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WS-17-1169Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 10674 NE 11 Avenue Miami Shores, FL 33138- Owner Information JOSEPH LUIS VARGAS Permit NO. WS -4-17-1169 p si Permit Type: Windows/Shutterse r 1 vork Ctassitication Window/Door Replacem Permit Status: APPROVED Issue Date: 5/1/12017 Expiration: 11/07/2017 Address Parcel Number 1122320280700 Block: Lot: 10674 NE 11 Avenue MIAMI SHORES FL 33138- Applicant JOSEPH LUIS VARGAS Contractor(s) PARADISE EXTERIORS LLC Phone Cell Phone (561)732-0300 Phone (312)342-0112 Cell Valuation: Total Sq Feet: $ 29,663.00 0 Type of Work: REPLACE 14 WINDOWS AND 4 DOORS No of Openings: 18 Additional Info: Classification: Residential Scanning: 3 CANCELLEO Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $4.20 $4.20 $6.00 $280.00 $9.00 $24.00 $345.40 Pay Date Pay Type Invoice # WS -4-17-63841 05/11/2017 Credit Card 04/27/2017 Credit Card Amt Paid Amt Due $ 295.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA IT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and ;,ni Futhermore, I authorize the above-named contractor to do the work stated. May 11, 2017 Auth ;r i"=;. Signature: Owner / Applicant / Buildi g Department Copy Contractor / Agent Date May 11, 2017 1 (Z SqP(a5 2-07c) 50.° `TNG BUILDING PERMIT APPLICATION BUILDING El ELECTRIC El PLUMBING D MECHANICAL JOB ADDRESS: 10674 NE 11 AVE Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑ EXTENSION El RENEWAL D ROOFING D REVISION ▪ PUBLIC WORKS El CHANGE OF CONTRACTO City: Miami Shores County: RECEIVED APR 27 2017 FBC 2(H UL) 511- I I (oci III CANCELLATION D SHOP DRAWINGS 4NCEL&W138 Miami Dade Folio/Pa rcel#:11-2232-028-0700 Occupancy Type: _ Load: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):JOSEPH & VANESSA VARGAS Address:10674 NE 11 AVE Phone#:(312)342-0112 City: MIAMI SHORES Tenant/Lessee Name: Email: State:FL Phone#: Zip: 33138 CONTRACTOR: Company Name: Paradise Exteriors, LLC Address: 1918 Corporate Drive Phone#:561-732-0300 City: Boynton Beach State: FL Qualifier Name: Dan Beckner State Certification or Registration #: SCC131150472 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $29,663.00 Square/Linear Foota:e of W zip: 33426 Phone#: Certificate of Competency #: Phone#: City: State: Zip: Type of Work: ❑ Addition ® Alteration Description of Work: Replace 14 Windows and 4 Doors ❑ New I -I Demolition Specify color of�f color thru tile: ��`` Submittal Fee $5v' VPermit Fee $ ZC�' v� , W\\ co/cc $ Scanning Fee $ Radon Fee $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) CCF $ DBPR $ TOTAL FEE NOW DUE $ 2q5 ' Bonding Company's Name (if applicable) Bonding Company's Address City _ State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumey)t was cknowledged before me this _A day of Ap_EJ , 20 12 , by %� P rt I , 20 7 by V.sj4 3,Zq ?&1 5 , who is personally known to D`el , me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: day of Sign: Print: Seal: v ********************* (Ik)E1.( "+"/% JAMES HOWELL .4116... MY COMMISSION # FF246672 I EXPIRES: September 22, 2019 OFM1 * * identification and who did take an oath. NOTARY PUBLIC: Seal A`JENNIFER N JERA 7,• ` MY COMMISSION # FFg02810 - ;qy4. EXPIRES July y 23, 2019 NM 393.01p3 rieriaaNuta Service.c*** **** **************4=********..,,,...,. . 1 I. i************ APPROVED BY Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk Opening Size (w x H) 1. FL15210.4 (ENTRY DOOR) 2. FL16177.1 (SINGLE HUNG) 3. FL16177.1 (SINGLE HUNG) 4. FL13010.3 (PICTURE WINDOW) 5. FL13010.3 (PICTURE WINDOW) 6. FL16177.1 (SINGLE HUNG) 7. FL16177.1 (SINGLE HUNG) 8. FL14850.1 (FRENCH DOOR) 9. FL16177.1 (SINGLE HUNG) 10. FL16177.1 (SINGLE HUNG) 11. FL14850.1 (FRENCH DOOR) 12. FL14850.1 (FRENCH DOOR) 13. FL16177.1 (SINGLE HUNG) 14. FL6890.1 (CASEMENT) 15. FL6890.1 (CASEMENT) 16. FL16736.1 (HORIZONTAL SLIDER) 17. FL16736.1 (HORIZONTAL SLIDER) 18. FL16736.1 (HORIZONTAL SLIDER) 19. FL13010.4 (PICTURE WINDOW) 20. FL13010.4 (PICTURE WINDOW) 21. FL13010.4 (PICTURE WINDOW) 22. FL16736.1 (HORIZONTAL SLIDER) 37 x 81 47x32 47 x32 • • 16 x 89 16 x 89 35 x 62 35x62 61 x 85 35 x 62 35 x 62 61 x 85 31 x 85 47 x 61 36 x 46 36 x 46 48 x 47 48 x 47 48 x 47 48x15 48 x 15 48 x 15 24 x 24 •• •• • • • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • ••• • • • • ••• • • • ••• • ••• • • • • • •• • • • • • • ••• • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • •• 5 • • •• • • • • • 4 61 LIVING RECEIVED APR 2 7 10II, rA rn 10 11 12 13 14 15 LIVING 19 20 21 BED 1 BED 2 1 16 BATH BED 3 18 222 1'I- 11 Cosi IIIIIFWV i Shores Village APPROv 4 j 1 BY DATE ZONIF L� EPT lirligirtl f, SU13J' CT TO COMP! IANCr WIT i ALL ;i1'f A-ID(-.,!,y.3'IFSn"I1?f("J, F f DE '3AL 11 , 6 SCALE: NOT TO SCALE DATE: Apr 24, 2017 DESCRIPTION: Site Plan PAGE: EosjSeaLs,,, , ASCE•7-10 Design Wind Loads : ;•F¢i'•PSla I Components & Cladding P easys4a1s cc n. • • WindPressuree [psf] for use with Allowable Stress Design Broward, Palm Beach Wind Speed: 170 mph Exposure Category'C' Mean Roof HeightInterior up to: All Triburary Areas Zone 4 Zone 5 Corner + - + - 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft +49.7 -53.9 +49.7 -66.5 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 Broward, Palm Beach (Coast) Miami -Dade Wi»4 Speed: •17;0 rpptti •; ...Wind Speed: 175 mph Expfisure;Cateyory'D'• , : Exposure Category 'C' Mean Roof Height up to: All Triburary Areas Zone 4 Zone 5 Intermr). • • • (•orger: • • • ••• • • • • •• + • • -• • •+•• 15 ft +.4.9 -a9.$ • +45:9 -'61!4• • 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.5 -62.4 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9 -54.9 +54.9 -100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.4 - 107.1 120 ft +60.3 -60.3 +60.3 - 110.5 140 ft +61.9 -61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 - 118.6 200 ft +65.9 -65.9 +65.9 -120.8 • Conforms to he Florida Building Code 5th Ed (2014). • Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on design Z criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, 4200, Boca Raton, FL 33432 • Mean • Roof •Height to: All Tribu ary Areas Zone 4 Zone 5 jlnterior) (Corner) C15 ft +40.1 • Wind Speeds noted above are ultimate design wind speeds (3 -second gust). • Cities and/or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10'. Round up to values shown • Design is based on structure classification as Enclosed Bldg: 20 ft -43.4) +40.1 -53.6 +42.6 -46.2 +42.6 -57.0 25 ft +44.6 -48.4 +44.6 -59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6 -69.1 55 ft +52.7 -57.1 +52.7 -70.5 60ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.3 -60.3 +60.3 -110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft +63.2 -63.2 +63.2 -115.9 � • Wind pressures are applicable to all building floors. • Tabulated wind pressure are valid for all roof slopes; no reduction for roof slope 510' has been considered. • Tributary Area noted in t ble (effective wind area) is equal to the minimum of [height x width] or [ht x ht / 3]. Round down to values shown. • Zones 4 & 5 ("interior" and "comer" zones, respectNely) are as shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or 4% of the least horizontal dimension. • This specification is valid only for use with structures NOT located in the upper one-half of an isolated hill, ridge or Copyright 02017 Easy Seals Zor►E S - 3. .5 to. m►g REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Kzt = 1.0 Enclosed Bldg: GCpi = ±0.18 Kd = 0.85 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean Roof HeightInterior up to: All Tribu ary Areas Zone 4 Zone jCornerl + 5 - + - 15 ft +48.6 -52.7 +48.6 -65.1 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9 -63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 WALLFI FVAI1ON 5 e Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean Roof HeightInterior up to: All Triburary Areas Zone 4 Zone jCornerl + 5 - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0 -77.7 35 ft +59.6 -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0 -130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.9 -135.4 Zone 4 fria61A,401Da WAI I FI FVATON 5 Valid only with engineer's signature & raised seal Christian Langley, P FL PE #67382 CA #31124 Document o. A1ORS ... �,LLVI'IP�DCVJ 8► DOOR -OPENING INFORMATION . . . . . . ....... A FLOOR PLAN WITH OPENING IDEN,TIFLCATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone - 10% of least horizoQtacdierysioof 44'A of�tfie plea roof Height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 it. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR ' ' ••. GLAZING TYPE ' PRDU�T ACCEPTANCE UMBER : PQODUCT APPROVAL A RCIVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N (+� PSF • _ (-) PSF (+) PSF (-) PSF MULLION REQ Y/N/NA 1 Int Door i" Lam? : n..1 5Z 1b.4 :' '1.5 75 40.1 43.4 37.5 x 81 37x81 No No 2 Int Window 7/8° Lami • FL 161 i 7 1 ' ' .170 70 40.1 43.4 52x62 47x32 No No 3 End Window 7/8° Lami FL16177.1 70 70 40.1 53.6 52x62 47x32 No No 4 End Window 1" Lami IG FL 13010.3 70 70 40.1 53.6 120 x 48 16x89 No No 5 End Window I„ Lami IG FL 13010.3 70 70 40.1 53.6 120 x 48 16x89 No No 6 Int Window 7/8" Lami FL16177.1 70 70 40.1 43.4 52x62 35x62 No No 7 Int Window 7/8" Lami FL16177.1 70 70 40.1 43.4 52x62 35x62 No No 8 Int Door I" Lami IG FL14850.1 70 70 40.1 43.4 79 x 97 61x85 No No 9 Int Window 7/8"Lami FL16177.1 70 70 40.1 43.4 52x62 35x62 No No 10 Int Window 7/8"Lami FL16177.1 70 70 40.1 43.4 52x62 35x62 No No 11 Int Door I" Lami IG FL14850.1 70 70 40.1 43.4 79 x 97 61x85 No No 12 Int Door 1" Lami IG FL14850.1 70 70 40.1 43.4 40 x 97 31x85 No No 13 Int Window 7/8" Lami FL16177.1 70 70 40.1 43.4 52x62 47x61 No No 14 Int Window 7/8" Lami IG FL6890.1 67.5 67.5 40.1 43.4 37x72 36x46 No No 15 End Window 7/8" LamiIG FL6890.1 67.5 67.5 40.1 53.6 37x72 36x46 No No 16 End Window 7/8". Lami IG FL 16736.1 60 60 40.1 53.6 74 x 63 48x47 No No 17 End Window 7/8" Lami IG FL 16736.1 60 60 40.1 53.6 74 x 63 48x47 No No 18 End Window 718" Lami IG FL 16736.1 60 60 40.1 53.6 74 x 63 48x47 No No 19 Int Window I"Lami lG FL13010.4 55 55 40.1 43.4 48x72 48x15 No No 20 Int Window I" Lami IG FL13010.4 55 55 40.1 43.4 48x72 48x15 No No 21 Int Window I" Lami IG FL13010.4 55 55 40.1 43.4 48x72 48x15 No No 22 Int Window 78" Lami IG FL 16736.1 60 60 40.1 43.4 74 x 63 24x24 No No j 7/4/2015 gu 5 da ril'"'fn' Business( Professibna Reg uation SCIS Home Log In User Registration Ucenseeffidently. Regulatefalrly. Product Approval USER. Public User Florida Building Code Online Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL15210-R5 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies •••• • • • • •••• • • • •• • •••• • ••.• • • • • •••••• • • • • • • • •••• • •• ,•• • • • • • • •• •• • • • • • • • • • • • • • •• • ••• • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPquBgbCgp%2bzCgAjPwi20vD2TV/p2fmQBUw%3d%3d 1/4 7/4/2015 Florida Building Code Online G 155 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Equivalency Of Standards.odf Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 Description • • • • • •• • • •••• •••• • 2005 1994 •••• • • • • •• •••• • •••• •• • • •• 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.2 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - ConfigJ?atitn) • • • • • • •4:••• • • • •• •4•••• • •............•.___•....... Installation Instructions • • • • FL15210 R5 II Inst 15210.1•rdf • • Verified By: Lyndon F. Schmirjt•P.E:43409••• • Created by Independent Third Party: Yes • • Evaluation Reports •• FL15210 R5 AE Eval 15210,1.odf Created by Independent Third Party: Yes b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • •• •:•••• • • •••••• • • 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Installation Instructions FL15210 R5 fI Inst 15210.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.2.odf Created by Independent Third Party: Yes 15210.3 Limits of Use c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitatio p. .r s, installation instructions and product 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL1521 Verifie Create Evalual FL1521 Create 0 R5 II Inst 15210.3.odf d By: Lyndon F. Schmidt, P.E. 43409 d by Independent Third Party: Yes ion Reports 0 R5 AE Eval 15210.3.odf d by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1 1 Installation Instructions FL15210 R5 II Inst 15210.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.4.odf Created by Independent Third Party: Yes e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 2/4 7/4/2015 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.5.Ddf Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 additional use limitations, particulars. Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and product g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and product Installation Instructions FL15210 R5 II Inst 15210.6.odf •! J Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.6.Ddf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) 15210.7 Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 additional use limitations, particulars. i Installation Instructions f FL15210 R5 II Inst 15210.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes •••• Evaluation Reports • • FL15210 R5 AE Eval 15210.:.Ddf• • • •••• Created by Independent Third fIrty:'Yes •••• • • 15210.8 Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 additional use limitations, particulars. h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door — --.. Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and product 8'0 "Impact" Glazed Fiberglass•Syrggje Door wjtp Si elite or Sidelites - Outswing (OX or X4; OXOe Configurations) •••• • • • Installation Instructions •••• •••• • FL15210 R5 II Inst 15210 8 off •• •• •� • •• •• •• • • • Verified By: Lyndon F. SchrrAdtpN.f•43409 • Created by Independent Third Pa?ty:Yes • • Evaluation Reports FL15210 R5 AE Eval 1521013.Ddf.•• •• Created by Independent Third•P9rty0 Yes • • • • • • • 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 additional use limitations, particulars. Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and product Installation Instructions FL15210 R5 II Inst 15210 9.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.9.odf Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 additional use limitations, particulars. 15210.11 Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and product Installation Instructions FL15210 R5 II Ing 15210.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.10.0df Created by Independent Third Party: Yes k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Installation Instructions FL15210 R5 II Inst 15210.11.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ 1 QRCF PquBgbCgp%2bzCgAj Pwi2OvD2Tk%2fm QBUw%3d%3d •••• • •• •••• • •••• • ••• • • ••• •••• •• • •••• • •••• 3/4 • 7/4/2015 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15210 R5 AE Eval 15210.11.odf Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.12.odf Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210,13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.13.odf Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door l'vin•Sverace Bolts on Active Door pane- lOutsNln (XX -Configuration) • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. .•...•-• • _.•_r •_•.•._ •_-.-..-..• •_.__ Installation Instructions • • FL15210 R5 II Inst 15210.12.x& • • • • Verified By: Lyndon F. Schmidt!I•.L!. 43409 • • • Created by Independent Third ,o6t4 •Yes ; •,.• Evaluation Reports FL15210 R5 AE Eval 15210,1nr: Created by Independent Thirld'Partir: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door ••• • • • •• • • • • • • • • • • • • w • •••••• 8'0 "Impact" Glazed Fiberglas Since Door utiSrilig►lhe WINDSERT"^ an operational Window insert -butswing (X - • Configuration) • • • • • • • • • • • •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210,15,odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.15.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 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 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: 1E1pf M t security su nut < https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPquBgbCgp%2bzCgAjPwi20vD2Tk%2fmQBUw%3d%3d 4/4 R. W Building Consultants, Inc. Consulting and Engineering Services for Ilii: Building Industry I'.4. Uo. 33V Vntrico, EL 33595 1'11111. 1113 659 +71177 t"ltstitl l 1 r ti 14mfosional I:ogiti rS Crrtifienlc nl'Autitorimsion No 9513 Report No.:. FL -I5210.4 Date: April 23, 201S Product Category Sub Category Manufacturer Product Nam Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angelos, CA 90045 Phone 440.969.9773 Smooth !Wood Grain ! White Wood Grain Rustic I Mahogany Series 0 Fiberglass Door Inswing!©utswtng - "Impact" Scope: Lrmitatlons: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code structural requirements including the "High Velocity Hurricane Zone". • • • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material :hal.t> :beyond 'veil dressir.. • Or stucco, .• • •••• 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does tiet•regeire an irAfiact resistant covering. • 4. When used in areas outside of the'"HVHZ" requiring wind borne debris protection this product complies s:ittl•9eclion 1619.1.2of the FBC and does not require an impact resistant covering. This product meets missite Level 'D" and includes Ws Zone 4 as asf ed in • ASTM E 1996 and Section 1609.1.2.2 of the FBC. • • • . • • 5. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck meson!? construction.. • • • 6. Site conditions that deviate from the details of drawing FL -15210.4 require further engineering anal4te•t . licensed engineer or registered architect. • • .• • • • . • •• • • 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not itieetJllg water trifiltration requirements for the "HVHZ' and must be installed only in non -habitable areas or at habitable locations protected by an over: a. + o canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. -e drawing FL -15210.4 Ice size and design pressure limitations. Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F, Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 10 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 cr in any other entity involved in the approval process of the product named •• • •• • •••• • • . • • • ... . • .• u 1. Test Report No. TEL 01390365 ETC -05-255-16776.0 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Miami -Dade NOA 14-0423.16 13-0114.05 3. Drawing No, Na. FL -15210.4 4, Calculations Anchoring ASTM E 1300 Glass Load 5. duality Assurance Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM b 635-98, 638-03, 1929-96 & 2843-99 ASTM G 25.95 ASTM E 84-05 ASTM D 635-98, 638-03, 1920-96 & 2843-90 Materials Saflex PVB lnlertayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Sheet '1 or 1 Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories Signed by Lyndon F. Schmidt, P.E. Joseph L. Dotdan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier — Signed & Seated by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt. P.E. FL PE No. 43409 4/24/2015 .. .. .. • • ... • • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • 000 • • • • 000 plastpro 5200 W. CENTURY BLVD. • • • • • • • ••• • • •• . . • • • • • • • •• •• • • ••• • • ••• • . • • • • LOS ANGELES, CA 90045 • • • • • • •' •' • • • • Smooth / Wood Grain / White Wood G Gin • • • ••; •... • • GENERAL NOTES Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT" 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spoced 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 Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'•HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not requne an impact resistant covering. This product meets missle level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions thot deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such thot the angle between the edge of canopy or overhong to sill is less than 45 degrees. TABLE OF CONTENTS SHEET/ i DESCRIPTION 1 1 Typical elevation, design pressures, & general notes 2 1 Door ponel detach 3 ( Lite frame details and glazing details 4 1 Horizontal cross section 5 I Vertical cross sections 6 13 -pant lock details I 7 r 3 -point lock details Buck and frame anchoring i 9 Components 1 10 j Biof materials SWING MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSTTIVE NEGATIVE INSWING 37.50" x +75.0 -75.0 ( N 'r OUTSWING 37.50" x 81.13" +75.0 -75.0 . See sheets 2 & 3 for hardware and 6 „*err:N,,'�. 5 Sq'. Zc gNc�Q_ U O z0. z0 vaL iso 0 0 E RT OR ASSEMBLY: r 0 tri z 0 w _ O 02/16/ 2 T.S owc. 5 . JK 0,0.00: LFS orwa.MG FL -15210.4 s.. -.Er 7 or 10 15210.1-6.dwg, 2.4 Impact Opaque and Glazed\C - Dra \Plastpro, Inc PERM • •••. • • • ••. .• •. . • •• • •. .. . • • • • •• •• •. •. • • • •. • . • • .•• . . •• • . •• •. . •. • • ••• • •. • • . .•• 0.4" o 0.7' EXTERIOR • • ••• • c • • • re. 2!B.• • •••••• • •�• x•0.4" • • • x 79.25" MAX. O.A. H HINGE STILE (LVL) 35.75" DOOR WIDTH INTERIOR • • • •• • • • • • • • • • • CAP (PVC) • • • • • • • LATCiI TILE (CVL) ()HORIZONTAL CROSS SECTION SEE HARDWARE TABLE ODOOR PANEL SEE HARDWARE TABLE HARDWARE TABLE MANUFACTURER- -... MODEL _ MAX.DESIGN PRESSURE:(PSF) :. KWIKSET 4. EXTERIOR • • ••• • c • • • re. 2!B.• • •••••• • •�• x•0.4" • • • x 79.25" MAX. O.A. H HINGE STILE (LVL) 35.75" DOOR WIDTH INTERIOR • • • •• • • • • • • • • • • CAP (PVC) • • • • • • • LATCiI TILE (CVL) ()HORIZONTAL CROSS SECTION SEE HARDWARE TABLE ODOOR PANEL SEE HARDWARE TABLE HARDWARE TABLE MANUFACTURER- -... MODEL _ MAX.DESIGN PRESSURE:(PSF) :. KWIKSET KNOB: SIGNATURE SERIES DEADBOLT• SIGNATURE GNNATURE SERIES (980) ± 75 •- ' SCAIUGE KNOB: "F" SERIES (F51) DEADBOLT: B' SERIES (860/62) t 75 PAMEX DEADBOLT: FD7 SERIES ± 75 HOPPE MUL11-POINT LOCK: 3 -POINT TONGUE ± S0 W L F MULTI -POINT LOCK: TRILENNIUM "3000' SERIES ± 75 See sheets 6 and 7 for multi -point lock details. TOP RAIL (COMP.) INTERIOR FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) EXTERIOR CDVERTICAL CROSS SECTION DOOR PANEL DETAILS >- ,m ,m m 0 0 0 0 mw n � O Z DATE: 02/1 B/ 2 SrurN.T.S DWG. 81: JK CHK. BY. LES DRAWING NO.: FL -15210.4 SHEET 2 GF 10 REVISIONS Impact Opaque and Glazed \C - R:\Clients \Plastpro, Inc PERMANENT\ Florida Product • ••.• • . . •.. •. •. . • •• . .• •• • • • • . •• •• •. •• • • • • . • •• ••• • • • • • . • • • •• • • . ••• . •• • • . ••. 20.50" MAX. D.L.O. WIDTH 24.22' MAX. FRAME WIDTH tre 0 62.63" MAX. D.L.O. HEIGHT 20.75' MAX. D.L.O. WIDTH ODL LITE FRAME 24" MAX. FRAME WIDTH 66" MAX. O.A. FRAME HEIGHT f (TYP.) In o. frYPI RSL LITE FRAME • • • • • • • •• 5/8' Gl•.44S BRE EXT. 0 © 0 0 GLAZING DETAIL • • • ••• • . • • • • • • • • 1" OVERALL GLASS �THK. •1/ AQNEVTIGL=US• f• OZ9 SAF:EXIPV@ • • • INIER*YBR • • • • • - 1/8" ANNEALED GLASS • AIR SPACE 1/8" TEMPERED GLASS •••• •• • • • • • • • • ••• • • INT. UTE FRAME TABLE MANUFACTURER MAX. DESIGN IRESSURE (PSFJ ODL ± 75 RSL ± 60 EXT. 1-1/4" OVERALL THK. GLASS 1/8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1/7 NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL ALUMINUM SPACER 1/7' GLASS BITE • •• •• • • • •• INT. G2 GLAZING DETAIL n OEXT. FRAME 5 EXT. FRAME OINT. FRAME 0 INF. FRAME 7 SCREW CAP 0 toJ JQ L00O WZ EE L 2.1.< y } m 0 W 0 CL\W rn Q M 0 Z GATE: 02/16/ 2 scat: N.T.S DWG. Br: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 3 or 10 REVISIONS 01 0 • • ••• • • • ••• • • • •• • • • • •• • • • • •• • • • • • •• • • •• ••• •• • • • •• • • • • • • • • ••• • •• • • • ••• 0 • • vv• • 0 00 i o 0 0.15" �IImo- CSINK Tw4 4111 0 INTERIOR CO r'r0 rilill:it*.... 0 • 0 Co 0 • ••• • • • • •• •••• • ••• • • • • • • • • • v , vv 4 I-1/4" MIN. EMB. (TYP.) • • • • • • • • ••• • • ••• • • • • • •. • • •. • • INTERIOR EXTERIOR 0 THORaOMMICROSSSECTION Shown w/ 1X sub -buck 1-1/4" MIN. EMB. (TYP.) ° 0.15" C'SINK ITYP•) INTERIOR 0 0 0 00 EXTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved 0 0 0 EDHORIZONTAL CROSS SECTION Outswing shown - inswing also approved X XX X A 1-1/4" MIN. EMB. (TYP.) a ZONo ECU] v, 0 w a� 0 HORIZO >- e, 0 2 w O z DATE, 02/16/ 2 SSE: N.T.S DWG. BY: JK CNK. Br: LFS Pi DRAWING NO.: FL -15210.4 -NO SHEET 4 Of 10 Impact Opaque and Glazed\C - Drawings \FL•15210 (2014)\FL-15210.1-6 zz a • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •••• • ••• • • • •• • • • • • ••• • • • • • • • • ••• • ••• • • • •• ••• •• • • • • • •• • • • • • • • ••• •• EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR / INTERIOR °VERTICAL CROSS SECTION Shown w/IXsub-buck 4 VERTICAL CROSS SECTION Outswing confirguration 4 ()VERTICAL CROSS SECTION Shown w/ ADA threshold EXTERIOR INTERIOR 0 4 a ()VERTICAL CROSS SECTION Inswing configuration 4 0 0 D_ Ci Z p 0 Ln ag N 0 am 1 U 0 VERTICAL CROSS SECTIONS UPDATE TO 5TH ED. (2014) FBC >, n 0 z DATE 02/16/ 2 SCALE N.T.S. DWC. 61': JK CHK. m LFS MMMG ND.: FL -15210.4 SHEET 5 Dr 10 ®2012 R.W. ButLOINO CON 15210 HVHZ Fiberglass - Impact Opaqu tpro, Inc PERMANENT\FI • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• • ••• •• • • •• •• • • • • ••• • •• • • • .• • • • . • • • • ••• • ••• •• • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • r • • • • • •• • • • • • • • • • • • ••• • • ••• •• 2X BUCK IX BUCK OVERALL HBGHT 2X BUCK 1X BUCK 2X BUCK 1X BUCK 0 1" r - m 0 STRIKE JAMB MANUAL RAISED TONGUE GEAR SYSTEM 0MULTI-POINT STRIKE PLATE 25 LATCH AND DEADBOLTSTRIKE PLATE Tongue system U it 3 -POINT LOCK DETAILS WQ � 0 Z DATE: 02/16/ 2 SSE: N.T.S DWG. BY' JK CNK. er: LFS DRAWING NO.: FL -15210.4 s mar 6 OF 10 A ro. Inc PERMANENT\ Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Op • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •••• • • •• • •• •• • • •• •• • • ••• • •• •• • • ••• • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • • •• •• •• • • •• •• •• • •• • • • • • • • • • 2X BUCK IX BUCK W & F Triennium 3000 SERIES 3 pt. Lock STRIKE JAMB DETAIL PART OR ASSEMBLY: 3—POINT LOCK DETAILS UPDATE TO 5TH ED. (2014)_ FBC mQ 0 Z DATE: 02/16/ 2 SOMI: N.T.S DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 7 OF 10 \Plastpro, Inc PERMANENl\Florida Product Approvals \F1-15210 HVHZ Fiberglass - Impact Opaque and Glazed C - Drawing MASONRY OPENING 2X BUCK • TYP. HEAD & JAMBS ._ BUCK ANCHORING 11 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be c4usted to maintain the nim. edge distance to mortar joints. 2. Concrete anchor locations rated as 'MAX. ON CENTER' must be °gusted to maintain the min. edge distance to mortarlohts, additional concrete anchors may be requved to ensure the 'MAX ON CENTER' dinension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR. SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR n", 4• 1- 4" r 4- Elco • ULTRACON 1/4• 1-1/4" r 4• WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, I" end distance. 8 " o.c. spacing of wood screws to prevent the stetting of wood. • •••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • • ••• • • ••• • •• • • • •• • • • • • • • • • • •••• • • • •• • • •• • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • STRIKE JAMB JAMB MASONRY OPENING 2X BUCK 1X BUCK FRAME ANCHORING Masonry construction IX BUCK 2X BUCK 1 X BUCK 2X BUCK 2X BUCK 1X BUCK LATCH & DEADBOLT DETAIL HINGE DETAIL Inswing HINGE JAMB 1X BUCK 2X BUCK 0 P HINGE DETAIL Outswing U 0 CC BUCK AND FRAME ANCHORING 0 w n � 0 Z DATE: 02/16/ 2 SCALE N.T. S DWG. BY: JK CHK. BY: LFS DRAWING NO.' FL -15210.4 SHEET 8 cr 10 R\Clients\Plastpro. Inc PERMANENT\FIorida Product Approvals \FL -15210 HVHZ Fiber • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • . •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• CDOUTSWING THRESHOLD DIP (QOSRI OUTSWING THRESHOLD 32 DLP (QOSH1 1 1 • • • • • • ••• • ••• • • • •• • • • • • • • • • • • • • ••• • ••• • • •• ••• •• N • • • 2.44" • • •• • •• • • • • • ••• •• O=SWING THRESHOLD Columbia High Dam (581) 0OUTSWING THRESHOLD 31 Columbia (575) 33 OUTSWING THRESHOLD Endura (Z -Series) 5.625" ir OINSWING THRESHOLD Endura (7 -Series) OINSWING THRESHOLD Columbia 37 INSWING THRESHOLD DLP (ISCS) 4.56" 2.13" POLY FIBER JAMB Plaster° 4.56" iv 2.36" WOOD JAMB OWEATHERSTRIP Endura Force 5 2.2' ii n rl44, o" 2.088" O /H5\ ODOOR BOTTOM SWEEP 4.56" 0,ADA THRESHOLD DLP V 0 O 0 PART OR ASSEMBLY: COMPONENTS } m UPDATE TO 5TH ED. {20142 FPO O�I LJ 0 O z DATE, 02/16/ 2 SCALE: N.T.S- DWG. EN: JK CHK. er: LFS DRAWING Ha.: FL -15210.4 SHEET 9 OF 10 0 0 E = 8 zz • .••. • • . •.• •• .. . • .....• . • • . . •• •. •• •• • . . •. • • •• •.•. •• •• • • •. •• • •• •• • • . •.• • . •• • • .•• '• . •'• "• • • "• ` 1, •• •. %%%% 4c • • •• •• �,� . • • ••• • . • •• Document. Prepared By. awe Vr Lyndon F. Schmidt /i// ••••••'f�� ; P.E. No. 43409 ////� �.0NAL ttttOV RV BUILDING CONSULTANTS. INC. V/. /. P.O. Boo 230. Valrico, FL 33595 YV Phone No.: 813.859.9197 FBPE C.A. No. 9813 BILL OF MATERIALS • • • •• • •• • • DEM i DESCRIPTION MATERIAL O 41( A 1X BUCK SG>=0.55 WOOD ��.. 1 B 2X BUCKSG>=0.55 ••WOOD • •• ••• •• �4". "- C 1/4" MAX. SHIM SPACE • •- • • • • • • • • �'�, • X11, D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW • STEEL• • . •' i' • • ,, III � E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 • •COtTCR�TE• • • • • • • • • • • ti G 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/7' PFH WOOD SCREW STEEL M #8 X 1-1/7' PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL PRODUCT: PLASTPRO INC. FIBERGLASS DOOR PART OR ASSEMBLY: BILL OF MATERIALS 2 FINGER JOINTED PINE FRAME WOOD 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7-19 X 1-3/4" PPH SELF -DRILLING SMS STEEL 6 #10 X 1-3/4" PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SIUCINE (DOW 995) SILICONE NOJ DATE 1 BY REVISIONS 15 EXT. FRAME (BY ROYAL MOULDINGS) PVC 16 INT. FRAME (BY ROYAL MOULDINGS) PVC UPDATE TO STH ED. (2014) FBC I 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT 'TONGUE' MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP :',!-4--- 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP DATE 02/16/ 2 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - SCALE: N.T S. 55 #10 X 1-1/T PFH SCREW STEEL DWG. sr: JK 57 BACKING PLATE STEEL 58 #8 X 7' PFH WS STEEL CHK. BY: LFS 60 MULTI -POINT STRIKE PLATE STEEL DRAWING NO.: FL -15210.4 62 LOCK ASSEMBLY STEEL SHEET 10 OF 10 7/5/2015 Depalm Busines Professi Reguiatior Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Lkens*effidentiy. Regulatefalrly. Product Approval USER: Public User Product Approval Menu s Product or Application Search > APPlicaUon Lot > Application Detail FL # • Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL16177-R1 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 koss@cws.cc Koss Erin ekoss@cws.cc Erin Koss /,3, Le, \o, 13 ••• • • • • • •••• • • • • •• • •••• • • •••• • • • • •••• •• • • • Address/Phone/Email 1900 SW 44th Ave. • • • • • Ocala, FL 34474 •••• • • • (352) 368-6922 Ext 291 • • • • ekoss@cws.cc • • ••• • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop • • • • • • • • 1900 SW 44th Ave. • • • • • Ocala, FL 34474 • • • • (352) 368-6922 Ext 291 • • • • • • • • • jlathrop@cws.cc • • Evaluation Report from a Horida Registered Architect or a Licensed Florida Professional Engineer ▪ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE • Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R1 COI EvalReo CWS -812B (SH -8100. IMP, NoSillAnch).pdf Referenced Standard and Year (of Standard) Standard Year AA MA/ W D MA/CSA/ 101/ I. S. 2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards https J/floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj Dbm BI Pj uPdYuGeM 3yYu1882%2bJrew%3d%3d 1/2 7/5/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/22/2015 • •• • •••• • • •••• • •••• • • • •• • • • • • • • •• Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-18a4). • • • • • • • • • • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibali%' SIBRment :: Refund St>1ta hent do Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pu411t -?etoS �request,end electronic not• s mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cont 850748 1395. *Pqrsuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department witn an ema they have one. The emails provided may be used for official communication with the licensee. However email addresses are publi• record•If you do net wish to supply a • personal address, please provide the Department with an email address which can be made available to the public. To det•rminavif you are a licensee under Chaptgr 455, F.S., please click here . • • • • • • • • • • •• Product Approval Accepts: SCCUrilvsu 7Alt l • • • •• • https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj Dbm BI PjuPdYuGeM 3yYu1882%2bJrew%3d%3d 2/2 • . . . . , FL # Model, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, glazing required on outer complies to ASTM E1300-04. Yes HVHZ: Yes no sill anchors required. Safety lite above 30 ft. in HVHZ. Glass Installation Instructions FL16177 R1 II CWS -812B (SH -8100, IMP. NoSillAnchl.odf •r ..._.J Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf FL16177 R1 AE EvalReo CWS -812B (SH -8100. IMP. NoSillAnch).odf •••• FL16177 R1 AE Quanex (Milg-on) tOA 12-1011i• f Created by Independent Third Party:•Yes ...........-•.•.—•...—•-•.-•.—,. • •• • •••• • • •••• • •••• • • • •• • • • • • • • •• Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-18a4). • • • • • • • • • • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibali%' SIBRment :: Refund St>1ta hent do Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pu411t -?etoS �request,end electronic not• s mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cont 850748 1395. *Pqrsuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department witn an ema they have one. The emails provided may be used for official communication with the licensee. However email addresses are publi• record•If you do net wish to supply a • personal address, please provide the Department with an email address which can be made available to the public. To det•rminavif you are a licensee under Chaptgr 455, F.S., please click here . • • • • • • • • • • •• Product Approval Accepts: SCCUrilvsu 7Alt l • • • •• • https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj Dbm BI PjuPdYuGeM 3yYu1882%2bJrew%3d%3d 2/2 • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 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 5th 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 -812B, signed and sealed by Lucas A. Turner, P.E. •••• 3) Test Report NCTL-210-3 815-1 A, -2, and -2A, by National Certified Testing Laboratories, •••••• Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: 11A8 241/202/203•••• 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 10Kt.512h1440-06•• 4) Supplemental Calculations to support CWS -812B, signed and sealed by Lucas•R'TQMer, P.E. • Installation: Units must be installed according to approval document CWS -812B. •..• • ••.. .. •• Limitations of Use: This product: •• • • • May be used in O/X configuration in sizes and with max. glass DLO heights a:'shdw:i in CWS- • .. • • . • • •• •.• • • . •. 812B •. • • • • 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 Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 •. • • . .. I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will 1 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. ��kL1iMiF��I +�+��,*uCiRE VI! e's + 3• No 58201 •" w ;' 1•13.• STATE OF LU "#IaNA..ts•s‘ 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• • • • ••• • •• •• • • ••• SINGLE HUNG - LARGE MISILLE IMPt-F•; 53 1/8" MAX. OVERALL FLANGE WIDTH 1 7/8 AX. UNIT WIDTH 47 11/16" GLASS DLO A • • • • • • • • • ••• • • • • • • • • ••• • GENERAL NOTES: • ••• • • • 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 • • • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. •q,,, • • • •• ••• •• • • • • • • • • 63" MAX. OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX. UNIT HEIGHT B • • • • • ••• •• 0 26 13/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X e e 26 7/8" GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O;X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH -8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT= 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT CgaggVii + (11I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 1) ch 0 N 0 0 H 0 uJ W 1- 0] 3- 0 0] UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m REVISIONS 11 ,,,T, .P,1,V4OREh zr"NE5✓8207'G'4 ��' *; * ;*=". cc Z O STATE OF S'ONA' 10% z�- 4/11/2015 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 DRAWN BY: BAT DATE. 06/18/12 DWG # CWS -812 REV.: B SCALE: 1:15 SHEET 1 OF 6 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • ••• • • ••• •• • •• • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 FIXED LITE 1/2" GLASS BITE • • ••• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS - 118" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED IIIIInCb 6) 10 r DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 SASH LITE 1/2" GLASS BITE Cogan! r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT 10 0 0 0 10 a w 0 uJ w CO >- m UPDATED PER 2014 FBC RECONFIGURED 912012 DESCRIPTION 1L O Z REVISIONS `��Pti0RE41��<i�i N Na 58201 • :ti r.-0: QSTATE OF '10,W0NA� ‘: 4/11/2015 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. BAT DATE: 06/18/12 DWG CWS -812 REV.: B SCALE: 1:1 SHEET 2 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• • • • • • ••• • • • • ••• SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR • • • • • • • ••• • • • • • • ••• • ••• • • • • •• • • • • • • • • • • • • ••• • ••• • ItITERIOR SECTION B -B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW. RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8100 PVC SINGLE HUNG IMPACT O O N O Q OJ >- UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION REVISIONS ,,,,,,,,,,,,,,,,,,,, 760. ,'RSI Na 50201 ;0 *; :9.. STATE OF 'u/. l/ff 4/11/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN 8Y: BAT DATE: 06/18/12 DWG a. CWS -812 REV.: B SCALE: 1:2 SHEET 3 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PARTS LIST ITEM PART 11 DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/FIg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron 18 S-6013 Scrn. Adapt., w/Nib, PVC, Hodz. Mikron Vinyl Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI 26 P-3046 Take Out Clip BSI Plastic SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P -4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P -4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM -5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikatlex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. BIk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NERC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Better ue Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FL Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 1 ••• • 1•• • • •• • • • •• • ••• • • • • 1 •" • --23/16" • 211/16" 15/8" NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 5/8- • • • • • PVC FRAM! PLANOE-61181 • • • PYQ6•SF161M. RAIL -6028 1/16" 7/8" 9/16"— /16" REINF.. IMPACT HOOK - 1112 1 5/16" 7/8" 1 1/16" PVC SASH STOP - 6025 3/4" 3,6'� 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1 3/16" PVC SASH SIDE RAIL - 6004 1/2" 1 1/81 a) 1/16" PVC SCREEN CATCH - 6013 3/4" 15/16" ff 1/16" REINF. BTM RAIL -1699 0 IMPACT HOOK S-1577 PVC SASH TOP RAIL -6027 2 1/8" FIXED RAIL - 1836 9/16" 1 5/16" 045" PVC FIXED RAIL COVER - 6063 5/8" I 1/16" REINF. TOP RAIL -1497 1/2" 3/16" - O FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Coggin Vit/ MS [ ti� WINDOW SYSTE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT n N cn 0 o H o w w 1- 5/16" PVC SCREEN SUPPORT -6014 PVC GLAZING BEAD -6064 3 SCREW SUPPORT -3113 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m 0 z REVISIONS , VADREW P. T '�• r SS P"vC ESN No 58201 . STATE OF ;: /` SS 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION BOM AND EXTRUSIONS DRAWN BY: BAT DATE. 06/18/12 DwG/. CWS -812 REV. B SCALE: 1:2 SHEET 4 OF 6 • • • •• •• • • • • • • • • • • • • • ••• • •• • • • • • ••• • • • • ••• •• • •• • • •• • • • • • • • ••• 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 S E T 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 6. 6" MAX. (TYP.) 6" MAX. (TYP.) - 4' (TYP.) 10 /2' MAX. O.G. (TYP.) 1—_ •• •••• • • • • • •• • • •••le 1T:MAX. O.C. • • • 4 ••• l• • • • • A. • • • •• • • • •• ;!: ••• •• •�• • ••• •• • • •• r"\---) .- 1 II X 4 10 /2" MAX O.C. (TYP.) 4' (TYP.)- 4' (TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Ctifig0i rein WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 0 a O N 0 trit H 2 W (D >- 0] UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION m 0 Z REVISIONS 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE. 06/18/12 DWG1 CWS -812 REV. B SCALE: 1:15 SHEET 5 OF 6 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • •• •••• •• • •• • • •• •• • •• • • • • • ••• • • • • •e• • • • • • • • ••• • • • • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • • ••• • •• • • • •• • • • • • • • • ••• • •• • • • •• • • • • • • MIN. EMBEDMENT • SEE TABLE 1 • • 1/4" MAX. SHIM • •e •• • • INS1�1 CATION ANCHOR SEE Ti�BLE 1 •• • • • • • •• TABLE 1: APPROVED INSTALLATION FASTENER$/ SUBSTRATE TYPE ANCHOR TYPE ✓✓MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 14"1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1-38" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) 810-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 610 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7116„ •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT Og HORIZONTAL SECTION 6 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. az/11 trait; WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT ID 0 0 o 0 1- O UPDATED PER 2014 FBC I EMK 1— Q m >- m RECONFIGURED 9/2012 DESCRIPTION m ¢ O Z REVISIONS ♦''''hiORE 41;'''''' Na 59201 "P +: * :+=_ =-o. :ti_ 0- STATE OF ;�= -„«:',4.OR1OP,"�: i''SS+ONroof A �iXV 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS DRAWN BY. BAT DATE: 06/18/12 DWG a: CWS -812 REV.. B SCALE: 1:2 SHEET 6 OF 6 7/4/2015 tr • onda Departmenr"` Busines`l Professibna Regulation o es Iona BCIS Home Ucenseeffidently. Regulate falrly. Florida Building Code Online Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Aooroval Meng > Product or Aoplication Search > AopliCaUon list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL13010-R3 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • • • •• • • • • •• • • •••• •••• • ••• • • ••* • • •••• •• • • • • • • • • •••• • •• • • •• •• •• • • • ••• • • • •• • • • • •• • • • • • • • • • • •• • ••• • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL13010 R3 COI EvalRep CWS -373B (PW -8300. 120x48, IMP).Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 1/3 7/4/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL # 13010.1 Model, Number or Name Description PW -8150 PVC Fixed Window PW -8150 PVC Flg/Fin Fixed Window, 36" x 72". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8150, 36" x 72", DP = +/- 75 psf. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300-04. 13010.2 PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 1111h, 41/1, 13010.3 PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. 13010.4 PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS -4338 (PW -8150. 36x72, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf FL13010 R3 AE EvalReo CWS -433B (PW -8150, 36x72, IMP).odf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes ................ PW -8150 PVC Flg/Fin Fixed VindovY, ContintfbW%Wel & Sill• • ._.• _ • Installation Instructions •• • •••••• FL13010 R3 II CWS -510B (434(yi$1s4;), CONY-ajr, IMP),Ddf • Verified By: Lucas A. Turner 58101 Created by Independent Thfd Agrt)1". Yes • • • Evaluation Reports •••• •• • • j • FL13010 R3 AE DuPont PVM 1\44.1'3-0129 .71)A, • • • lJP • • FL13010 R3 AE EvalReo CWS -510B (PW -8150, CONTHDSL, • • IMP) Ddf• • • • FL13010 R3 AE Ouanex (MtkirorildNOA 12-1017 • • • • 00•odf ••1••• e. d t r _ • • • • Y PW -8300 PVC Fixed Window 120" x 48". •••••• • ................• • Installation Instructions •••• • ... • FL13010 R3 II CWS -373B (PW -8300, 120x48, IP1P oaf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf FL13010 R3 AE EvalReo CWS -373B (PW -8300, 120x48. IMP),odf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes • ..... • PW -8300 PVC Flg/Fin Fixed Window. Installation Instructions FL13010 R3 II CWS -159D (PW -8300, 72x76. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf FL13010 R3 AE EvalReo CWS -159D (PW -8300. 72x76, IMP).Ddf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoDvripht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvOEb8FEH60Vrs5wFsWUkbayxBBEGDJ57PKaSsOeALf2A%3d%3d 2/3 • 7/4/2015 Florida Building Code Online 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: eC heck CCOLlCFt 1' kf:7 :i Fi• • • • • • • • • •••• • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 373B April 18, 2015 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 120" unit size 49 1/4" x 121 1/4" flange size, 1/4 Temp. — air— 7/16 Lami HS (3/16-.090SGP-3/16) glass 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 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 -373B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3591-1, and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM E1886-02/05 and ASTM E1996-02/05, and TAS 201, 202, 203 1994 4) Supplemental Calculations to support CWS -373B, signed and sealed by Luca. A. Turner, A. • • Installation: Units must be installed according to approval document CWS -373B • • .. • • . Limitations of Use: This product: •••• • •• •• • May be used in 0 configuration in sizes up to 48" x 120" unit size, 49 1/4" x 121114" flange st-A, • with max. glass daylight size of 45 1/8" x 117 1/8" • Achieves a design pressure of +70/-70 psf • Is large missile impact resistant and does not require the use of shutters • •• • • • • May be used in the High Velocity Hurricane Zone • • • • Requires 1/4 Temp. —air— 3/16 HS - .090SGP - 3/16 HS laminated IG glass miai riui i •.. • • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade NOA 11-0624.02t ••• • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 • •... •. •. •.. • • • .. • I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) 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. *eta `P,aOREw",�. t No 58201 b; :tom 1:13% STATE OF4.1‘43 .'' j /ON AL tt tt`. �ftfffflffitt 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • • • • •••. • • • .•• •• .. • • •• • •. •• • • • . . •• •• •• •• • • . •• • . •. •.•• •. •• • . •. •• • •• •• • • . •.• • • •• • • ..• GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT . ••• •• •••• • • _ • • • •1•THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • • • • •TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • •.• • • 'EDI1 ON INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) • . • • • • • . ,,,-VD RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) • • • • • • • • • ••NF • 3. OOIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE • • • NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 121 1/4" OVERALL FLANGE WIDTH • • • • 117 1/8" GLASS DLO 49 1/4' OVERALL FLANGE HEIGHT 48" MAX UNIT HEIGH B /8" GLASS DLO O TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ARCHITECTURAL SHAPES 2 SECTION VIEWS & GLAZING 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 • • • • ...4. 4ft3 . N PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. B e e 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8300. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: O = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 120" X 48" +/- 70 PSF LARGE MISSILE IMPACT WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT 10 0 0 0 0 0 1-- 0 w 1- w 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FOC DESCRIPTION b O Z REVISIONS AZ - 4/11/2015 z4/11/2015 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 DRAWN BY: DATE: ADE 05/05/07 DWGW CWS -373 REV.. B SCALE: 1:20 SHEET 1 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• FULL CIRCLE 1/2 CIRCLE 1/4 CIRCLE • • • •••• • • • •• • • •• • • •• • • • • • • • • ••• • • • • • • • • • • ••• • ••• • • • • •• ••• •• FULL ELLIPSE ("OV} ' • • OCTAGON TRIANGLE • • • • • • • • • ••• •• TOMBSTONE TRAPEZOID \I NOTES: 1 SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW THE LAYOUT SHOWN ON SHEET 5. WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT CalEggin Ali WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT LO 0 Co) 0 0 0 H 0 w w F - w 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m O z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ARCHITECTURAL SHAPES DRAWN BY: ADE DATE: 05/05/07 DWG #: CWS -373 REV.. B SCALE: 1:1 SHEET 2 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • • •• •••• •• • • • • • • • • • • • • • ••• • • • • ••• INTERIOR SECTION VIEW A -A • • • • • • ••• • ••• • • • • • • • • ••• • • • • • • • ••• INTERIOR • ♦ • • • ••• • ••• ••• •• •• • • • ••• • • ••• • • • - •• • • • ••n • •• • ••• •• SECTION VIEW B -B 1" OVERALL 1/4" TEMPERED 5116" AIRSPACE 7/16" LAMI GLASS 3116" HEAT STRENGTH 090 SENTRY GLASS IONOPLAST INTERLAYER —3116- HEAT STRENGTH SIKAFLEX 552 OR PURFECT GLAZE"H" 1/2" GLASS BITE 1:1 C11651011 I lfll ran WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC 8300 PVC PICTURE WINDOW IMPACT a cn M 0 01 0 w r 0 LL W W 0 >- m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O Z REVISIONS '2,,, si, roSQREy` 4 ,i .VsyS:�GER5.'Q ii No 58201 ''" r. +;4 ► - =b: : ".:11' STATE OF Z.' „t''ss�ONA;E��`� 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS & GLAZING DETAIL DRAWN BY: ADE DATE: 05/05/07 DWG 9: CWS -373 REV.: B SCALE. 1:1.33 SHEET 3 OF 6 • ••.• • • . ... .• .• • • .• • •. .• • • • . • •• •• •. •• • • . •• • • •• ••.. •• • •• • • •. •. • •• •• •• • . ••. . •• • • • ••. PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H -6006B Fr., PW, Main, Head Mikron PVC 2 H-60068 Fr., PW, Main, Sill Mikron PVC 3 H-60068 Fr., PW, Main, L. Jb. Mikron PVC 4 H -6006B Fr., PW, Main, R. Jb. Mikron PVC 5 S-6064 Glazing Bead (1" O.A. I.G.) Mikron PVC 6 P-3752 Cap Plug, 1/2" Hole M&M Nylon 7 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone 8 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Frank Lowe Rubber 9 P-3684 PW -8300 Gold Cert. Label, NFRC Tab 10 P-3881 Temporary Lbl. (NFRC/DP) 11 P-3613 CWS Lbl. (logo) 12 GLASS SEE SHEET 3 Cardinal Glass 13 P-3113 Screw Support for PVC Team Plastic Rubber • .• •••• • • • ••. • • . ••. • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • •• • • . •• ••• .. • • • • • .. • . • • . •.• .• • PVC FRAME FLANGE - 6006B LI -1/2"1 3/16'J PVC GLAZING BEAD - 6064 SCREW SUPPORT - 3113 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) Coggin r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT TEF 103/30/15 ADE 111/08/11 w H- 0 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m 0 z REVISIONS �,140RE V iP o, ........EN ,-, : lNo 5820 �t�fiP f' xi * 13•STATE OF "(N.s �ORti,v9. '1irS,ONA `4 zx 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. BOM AND EXTRUSIONS DRAWN BY ADE DATE: 05/05/07 DWG It CWS -373 REV.: B SCALE. 1:1 SHEET 4 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• • •• •••• • • • , • • •• • ••• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • •• ••• • SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) NOTES: INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT 0 M 0 0 0 1— w 0 >- (D UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 Q O Z REVISIONS /.§ P ......, T''4 No 58201 :c,"‘� 90;• STATE OF a�' 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE & NOTES DRAWN BY: ADE DATE 05/05/07 DWG #: CWS -373 REV B SCALE. 1:20 SHEET 5 OF 6 • •••• •• •• • • • • • • • • •• • •• • • • • •,• • • • •• • •• •• • •• •• • • • ••• •• • • • •• •• • •• •• • • • • • • •. • SUBSTRATE BY OTHERS y, SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 — 1/4" MAX. SHIM UBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER Oq6 VERTICAL SECTION 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 TYPICAL SILL ANCHORAGE • • • • • • • • • • • MIN. EMBEDMENT • • • • SEE TABLE 1 • • 11•• • • • • • • • • • • • ••• • • • •• • • • •• • • •• • • • • • • • • TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE IN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" HOLLOW OR GROUT—FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT—FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3716" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK—FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF—TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" • • 1/4" MAX. SHIM MNSTALLATION ANCHOR SEE TABLE 1 • • O 6 r BYBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 011510/ i trisr, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT to 0 c") 0D 0 0 H 0 W O UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION O Z REVISIONS ,01„34DRE W f �'', EN,.f N• 58201 .7 N• >k *2 -0,„(:)cc '” STATE OF? F9'i OFISLA'{j�=` �''r1S+OA1= 4/11 /2015 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX—FRAME APPLICATION IS ACCEPTABLE PROVIDED: — MIN. 1/4" FILLET OF CONSTRUCTION—GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. — PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG #. CWS -373 REV.. B SCALE: 1:2 SHEET 6 OF 6 7/4/2015 ea to 0" 03 JtQ°C(t ^I Business7C1 Professional Regulation Ucenseeffidently. Regulatefalrly. Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14850-R2 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc t t "XX" CONFIGURATION ONLY Exterior Doors Swinging Exterior Door Assemblies • • • • •••• • • • •• • •••• • •••• • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • ••• • • • •• Evaluation Report from a Horida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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 Certificate of Independence Referenced Standard and Year (of Standard) FL14850 R2 COI EvalReo CWS -6418 (FD -8750, IMP).odf Standard AAMA/WDMA/CSA 101/I.S.2/A-440 ASTM E1300-04 ASTM E1886-05 ASTM E1996-05 PA TAS/201/202/203 Year 2005 2004 2005 2005 1994 • • • • • • • • • • • • • • • Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 • 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL Model, Number or Name Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 Description 14850.1 FD -8750, Impact. FD -8750 French Door, SD -8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04. Installation Instructions FL14850 R2 II CWS -641B (FD -8750. IMP),odf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports fL14850 R2 AE DuPont PVB NOA 13-0129 27,odf FL14850 R2 AE DuPont SGP NOA 11-0624 02.odf FL14850 R2 AE EvaiRen CWS -6410 (FD -8750, IMP).odf FL14850 R2 AE Ouanex (Mikron) NOA 12-107x7 Q2 odf Created by Independent Third Party: Yes • • • • • • • •• • • • •••• Contact V5 :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-182 • •••• • •. • • •• • • • • • • • •• The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: privacy Statement :: AccessiWi•vv6•a•e•ien1 :: ftefral Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pUDIR-rc&Rds request, do not 9EAt1 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cont cct�,,8 0.487.1395. *Pursuan to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep (tYn rg Qiit1 an email addrrss if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publii record. you do rr t wish tip 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 liciniei sn4ler Chapter 455, F.S., please click Jlere . • • • • • • • • • Product Approval Accepts: VIC securitvru rri •• • ••• • • • •• https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrM i4XRGw KNsN oA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641B April 18, 2015 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. 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 5°i 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 -641B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -1A, -1B, -1C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. .... a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 10.1/I.S12/A440.••••• 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -641 B, signed and sealed by Lucas•tt'prner, Pte!• • Installation: Units must be installed according to approval document CWS -641B. • • • • •. Limitations of Use: This product:• • .. • • . . • ••. • • . .• • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97".S Jite sizes, • with glass types and max. glass daylight sizes as shown in CWS -641B ••• • • • Achieves design pressures of +/-70 p.s.f. • • • • •• • • Is Large Missile Impact Resistant and does not require the use of shutters • • • • • • • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS -641B shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. #11-0624.02t • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.271. • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #12-1017.021 1. I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014) 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. ,%%ItIII III, ,o` IAD REw "1.e, ▪ v No 58201 • • :*, * i*= •STATE OF 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • • • • • 0 00• • • • 4000 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • *1110 • • • • 01141 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO SWING DOOR & SIDELITE - LARGE M4$$ILE IIy4PA€T •; FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 FLUSH BOLT ON INACTIVE PANEL 40" M X. SINGLE DOOR IDTH 37 5/8" M Is H GLASS DLO 1 3/16" MAX. SI. ELITE WIDTH 33 5 MAX. PANE WIDTH 22 5/8" GLASS DL • • • • • • • • • • • 400• • • GENERAL NOTES: o. TINIE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 410 COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • • • • • PANEL W 26 5/8" In A A 17 SEE NOTE 4 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT • 00• • 4040• E ••• • • •• • 2. GLAZING OPTIONS: (SEE SHEET 4) • • 5'. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING • w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) • w/SIDELITE(S), SIDELITE NOT ATTACHED. • • • 4. LOCK OPTIONS: UP TO 613": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" 8. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 6'8": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 97" MAX. UNIT HEIGHT D SIDELITE 8 1/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. A SINGLE DOOR B 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6 ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD -8700, FD -8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" x 95-3/16" FRENCH +/- 70 PSF LARGE MISSILE IMPACT ll ' M 7" AX. NIT EIGHT; 95 3/16" MAX. PANEL HEIGHT GLASS DLO 84 3/16AI" C SEE NOTE X 4 II 1 FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 FLUSH BOLT ON INACTIVE PANEL 40" M X. SINGLE DOOR IDTH 37 5/8" M Is H GLASS DLO 1 3/16" MAX. SI. ELITE WIDTH 33 5 MAX. PANE WIDTH 22 5/8" GLASS DL • • • • • • • • • • • 400• • • GENERAL NOTES: o. TINIE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 410 COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • • • • • PANEL W 26 5/8" In A A 17 SEE NOTE 4 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT • 00• • 4040• E ••• • • •• • 2. GLAZING OPTIONS: (SEE SHEET 4) • • 5'. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING • w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) • w/SIDELITE(S), SIDELITE NOT ATTACHED. • • • 4. LOCK OPTIONS: UP TO 613": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" 8. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 6'8": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 97" MAX. UNIT HEIGHT D SIDELITE 8 1/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. A SINGLE DOOR B 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6 ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD -8700, FD -8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" x 95-3/16" FRENCH +/- 70 PSF LARGE MISSILE IMPACT SIDELITE 33-5/8" x 94-5/8" , ,, , WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 1- O 2 w 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m O Z REVISIONS 4/18/2015 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 DRAWN BY' ADE DATE: 09/08/11 DWG P. CWS -641 REV.: B SCALE: 1:35 SHEET 1 OF 12 • . ••. • • • .•• • • • • • • • • • • • • • • • . •• •• • • • • • . •• •••• •• • •• • • •• •• • •• •• • • • ••. • • •• • • ••• 3 ' 16" MAX. 151 3/8" MAX. UNIT WIDTH — . • • • SIDEL WIDTH 33 5/8" 79" _." MAX. FRENCH DOOR WIDTH .I PANEL WIDTH • • • • • PANEL WIDTH I 37 5/8" MAX. r PANEL WIDTH 83 SIDELITE GLASS DL 5/8" • t 17" AAX. /NIT -EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" iSIDELITEX 111 / BOL INACTIVE PANEL I. 84 3/16" DOOR LASS DL 95 3l PANT HEIC I SEE NOTE 4 SHT 1 moi• Q X SEE NOTE 4 SHT 1 ° 1 X SH ONNL INACTIVE PANEL _� O 84 3/16" DOOR GLASS DLO 1 • • • • 95 3/ PANT HEIC 22 5/8"– –26 5/8" – GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 36 3/16 115 3/16" MAX. UNIT WIDTH AX. SIDELITE ITH 33 5/8" MAX. 79" MAX. FRENCH DOOR WIDTH .I PANEL WIDTH hi.DOOR . 7 5/8" MAX. WI AAX. JNIT-EIGHT945/8" HEIGHT 83 SIDELITE GLASS DL 5/8" • iSIDELITEX 111 / BOL INACTIVE PANEL I. 84 3/16" DOOR LASS DL 95 3l PANT HEIC ISI SEE NOTE 4 SHT 1 moi• 22 5/8" 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE DTH 16" HT • • •.• . ... • • • • •• • •7• • • • • • s •• • • • • • • • • • • ••• • ••• • • • • • •• ••• •• • 16" EL HT • • • • • • • • • • • ••• •• 36 3/16" MAX. SIDELITE WIDTH 5/8" MAX. PAWIDTH 97" MAX. UNIT HEIGHT 76 3/16" MAX. UNIT WIDTH — 94 5/8" SIDELITE HEIGHT X 83 5/8" SID" TE SS DLO 40" MAX. SINGLE DOOR WIDTH 37 5/8" MA) DOOR WIDTH 95 3/16" PANEL HEIGHT 84 3/16" DOOR SS 22 5/8" GLASS DLO 26 5/8" GLASS DLO SINGLE DOOR w/SIDELITE CgQ;111 it! WINDOW SYSTEMS [I�14 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CWS CC 8700/10/50 PVC SWING DOOR IMPACT v 0 Q O Y 2 W 0 } m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION O Z REVISIONS `��P11DRE 1N ,T VpL':�tc E N J No 58201 *; rO STATE OF 4/18/2015 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 DRAWN BY: ADE DATE 09/08/11 DWG B: CWS -641 REV.. B SCALE 1:35 SHEET 2 OF 12 • •••• • • • • •• •• • • •• • •• •• • • • • •• • •• •• • • • • • •• •••• •• • • • •• •• • •• •• • • ••• • • •• • • • • • 40" MAX. SINGLE OOR WIDTH 37 5 :" MAX. — PANEL DTH 26 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO FLt}.SH BOLT 81/2„ NOTE. HINGE SPACINGS ARE 8-1/2" FROM 21 5/16" ENDS AND 21-5/16" MAX. O.C. UP TO 81" UNIT HEIGHT. 0 w X SEE NOTE 4 SHT 1 8 1/2" SINGLE DOOR • • • 79" MSC- FREROH DOOR•NIDTN• • • • •• • • • • • • 37 50 MAX.• PANELeDTH • • • • ••• • • • ••• • 2" GLASASS DLO G 33 5/8" MAX. WIDTH f• •• •• = ��!* • LUSH• • BOLT • ••• •• X I It" AAX. JNIT /EIGHT 79 3/16" PANEL HEIGHT •• • •• 68 3/16" GLASS DLO • • • • • • • • • • • • • • • X SEE NOTE SHT 1 1 �' FREN DOOR GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R EL HT 36 3 •" MAX. SIDELI IDTH 33 5/8" MAX. PANEL WIDTH • 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIG 78 5/8" PANEL • HEIGHT 67 5/8" GLASS DLO 0 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. - PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO Q FLUSH BOLT 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO -22 5/8"- - 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITES WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT H 0 w W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m O Z REVISIONS Jp• :4 N SF •'�. • 'I: • " No 58201 • 11 *; * :► 7▪ . STATE OF to ,c * '. 4/18/2015 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 DRAWN BY: ADE DATE. 09/08/11 DWG #. CWS -641 REV B SCALE 1:35 SHEET 3 OF 12 151 3/8" MAX UNIT WIDTH FRENCH DOOR WIDTH -.- 36 3/16" MAX. SIDELITE WIDTH SIDELITE - 79" MAX. 37 5/8" MAX. - 33 5/8" MAX. WIDTH 1 PANEL WIDTH }PANEL J s. , G G { ` It FLUSH BOLT X I It" AAX. JNIT -EIGHT 78 SIDELITE HEIGHT 5/8" 67 SIDELITE GLASS DLO 5/8" Q V l X SEE NOTE4 SHIT 1 0 • 68 3/16" DOOR GLASS DLO 79 3/ DOO HE PANCI 1 1 I � 1 i -22 5/8"- - 26 5/8" .- GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R EL HT 36 3 •" MAX. SIDELI IDTH 33 5/8" MAX. PANEL WIDTH • 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIG 78 5/8" PANEL • HEIGHT 67 5/8" GLASS DLO 0 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. - PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO Q FLUSH BOLT 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO -22 5/8"- - 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITES WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT H 0 w W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m O Z REVISIONS Jp• :4 N SF •'�. • 'I: • " No 58201 • 11 *; * :► 7▪ . STATE OF to ,c * '. 4/18/2015 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 DRAWN BY: ADE DATE. 09/08/11 DWG #. CWS -641 REV B SCALE 1:35 SHEET 3 OF 12 •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •• •••• •• • •• • • •• •• • • • • • • • ••• • •• • • • ••• 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED 105 DUPONT PVB INTERLAYER — 3/16" ANNEALED SIKA - SIKAFLEX 552 ow HENKEL - PURFECT GLAZE "1i" f 3/4" GLASS BITE r • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • •• • • • • • 1" OVERALL •• • • • • • • • • • ••• • • • • • • • 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 of l l HENKEL - PURFECT GLAZE "H" GLASS TYPE A GLASS TYPE B 3/4" GLASS BITE Cha WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 UPDATED PER 2014 EEC UPDATED PER 2010 EEC DESCRIPTION: m 0 Z REVISIONS RE l ' #rrrr4 jCY.1%4C N Bo 58201 *; * e+= STATE OFor r�r4#Sl0 N # 4/18/2015 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: ADE DATE: 09/08/11 DWG#. CWS -64I REV.: B SCALE: 1:1 SHEET 4 OF 12 GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 81" A A A 97" B B B 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 of l l HENKEL - PURFECT GLAZE "H" GLASS TYPE A GLASS TYPE B 3/4" GLASS BITE Cha WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 UPDATED PER 2014 EEC UPDATED PER 2010 EEC DESCRIPTION: m 0 Z REVISIONS RE l ' #rrrr4 jCY.1%4C N Bo 58201 *; * e+= STATE OFor r�r4#Sl0 N # 4/18/2015 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: ADE DATE: 09/08/11 DWG#. CWS -64I REV.: B SCALE: 1:1 SHEET 4 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • •• • • • • • • • • • • • •. • • • • • 0011 • • • • 000 INTERIOR SECTION VIEW A -A • • • • • • ••• • • • • • • ••• • •• • 1:bO • • • •• •r• •• • •-6 • • • • • • • • ••• •• • SECTION VIEW B -B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 C11 0,//!!!! WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT U) 0 1- 0 2 W W O } co UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m 0 Z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SINGLE DOOR DRAWN BY ADE DATE: 09/08/11 DWG #' CWS -641 REV.: B SCALE: 1:2 SHEET 5 OF 12 .••• . . • •.• •. •. • • •• • •• .• • • • • • •• •• •• •• • • • •• • • •• ••• •• . •• • • •. •• . •• •. • • • ••. . •• •. • • ••• • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • • • 1,4NT� R • IOR • •. •.• •• • • • • NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 SECTION VIEW C -C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 WI C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. CWS. CC 8700/10/50 PVC SWING DOOR IMPACT L0 0 1- 0 W 0 } w UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION co O Z REVISIONS •�'";yt1RE ty p�0 `P'Gi~4T,��' No 56201 St *: * *= • : STATE � OF �14 . � yOfi :42.4. O R 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION' SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE 09/08/11 DWG #: CWS -641 REV.: B SCALE. 1:2.5 SHEET 6 OF 12 • •••• • • • ••• •• ••• • •1•• •• •• • • • • • • • • • • ••• • • • • • •• •• • •• • • • • • ••• • • • • ••• • INTERIOR SECTION VIEW D -D • • • ••• • ••• • • • • • • •• • • • • • • • • • • • • •••®� • • • • • • • • • • • • r i•••:::: • fli''1, ;�� LIE---1---inH- INTERIOR SECTION VIEW E -E SEALANT APPLIED TO ADJOINING FACES 15 BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.CC 8700/10/50 PVC SWING DOOR IMPACT UD 0 w 0 2 w 0 >- m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION O Z REVISIONS ' • `NDRE 4yT,� •JOP� -` C E M S • T,L� . No 58201 :13: *• �O:• STATE OF :` "x16:S/SNA ,E4.'. 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE 09/08/11 DWG # CWS -641 REV B SCALE 1:2 SHEET 7 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • •• ••• • • • • • • • • • • • • 0•0 • • • • .60 PARTS LIST PARTS LIST ��//77`�,��\��,,77��r�((////��/ \Ss�3t!•&L(f•Wllll e1 SYSTEMS 1900 SW 44TH AVE. OCALA4 FLORIDA 34474 WWWFLORIDA www ITEM PART # DESCRIPTION MATERIAL VENDOR • ITEM PART # DESCRIPTION MATERIAL VENDOR H-1833 MAIN FRAME, HEAD ALUM KEYMARIj • • 51 a j31• •IASKET•�OOI•S•II�, BACK FOAM HO PRODUCTSWINDOW 2 H-1857 ASTRAGAL, INACTIVE, FD, PVC ALUM KEYMARK • • 62 • P-5134 *SCREW, /010 X 1-304" FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARIr • ~,I3 f%151: GASKET,:IDEL=TE FOAM HO PRODUCTS H-1860 REINFORCEMENT, VERT. ALUM KEYMARK • 64 X6957• SCREWI/•0,24. 1/2', FI Undercut PH, 18-8SS @ KEEPER FASTENAL 5 H-1861 REINFORCEMENT, HORIZ. ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 8700/10/50 PVC SWING DOOR IMPACT 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 7 H-1880 MAINFRAME, JAMB ALUM KEYMARK • • S7 0 P•5174• SCRCC/ j/8 X ' HEX WASHER HEAD, @ FRAME FASTENAL 8 H-1881 MAINFRAME, SIDELITE @ DOOR ALUM KEYMARK • 68 • F-5.861 SCREW #8-62 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 9 H-1900 MAINFRAME, SIDELITE @ JAMB, HEAD, SILL ALUM KEYMARK • • S1, •Z-1;83: • 1'HR:'11-iOLD,41,pH RISE ALUM KEYMARK 10 P-3039 SETTING BLOCK, 1/8 X 1 X2 FRANKLOWE • 60 • 16-1184• IIISBRT, REINFORCEMENT ALUM KEYMARK 11 SIAKFLEX 552 or PURFECT GLAZE "H" SIKA - HENKEL• • 51 • S1806• COVtRMA10E?, ANCHOR ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK ,r) .a v '- -- w O REVISIONS 13 P-3511 SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK 14 P-3587 SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK FASTENAL 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARKo 1 w w Q m 16 P-4146 SCREW #8 X3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL FASTENAL 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 19 P-4774 WSTP, BULB/LEAFS, PANEL AMESBURY 69 S-1915 BASE, SWEEP ALUM KEYMARK 20 P-4790 FLUSH BOLT, ASSM, TOP/BTM SULLIVAN 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 21 P4794 SCREW #8 x 5/8" SQ.FLATTEK @ INSERTATTACH FASTENAL 71 56083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 22 P-4802 ALL THREADED ROD (TIE ROD) McMASTER 72 5-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON 23 P-4807 HINGE, GUIDE HOPPE 73 S-6084 GLAZING BEAD (1") PVC MIKRON 24 P-48o8/P48oe HINGE, SET HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 25 P-4814 WSTP, .50X750 FOLDED BULB SEAL, @ SIDELITE AMESBURY 75 GLASS SEE SHEET4 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P4887 MORTISE LOCK PADDOCK co Q z 28 P4866 GUIDE, TIE ROD NYLON M&M 29 P4871 TIE ROD BRACKET ZINC SULLIVAN �,,,`'P1,OREW�T4,� �).'. \. C �isF -..1, =v ' No 58201 :'P It •* -'a 1 Cr t 1.0- 0- 5TATE. 6F j42 , T ' :4/C �.�t0 • , L O R 1 p?••35 ' ,0'SSr°NAS c' N4 �� 4/18/2015 30 P4885 SHOOT BOLT, TOP PADDOCK 31 P4886 SHOOT BOLT, BOTTOM PADDOCK 32 P4851 LOCKBAR, INACTIVE, 8 FT PADDOCK � 32 P4884 LOCKBAR, MULTI -POINT, 5PT, 8 FT PADDOCK •� \ 32 P4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK ..,41:1' 33 P4903 HANDLE SET, ACTIVE PADDOCK 34 P4905 HANDLE SET, INACTIVE PADDOCK WSTP, .50X50 BULB SEAL, @ DOOR SCHELGELM&M 36 P49173 CAP, STRAGA OLDEROUTSDE NYLON 37 P4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M 39 P4925 CAP, ASTRAGAL, INSIDE NYLON M&M HEAD SILL LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 40 P4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 41 P4927 GUIDE, FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED 42 P4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 43 P4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER 44 P4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL SHEET DESCRIPTION BOM 45 P4936 DOOR KNOB, ACTIVE PANEL * DELANY 46 P4937 DEADBOLT, ACTIVE PANEL * DELANY 47 P4969 SCREW, #10 X2" REINF. ATTACH. FASTENAL 48 P4997 STRIKE, DEADBOLT PADDOCK DRAWN BY: ADE DATE: 09/08/11 49 P-5127 SCREW, #12 X2", PH PAN, SMS, ANCHOR FASTENAL 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS DWG#: CWS -641 REV.: B ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE. 1:1 SHEET 8 OF 12 • •••• • • • ••• •• •• •• •• • •• •• • •• • • • • • • • • •• •• • • • • •• •• •• • • •• •• • •• •• •• • •• ••• • • •• • • ••• 4 9/16" DOOR HEAD -1833 DOOR SILL -1878 5 1/2" PVC DOOR PANEL 6083 2 1/2" 2 1/16" DOOR JAMB -1880 4 9/16" SIDELITE-1881 4 9/16" SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1/16" REINFORCEMENT - 1861 REINFORCEMENT -1860 r 3" ASTRAGAL COVER -1859 • • . 2 314"•. • • r, • • • • • • • • • • • • • •_ • • • • 13/16" ••• • 45/1 •• ••• •• • • •i • • • • • • • • • • • •• • • • A16„ • • • • • • • • •• • • •• • - • • ••• •• 1/41 4 5/16" REINFORCEMENT - 1857 2 5/8" REINFORCEMENT - 1858 j-- 1 1/2" REINFORCEMENT - 1862 INSERT, INACTIVE PNL -1849 THRESHOLD - 1783 FRAME COVER 1806 1- 3/4" SIDELITE COVER - 1816 BASE SWEEP - 1915 1 9/16" 13/16" 1/16" 1 INSERT, BACK - 1865 9/16' 1 1 11/16" 1/16" INSERT, FRONT - 1864 HEAD COVER - 1840 5/8" 3/8" FILLER - 1784 5/8" 11//16" PVC GLAZING BEAD - 6084 DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 014510111 r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT Ln 0 1- ❑ w uJ w m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m Q O Z REVISIONS ,%tt *11111,,,/ s,O PhOREIV 7,, . No 58201 .'P' : .O," STATE OF 14):: i tS• O R 1C', "„&/6NA' E ta,. zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION' EXTRUSIONS DRAWN BY ADE DATE 09/08/11 DWG a. CWS -641 REV.: B SCALE. 1:2 SHEET 9 OF 12 • •••• • •• •• • • • • • •• • •• •• •• • • •• •••• • • • • • • ••• • • • •••• •• •• • • • • • •• • • • • • • • • • ••• ANCHOR DSPAN (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE 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 11. -4" (TYP.) 4" (TYP.) Q 2" (TYP.)* •OD/METAL SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) • • • • • • • ••• • ANCHOR d 6,115SPAP 6" MAX. (TYP.) 6" MAX. (TYP.) •• .•• ••• - 17" MAX O.C. (TYP) ••• .• • • •• • • • • • • • •.,..,• 0• r (TY••P.)• -4" • -- Cy--.--- f---2" (TYP.) `WOOD/MI •I :=,...41 . •••) • . •I•••4••• • • • • • • • • • • 0 p• p p • • • • ••• 1 x • • x 0 - 1 I I I `rII (. 1 SIDELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. TAL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS 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. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1. SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT ';;-7- 0 w 2 W W 0 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 O 2 REVISIONS 2- 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 09/08/11 DWG P. CWS -641 REV.. B SCALE 1:8 SHEET 10 OF 12 • •••• • • • ••• •• •• • • •• • •• •• • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 • • • • IN=ERICIfi • • • • 1• • • • • • • • • • • • ••• • • • • CONTINOUS DBL 1/4" BEADS OF SEALANT • AROUNP PERIMEWIR AT ALL INDI€RTED • POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. • •• • • • •• ••• • ••• • • • • • • • • • TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" h' HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #12-14 HILTI KWIK-FLEXOR NW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK -FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" !4S*ALPAT1bNAIECHOR :ETA:&•1 •• • • • • • • • • • HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 C in WINDOW SYSTEMS �� 4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. CWS.CC 8700/10/50 PVC SWING DOOR IMPACT HINGE MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE 2 13/16" ANCHORS THRU HINGE (TYP.) 21 5116" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. 8 1/2" (TYP.) HINGE LAYOUT 1:30 REVISIONS ,, ,,,,,,10,E 1 V ",, s•• P - T� SS JOpy.�1C E M SF•.•/I, ,-� S1 No 58201 : * .13• STATE OF •14): itcA'•10R1?P`•�' ,� .,'gS,�NA� ti.,`G,, 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION INSTALLATION DETAILS DOOR DRAWN BY: ADE DATE 09/08/11 DWG #: CWS -641 REV B SCALE 1:2 SHEET 11 OF 12 • • ••• • • • ••• 490 • •• • • • • • • • •• • • •• •• • • • •• • • • •• •••• •• • • •• • • •• •• • •• • • • • • • • • • • • • 000 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 / SMIN EE TABLE SHT 11 114" MAX. SHIM CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 • • • • • • • • • • • • • • ••• • • • • •ONTINOUS DBL 1/4" BEADS OF SEALANT •AROUND PERIN1ES / F ALL INDICFRPD • POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. 11-1 ERIOR0 • •• • • • •• ••• •• • ••• •• • • • •• • • EEIfA�LEICNa.S4TT'HOR • • • • ••• •• • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 HORIZONTAL SECTION MIN. EDGE DIST. SEE TABLE 1, SHT 11 TYPICAL JAMB / HINGE ANCHORAGE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SW1NG DOOR IMPACT EMK 104/14/15 ADE 111/14/11 w F- 3- UPDATED PER 2014 FBC UPDATED PER 2010 FBC ii• . i� �, ,.�•P��REty .0 E N g'• LIQ r No 58201 V?1 * .O:• STATE OF z2 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION INSTALLATION DETAILS SIDELITE DRAWN Br DATE. ADE 09/08/11 DWG CWS -641 REV.: B SCALE: 1:2 SHEET 12 OF 12 7/4/2015 ,moi:-�•�''�':% r:21 irt ofes 1a a liTh:{5liLatta Business(' Professibnal Regulation License efficiently, RegiAatefalriy. Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 1900 SW 44th Ave. • • • • Ocala, FL 34474 • • •••••• FL14850-R2 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 12- "X" CONFIGURATION ONLY Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method (352) 368-6922 Ext 291 • • • • ekoss@cws.cc • • • • • • • • •• •••• Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Exterior Doors Swinging Exterior Door Assemblies • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • ••• • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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 Certificate of Independence FL14850 R2 COI EvalReo CWS -641B (FD -8750, IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrM i4XRGwKN sNoA%3d%3d 1/2 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Model, Number or Name Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 Description FD -8750, Impact. FD -8750 French Door, SD -8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04. 1 1 Installation Instructions FL14850 R2 II CWS -641B (FD -8750. IMP).Rdf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R2 AE DuPont PVB NOA 13-0129 27.odf FL14850 R2 AE DuPont SGP NOA 11-0624 02.odf FL14850 R2 AE EvalReo CWS -6418 (FD -8750, IMP).adf FL14850 R2 AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes • • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-182$. • • • • •• • • •••• • •••• • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility S3atement :: Ref a !tatement •••••• • • • 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 contact085 . 7.1395..Firruant Ib Section • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emelt adiress w they have one. The emails provided may be used for official communication with the licensee. However email addresses are publicae!oSd! If you do dbt wisft t. supply a personal address, please provide the Department with an email address which can be made available to the public. To deWrilyis You are a yarliee urYler Chapter• • • • • 455, F.S., please dick here . • • • • Product Approval Accepts: 11 •Crock IC] nnc crit v.41 C I<t, .600 - •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2fa/o2fSOvrM i4XRGwKN sN oA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641B April 18, 2015 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 6IG20-3.005 (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 -641B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -1A, -1B, -1C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -641B, signed and sealed by Lucas A. Turner, P.1; • • • • • Installation: Units must be installed according to approval document CWS -641B. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 91" S?delite siZj . • with glass types and max. glass daylight sizes as shown in CWS -641B "" ' • Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone : ' • Anchors indicated in CWS -641B shall be pan or hex head type and shall haven hey 1 or wa;her. (integrated or separate) diameter of 0.420" min. • • • • • • • • • Requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. #11-0624.02t •• • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) 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. `�titORE utu,rr,I1 40, • '. 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 •• • • • • • • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • • •• • • •• •• • • • ••• • •• •• • • ••• SWING DOOR & SIDELITE - LARGE MISSILc•MPACT•• —I 79" MAX. FRENCH DOOR WIDTH 37 5/8" AX. PANEL •TH 26 5/8" GLASS DLO 97" MAX. UNIT HEIGHT 36 3/ 6" MAX. SIDEL E WIDTH 33 5/8" PANEL W 22 5/8" GLASS DLO • • • • • • • • ••• • • • • • • • ••• GENERAL NOTES: • •:1. THF.42ODCC•IISHOWN HEREIN IS DESIGNED AND MANUFACTURED • WO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • EDITISN INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • IS los,e,Tgoi FR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN A'S E 996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 4) • • • • • 3.:811FIC TIONS: SINGLE OUTSWING, SINGLE OUTSWING • • • • • • • • • • N/SIDELITEEfS), SIDELITE DOOR(S), OTRFRENCH DOOR(S) ATTACHED. • •4.tecic0 I•ONS: UP TO 6'8": 97" A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. MAX. HANDLE SET @ 36" UNIT B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. E HEIGHT HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 68": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 95 3/16" MAX. PANEL HEIGHT FLUSH BOLT ON INACTIVE PANEL 94 5/8" MAX. PANEL HEIGHT SEE NOTE 4 FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.... 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS. 11-12 40" MAX. SINGLE DOOR WI 1 TH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 97" MAX. UNIT HEIGHT 8 1/2" 2020" 95 3/16" MAX. PANEL HEIGHT B 84 3/16" GLASS DLO SEE NOTE 4 8 1/2" A SINGLE DOOR SIDELITE NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. FOR 81" TO 97" UNIT HEIGHT. 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD -8700, FD -8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 14 MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" x 95-3/16" +/- 70 PSF LARGE MISSILE IMPACT FRENCH SIDELITE 33-5/8" x 94-5/8" , , , WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 0 2 w 0 3- 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 Q O Z REVISIONS ��`�Pp ,OREty i 4,4 cyy:4\CENg�; Na 58201 :�P *: * *r i9 STATE OP ...Li/: O�cSS „ p R 1 %. 4/18/2015 LUCAS A. TURNER, P.E. FLPE858201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE. 1:35 SHEET 1 OF 12 • •••• • • • ••• •• •• . • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • • •• • • •• •• • •• •. •• • • ••• • •• •• • • ••• GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• 16" EL HT -- — 151 3/8" MAX. UNIT WIDTH --- 37 5 : M/ 36 3/16" MAX. ELITE WIDTH 79" MAX. FRENCH DOOR WIDTH —{ 33 5/8" MAX. PANEL WIDTH — 33 5/8•' PANEL WID — 1-. 37 5/8" MAX. I PANEL WIDTH 11 I ` 17" AAX. JNIT IEIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" Q 17" AAX. JNIT iEIGHT 94 SIDELITE HEIGHTE 5/8" 83 SIDELITE' GLASS DLO 5/8" Q '�. SEE NOTE SHT SEE NOTE4 SHT 1 �� X FLUSH •BOLT YNE ill / Q 84 3/16" DOOR GLASS DLO 95 3/ PANI HEIC —22 5/8"— — 26 5/8" .- , —22 5/8"— —26 5/8" .-- \ GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• 16" EL HT -- 115 3/16" MAX. UNIT WIDTH --- 79" -- 37 5 : M/ 36 3/16" SIDELITE WI MAX. FRENCH DOOR WIDTH 33 5/8" MAX. PANEL WIDTH — — • o• R W II 11 I ` 17" AAX. JNIT IEIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" Q ./ X FLUSH BOLT ON INACTIVE PANEL : • 3/16" .C•R GLA, DLO 95 3/ PANI HEIG SEE NOTE SHT }} I 4 1 —22 5/8"— — 26 5/8" .- GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE TH 16" HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. ANEL WIDTH 76 3/16" MAX. UNIT WIDTH 40" - . SINGLE D. .R WIDTH 37 5/8" MAX. DOOR WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 ELITE GLASS DLO 0 SEE NOTE 4 SHT 1 22 5/8" GLASS DLO X 26 5/8" GLASS DLO SINGLE DOOR w/SIDELITE 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 Q O 2 w O 0 3- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 m Z REVISIONS 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 DRAWN BY. ADE DATE. 09/08/11 DWG B: CWS -641 REV.: 8 SCALE: 1:35 SHEET 2 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 40" MAX. SINGLE ! OOR WIDTH 37 5 :" MAX. — PANEL DTH 26 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO • • —FLU H BOLT X SEE NOTE 4 SHT 1 8 1/2" 21 5/16" 8 1/2" SINGLE DOOR NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 21-5/16" MAX. O.C. UP TO 81" UNIT HEIGHT. 37 5/8" MAX. PANEL WIDTH NI" M/IX. FRENCH • • • • • • • DOOR WIDTH • • • • a • • • • ••• • 2" G GLASASS DLO 79" MAX. DOOR MAX. } 33 5/8" PANEL WIDTH ; • • • iLL16H• 430414 •• • • "'i X N" AAX. _NIT -EIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO • • • •• • • • • • • • X SEE NOTE4 SHT 1 I I♦— �1♦ FREN DOOR GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R =L HT 36 3 •" MAX. SIDELI IDTH 33 5/8" MAX. PANEL WIDTH • •• • ••• 363/16" MAX. • • SIDELITE WIDTH • • 33 5/8" MAX. • • PANEL WIDTH ••• • 22 5/8" GLASS DLO •• •• } • 81" • • • MAX. • UNIT • • • • •HEIG 78 5/8" PANEL HEIGHT 67 5/8" GLASS DLO Q 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. - PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO FLUSH BOLT 0 0 • Q 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO 22 5/8"- - 26 5/8" - GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITES Cuastom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 1- 0 w w O >- m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m a 0 Z REVISIONS oo"RW ,`,o P�DE ,, �p`�t' CENS. GQ : No 58201 - • O: STATE OF %� CCS.O R t .„` ,s SON k 4/18/2015 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 DRAWN BY' ADE DATE. 09/08/11 DWG #: CWS -641 REV B SCALE: 1:35 SHEET 3 OF 12 151 3/8" MAX UNIT WIDTH FRENCH WIDTH 36 3/16" MAX. SIDELITE WIDTH MAX. 79" MAX. DOOR MAX. 33 5/8" PANEL WIDTH 37 5/8" PANEL WIDTH I1" AAX. JNIT -EIGHT 78 SIDELITE HEIGHT 5/8" Q IVI. X a FLUSH BOLT X 0 79 3/ DOG PANI HEIC 67 5/8' SIDELITE GLASS OLO, SEE NOTE4 SHT 1 i ` 68 3/16" DOOR GLASS DLO ISI 1 1 1• 22 5/8" - 26 5/8" ..- GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R =L HT 36 3 •" MAX. SIDELI IDTH 33 5/8" MAX. PANEL WIDTH • •• • ••• 363/16" MAX. • • SIDELITE WIDTH • • 33 5/8" MAX. • • PANEL WIDTH ••• • 22 5/8" GLASS DLO •• •• } • 81" • • • MAX. • UNIT • • • • •HEIG 78 5/8" PANEL HEIGHT 67 5/8" GLASS DLO Q 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. - PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO FLUSH BOLT 0 0 • Q 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO 22 5/8"- - 26 5/8" - GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITES Cuastom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 1- 0 w w O >- m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m a 0 Z REVISIONS oo"RW ,`,o P�DE ,, �p`�t' CENS. GQ : No 58201 - • O: STATE OF %� CCS.O R t .„` ,s SON k 4/18/2015 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 DRAWN BY' ADE DATE. 09/08/11 DWG #: CWS -641 REV B SCALE: 1:35 SHEET 3 OF 12 • • ••• • • • ••• • • • • • • • • • • • • • • •• •• •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1" OVERALL 3/16" TEMPERED 5116" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED .105 DUPONT PVB INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 OR 11 HENKEL-PURFECT GLAZE "Ii" 3/4" GLASS BITE l F GLASS TYPE A • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • ••• • • •• • • • • I • • 1 •• •�•• • • • ••• •• • • • • 1" Q2A1:. 3/16" TEMPERED 3/8" AIRSPACE ••• •• • •f/,6" LINATED • • • • 03/16" ANNIi4LED • 000 •'s .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 01 HENKEL-PURFECT GLAZE "H" 3/4" GLASS BITE 1 GLASS TYPE B CaaftVii WINDOW SYSTEMS /!!! 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8700/10/50 PVC SWING DOOR IMPACT N 0 C Cri Lt] 2 Lit >- m UPDATED PER 2014 PBC UPDATED PER 2010 FRC DESCRIPTION: O Z REVISIONS ,'�!t.r,340 RE W No 56201 ":'t r. 51 STATE OF :�� 1s+O A� �0� 4/18/2015 LUCAS A. TURNER, P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS 1)RAIA N BY ADE DATE: 09/08/11 DWG s: CWS -64I REV B SCALE: 1:1 SHEET 4 OF 12 GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 81" A A A 97" B B B • 000 •'s .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 01 HENKEL-PURFECT GLAZE "H" 3/4" GLASS BITE 1 GLASS TYPE B CaaftVii WINDOW SYSTEMS /!!! 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8700/10/50 PVC SWING DOOR IMPACT N 0 C Cri Lt] 2 Lit >- m UPDATED PER 2014 PBC UPDATED PER 2010 FRC DESCRIPTION: O Z REVISIONS ,'�!t.r,340 RE W No 56201 ":'t r. 51 STATE OF :�� 1s+O A� �0� 4/18/2015 LUCAS A. TURNER, P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS 1)RAIA N BY ADE DATE: 09/08/11 DWG s: CWS -64I REV B SCALE: 1:1 SHEET 4 OF 12 • • ••• • • • ••• •• •• • , • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• INTERIOR SECTION VIEW A -A SC) MCD • • • • • • • ••• • • • • • • 1 ••• aNTE�iJR1 • • • • ••• • • ••• •• • • • • • • • ••• • •• •• ••• .• • • • • • • • • •• • • • • • • • ,• • • • • • ••• •• SECTION VIEW B -B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 ( CKlati1 )kaki i WINDOW SYSTEMS [ �� 4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT a 0 w W W 0 } UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: CO O 2 REVISIONS 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. SECTION VIEWS SINGLE DOOR DRAWN BV: ADE DATE 09/08/11 DWG #- CWS -641 REV B SCALE: 1:2 SHEET 5 OF 12 • •••• • • •• •• • . • •• • • • • • • • • •• • • • • •• • ••• • •• • • • • • • ••• • • • •. • • • • • •. • • • • ••• • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• 1 ••• • 1 INTERIOR • • • • • •• ••• •• • • • • 66 firk(J • • • • • •• • • NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 SECTION VIEW C -C ITEMS NOT SHOWN FOR CLARITY 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53. 58, 60, 74, 76 CgagarDM WINDOW SYSTEMS 4I.% 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT v v 0 w 0 W 0 W } m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m O Z REVISIONS ..rgq ,,,, 040 RE tv ;9, , ,, . No 58201 \;o* *; * * rO' STATE OP 4,, R`t iSP C,ti?i 'tSS/ONAi"\`‘ 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE. 09/08/11 DWG#. CWS -641 REV.: B SCALE: 1:2.5 SHEET 6 OF 12 • • 000 • • • • •• •• • • • 00 •• • • • •• •• •• • • • • •• 000 • • • • • • • •• • • • • 000 • • • • • • • INTERIOR SECTION VIEW D -D • • • • • • • 000 • • • • • • • • • QQ • • • • • • • • • • • • • • • • • • ••• • 1100 • INTERIOR SECTION VIEW E -E SEALANT APPLIED TO ADJOINING FACES 15 BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6' FROM TOP AND BOTTOM 17" MAX. O.C. SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 Cuottolla WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 4- 2 2 W W 0 co} UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m 0 Z REVISIONS PO RE 4v i� J4P? �CEN� „v : No 58201 Wit; >, STATE OF 1. .�4 cCcy • L ..... 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG # CWS -641 REV B SCALE 1:2 SHEET 7 OF 12 • • ••• • • • •-• •• •• • • • •• •• • •• • • • • • • • - • • •• •••• •• • - • • •• •• • •• •• • • • ••• • •• •• • • ••• PARTS LIST PARTS LIST /may // TJ/](�vf}//11ryryN �/ �(!R!•61JC1•l(I�UU(J• (✓� WINDOW SYSTEMS , 1900 SW 44TH AVE OCALA4 www. FLORIDA 34474 WWW.CWS.CC ITEM PART # DESCRIPTION MATERIAL VENDOR ITEM PART # DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME, HEAD ALUM KEYMARK 'I • P-5131 SKB U•(PDDR SILL, BAST • FOAM HO PRODUCTS 2 H-1857 ASTRAGAL, INACTIVE, FD, PVC ALUM KEYMARK :52� :P-5134 %C:EW,47T0 )(•1-314:FLAT QUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK •53• •I•-5151 ORSKE•r, SIDELITE • • FOAM HO PRODUCTS H-1860 REINFORCEMENT, VERT. ALUM KEYMARK •I1• P-}157 •� E``,�� #10-24 x I t hdercut PH, 18-8SS @ KEEPER �� •i ��f `Y' FASTENAL 5 H-1861 REINFORCEMENT, HORIZ. ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 8700/10/50 PVC SWING DOOR IMPACT 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 56 P-5172 WSTP, .370 X .187, TRI FIN, BLACK ULTRAFAB 7 H-1880 MAINFRAME, JAMB ALUM KEYMARK 57 P-5174 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME FASTENAL 8 H-1881 MAINFRAME, SIDELITE @ DOOR ALUM KEYMARK 58--• P-18: WEV 9%32:9-1/4".11-11 MS, SS @ PLUNGER SS FASTENAL 9 H-1900 MAINFRAME, SIDELITE @ JAMB, HEAD, SILL ALUM KEYMARK 59 • Sa7811 PTHdESSIOIID, MICH RISfi ALUM KEYMARK 10 P-3039 SETTING BLOCK, 1/8 X1 X2 FRANKLOWE 60 : S -'j74 ,IN4VRj, REINP•ORCEMEM' ALUM KEYMARK 11 SIAKFLEX 552 or PURFECT GLAZE "H" SIKA - HENKEL 611 i S48011 GONER, JAMB• 4tiCHOQ ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK ,D v 4 o — v w ¢ — o REVISIONS 13 P-3511 SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK 14 P-3587 SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK FASTENAL 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK Y w w Q m 16 P-4146 SCREW #8 X3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL FASTENAL 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 19 P-4774 WSTP, BULB/LEAFS, PANEL AMESBURY 69 S-1915 BASE, SWEEP ALUM KEYMARK 20 P-4790 FLUSH BOLT, ASSM, TOP/BTM SULLIVAN 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 21 P-4794 SCREW #8 x 5/8" SQ.FLATTEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 22 P-4802 ALL THREADED ROD (11E ROD) McMASTER 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON 23 P-4807 HINGE, GUIDE HOPPE 73 S-6084 GLAZING BEAD (1") PVC MIKRON 24 P -4808P1809 HINGE, SET HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 25 P-4814 WSTP, .50X750 FOLDED BULB SEAL, @ SIDELITE AMESBURY 75 GLASS SEE SHEET4 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK,- - m a z 28 P-4866 GUIDE, TIE ROD NYLON M&M ��``'P1.;DRELy�T,i,� p . - ,C E N S'• �Q ��JO•' F • 2tn5 „v No 5u201 :p * t * 7 7'9 • 5 19 ; STATE OF : 41: �i�t<`S.; O R ICP Gti�� 4��S`p A �C��` — 4/18/2015 29 P4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM PADDOCK 32 P-4851 LOCKBAR, INACTIVE, 8 FT PADDOCK Ir \ 32 P-4884 LOCKBAR, MULTI -POINT, 5PT, 8 FT PADDOCK ' "j14 \\ 32 P-4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK \ 32 P4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK \ 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 P-4905 HANDLE SET, INACTIVE PADDOCK P-4913 WSTP, .50X50 FOLDED SEAL, @ DOOR SCHELGEL 36 P4917 CAP, STRAGAL,, OUTSIDE35 NYLON NYLON 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M11‘511 38 P4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M 39 P4925 CAP, ASTRAGAL, INSIDE NYLON M&M HEAD SILL LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 40 P4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 41 P4927 GUIDE, FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED 42 P4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 43 P4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER 44 P4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL SHEET DESCRIPTION: BOM 45 P4936 DOOR KNOB, ACTIVE PANEL ' DELANY 46 P4937 DEADBOLT, ACTIVE PANEL ' DELANY 47 P4969 SCREW, #10 X 2" REINF. ATTACH. FASTENAL 48 P4997 STRIKE, DEADBOLT PADDOCK DRAWN BY: ADE DATE. 09/08/11 49 P-5127 SCREW, #12X2", PH PAN, SMS, ANCHOR FASTENAL 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS DWG N: CWS -641 REV.: B ' ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: 1'1 SHEET 8 OF 12 • • 000 • • . 000 • • .• • • • • •• • • • • • •• •• •• • • . •• • • •• •••• •• • •• • • •. •• • • • • • • . 000 . • • • 4000 DOOR HEAD -1833 DOOR SILL -1878 2 1/2" 2 1/16" DOOR JAMB -1880 4 9/16" SIDELITE-1881 4 9/16" SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 5 PVC DOOR PANEL 6083 O 1/16" REINFORCEMENT - 1861 REINFORCEMENT -1860 ASTRAGAL COVER -1859 4 5/16" 2 3/4" • • ••• • i•• • • • • • •• I • • • • • €• •; • • • • 1'3/16" • • • • • • • • .+• 4 5/16" 2 7/16" THRESHOLD - 1783 • • • • • • 000 • • • • I • 1/16" • •. • •• _ I • • REINFORCEMENT - 1857 2 5/8" --1 REINFORCEMENT - 1858 1 1 /2' -_j REINFORCEMENT - 1862 INSERT, INACTIVE PNL-1849 .h v4• • zva"� T 1/16" 1/16" FRAME COVER 1806 SIDELITE COVER - 1816 BASE SWEEP - 1915 INSERT, BACK - 1865 INSERT, FRONT - 1864 HEAD COVER - 1840 5/8" 3/8" FILLER - 1784 5/8" 1 1/16" 1 PVC GLAZING BEAD - 6084 1 1/8" 5/8" 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 Cuagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT L0 0 0 w O 2 w w O m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O 2 REVISIONS ,,,,,140REty�',4, )?' P;enis• G' v No 58201 • ��'' :9 STATE OF '• O,t,,• atOR1Cp�:IQ SS�ONA �Eai.� zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. EXTRUSIONS DRAWN BY: ADE DATE 09/08/11 DWG N: CWS -641 REV.: B SCALE, 1:2 SHEET 9 OF 12 • •••• • • • • •• •• • • •• • •• •• • • • • •• •• •• •• • • • • • •• •••• •• • • • •• •• • •• •• • • ••• • •• •• • • • • • ANCHOR @ MIDSP 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) NOTES: AN (TYP.) 1� 4" (TYP. � --- '~4.. (TYP.)''- --- 4" (TYP.) F_2" (TYP.)*WO 14 0 1.1110L 11 0 1 • • • • • • SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) OD/METAL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) • • • • • • • • • ••• • • ANCHOR (41 ' ISP4 (TYP:: • 6" MAX. (TYP.) 6" MAX. (TYP.)__ •• • • • • • • • 17" MAX O.C. (TYP) ••• •••• • • .• • • • • • • • e • • • • SIDEUTE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE " CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 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 11. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS 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. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS' 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT tit Q 0 W O 0] UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 O 2 REVISIONS �P5.• CENSF. . 58201• Ri471��: STATE OF Z Z 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. ANCHOR SCHEDULE AND NOTES DRAWN BY. ADE DATE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:8 SHEET 10 OF 12 4" (TYP. � -..- r 2" (TYP. , OOD/M 00D/MI 1 • • • • • • 1 1 • • • • • • ••• • • • - O X ° i X 0 SIDEUTE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE " CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 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 11. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS 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. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS' 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT tit Q 0 W O 0] UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 O 2 REVISIONS �P5.• CENSF. . 58201• Ri471��: STATE OF Z Z 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. ANCHOR SCHEDULE AND NOTES DRAWN BY. ADE DATE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:8 SHEET 10 OF 12 • • ••• • • •• •• • • •• • •• • •0 • • • • • • • • •• • ••• •• • • •• •• • • • • ••• • •• • • • • • • • . • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. -1 MIN. EDGE DIST. SEE TABLE 1 IPA PI! MIN. EMBEDMENT SEE TABLE 1 i ! 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 • VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 -i MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • • • • •• 1 • • • • • • • • • •• • CON• TiNOUSPNL 1/4. BEADS OF $EA T AROIYJD PERINI-1ER AT ALL INpIC3TF POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. �1TEF31Q13 • •• • • • •• ••• •• • • •• • • • • • • • • • • IMISTALLATIONDANCHOR • • • O • • • E SALE t • • • • • • • ••• •• •• TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" h HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #12-14 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 112" HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITV TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" HINGE ANCHOR SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 HINGE MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE 2 13/16" — ANCHORSTHRU HINGE (TYP.) 21 5/16" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. 8 1/2" (TYP.) HINGE LAYOUT 1:30 `Y(!V'NYLYII!/UU (Y WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT L0 v v 0 H 0 0 uJ w O 0 m UPDATED PER 2014 FBC m Q OOOOO OOOO p� SiOO• OOW j9�i , ti :" No 58201 : * *= .O. STATE OF "%07'" j Op 0,i,S/ONA .��, 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. INSTALLATION DETAILS DOOR DRAWN BY: DATE. ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:2 SHEET 11 OF 12 • •••• • • •• •• • • •• • •• • • • • • • •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • •• • • SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 Ifvt i!IIIJVIIM 1 CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PIE • ailp MIN. EMBEDMENT SEE TABLE 1, SHT 11 L 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 Y • :::,NTEFQI• ••• • • • • • • • • CONIINOUSOBL 1/44 BEADS OF SEAL4JT AROUND PE19I91IITER AT ALL IMPS TEP POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. • •• • • • •• ••• •• • • • • IIISTALLATIOMANCHOR • . . S• • E =A$�E SHT 11 • • • • • ••• •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 HORIZONTAL SECTION MIN. EDGE DIST. SEE TABLE 1, SHT 11 TYPICAL JAMB / HINGE ANCHORAGE Ci llo• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT UPDATED PER 2014 FBC m Q s,,,,,,,D RE,,, i/ l ,, �Q;"4�GEMS F Ryy� : No 50201 •�b� 7. *: *, •* _ • : STATE OF :jUZ ,!,ct" FR OtOp•\`Z ,..SS..NA� E . zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. INSTALLATION DETAILS SIDELITE DRAWN BY: DATE. ADE 09/08/11 DWG it: CWS -641 REV B SCALE 1:2 SHEET 12 OF 12 7/4/2015 ega ,nda De0TIMeri Busines / l Professibna egulation Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Lken aefftkntly. Regulate fairly. Product Approval USER: Public User Product Approval Menu > Product Or ADPliCation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL6890-R5 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc 4h t4 • • •• • • • • •••• • • • • •• • •••• • • • • • •• • • • • •••• •• • • • • • • •••• • •• • •• • • • • • •• •• •• • • • • • • • • • • • • • • • • • •• • ••• • • • Evaluation Report from a Horida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R5 COI EvalReo CWS -161C (CA -8400, IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 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=wGEVXQwtDqu4Bg7NfwG9nY8C IM sOVDVxOF NzIHrYUm o%3d 1/2 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name Method 1 Option D 04/20/2015 04/21/2015 04/23/2015 06/23/2015 Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. installation Instructions FL6890 R5 II CWS -161C (CA -8400, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R5 AE DuPont PVB NOA 13-0129 27.Ddf FL6890 R5 AE EvalReo CWS -161C (CA -8400. IMP).odf FL6890 R5 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes •••• • • Contact Uf :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-144 • • • •••• •• • •• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility•••Statemen••• t :: Refun••tement iV• 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 contAtt•890!4E141395. *Pursuan•to Section • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departoggnt with an email address if they hay! one. The emails provided may be used for official communication with the licensee. However email addresses are public TeCo?d?It you do nIItti✓sh to Fupply a • personal address, please provide the Department with an email address which can be made available to the public. To deterj1ip%i4you are a l eng.%,r er Chaptei • • • • 455, F.S., please click here . • • Product Approval Accepts: • •• • sC heck Ell SCCuritrs,i ik:�'� • • •• •• • • • • • • • • • • •• • ••• • • • •• • • • ••• • • •• https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 441' 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 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 -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -IA, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucas A. Turner, Pp. ••, • • • • • Installation: Units must be installed according to approval document CWS -161C. •• • • ••. • •••• • .• •• Limitations of Use: This product: •• • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp./ ppg1 ard, -i r' • _ 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63:aicitlaI/8" (AGn• or Temp.) outboard, -air- 1 /8Ann-090PVB-1 /8Ann laminated inboard glass • • • • • • • • • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 fttrfde • Requires max. glass daylight sizes as shown in CWS -161C • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.271 • • • • • • • •• • • • • • . •• • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) 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. 111unrrrrr� p RE ```�s W'i,,f. z. -4 . No 58201 .: - * •*= ©: STATE OF L: *7, c"'„ .s,.; pRt';. `'1z" . ,°SS/ONAV. ,v% 11lrtttr1t1�1 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 •••• • • • ••• • •• • • •• • •• •• • • • •• • •• •• • • • • • •• •••• •• • •• • •• •• • • •• • • ••• • •• •• • • ••• CASEMENT - LARGE MISSILE IMPACT. : 38 1/4" MAX. OVERALL 37 NI WIDTH MAX. SASH WIDTH 73 1/4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT \I MAX. UNIT SIZE /, X \ I \ ll i // i-- \ \ 30 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS . 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 65 /2' GLASS DLO e e e • • •QENERAI•NOT�S:• •• • •• • • • • • • • • • 1. TSE PRODUC? SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • TO COMPLY♦�NITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • • • EDITIO NC�UDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) `-- 38 1/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS MAX. OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37' UNIT WIDTH • • • • • • • 2_ GlAiNG OF•TIONS: (SEE SHEET 2) 35' • • • • • • • • • MAX. SASH WIDTFj • • • • • !. CbAFIGUFtAJIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR • • • RIGHT. • • •••• ••• A • • 64 /4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT B 61" MAX. SASH HEIGHT A 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE B 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE. AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 56 /2. 7. ALL FRAMES AND VENTS FULLY WELDED GLASS DLO 8. SERIES/MODEL DESIGNATION CA -8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" - +/- 65 PSF LARGE MISSILE IMPACT HVHZ_ +/- 67.5 PSF NON(F�VH " " 37 x 72"+/- 4 1—��Y c +/ c6 pgr Y Y Y ' HVHZ 67.5 PSF (1,111 � yin WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT co 0 0 0 0 CO 0 0 10 0 H 0 0 >- m UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION 0 m O Z REVISIONS f ,,ot,,P10RE W T‘,.. s``op `"CENS. G,)y i 'No 58201 ":�"1r T.T. +, 9STATE OE tum *'�*t S+ON A ; ..s 4/18/2015 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 DRAWN BY: ADE DATE: 05/05/07 DWG 8. CWS -161 REV.: C SCALE. 1:15 SHEET 1 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • •• • • •• •••• •• • • • a • • • • • • • • • ••• • • • • ••• ••• • • • • ••• •• • • •• • •• • • • • • • • ••• • • • • • • • • • • • • • 1•• • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 7/8" OVERALL 718" OVERALL 1/8" ANNEALED or TEMPERED 1/8" HEAT STRENGTHENED or TEMPERED 1111 7/16" AIR SPACE 7/16" AIR SPACE 5/16" LAMINATED GLASS 5116" LAMINATED GLASS 1/8" ANNEALED 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 1/8" ANNEALED 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR SIKAFLEX 552 OR PURFECT GLAZE "H" PURFECT GLAZE"H" 1/2" GLASS BITE 1/2" GLASS BITE GLASS TYPE A GLASS TYPE B MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B c1v/11 ��"/, (1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT L0 0 0 00 0 C0 0 h 0 W F- 0 0 } m UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION 0 O z REVISIONS s+``+�iDRE tbots r�7r JO" No 58201 +; 13 STATE OF S,LOA1C, ",e/ONR - '"t 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION GLAZING DETAILS DRAWN BV: ADE DATE 05/05/07 DWG #: CWS -161 REV., C SCALE. 1:1 SHEET 2 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• • •• •• • • • • • • •• ••• • • e • • • •• • • •• • • • ••• • •• •• • • ••• INTERIOR • • • ••• • ••• • • • 1 • • •• • • • • • • 1 ••9 • • • • • • • • • • • • • • • • • INTEFi{ORm • SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 SECTION VIEW B -B CONVON980 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT L0 cO 0 N m 0 O w LL W W 0 W 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 0 m 0 Z REVISIONS S'°cSDF 4�6p:\11G c 1JS,:�Q��'i No 58201 . 4 t:• STATE OF : Ut$ �f�SS,4N A ; ti�� 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE DATE'. 05/05/07 DWG #: CWS -161 REV.: C SCALE: 1:2 SHEET 3 OF 6 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• e • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• PARTS LIST ITEM PART # DESCRIPTION VENDOR 1 H -6030B FR., CASE., MAIN, HEAD MIKRON • 2 H-60308 FR., CASE., MAIN, SILL MIKRON • • JWATgRIAL • PWC : PLc: 3 H -6030B FR., CASE., MAIN, JB., RIGHT MIKRON • 4 H -6030B FR., CASE., MAIN, JB., LEFT MIKRON • PVC• • PVC• 5 H -6030A FR., CASE., W/ FIN MIKRON PVC 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC • 7 H-6008 SASH, CASE., BOT. RAIL MIKRON 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC* • 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON 4/C: 10 H-1592 . SCREEN RAIL, SIDE/BTM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK KEYMARK •ALUM ALUM 12 GLASS SEE SHEET 2 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE TENSION 17 P-3197 SCREEN CORNER KEY M&M NYLON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM -5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECT GLAZE "H" , SIKAFLEX 552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL. (LOGO) 28 P-3685 CS -8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC 32 P-4003 TIE BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 39 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC 41 P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 43 P-4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC FASTENAL SS 44 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" HOP 45 P -4031-P-4040 11E -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 46 P-4050 REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION STEEL ALUM 50 P-4641 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS FASTENAL SS 51 S-1505 REINF. CASE. SASH KEYMARK ALUM 52 S-6064 GLZ. BD., 7/8" MIKRON PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • 3 1/8" 3 21/32' • • • • ••• •• PVC FLANGE FRAME H -6030B 1/16' PVC SASH H-6008 SCREEN RAIL SIDE/BTM H-1592 3 1/8" 4 1/2 PVC FIN FRAME H -6030A 1/16" PVC GLAZING BEAD S-6064 COIL, .062 X .656 P-4491 1/2" 17/32" FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1.8 1 n WINDOW SYSTEMS [ tit; 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC 9fl- 1 D 7/16" 1/16" COIL, .05 X .437 P-4050 1/16" SCREEN RAIL TOP/SIDE H-1593 3/4" I 11/16" L SASH REINF. S-1505 7/32'1 3/32 SCREW SUPPORT P-3113 8400 PVC CASEMENT IMPACT UPDATED PER 2014 FBC ITEF 103/18/15 UPDATED PER 2010 FBC 1 ADE 112/05/11 ADE 103/17/08 w r— FBC UPDATE z 0 1- 0 U (1) w 0 0 m a 0 Z REVISIONS 0000 p ORE N r�r Na 58201 • *c -a: O• STATE OF "• S,SGN.. ; • • ,t4 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY ADE DATE: 05/05/07 DWG #: CWS -161 REV.' C SCALE: 2:1 SHEET 4 OF 6 • • 0041 • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• 12 1/2" MAX O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.) — 10" MAX. O.C. (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. SEE NOTE 2 — � / / V ---INSTALLATION ANCHOR (TYP.) Aigne 12 1/2" MAX. S.C. (TYP.) 6" MAX. (TYP.) 6' MAX. (TYP.) 14 3/4" MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" SEE ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" TE 2 8" • • malt Q.C. • (TYP.r • • • • •• • INSTALLATION ANCHOR (TYP.) ••• • ••• • 41 • • GEE NOSE • �• • • • • 6 THRU ' AME ANCHOR HING : DE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) AL. NCHOR SEE NO 6" THRU FRAME ANC HINGE SIDE JAMB (TYP.) R ANCHOR LAYOUT - F FOR UNITS UP TO 37" x 63 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA//DMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Coggin Din rf WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT m 10 0 0 co 0 w 0 0 W H Lu 0 Q 0 Q 3- ro UPDATED PER 2014 FBC U' m 0 Ir w a 0 UJ 0 0 FBC UPDATE DESCRIPTION: 0 41 Q 0 z REVISIONS .,orl 10RE kif to J • • No 58201 • •ct","1r .9= STATE OF .,,;12.) :" tU. z�- 4/18/2015 a LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE & NOTES DRAWN BY ADE DATE: 05/05/07 DWG #: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 ■ I : ■ • 111 O • I • • •y• i II •. • • • •. • • • • • • • • • • O ■ 6 THRU ' AME ANCHOR HING : DE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) AL. NCHOR SEE NO 6" THRU FRAME ANC HINGE SIDE JAMB (TYP.) R ANCHOR LAYOUT - F FOR UNITS UP TO 37" x 63 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA//DMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Coggin Din rf WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT m 10 0 0 co 0 w 0 0 W H Lu 0 Q 0 Q 3- ro UPDATED PER 2014 FBC U' m 0 Ir w a 0 UJ 0 0 FBC UPDATE DESCRIPTION: 0 41 Q 0 z REVISIONS .,orl 10RE kif to J • • No 58201 • •ct","1r .9= STATE OF .,,;12.) :" tU. z�- 4/18/2015 a LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE & NOTES DRAWN BY ADE DATE: 05/05/07 DWG #: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 • ••.. • • • •• •• • •• • •• •• • • • • •• •• •• •• • • • • • • •• • ••• •• • • • •• •• • . • • •• ••• • •• • • • ••• • • • • ••• TYPICAL HEAD ANCHORAGE INTERIOR MIN. EMBEQMENT• SEE TABI,V1• • 1/4" MAX•BHIb1 • MIN. EDGE DIST. SEE TABLE 1 ••• ••• • • 46UBSTFSI•E • • BY •THEF13 • SEE TABLE 1 • 1•• SUBSTRATE BY OTHERS SEE TABLE 1 L. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 • • • • MIN. EDGE DIST SEE TABLE 1 1/4" MAX. SHIM MIN. EDGE DIST. SEESiNE1 •• • • • • • •• • • • • • • • • ••• •• SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 INTERIOR O6 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER 06A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON t. 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" _ 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1-3/8" 7/8" FLANGE7/16" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) 810-16 HILT1 KWIK-FLEXOR MN TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 810 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Cookom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT L0 o 0 u) o 0 W Q 0 W H 0 0 Y m UPDATED PER 2014 FBC UPDATED PER 2010 FBC Lu 1- a a U 2 0 I- 0 0 U In w 0 0 0 `�`pCSD EW t�ir •NIP ��GEN$ 6,-11+fi« Na 58201 4 r0 hSTA1�QE OF trS,'� O R 10:':".c,...\;45. . N 12- 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS DRAWN BY ADE DATE. 05/05/07 DWG #: CWS -161 REV.. C SCALE: 1:2 SHEET 6 OF 6 7/4/2015 Business` Professional Regulation BCIS Home Log In User Registration License effidenty. Regoatefalry. Product Approval USER: Public User Florida Building Code Online Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16736-R1 Revision 2014 Approved etail Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc # up, 1 T, 'Jt ZZ • • • • • •• • • ••• • • • •••• •••• • ••• • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • ••• • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Horida 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 Certificate of Independence Referenced Standard and Year (of Standard) FL16736 R1 COI EvaIReo CWS -871B (HS -8200, 74x63. IMP).odf Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2004 2005 2009 1994 •• • • • • • • •• • • Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2Em6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 1/2 • 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 • • • • • • • • • • •• • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 • • • ••• • • •• •••• • •••• • ••• • • ••• • •• • • ••• • • • • • •• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 412 security.ti lore,^ https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBoblVo2FlZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 2/2 I Model, Number or Name Description FL # 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions fL16736 R1 II CWS -871B (HS -8200. 74x63, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf FL16736 R1 AE EvalReo CWS -871B (HS -8200. 74x63 IMP).odf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02,odf Created by Independent Third Party: Yes HS -8200 PVC Horizontal Slider, IMPACT, 111" K §4". XOX. 16736.2 HS -8200 PVC Horizontal Slider Yes HVHZ: Yes x 63", DP +/- 60 psf. Outer lite in when used above 30 ft. in HVHZ. E1300-04. Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" I.G. must be safety glazed Glass complies to ASTM •. ............•. Installation Instructions • • •••• •4 FL16736 R1 II CWS -869B (HSo42)0: 11x63, IMPA44f Verified By: Lucas A. Turner 58201 • •••• •4 Created by Independent Third P'dr��'Yes Evaluation Reports • • • FL16736 R1 AE DuPont PVB ND413-0129 22vdf • • FL16736 R1 AE DuPont SGPNOA11•0624 0Z.o f • • FL16736 R1 AE EvalReo CWS 8148" (HS -8290, 111263, IMP),odf • • • • • FL16736 R1 AE Ouanex (Mikrgfti NDA 12-1017 0•Lodf • Created by Independent Third Party: Yes •••_•_•• • • • • • • • • • • • •• • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 • • • ••• • • •• •••• • •••• • ••• • • ••• • •• • • ••• • • • • • •• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 412 security.ti lore,^ https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBoblVo2FlZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 5th 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 -871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/W DMA/CSA •••• 101/I.S.2/A440 `08 • •• 4) Supplemental Calculations to support CWS -871B, signed and sealed by Lucas 'A..7ut er, P.E..••• .... Installation: Units must be installed according to approval document CWS -871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B • Achieves design pressures of +/-60 psf • • • • • Is Large Missile impact resistant and does not require the use of shutters •• • • • • • May be used in the High Velocity Hurricane Zone . • :' �. • • • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 • • • • • • • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021' . ••. • • • •.• ... • .• • • . . • .. • ..• • •• • • ... ' I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed. (2014) 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. 4/18/2015 FL PE #58201 • • • • •••• • • • ••• •• •• • • •• • •• •• • • •• • •• • • •• • • • • • • • •••• •• •• •• • • •• •• • •• •• • • •• ••• • •• •• • • ••• HORIZONTAL SLIDER - LARGE MISSILE IflVACT• 64 /4" MAX. FLANGE HEIGHT 58 13/16" GLASS DLO 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 0 C • • ••• • • • • • A- X • •• •• •• C NEfJ). MOTES: • • • • • � •THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • •TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • I N INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • • • • •IRA ED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED •• • • • •• • • • IN ASTM E 1996 PER THE FBC. • • GL7NG OPTIONS: (SEE SHEET 2) •• • B 8 8 e • • • 3 CONFIGURATIONS: "OX", DEIISN PRESSURE RATING: • • • • • • •-?EGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 59 9/16" MAX. SASH HEIGHT C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO ---- 36 5/16" MAX. SASH WIDTH —� 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT Cllogoinr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 N N O Q w w 0 >- UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION m O 2 REVISIONS 4/11/2015 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 DRAWN BY. ADE DATE. 10/10/13 DWG #: CWS -871 REV.: B SCALE: 1:15 SHEET 1 OF 5 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • •• • • •• • • • •• •••• •• • •• • • •• •• • • • • • • • ••• • • •• • • ••• INTERIOR SECTION A -A SECTION C -C ALTERNATE FIN FRAME • • • • • • • ••• • • • • • ••• • • ••• •• • • • • •• • • • • • INTTRIOR • • ••. . ••• • m6)04I)0 •• • • • • • • • ••• • • • • •• • • •• •• • •• •• SECTION B -B NOTE. FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 36) HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 • • SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8' OVERALL 118" ANNEALED or TEMPERED 7/16' AIRSPACE 5/16" LAMI 1/8" ANNEALED 090 DUPONT PVB INTERLAYER 118" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 GLASS TYPE A 1:1 1/2' GLASS BITE aztolli [d WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW .CWS .CC 8200 PVC HORZ. SLIDER IMPACT <V O 0 W .. 0 Q CO /n Z 0 C z w o 1- U U) W D CHANGED EDGE DIST m < O zz 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION SECTION VIEWS AND GLAZING DETAIL DRAWN 8Y: DATE ADE 10/10/13 DWG it: REV.: CWS -871 B SCALE 1:2 SHEET 2 OF 5 • • ••• • • • ••• •• •• • • •• • .• •• • • • • •• •• •• •• • • . •. • . •• •••• •• • • •• • • • •• . • •• • • • ••• • •• •• • • ••• PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P-3029 Screen Pull Tab 10 P-3033 Screen Spring, SS Summit Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollFomt 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P-3342 Seam Sealer, SM -5504 Schnee Silicone 16 P-3352 Set. BIk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gr. Ultrafab 18 P-3539 #8 x 3/4" Square TEK 2 Znc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Znc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring Lock, Impact, PVC 22 P-4779 Roller, Tandem Interlock M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Cover w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Znc 28 P-4952 Keeper, Rotary Lock Sullivan Znc 29 P-4959 Wstp., 0.420 x .187 back FinSeat, Gn Ultrafab 30 P-4633 Bartel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 5-6063 Fixed Rail Coder Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET 2 CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 • 318' • •• • • ''T1• • • • •r1 ••• • 2 11/16 1/16" • • • • • ••• • • 3 1/8 3 9/16""■ • R . 1• PVC FRAME FIN -6048 •• PVC FRAME FLANGE -60.41 • PVC SASH MTG RAIL -6050 PVC SASH SIDE RAIL -6051 0 •• • • • •• w• 1/16' 1 1/2" 2 1/8 FIXED RAIL - 1836 1/16' PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 6063 �_O 3/16" 6" PLAN VIEW -1999 0 6" PLAN VIEW -2000 3/16" 3" I I ---I- 11 SCREW SUPPORT -3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. -a 1 5/16" 7/8" '— 1/16" HEAD IMPACT HOOK - 1999 0 3/16" 5/8" r L T- 5/8" 1/16" L PANEL IMPACT CATCH - 2000 518" } 1/16" SASH MTG. RAIL -1497 SASH REINF - 1699 7/16" 1 1/4" 1/16" ROLLER TRACK -1776 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Cilarialli WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT N V a w O N O O ❑ eC Lu w Lu ❑ Y m 3/16" 3/4" ill 1/16' S.B.R./S.S.R. - 1498 PVC GLAZEBEAD - 6064 1/2" PVC SCREEN CATCH - 6013 5/16" 1 1/8" -j T— 1/16' PVC SCREEN SUPPORT - 6014 1-7/8" -j 9/16 1/16' GLAZE BEAD -1112 3/8" 1 5/16"-{ siD 1/16" PVC ANTI -LIFT - 6005 B I UPDATED PER 2014 FBC A I CHANGED EDGE DIST DESCRIPTION 0 Z REVISIONS .‘O°P150R0 'ii+/,, kyr'= CEN lQ No 58201 15: STATE OF 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 10/10/13 DWG 9. CWS -871 REV.: B SCALE: 1:2 SHEET 3 OF 5 • •••• .• •• • • • • • • • • i • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• -I 3" (TYP.) I3" (TYP.) SEE NOTE 2 ' r O K I I I X I v I c=1 I ' L__ A ANCHOR LAYOUT - (FLANGE) • • • • • • • • M • ••• • • • • 4' ItIAX. ( 4" MAX. (TYP.) • ••• • • • • • • • • • • • • • ••• •• • • • • • • • ••• • 8" MAX. O.C. (TYP.) •• • • • • • • • ••• 7 • • • • E NOTE 2 INSTALLATION ANCHOR (TYP.) • • 1• 80 • MAX. O.C. (TYP.) ANCHOR LAYOUT - (FIN) INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W0013 SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1. SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT N 0 O c N N O W !TT 1I W W 0 >- o3 07 UPDATED PER 2014 FBC CHANGED EDGE DIST DESCRIPTION m 0 Z REVISIONS ,Pt C E N Sr,. No 58201 ': �r 4 STATE OF o t©NA h ,y`s Cj 2- 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG It: CWS -871 REV B SCALE: 1:20 SHEET 4 OF 5 • • ••• • • • ••• •• •• • • • • •• •• • • • • • •• • •• • • • • • • ••• • •• •• • • • • •• • • • • • • ••• • • • • ••• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT r BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 — 1/4" MAX. SHIM 1/4" MAX. SHIM } MIN. EMBEDMENT SEE TABLE 1 05 AA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBE•MEN1 SEE TABLE 1• • • • • • 1/4" MA)SSHM • • • r 151‘ PIO INSTALLATION ANCHOR Air SEE TABLE 1 7111 ••• • •BUBST YGTHE SEE TAB • • • ••• • • • • 1•• • MIN. EDGE DIST SEF•Tik E1•• • • • • • • • • • MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM YY Y SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT • • • • • • SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 510 WOOD SCREW 1-3/8' 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) 910-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16„ FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 510 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) 58 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05 C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 5 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. CD °(o/%1 �� WINDOW SYSTEMS � 4, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT UPDATED PER 2014 FBC I EMK 104/07/15 ADE 102/24/14 w Q } m CHANGED EDGE DIST. DESCRIPTION m O z REVISIONS � SOP CENS' ,, -¢4 No 58201 ' 2 7. * Q'. STATE OF :', * 12- 4/11/201S z4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS DRAWN BY: ADE DATE: 1 0/1 0/13 DWG It: CW S-871 REV.: B SCALE: 1:2 SHEET 5 OF 5 7/4/2015 egu io ,nda')ev-re u Bus1nes r, Profess' `nal Regulation tkenseeffKiently. Regulate falrty. lzt BCIS Home Log In User Registration Product Approval USER: Public User Florida Building Code Online Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application $earch > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL13010-R3 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) I qe 2o1 2 't • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• • • •••• •••• •••• • • • • • • • • •• ••• • • • •• • • • • ••• • • • Evaluation Report from a Florida Registered Architect or a LicErted Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL13010 R3 COI EvalReo CWS -3738 (PW -8300, 120x48, IMP).odf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-05 PA TAS 201/202/203 Year 2005 2008 2004 2005 2005 1994 •• • • • • �• • • • https://fl oridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx88EGDJ57PKaSsOeALf2A%3d%3d 1/3 • 7/4/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products FL # 13010.1 Model, Number or Name Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 PW -8150 PVC Fixed Window Description PW -8150 PVC Flg/Fin Fixed Window, 36" x 72". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8150, 36" x 72", DP = +/- 75 psf. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS -4335 (PW -8150, 36x72, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf FL13010 R3 AE EvaIReD CWS -4338 (PW -8150, 36x72, IMP),odf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.2 PW -8150 PVC Fixed Window PW -8150 PVC FIg/Fin Fixed Window, Continuous Head & Sill. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 13010.3 Installation Instructions •••• FL13010 R3 II CWS -510B (PW -8150, CONTHI!5i1. i .odf Verified By: Lucas A. Turner 4Ppf • Created by Independent Third Party: es ••••• Evaluation Reports •••• FL13010 R3 AE DuPont PVB kliAL-i0129 27.odf, FL13010 R3 AE EvalRen CWS-5148•(PW-8150iCONTHDSL, IMP),Ddf • • • • • • FL13010 R3 AE Ouanex (MikrenlIN•DA 12-10117 O€tiDdf Created by Independent Third Oa** •Yes • • • • PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes • Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. •• • • • • • • •.• + •---• •• •i•••• PW -8300 PVC Fixed Window, l;4, ,V3" • • • • • Installation Instructions • • • • • •••• FL13010 R3 lI CWS -3738 (RW -83Q0, 120x4:6I1MPt.l'df Verified By: Lucas A. Turner•58201 • • • Created by Independent ThirdVarty:'Yes •••• • • • Evaluation Reports •• FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf FL13010 R3 AE EvalReo CWS -373B (PW -8300. 120x48, IMP).odf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Inde.endent Third Party: Yes 13010.4 PW -8300 PVC Fixed Window PW -8300 PVC FIg/Fin Fixed Window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS -159D (PW -8300. 72x76. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf FL13010 R3 AE EvalReo CWS -159D (PW -8300. 72x76 IMP).odf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02,odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850-487-1824 The State of Honda is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFs W U kbayxBBEGDJ57PKaSsOeALf2A%3d%3d 2/3 7/4/2015 Florida Building Code Online 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: ® oClmt 'l'turi1s'Sti TRH , • • • • • • • • • • ••• • • •••• •••• • •••• • •••• • • • • • • • • •••• • •• • • •• •• • • • • • • • • • • •• • ••• • • • •• • • • • ••• • • •• • • •• • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 3/3 • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159D April 18, 2015 roduct Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -159D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -1A, and NCTL-210-3955-01 and -1A, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS reports 3954-1A and 3955 -IA signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS -159D, signed and sealed by Lucas A. Turner, P.E.... ••.• • •••. Installation: Units must be installed according to approval document CWS -159D. . • •• • •• • • •• • Limitations of Use: This product: • • • May be used in 0 configuration in sizes up to 48" x 72" unit size at design pressur.sof+/-5b psf•,. or in sizes up to 72" x 76" unit size at design pressures of +1-67.5 psf in HVHZ.Q - Q5 psf • • • • outside the HVHZ, with max. glass daylight sizes as shown in CWS -159D ••'•.• ••• • • 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 otgrade. • • Requires glazing as shown in CWS -159D, with Dupont SentryGlas Interlayer per Miami-Daeld. NOA 11-0624.021. in DP65 or 67.5 units or Dupont PVB Interlayer per Miami -Dade NOA 13- ' 0129.271 in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certifica ion o ndependence: 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. L-iREtetf 7.1.+,, No 58201 t : * r O• STATE OF 1.Ld S.,(3.<,:•. '• AGI • I'7.F•'c 0n1t• 5•'�:,�s''• .,"4JONAl.�,``%� 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • •••• • • • ••• •• •• • • •• • •• •• • •• • • • •• •• •• • • • •• • • • •••• •• • •• • • • • • •• •• • • • ••• • • • • • ••• PICTURE WINDOW - LARGE MISSILE IMRQpT • 49 1/4" GLASS DLO A 73 1/4" MAX. OVERALL FLANGE HEIGHT 72Ya MAX. UNIT -C HEIGHT .1 B 69 /8' GLASS DLO O TABLE OF CONTENTS A GENERAL NOTES & ELEVATIONS 1 ARCHITECTURAL SHAPES 2 GLAZING DETAILS 3 SECTION VIEWS 4 EXTRUSIONS & B.O.M 5 ANCHOR SCHEDULE & NOTES 6-7 INSTALLATION DETAILS 8 B e e e . . • • ••• • 73 1/4" MAX. OVERALL FLANGE IET 72• MAX. UNIT WIDTH 77 1/4 - MAX. OVERALL FLANGE HEIGHT 76' MAX. UNIT HEIGHT 73 /8" GLASS DLO 69 1/8" GLASS DLO GENERAL NOTES: • • • • • • 1. THL•PUODUCTTHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • • II -0 CiMPLX OJITH THE FLORIDA BUILDING CODE (FBC), CURRENT •• EDITI N INipLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) • • • • AND 116i2ATIED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • •• • • 2. GLAZING OPTIONS: (SEE SHEET 3) • • 3PCONFI6URATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE • VDT LIMIT -ED TO, THOSE SHOWN ON SHEET 2. • l• • 44Ii IG►Ip' ESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8300. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • 4. • p4 , • Ipsf PRESSURERATING,_e IMPACT RATING ANY 48" x 72" +/- 55 PSF Y LARGE MISSILE IMPACT N�N H+ 72 x 76 HVHZ +/- 67.5 PSF azgon WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a (0 O 0 0 0 0 O 1-- 0 H 2 W 0 0 "4 3 - co UPDATED PER 2014 FBC 0 0 U w w 0 0 UPDATED PER 2010 FBC 0 z 0 3 0 0 0 DESCRIPTION 0 0 00 Q O Z REVISIONS fi `v• Na 58201 't 7.13: '.7.1).• STATE OF 'L SOF '.:OF11CP+•�`' S j0N A t'y�O `` * 7Z- 4/11/2015 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 DRAWN BY ADE DATE. 05/05/07 DWG #: CWS -159 REV.: D SCALE 1:20 SHEET 1 OF 8 •••• • • • •• • • •• • •• • • • • • • • • • • •• • ••• •• • • • • •• • ••• • • • • • • • • . • 1/2 CIRCLE 1/4 CIRCLE • • • • • • ••• • ••• •• • •• • • • ••• • •• • • • • • • • • • • • • • ••• • •• FULL ELLIPSE ("OVAL" • • • • •• ••• • • •• • • OCTAGON TRIANGLE • • • TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY. WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC l! 8300 PVC PICTURE WINDOW IMPACT 0 0 rn N 0 0 0 N co 0 0 0 r- 0 0 H 0 Y 2 W W O W 0 0 aD UPDATED PER 2014 FBC UPDATED, RECERTIFICATION UPDATED PER 2010 FBC UPDATED PER NEW FBC REO DESCRIPTION 0 (0 O 2 REVISIONS ' T `4 • No 58201 + .O . STATE OF1. to: '7`S+ONA' E�'`~ z�- 4/11 /2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. ARCHITECTURAL SHAPES DRAWN BY ADE DATE: 05/05/07 DWG # CWS -159 REV.: D SCALE: 1:1 SHEET 2 OF 8 OD • •••• • • • ••• •• •• • • •• • •• •• • •• • • • •• • •• • • • • • • • • ••• • • •• • • •• •• • •. ... • . • • • ... r OVERALL 3/16" ANNEALED or TEMPERED 1/2" AIR SPACE 5/16" LAMINATED — 1/8' ANNEALED 090 DUPONT PVB INTERLAYER —1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 GLASS TYPE A •••• • ••• • • • •• •. • • • •• • • ••• • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • . •• • • • • • ••• •• r OVERALL 3/16" HEAT STRENGTH or TEMPERED 3/8" AIRSPACE 7/16" LAMI GLASS 3/16" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER --3/16" HEAT STRENGTH PURFECT GLAZE "H" SIKAFLEX 552 GLASS BITE GLASS TYPE B W®lll C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8300 PVC PICTURE WINDOW IMPACT 10 0 M O O N co 0 1-- 2 W W 0 W 0 2- o3 UPDATED PER 2014 FBC UPDATED, RECERTIFICATION U m CC w a 0 UPDATED PER NEW FEC REO DESCRIPTION 0 0 0 Z REVISIONS 4/11/2015 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: ADE DATE: 05/05/07 DWG #: CWS -159 REV.: D SCALE: 1:1 SHEET 3 OF 8 GLASS MAX SIZE DP +/-55 A 48 X 72 W®lll C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8300 PVC PICTURE WINDOW IMPACT 10 0 M O O N co 0 1-- 2 W W 0 W 0 2- o3 UPDATED PER 2014 FBC UPDATED, RECERTIFICATION U m CC w a 0 UPDATED PER NEW FEC REO DESCRIPTION 0 0 0 Z REVISIONS 4/11/2015 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: ADE DATE: 05/05/07 DWG #: CWS -159 REV.: D SCALE: 1:1 SHEET 3 OF 8 • • •.• • • • 000 •• •• • • • •• 00 • • • • •• • • • . • • • • • • ••• • • • • • • • • • • • • • • 4100 • • • • 041• INTERIOR SECTION VIEW A -A •• • 0410 • 410• • • • • • • 4141 • • • 41.41 • • • • • • • • • • 4100 • 4110 • • • • INTERIOR 00 • • • .. ••• 00 • • •• • • • • • •00 •• vLi2Q- ALTERNATE FIN FRAME SECTION VIEW B -B cllogom WINDOW SYSTEMS rc,:i 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a5, t` N M O O O t7 0 0 O O 1- 0 w 2 F w 0 Q 0 >- UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ DESCRIPTION 0 m 0 Z REVISIONS pom t3URE r,T,,i�i � Gp� •'�C E N �:. dip •� Ilia 58201 t;t • Q^ STATE OF ,moi (!••'•1 Ofi 5•i7 'e4S�ON A ; %Os zZ 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY ADE DATE: 05/05/07 DWG #: CWS -159 REV.. D SCALE. 1:1.33 SHEET 4 OF 8 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• • • • • •• • • • •••• • • •. • • • •• • •• •• • • • ••• • •• •• • • ••• PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAE 1 H -6006B FRAME, PW, MAIN, HEAD MIKRON PVC • 2 H -6006B FRAME, PW, MAIN, SILL MIKRON PVC 3 H -6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H -6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H -6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 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 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 PVC FRAME FLANGE - H -6006B PVC GLAZEBEAD - S-6064 L 3/16' • • ••• • ••• • • • • • •• • • • • • • •• • • • ••• . • • • . • • • • • • • ••• • ••• • •• • • • • • •• ••• •• •• • • 1/2' . • • • FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCALE 1:8 610610/// WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC PVC FRAME FIN - H -6006A 3' SCREW SUPPORT - P-3113 8300 PVC PICTURE WINDOW IMPACT 0 0 0 0 0 0 CO 0 0 0 W 0 LL 1- Y 2 Lu W 0 0 0 3 - co UPDATED PER 2014 FBC z 0 0 U U O 0 UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ DESCRIPTION 0 0 CO 0 z REVISIONS LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS & B.O.M. DRAWN BY: ADE DATE: 05/05/07 DWG B: CWS -159 REV.: D SCALE 1:1 SHEET 5 OF 8 • • ••• • • • •.. •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 14" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) SEE NOTE 2 x ----INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FLANGE) t DP+/-55PSF „ a a NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL 8E 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. • . • • . ••4" D41( • •4" MA*(TY • • • ••• • • •• •. . • • • . • 8"••• • •MAxoc. • • •(TNI)• • • •• • • • • ••• 8" •M•X. 0 C f1TYP.) • • • • S NOTE2 ANCHOR LAYOUT - (FIN) DP +/- 55 PSF INSTALLATION ANCHOR (TYP.) cU4lav(Dllli WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC r ,'r 8300 PVC PICTURE WINDOW IMPACT 7. 0 in 0 a 0 N 0 0 N 0 0 0 0 O 1- - 1-- 1- 2 2 W W 0 W 0 0 (D UPDATED PER 2014 FBC O 0 K U Q 0 UPDATED PER 2010 FBC UPDATED PER NEW FBC RED DESCRIPTION 0 0 O Z REVISIONS 4. • L 1 S ALLA 0 A CHO'S UST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) `�..��p 41DRE 4Y';. C� "`:CE"Nq� •s ' ,: No 58201 . fi: F* * _ T.9 STATE OF r � '`‘ItS��0NA�E t``' 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY. ADE DATE: 05/05/07 DWG #: CWS -159 REV. D SCALE: 1:20 SHEET 6 OF 8 • • ••• •• •• • • • •• • • • • • • •• ••• • • • •• • • . ••• • • • •. •• •• • • • •• •• • •• • . • . • • . ••• 6" MAX. (TY 6" MAX. (TYP.) 7 5/8" MAX. O.C. (TYP.) I I 1 1 1 1 1 I r SEE 7 5/8" MAX O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) DP +1- 65 PSF TE 2 • • • • • 4 • (:P.)•-•-' 4" MAX. P.) • • • 8" MAX QQ (TYP.)" • • • 7 • ••• • • •. • ts MAX. ().C. (IP .)• • • • • • S NOTE2 INSTALLATION INSTALLATION ANCHOR (TYP.) -� ANCHOR (TYP.) ANCHOR LAYOUT - (FIN) DP */- 65 PSF NOTES' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE 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. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Q WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT 1) 0 O co csiO 0 O 0.1 m 0 0 r— t- u_ F W 1- Y 0) W O 0 Q 2 - co UPDATED PER 2014 FBC UPDATED, RECERTIFICATION UPDATED PER 2010 FBC DESCRIPTION 0 U [O Q REVISIONS �O%% t4DRE41( ''' Na 58201 "r"1 +; ,k_ 1:9= STATE OF : t, zz 4/11 /2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY' ADE DATE: 05/05/07 DWG #: CWS -159 REV: D SCALE 1:20 SHEET 7 OF 8 • .•.• • • • ••• •• •• • • •• • •• •• • •• • • •• • • ••• • . • • • • • ••• • • •• • • • • • • •• •• • • ••• • • • • • ••• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT C SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 V LJE ySEALANT BEHIND - FLANGE BY INSTALLER fy PERIMETER SEALANT 1 BY INSTALLER Y INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 `r7or�o r SEALANT UNDER SCREW HEAD BY INSTALLER — 1/4" MAX. SHIM r1/4" MAX. SHIM VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 Y MIN. EMBEDMENT. SEE TABLE 1 • SHIM. • •• • Jr• • • 'a • 31— INSTALLATION 1 INSTALLATION ANCHOR SEE TABLE 1 O8 • • ••• •• • BY QTHER,{ • • S7E TABLE 1 • • • • f ••• MIN. EDGE DIST. SEE TABLE 1 SUBS'JRATE • • • MIN. EDGE DIST. • SEE TABLE 1 • •• ••• •• • • • •• • • •• • • • • • • • • • • ••• •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE7/16" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT1 KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" FLANGE7/16 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 1/4" MAX. SHIM r_ SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 U PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER COHORIZONTAL SECTION B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 8 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT o O) C, r"-.5 0 0 w 2 F w ADE 112/06/11 ADE 107/07/08 w Q 0) >- m UPDATED PER 2014 FBC UPDATED PER NEW FBC REO z 0 w Z W O 0 a 1) U 1n O o U m Q O PtiORE Wi 'i. '''N: -''P ,vP�SF•.�Ycs': No 5821 .O•• STATE F :G'_ S'ON A '��,`, X' 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG # CWS -159 REV D SCALE. 1:2 SHEET 8 OF 8