CL c1l INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED, r4 GLAZING GLAZING GLAZING GLAZING 3: It = S 4.WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCT PRODUCT PRODUCT PRODUCT z LOADS TO THE STRUCTURE. I., I: m 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, THE 7 6t WATER ANCHOR/CLI R-) GLAZING 3t:- 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS x ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. kN W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET .4 MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDC. CODE - SECTION 2003.8.4. MULLION SPAN WIDTH (W) = Wl + W2 + W3 MULLION & CLIP NOTES: 2 L AOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET *; OF 11? FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP , REFER TO SHEET 3 OF TO FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET - 4 OF 10 FOR DETAILS AND NOTES. GLAZING_ REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS PRODUCT :5 = VERTICAL 3: 6, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. .9 MULLION + * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z GLAZING GLAZING OZ :3< PRODUCT z CL PRODUCT PRODUCT GLAZING GLAZING E PRODUCT PRODUCT 0z VERTICAL GLAZING GLAZING MULLION -HOR/CUP Aompt2am No 11-12 1 Z- -t, 94 %�c 9&p1radea balia . ......... 0. A,1, '."Z' u. W2 wl W2 0 P. S MULLION SPAN W to w 0 WI 2+ W2 WIDTH (W) = Wl + W2 2 - TYPICAL MULLION ARRANGEMENTS 1b90 125 U .62 1.500 .156 rw. -- r p6p C3 t25 �0 0 �- ^m 3.000 � 1.405 1.500 ✓f� y y so .000 4.000 .IIS 1.732 �IF �r .125 In o M C5 Z o 3000 3062 3.000 ,l- I m p o c ,aA 2 X 4 TYPICAL 2A00 1.732 2.062 3�` y a 1--4.500�1 SMD. TUBE w7N00w FRAME 2.000 Z J z O z Wza " 2X MULLION CLIP o❑ D V 6067-T6 .IBB�I .102 I�•4000d .156�I •702 �1.000� .156��.078 a g z o 6-000 1062 1.186 -IA62 I.IBB 1A62 j ,' vi 2 z I �•L- OPTIONAL .L.� 2 X 6 1 X 4 1 x 3 1 X 3 1 X 2 1 X 2 W o i STD. TUBE CUSTOM MULLION CUSTOM MUS__LIDN CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION j G7 1Fi 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 V E- e E. rn 6 Ixx: 2.070 in' Ixx:•1.000 in Ixx: 0.950 in Ixx: 0.370 in Ixx: 0.330 in U w Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 V p o x � 2A00-1 M � z U o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ® 4. I STANDARD TUBULAR SHAPES ro 2000 _ I Tw.WALL=.125'ALL ALLOY- 6063-T6 DUCIT 0.�ISM .50 I� �1A00•j .125 CY ..�IylQg Wft tLa Fl*dA3 L[f j TYPICAL I ua6�4 u d ❑ GLAZING PRODUCT t*It..Nab -(2lZ-Z-7 t a .124 I-1.600--{ 1 [. 2.000 725 2250 '�::�� ID00 2 �J JJJ' 4.006 r 7 .125 Q �z I 6A00 3.000 � 4.500 2.000 4.000 1X MULLION CLIP 2.060 31000 4.00 I L,- L 6063-T6 � 1 x 4 1 x 3 1 x 2 - MULLIONS CONTAINING 3 I STD, TUBE MULLION STD. TUBE MULLION STD. TUB MULLION d w W o a NOTCH C TYPICAL GLAZING PRODUCTS 2 X 6 6063 TIS 6063-T6 6063-T6 \ OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in'. Ixx: 0.950 in4. Ixx: 0.330 in`. V Sxx: 1.035 in3 Sxx: 0.633 ins Sxx: 0.330 in3 f o H D. TUBE MULLION STD. TUBE MULLION I c SEE WINDOW OR DOOR APPROVAL FOR u a° s s a 606]-T6 FASTENERS SIZES AND SPACING 6063-T6 C � Z � © Ixx: 8.280 in.. Ixx: 2.980 in " z y o Sxx: 2.760 in Sxx: 1.490 in3 E o ; L./ \ �•L.� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. 79330 I X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT eSoje9� c7��rfda�� STEP 1 DETERMINE DESIGN LOAD REDUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI- ed`' ••.;3/j� 1 X 3 2.668' A 5.•'° ! s COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ,;�1r' STEP 2 USE APPROVED CLAZING PRODUCTS MEETING ABOVE LOAD Z'�' ` i NOTCH I X 4 3.688' REOUIREMENTS. IL 7- OPTIONAL oZ� :�L ST P USE CONNECTION TO MULLION AS PER PRODUCT r, 2 X 4 3.fiBB' APPROVAL NOTES: ym�<g'� IND ULI i•..-_... Lo r .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MaxlMuu SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ao�V j 2.00 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 0 y4 6' `���' I iI 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2(�1�q SNUG INTO TUBE-MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR -I y y 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. ANGLE CLIP USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063-TG INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 bF 10 FOR TYPICAL MULLION A�° ............ • •_••f••;'+�t4 I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LAOS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a 1 r TUBE MULLIONS TUB ONS TUBE MULLIONS 1:4 Width w) MULLSPAN IX2 1X3 IX4 2X4 2X6 Width( MULL SPAN IX2 1X3 IX4 0 2X4 2X6 Width(w) MUILLSPAN IX2 IX3 IX4 2X4 2 X 6 o 18 150.0 150.0 1 150.0 1 150.0 150.0 18 28.3 81.5 -Tsmo- 150.0 150.0 18 19.3 42.1 60.5 150.0 Q z 24 #15&16 150,0 1500 150.0 150.0 150.0 24 21.2 9.. - 4 1262 <saD #17&18 #4&5 17.0 48150.0 30 . 25.2 36.3 100.9 rn w3 102.5 150�O 1 150.0 150.0 150.0 36 40 888 1 127.8 150.0 ol z 36 - 21.0 30.3 84.1 w 0 42 34.9 76.1 109.5 150.0 42 .1 0 - 87.9 160.0 50.0 150.0 150.0 18.0 25.9 72.1 z 76.9 isao 50.0 30.8 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 48 160,0 160.0 1 48 54 66.3 137.8 150.0 150.0 150.0 54 27.2 592 852 150.0 54 - 20.2 58.1 60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 1 76.7 144.2 60 18.2 5005 rn 66 55.9 112,6 1 150.0 150.0 150.0 66 22.2 48A I e9.7 131.1 66 16.5 45.9 0 4b - -- = Q z 20 44.4 M.9 120.2 72 15.1 42.1 x >_ - 72 51.3 103.2 150.0 15110 150,0 72 0 U W 47.3 95.3 18.8 41.O 59.0- 110.9 78 - 38.8 78 150�0 150.0 50,0 78 .2. g -4 1, 18 89.3 150.0 150.0 15110 150.0 18 55.3 1226 15110 1500 18 31,15 45.5 126.4 t R 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 1 24 23.7 34.1 94.8 30 53.6 142.3 150-0 150.0 150.0 30 33.8 73.6 105.9 150.0 1 30 190 27.3 76L r4 3: 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61:3 88.3 150.0 36 16.8 22.7 63.2 w n :D z 42 38.3 101.7 1500 150.0 150.0 42 24.1 52.6 757 150.0 42 - 19.5 54.2 E- 2 1 - In 48 50.6181, 33.5 89.0 145A 150,0 150.6 48 84' 21.1 46.0 66.2 140.8 48 132" 17.1 47A 54 29.8 79.1 129.2 150.0 150.0 64 18.8 40.9 58.8 1252 64 15.2 42.1 4rn 60 26.8 712 116.3 150.0 150,0 so 16.9 36.8 53.0 1127 60 - 37.9 z Z 24.4 64.7 105.7 150,0 lso�o 66 15.3 33.4 48.1 _F024 66 34.5 66 Z 72 22.3 59.3 96.9 139.5 1500 72 44.1 93.9 72 31.629.2 78 20.6 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 C/) r4 0") m 18 62.6 150.0 150.0 150.0 150.0 18 37.7 62.1 118.3 150,0 18 24.3 35.0- 97.4 C4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 1 68.7 150.0 24 18.3 28.3 73,0 0 30 37.5 108.1 150.0 150.0 1500 30 22.6 49.3 71.0 r150.0. 30 - 21,0 58A 36 31.3 90.1 150,0 150.0 150.0 36 18.8 41.1 59.1 Fj143.8 36 17,5- 48.7 42 16.2 35.2 50.7 12a2 42 15.0 41.7 42 26.8 772 131.1 150.0 150.0 1 : I 48 57" 23.5 67.5 114.7 150.0 150,0 48 - 30.8 4..4.3 107.8 48 144" - 36.5 Z r4 95 54 20.9 60.0 101.9 146.8' 150.0 64 - '27.4 39.4 95.8 54 - 32.5 60 18.8 54.0 1 '91.7 132I 150.0 60 - 24.6 35-5 86.3 so - . ........ . ........ 29.2 66 17.1 49.1 83.4 1201 150.0 66 - 22.4 32.3 78.4 66 26.6 72 15Z 45.0 76.5 110.1 150,0 72 - 206 29.6 71.9 -72 24.3 3 .< _T_ 66.3 78 22.5 78 41.6 70.6 01.6 1500 it$ - 19.0 27.3 6 Mjs is 46.3 133.4 150.0 150.0 150.0 18 - 26.5 67.7 83.1 150.0 18 31.0 88.1 24 34.8 loo.a 15o.0 16o.0 15().() 24 - 19.9 43.3 62-3 150.0 24 213 64.6 150.0 30 5 E 30 150.0 150.0 15.9 34.6 49.8_ 136.3 30 18.6 61.7 36 232 661 1252 1500 150.0 36 - - 28.8 1 41.5 1136 36 15,5 43.1 42 19.9 57.2 107.3 160,0 150.0 42 - - 24.7 35.6 97A 42 - 36.9 a A, fp 48 63" _75 160.1 17A 50.0 93v9 135.1 0.0 48 1()8" - - 21.6 31.1 85.2 48 32.3 64 15A 44.6 83.4 120.1 160.0 64 - - 19.2 27.7 76.7 54 28.7 It z 40,0 75.1. 10111 150.0 - 173 24.9 68.1 1 Go 25.8 3 jo 9 c 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 235 t72 20-8 56.8 33.3 21.5 15 a, 19.9 8 R 7 30.8 on 78 192 62A rr-HORIZONTAL MULLION :;-61LAZING TYPICAL MULLION ARRANGEMENTS mi-'T,4' PRODUCT VERTICAL -MULLION I N PRODUCCREVrego ARC14ES TO BIC INSCRIBED INSIDE RECTANGULAR SHAPE MIs' with 116,Fkwm>t Ozz- CLAZ NO :3 tj Lu SLS ::>In MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED GLAZING GLAZING NOTE- PRODU PRODUCT lz VERTICALLY OR HORIZONTALLY, CLAZ AD GLAZING PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) W1w2W2 WI + V12 ...............1 MULLION SPAN 2 tb40 32S moo U A6z� .666 .312 SADO lzoo � va .666 b a 125 .i5b STP. ^"L � .323 - �� R z Kr p° h 3.00D 1.732 n e � o 1.405 4.000 .115 ~n o t° is sz•t o 4AW lDOD 3-000 3-062 3.000 2.668 m p M3 $ A 2 X 4 4-0003.625 STD. TUBE MUL ION WWINDOW FRAME ICALz w 0 o Z w 41500 ooz O 2X MULLION CLIP .166 i .156-� .302 �•-lAoo--� �.ox a o .102 + 1 X 3 1.100 o i 6463-T6 2 X 6 3-052 1 X 4 �3Abz STD TUBE MULLION 1 X 3 o NOTCH "L' 6.000 T 1 X 4 606.3 CUSTOM MULLION '` W ? �•L'� OPTIONAL MU�..L14N STD. TUBE MULLION 1 X 3 6063-T6 � GO CUSTOM MULLION 6063-T6 CUSTOM MULLION ,may 6063_76 ,x F X; a 4 6063-T6 a txx: 2.t66 iin,n Ixx: 2.218 inu zo g Ix4.709 in. m.Ixx: 4.709 in. Ixx: 2.168 in. s �9 .3 0 ,s Sxx: 1.445 Sxx: 1.479 ir� £, Sxx: 2.355 m. Sxx: 2.355 Sxx: 1.445 m. .4 q o q 2.000--7 FLANGE FRAME) (FIN FRAME) � '1�, w (FLANGE FRAME) ( Qr .fig m q y STANDARD NW BU 'SHAPES 2A00� IQ C) a 0 TYP_WALL< .125'ALL 3580 d ALLAY-6063-76 W .750 Ii TYPICAL GLAZING PROINCi ..d 2.000 .125 2.250 _i I y W a 4.000 i i 6-000 932 S.M.S. ! 012"O.C. 4.000 .125 Y_ h o 4500 7X MULLION CLIP 3000 4.000 3.625 FiUADI,ICi ai ,e` a os� 5063-T6 000CFttA♦fh Lll�i Z MULLIONS CONTAINING ��` -1212 ` t w L•� L"� TYPICAL GLAZING PROQUCTS C4xs.4 ANt7 ._2y u OPTIONAL HORIZONTAL OR VERTICAL G•-�'- a T SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 ; i q FASTENERS SIZES AND SPACING STD TUBE MULLION STO. TUBE MULLION v - z z t' c .8 a a 6063-T6 6063-T6 i z E E Ixx:19.548 in4 Ixx: 7.649 in CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 in3 < m ci o RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY 3tteeep.;; MiJid �(� meg} Y 4.?,'-e,3.. USE CHARTS AND GRAPHS AS FOLLOWS. �J,erA,i I X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m 60,.• 1 X 3 2.688 STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS STP USE APPROVED GLAZING PRODUCTS MEET NG ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. i1 p p a 4- NOTCH I X 4 3.688" REQUIREMENTS. wm'._>�-: W �,Q+^ OPTIONAL 2 X 4 3.686, .STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES , Ip e•• APPROVAL. izs MIN. 2 X 6 5.688' STEP a4 SPECIFY Maximum sHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2-000 USING CHARTS ON SHEET 5 OF TD SELECT MULLION 512E 1 OF td FOR BUILDING CODE COMPLIANCE. 1.ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. U STEP 1 ABOVE. 3. HORIZOREFER NTALLY. SHEET i OF 10 FOR TYPICAL MULLION a s.• ¢•`c4°��` i ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG uslNc ANCHOR TYPES ON SHEET 6 THRu 6 AND ANCHOR CHARTS I fi063-76 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10, MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a� STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w MULL SPAN 1 X3 1 1 X4 2X4 I 2X6 Width w MULLSPAN 1 X3 1 X4 2X4 I 2X6 Width w MULL SPAN 1 X3 1 X4 2X4 2X6 n 18 150.0 150.0 150.0 150.0 18 150.0 150.0 1 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 �°e h a 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 "'N mi z 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 O o 48 38-3/8" 150.0 150.0 150.0 150.0 48 74-1I4" 18.9 41.0 66.6 150.0 N o m V V o 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 o iR.. o c 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 O o e < 60 1 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6119.8 3 a h y 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 1 42.4 108.9 Z w o o 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.999.8 0-1z o O = 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 m i a y a w o 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 5 I, 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 2 ui 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W a 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 a 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 Q E- z ! 48 50-518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 n � 54 150.0 150.0 150.0 1 150.0 54 42.893.0 150.0 150.0 5424.0 38.9 100.0 60 150.0 150.0 150.0 150.0 60 38.5 83.713 .9 150.0 60 21.6 35.0 90.0 ®~ m z 66 147.7 150.0 150.0 150.0 66 35.0 76.1 1235.6 150.0 66 19.6 31.8 81.8 o 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 61 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 w C ¢ D 18 150.0 150.0 150.0 150.0' 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 m 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F 6 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 (� o 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 ] Z 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 Q 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.6 150.0 48 144" 20.8 33.7 86.6 z r. z 54 137.0 150.0 150.0 150.0 54 28.7- 62.3 1D1.2 150.0 54 18.5 30.0 77.0 H iz 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60' 16.6 27.0 69.3 F 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 18 150.0 150.0 150.0 150.0 16 60.4 131.2 150.0 150.0 18 22.6. 49.0 79.6 150.0 - ' ' C 24 150.0' 150.0 150.0 150.0 - 24 45.3 98.4 150.b 150:0 24 16.9 36.7 59.7 150.0 c" W W - 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 `o _ 36 150.0 150.0 150.0 150.0 36 30.2 65.8 106.6 150.0 36 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 67.6 m $ G 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 78.6 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 z = o 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 z 1 E E 4 V U 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 ` ai o 3 78 70.2 131.4 150.0 150.0 78 - 30.3 49.2 124.4 78 18.4 472 i HORIZONTAL MULLION :-&AzINc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCE 3 Ad .'xiI.Y"O�i hl: lO1s, MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE P""CtR� om m z iM fU�`+'': NOTE: (.�°�p ¢ �gl a GLAZING GLAZING ?N "6 Fodev�." N O p.• PRODUCT PRoOucr N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �°"4'b«rva 17-/Z12,Zy 3 VERTICALLY OR HORIZONTALLY. GLAZING GLAZING may. , - - PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) S .i-4. U) I YroAac!Gnhy - e�"' I WI w2 I WIDTH (W) MULLION SPAN__ I 2E- ;�"•�v, ts3' O 5/16'TAPCONS MIN. EDGE DIST, i 5/16'TAPCON$ 1 1/4" MIN. 7_1/2•MIN.WOOD PENETRATION 1_1/2'MIN.WOOD PENETRATION 2-3/16 CONCRETE OR u ' _ EDGE DIST. z PER CUP(1 ON EACH YANG) 1 PER AN a' OLLCK h 5/16•TAPCONS 5/16'TAPCONS O 1-3/4"MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY % 3/�^ 4 PER CUP(2 ON EACH WING) 2 PER ANGLE o C k1 MIN. M m y z I r a .'\7 Z •I I \Z I M-1 1 1 ••I I I 001 00 Z TZi1 11 II II II Z} z y X I I I w e ry) Z I�_J� II 11 11 II C 6 l 11 II 2 7/16" it II ii ii ooZ p I 2 X 2 X 1/6' 11 II I I I I N W 2 I I IX FLOATING CUP 11 I I ALUM ANGLE x MIN. a 1T n I I w 2 a- 2 a a N ' I BY I 1 U U G IL=,[ 11 II BUCK ' ' I I 1 BY (; ;J I I I I 2 X 2%1/6' F I 1 I 1 1 I 1 ------ 1 WOOD BUCK 1 I 1X FLOATING CUP 11 11 ALUM ANGU: "7 J ' I I I 1 1 1 N I 1 1 I U U ' C 1 I \ I 1 I I 1 I E4 aa 1 1 I I ' ' I Q ..7 a F F EDG3/4'E MIN. 5/16•TAPCONS _ANCHORS TYPE 'D' (INTO BLOCK) U F I EDGE DIST. 1_1/2•MIN.WOOD PENETRATION ry y 1 PER ANLL ANCHORS TYPE 'C' (INTO CONCRETE) N j z z ALL CLIPS AND ANGLES TO Fl7 SNUG 4 ANCHORS THRU 1X BUCK ® '' m INTO CONCRETE OR BLOCK Q. iv INTO TUBE MULLIONS. 1"X4' & 2"x4' MULL �W d F TAPCONS MAY 8E HEX OR FIAT HEAD. a a / 1 MIN. EDGE DIST. [r V a II I1 -3/16" CONCRETE OR ��11 •� 0 1 4" HOLLOW BLO K. 5/16'iaPcoNS 5/16•TAPCONS 1/ ?" Z 1 1 11 1j 1-3/4•MIN.EMBED INTO MaSONRY 1-3/4'MIN.EMBED INTO MASONRY < / 1 2 8Y II 11 2 X 2 X 1/B' 2 PER CLIP(1 ON EACH WING] 1 PER ANGLE --------- II WOOD BUCK I I I I ALUM ANGLE I Z a I! u u mall I ' I I ALL CUPS AND ANGLES TO FIT SNUG •I E '� ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. �— •' ANCHORS TYPE 'A' - - 2 ANCHORS INTO WOOD it li ii ii i W $ y 1BY ii_�i ii ii s u u 1 --------- I WOOD BUCK j' 1%FLOATING CUP I I 11 2 X 2% 1/6" 4 0 0 5/16' TAPCONS 1 I II 11 ALUM ANGLE S 16'TAPCONS L`1 ' ' I U MIN. 1-1/2'MIN.WOOD PENETRATON / \ 1 I 1 I I 1-1/2'MIN.WOOD PENETRATION 1 I a5 E GE DIST. 4 PER CLIP(2 ON EACH WING) Z PER MIGLE Z � o 3 Z Z �z N z ANCHORS TYPE 'C' (INTO BLOCK) o # Aa M ANCHORS TYPE 'F' (INTO CONCRETES t 2 ANCHORS THRU 1X BUCK 9gLS1;*417TFe u N II 11 to INTO CONCRETE OR BLOCK X 1 1/4" MI ii ii ii ii o���"++'•��'� , '�"� IL_,I II II 1 1 soiQ'-4~l,•.. IL tL•• y (:-' I I 11 2 X 2 X 1/B' 1 1 zn'^,vr N C' f _____________ I 1 FLOATING CLIP } ym:o`""± ! I I I1 ALUM ANGLE 1 Y ROAUCr N t•'^ \ WOOD BUCK i i IJ U 1 1 bWAiopWl/ae 67otltl Na^e.•.:..., N UJI aob,;,: F_________1 AccaP1"aa No 17-1212.2y cm tC;4 I Ilalramear, _g For f:�•. 4!L C ANCHORS TYPE 'B' ��" ��+�'�A— a ALTERNATE QIIABY •Yf'•••• •••r 4 ANCHORS INTO WOOD ANCHOR LOCATION e " o I 5/16'TAPCONS 0 1-3/4"MIN.EMBED INTO MASONRY MIN. EDGE DIST. o MIN. DGE DIST. 5/16"TAPCONS 5/16'TAPCONS 2 PER CUP(t ON EACH WING) 5/16`TAPCONS 2-'3/ E OR p N 2 3 OR 1-3/4`MIN.EMBED INTO MASONRY 1-3/4`MN.EMSEO INTO MASONRY. t-3/4'MIN.EMBED INTO MASONRY p q W 4' HOLLO LO K 3 1 4' 1 PER ANGLE 4 OLLOW BL CK 4 PER CUP(2 ON EACH WINC) 2 PER ANCL m b F e W h z cn '� •I, ',I Hall L n+u Hall Z Is z a y li it CONCRETE OR li it II II CONCRETE OR II 11 Q IL-JI CEMENT BLOCK II 11 < IL_JI CEMENT BLOCK 11 II CONCRETE OR •-J i t i t 2 x 2 X 1/8" m G^ !i 11 2 X 2%7 fe' __-__..^_ 11 Ii ALUM ANGLE � � p � CEMENT BLOCK i i t I i ALUM ANGLE -' i t I M I I I FLOATING CUP lJ U j t FLOATING CUP y I IJ L' ♦ C4 2 7/16 w 0 I 1 1 1 1 I MIN. I V ::1 A 1, 4 _ � g Fa 4 3 T 4" � .. Z MULL MIN. MULL z j Z ? Q a ANCHORS TYPE 'C• TO BLOCK ANCHORS TYPE ID' {INTO BLOCK} C13 W a '� 9 , ANCHORS TYPE 'F' INTO ONCRETE ANCHORS TYPE 'C' (INTO CONCRETE} � 9 T 1 ' 2 ANCHORS INTO CONCRETE OR CEMEN LOCK 4 ANCHORS INTO CONCRETE OR'CEMEN7 BLOCK v `. 1"X4" & 2"K4' MULL N w s ' t � z ALTERNATE MULL iE ANCHOR LOCATION NULL �M 1 1 1 l j 1 t G j j i i FLOATING CLIP I`ry'� I 1 I I j d 1 q \ CEMENT BLOCK 11 11 c e � CONCRETE OR Ii i µJt II 1 fN Ir-ll ,1 i �� I I n �. o .. ��•— i i" A 5/I6`TAPCONS 1.• • n .,, v I •. n c c q i-•Sfa`MIN.EMBED INTO MASONRY j ¢ E •' S 2 PER CUP (1 ON EACH 5ft6` ONS WING) v 3 1 M1-3/4`MIN.EMBED INTO RY m G O Y ! 2 PER ANGLE 4 PER CUP(2 ON EACH WI i « h rl +C 49 dLddP 1 a i If It ►�Dbf! � 4a?';.�.,,,.,. . ;aL�crt 1 1 I7 µ?{ tr�M,t.�"":,•mC56 ym �.+�,• I 1 II -'_r'�`"i WMb IMP�t o�'� ,U. d'•V'i I I tI I I I I ALL CLIPS AND ANGLES TO FIT SNUGa$Q40e vc+�.C-''tf 7R CT I i fl It el INTO TUBE MULLIONS. - Rn-N 1-7�2y r�itw i' UJ d Ul 6 TAPCONS MAY BE HEX OR FLAT HEAD. `g •q+q',1�'-''t,r �O t- i°^'-^ i a ' •I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED x -- WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR - tt °r".f.,•• �t�} WATER-WHITE METHACRYLATE LACQUER. `- do 1941` E.. 51t6`TAPCONS 1-3f4`MINN.EMBED "- INTO MASONRY- t PER ANGLE O MIN. EDGE DIST. MIN. EDGE DIST. 3/16' CONCRETE OR 2-3/16" CONCRETE OR u HOLLOW BLO K3-3/4" 5/16'TAPCONS 4 _ "{..HOLLOW B� MIN. 1-3/6'MIH•EMBED INTO MASONRY I MIN. 1-3/4'MIN.EMBED INTO O 4 PER CLIP(2 ON EACH WING) 4 PER CUP(2 ON EACH WININ W f O O 'v CLIP LENGTH LO 1'K 3-3/4" 5/16'TAPCONS y M o MULL L" 0 Z z o 1 O w m x 1 3' v 2 1 X 4 3.688 1 y N 1 2 X 6 5.688' X 1 1 =Ji o 6 a \ ' y lay mea ..O o I! 1 2X6 NULL 5/16'TAPCONS WOOD BUCK 1-3/6'MIN.EMBED INTO MASONRY \ j 2X6 MULL {� ---------------------------- 4 PER CLIP(2 ON EACH WING) 1 1 5/16'TAPCONS r- d ( 1-3/4'MIN.EMBED INTO MASONRY Z I 1 1 3/4" 1 4 PER CUP(2 ON EACH WINO) r4 z I m o ----- a 1 1 MIN. r------------------ --- --� 1 3/4" F 3/4" i i MIN. F. �� F a I I F ®M 7 z O 216 M 2z6 MULL CLIP LEN H 2X6 MULL H W a. I f.^--- � -------- MULL .,L„ a 5 v \Z �i 2 X 3.688' ��----------- (� u z E rl E X 6 5.688• a a 3-3/4" - = " n G$P nN #rd� MIN. u ANCHORS TYPE 'E (INTO BLOCKS 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG - W INTO TUBE MULLIONS. A HORS TYPE 'H' INTO CONCRETEIffy ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. WOOD BUCK r 4 ANCHORS THRU 1X BUCK Y ANCHORS TYPE 'H' (INTO CONCRETE) S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK ITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN g m U c WATER-WHITE METHACRYLATE LACQUER. z z 2'X6" MULL SHOWN - _Z � e o Z U E tj 61 { ppermsft N2: gbluv�QX�Q -ft tk Fk i,. tm/l m°' f�.�' la' b•�4�}� _"4`oaa1W) -fZ/2•ly 0 'eai�'CI'rl 079 ��°•r•r� 1-6S� '.i � 1 lilii a n 6a�tttt.,•°.. .•r QQ�1�,wI F °•lepll112.4t4• A MIN. EDGE DIST. 5/18-TAPCONS 2-3/16" CONCRETE OR t-}/t'MIN.EMBED INTO MASONRY 3^3j4" CLIP LENGTH q 4" HOLLOW BLOCK 4 TOTAL(2 ON EACH WING) MIN._ MULL o O } 1 X 2 1.688' e O E a \Zn m z 1 X 3 2.680" 1 X 4 3.600' v 'o 2 X 4 3.688' m o o 2X6 $.600' zr" ET) zn 2 7jt6" 1 l 1 t t. ALL CUPS AND ANGLES ARE TO FR Z a 1 MIN. 2A4 or 2.5 MNII I I I I J q Z ! i SNUG INTO TUBE MULLIONS. ,�w 2 X 2 X 1/4' = - ^ L-------------J Li LJ ALUM ANGLE 2. WHERE ANGLES ARE NQT FtT SNUG nD m, V INTO ANCHORTUBE MULLIONS. DE-TAIL TSHEET 9 OFOPTIONAL 10. Z o Ii 8 to S. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ¢ 2/CHANNELNEL TUBE MULLION WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR "� E" B WATER-WHITE METHACRYLATE LACQUER. U E2"., m z z 1 MIN. EDGE DIST. _ Q' � m 2-3/16 CONCRETE OR o a } 4" HOLLOW BLOCK g12 F 2/SIDE w C 1 d 47 4 If8'THICK ALUM CH4NNEL LENGTH TO FlT SNUG I 1 W `'S U INTO MULLION TUBE MULLION Ey Z TUBES MAY BE NOTCHED 0 ..1— AS SHOWN TO ALLOW INSTALLATIONry1 • 1 ` ! OF CUP ANGLE r+ 1 LOCATION OF SCREWS CONNECTING ^ CAULK JOINT AFTER ASSEMBLY Q a ANGLES TC TUBES WHERE ANGLES X pta PH SUS Zi a ARE NOT FIT SNUG INTO TUBE r¢ I 1 I I �eoLE 2 PER CLIP N t; ;z MULUONS. ! 1 I l /2--OC.MIN• 1 I 5I$(2)f i i ----_ I i t i u r ilk S L_ ----------- _J I 1 qc 5/18-tAPCONS /14 Sus j 3" t., 1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE I I t m cr v 2 PER ANGLE 1 1 ---'--- ----- ------ ----- 2 = 5 2 X2 X 1/8' THIS SCREW CAN BE MVM ANGLE INSTALLEDtN EITHER i I 212 FIR UP PER CI c u m m m O DIRECTION �p I♦, ` ; I'O.C.MIN. E E S xl � 1-3/4-X 2•X 1/8'(FOR 2BY TUBE) Z 3/4-X 2-X 1/e'FOR(IBY TUBE) �O Ap7t4 the ` rc r7 ALUM ANGLE Ldp Wl14 K7 GUT TO FIT SNUG INSIDE TUBE « 1 ."/fit III III III2/Z 2+j 0Q4�Bn� t�yat�Ps�, ANCHORS TYPE 'I' z � " 1 ••'` ti ,�h:' w b•: METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE'1' TO VERIFY CAPACITY OF CONNECTION .00 A 3-3j4" ALL CLIPS AND ANGLES TO FIT SNUG F �N MIN. INTO TUBE MULLIONS. T 3j4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. MIN. ¢ ANCHORS INTO CONCRETE OR CEMENT BLOCK D on. 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FLORIDA 33166 C.Comet ante w/FOC 5th Edition(4014) PH No. (305) 696-8660 t MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS _✓�'�'- ,{}P '; „ a D.sCµam:canoe./FOC fiat Do.a (2017) „�- �c� N.ERAZO 04/27/10 ALUMINUM TUBE MULLIONS N.ERAZO aoi.11/01/17 CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES DA� � lflll;i`.txewtoo t+.t 0 seta: fron.e a!nn x mee a aw+v xumM sx..c aw en s, LAW-ML-1001 - 10 of 10 "c•