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WS-17-1159Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 358 NE 100 Street Miami Shores, FL 9 dow/Door.Repla it Status: APPROVE Expiration: 10/24/2017 Parcel Number 1132060135430 Block: Lot: Applicant BEVERLY MUZII Owner Information GREGORY MUZII Address 358 NE 100 ST MIAMI SHORES FL 33138-2421 Phone Cell Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: Type of Work: REPLACING 11 IMPACT WINDOWS AND 2 D No of Openings: 13 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $22.20 $3.45 $3.45 $7.40 $230.00 $12.00 $29.60 $308.10 Pay Date Pay Type Invoice # WS -4-17-63831 04/27/2017 Credit Card 04/27/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 258.10 $ 258.10 $ 0.00 $ 36,453.30 0 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 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. Ft{jhermore, I auth iz) he aboveenamed contractor to do the work stated. y Authorized Signaturq, Q/iner / Applicant / Contractor / Agent Building Department Copy April 27, 2017 Date April 27, 2017 1 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: J5 N /&p L5L/'Qe City: Miami Shores County: Folio/Parcel#: 1/- a206-0/3-5-430 Master Permit No. Sub Permit No. _"CCS FBC 20 Lib ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): 2ever/./..Ojurn -/ /G/Z// Phone#:30,5"-ca9 OAddress: ���NE /D� City: i2 '1 ,+'J/ O/i $ State: Ft,- Zip: 33132 Tenant/Lessee Name: Phone#: Email: h e e 3ki' Ve (o qma i/. torr/ CONTRACTOR: Company Name: /1777e3VC4'J 021c,/ 7 delYi phone#: , i�O$) $/3 'DS/ C,/ Address: /0:0/ /t/& /L1 ST S7/9Z City: ,&.1( ; Qualifier Name: .--cryav ROA' /0 e 2r Phone#: State Certification or Registration #: C G% 16 (.3 �7 l Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 to/ 4 55 • 50 Square/Linear Footage of Work: Type of Work: 0 Addition ,J1. Alteration 0 New ❑ Repair/Replace p ❑Demolition Description of Work: (Zc f4 4P (AL CA 1 J l,wl 2 oT a AK!) U() S CI-) DoovJ inn p AGE State: Zip: c3/7 Z -- Specify color of color thru tile: Submittal Fee $ 50 Permit Fee $ CCF $ CO/CC $ 0 Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ �6 • �!� gis (Revised02/24/2014) 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. Sigtu re OWNER or ENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this oZ0" day of fEIOrL,t A pj , 20 1 7 , by o20'`i day of `6-L!'C.1 fief , 20 / 7 - , by $EVEN y cU R. NE y numb() is personally known to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MiCNJA�� fieb-re:Tro va"' ,"4, MICHAEL MARRERO Commission # GG 58754 My Commission Expires ?' „o December 28. 2020 APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: - Print: Seal: /iierazE,e.0 *********** Plans Examiner Zoning Structural Review Clerk ;.•,►.. MICHAEL MARRERO .011h: Commission # GG 58774 . ;r, . . My Commission Expires 1. December 28 2020 � ** . _._______ _ *********** Plans Examiner Zoning Structural Review Clerk APP 2 7 ZU1l CWS 8400 Series Casement Hinge Left FL6890.1 35-1/2 x 49-3/8 CWS 8150 Series Picture Window FL13010.1 63 x 51-3/4 w/mull1x4 FL9250.1 Total: 133-5/8 x 51-3/4 Beverly Muzii 358 NE 100 Street Miami Shores, FL 33138 10 " ,016-- Pf.y& 3 EO cibeeD 0 Egress 4, -)11;-7/7- mss CWS 8400 Series Casement Hinge Left FL6890.1 35-1/2 x 49-3/8 Bedroom I' "I Egress 12 Bedroom (2) CWS 8400 Series Casement Hinge Left & Right FL6890.1 34 x 51-3/4 CWS 8400 Series Casement Hinge Left FL6890.1 35-5/8 x 37-7/8 Bath (2) CWS 8400 Series Casement Hinge Left & Right FL6890.1 28 x 51-3/4 CWS 8400 Series Double Casement FL6890.1 w/mull: 1x3 FL9520.1 52-3/4 x 49-3/8 CWS 8400 Series Casement Hinge Left FL6890.1 25-1/4 x 24-3/4 Bath Bedroom Florida iron Door Hinge Left FL18588.6 40 x 81-1/4 •6,•i i• • • • • CWS 8150 Stories • Picture Wirsdow• • • FL13010.1 51-5/8 x 51-3/4 w/mull 1.x Z • • FL9250.1 Total: 110;W8 x 5? -1/40 ••• • • • • •• • • •• • • • •• • ••• •• • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • ••• • • • • • • a • • • •• t• • ••• • (2) CWS 8400 Series Casement Hinge Left FL6890.1 28x61-3/4 4 CWS 8700 Series Left Active FL14850.1 69-1/4 x 78-1/2 Windows and .00rs I„a., craw CWS 8150 Series Picture Window FL13010.1 51-5/8 x 61-3/4 w/mull 1 x 3 FL9250.1 Total: 110-1/8 x 61-3/4 (2) CWS 8400 Series Double Casement FL6890.1 W/mull: 1x3 FL9520.1 53 x 50-3/8 EXISTWG GARAGE- - CWS 8400 Series Double Casement FL6890.1 w/mull:2x4 FL9520.1 72-3/8 x 49 fnr� n i;it,il;T':(li;l'.li','AfICEVNITHALL FLDFHAL " FS AND HF(', IIATICINS WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: AnueriCAn dorm pro 1Dn ADDRESS. 3S6 Nt lbo Shin PROJECT: Lh dtV J V`uLii kitlyZargi Shore( 33131P EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 100 0 vs Roof Ele (ft) 15 v. 10 17 + 40.1 43.5 41.0 20 44.5 42.5 22 25 28 30 35 40 45 50 46.1 43.4 47.1 44.8 48.6 45.8 49.6 46.2 50.2 47.7 51.7 49.1 53.2 50.5 54.8 51.4 15 39 42.4 40.0 43.4 41.3 44.9 42.3 45.9 Tributary 20 25 38.3 41.7 39.2 37.7 41.1 38.6 42.7 42.1 40.6 43.6 44.2 41.5 45.1 42.8 39.9 43.5 Area 30 37.2 40.6 38.1 41.6 39.4 (Sq. Ft) 35 40 36.8 40.2 37.7 40.8 44.5 42.2 47.4 44.6 48.4 45.0 48.9- 46.4 504 55 55.8 52.8 60 57.3 53.8 58.3 47.8 51.9 49.2 53.4 50.1 54.4 51.5 55.9 52.4 56.9 46.6 43.7 47.6 44.2 48.1 45.5 49.5 46.9 51.0 48.2 52.5 49.1 53.5 50.5 46.0 43.0 43.0 40.3 44.0 41.6 45.4 42.5 46,9 46.4 433. 42.9 47.4 44.8 46.9 44.3 48.9 48.3 46.1, 50.3- 47.5 45.6 51.8' 48.4 52,7 49.7 49.7 46.9 51.2 47.8 52.1 49.1 54.9 51.4 55.9 54.2 506 55.1 53.6 49.9 54.5 41.2` 39.0 42.6 39.9 43.6 41.2 45.0 42.0 45.9 42.5 46.4 43.8 47,8 45.1 49.2 46.4 50.6 47.2 51.6 48.5 53.0 49.4 54.0 36.5 39.9 37.4 40.8 38.6 422 39.5 43.2 40.8 44.6 41.6 45.5 42.1 46.0 43.4 47.4 44.7 48.8 45.9 45 36.2 39.6 50 35.9 5 38.3 41.9 39.2 42.8 40.4 44.2 39.3 36.8 40.2 38.0 41.3 45.2 41.7 45.6 43.0 47.0 44.3 48.4 45.5 50.2 46.8 51.2 48.1 49.8 46.4 550:8 52.6 48.9 53.5 47.7 52.2 48.5 53.1 41.6 38.9 425 40.1 43.9 41.0 44.9 41.4 45.3 42.7 46.7 43.9 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 0 '4 A Roof Elev. (ft) TributarArea (Sq. Ft) 10 15 20 30 40 50 15 40.1 53.7 39 51.6 38.3 37.7; 37.2 50.1 48.9'. 48.0 36.8: 47.2 365 36.2 46.5 45:9 35.9 45.3 17 41.0 40.0 39.2 38.6 55.0 52.8 51.3 50.1 38.1 49.1 37.7 37.4 37,0 47.6 46.9 36.8 46.4 20 42.5 41.3 56.9 54.6 `. 40.6 39,9: 53.0 51.8 39.4 0 50.8 49 38.6 383' 49.2 48.6 38.0 48.0 22 43.4 58.1 42.3 55.8 413 40.8 54.2 53.0 40.3 51.9 39.9 51.1 39.5 39.2 50.3 49.6 3119 49.0 25 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 60.0 56.0 54.7 53.6 52.7 51.9 51.3 50.6 28 45.8 44.6 43.7 43.0 423 42.0 41.6 41.3 41.0 61.3 .9} 57.2 55.8 54.7 53.8 43.0 52.3 51.7 30 35 40 45 46.2 45.0 44.2 43.5 42.9 423. 42.1 41.7 41.4 61.9 47.7 59.5 46.4 57.7 56.4 55.3 54.4 43.6 455 44.8 44.3 52.9 52.2 43.8 43.4 43.0 42.7 63.8 49.1 613 47.8 59.5 58.1 46.9 46.1 57.0 56.1 55.2 54.5 45.6 45.1 44.7 44,3 53.8 43.9 + 65.7 50.5 67.6 63.1 49.2', 64.9 51.3 59.9 482 47.9 63.0 61.6. 58.7 57.7 56.9 56.1 46.9 46.4 60.4 59,4 45.9 45.5 58.5 57.7 55.4 45.2 47.0 50 51.4 50.1 68.9 66.2 5S 52.8 51.5 70.8 68.0 60 + 53.8 72.0 52.4 69.2 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 47 Wa .46.4 46.0 60.5. 6r9A 8' 58,1, 50.5 4 7.j__94i,41155, 66.0 6D ,I13.7. 62.2 5 60.4 49.1 48.4', 47.8 64.2 67.7. 61.5 47.3 591.7• 51.4 546. 351,21„, 49.4 48.9. 48.5 48 67.2 654;.4_3 633 ,.2.3 _61.5 60914, FIGURE .P • • • • • • • •• D=10% OF LEAST HORIZONTAL DIMEIQSI014 ELEVATION "H" FOR SLOPED ROOFS* 49 THE MEAN ROOF HEIGHT. : • : H u u D D • • ZONE 5 ••• • • , • • •• ••• • • • •• • •• •4 •4 :.?2IZFi 4oj14 i� 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS datc 10-02-13 drawn by: M.F. REVISIONS: olrobd by: HAI no. date by description DWO NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL (305) 264-8100 220 Miami, FL 33173 FAX. (305) 262-6978 SEAL RA P AD AHMAD 7069?: E8 CAN. 3838 •••• •• • •••• • •••• • •• • • • ••• •••• • •• •••• • • ••• • 5/23/2016 Florida Deparimer0 Busines Profess' Regulation ation. 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 Florida Iron Doors LTD Address/Phone/Email 1518 S W 13th Ct Pompano Beach, FL 33069 (888) 482-6444 sales@floridairondoors.com Authorized Signature Vivian Wright rickw@rwbIdgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory • • • • • •• • Exterior Doors Swinging Exterior Door Assemblies • • • •• • • •••• • •••• • • • •••• • • • Compliance Method Evaluation Report from a Florida Registere�d�Architectlh Lrcgnsed Frorida Professional Engineer "" ' Evaluation Report - Hardcopy RecLiincr • •• •• ••• • • • •• • • • • Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. • • • • Evaluation Report ' ' ' ' Florida License PE -43409 ''• ' ' ' • • • Quality Assurance Entity National Accreditation and Management Tnstifute"' • • • • Quality Assurance Contract Expiration Date 12/31/2016 •• Validated By Ryan J. King, P.E. rValidation Checklist - Hardcopy Received Certificate of Independence FL18588 RO COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201, 202, 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%a211COhpJQmRE9ouCuatmAeWbNMVcTSg8TL6KbQJzCA%3d%3d 1/3 5/23/2016 Florida Building Code Online hnps://www.floridabuild Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/14/2015 10/15/2015 10/18/2015 12/15/2015 FL # Model, Number or Name Description 18588.1 a. Iron Door Up to a 3'0 x 10'0 "Non -Impact" Glazed Iron Door with Radius Top (Outswing/Inswing, X Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions FL18588 RO II INST 18588.1.pdf Approved for use outside Impact Resistant: No Design Pressure: N/A Other: See INST 18588.1 HVHZ: Yes for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.1.pdf additional use limitations, particulars. installation instructions and product Created by Independent Third Party: Yes 18588.2 b. Iron Door Up to a 3'0 x 10'0 "Non -Impact" Glazed Iron Door with or without Transom (Outswing/Inswing, X, O/X Configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions FL18588 RO 11 INST 18588.2.pdf Approved for use outside Impact Resistant: No Design Pressure: N/A Other: See INST 18588.2 HVHZ: Yes for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.2.pdf additional use limitations, particulars. installation instructions and product Created by Independent Third Party: Yes 18588.3 c. Iron Door Up to a 6'0 x 10'0 "Non -Impact" Glazed Iron Door with Radius Top (Outswing/Inswing, XX Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions FL18588 RO II INST 18588.3.pdf • •••• • Approved for use outside Impact Resistant: No pa Design Pressure: N/A Other: See INST 18588 HVHZ: Yes 3 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt P.E. 43409• • • • Created byIndependent TRisd Pa Yes ' p Party: •••• • Evaluation Reports • s FL18588 RO AE Eval 185,1§Md! •••• additional use limitations, particulars. installation instructions and product Created by Independent lhhRQ tarty: Yes • • •••• • • • • •.••.• • •• •••s• 18588.4 d. Iron Door Up to a 6'0 x 10'0 "Non-Irrlpi prized Irgri Qoor with or, •:• , without Transom (Outswins/�Iissw iirtg, XX, O/XX•Caifiguration s) Limits of Use Approved for use in HVHZ: No Installation Instructions • •' FL18588 RO II INST 18558.4!od= r Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 18588.4 for Design Pressure Ratings, any •••• Verified By: Lyndon F. Schmidt, P.E. 43419...41 • • Created by Independent l=lird 134y: Yes • • Evaluation Reports • • • • • • • • FL18588 RO AE Eval 18588.4.pdf •• • additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 18588.5 e. Iron Door Up to a 3'0 x 10'0 "Impact" Glazed Iron Door with Radius Top (Outswing/Inswing, X Configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions F1,18588 RO II INST 18588.5.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 18588.5 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.5.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 18588.6 1 f. Iron Door 1 Up to a 3'0 x 10'0 "Impact" Glazed Iron Door with or without Transom (Outswing/Inswing, X, O/X Configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL18588 RO II INST 18588.6.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 18588.6 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.6.pdf 5/23/2016 Florida Building Code Online additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 18588.7 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 18588 7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Up to a 6'0 x 10'0 "Impact" Glazed Iron Door with Radius Top (Outswing/Inswing, XX Configuration) Installation Instructions FL18588 RO II INST 18588.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.7.odf Created by Independent Third Party: Yes 18588.8 h. Iron Door Up to a 6'0 x 10'0 "Impact" Glazed Iron Door with or without Transom (Outswing/Inswing, XX, O/XX 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 18588.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL18588 RO II INST 18588.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL18588 RO AE Eval 18588.8.odf Created by Independent Third Party: Yes Next 1 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO 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 offldal 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 Lem. Product Approval Accepts: ur! di freck rri • • •• • • • • •••• • • • •• • •••• • • ••• • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • ••• • • • •• •• • • • • • • • • •• • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQmRE9ouCuatmAeWbNMVcT5g8TL6KbQJzCA%3d%3d 3/3 R W B c R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 r odltict Evala/t/tio,i Report Report No.: ;Date: FL -18588.6 October 5. 2015 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Iron Doors Unlimited 5000 Kimberly Way Loudon, TN 37774 (865) 392-4679 Glazed Iron Single Door w/ & wI out Transom Inswing 1 Outswing "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Iron Doors Unlimited, based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Dept of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 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 spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the 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 1809.1.2 of the FBC and does not require and impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 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'rg. s▪ bnjy constru op,• • 6. Site conditions that deviate from the details of drawing FL -18588.6 require further engineering analysis by a lictuis'ed engineerigr.:. registered architect ' • • • 7. Outswing configurations utilizing item #39 meet water infiltration requirerments for "HVHZ".• • • • • • • • • • 8. Inswing configurations do not meet water infiltration requirements for the "HVHZ". Inswing units shall belitstitlled only'in nbtl-habitable; • •. areas or at habitable locations protected by an overhang or canopy such that the angle between the edggdf lisnopy eektverlang toistii• • • is less than 45 degrees. • • • • • • 9. All steel shall be protected as specified in Section 2229.6 of the FBC. 10 See drawing FL -18588.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 04801425 TEL 04801426 2. Miami Dade NOA 14-0916.11 14.0423.16 3. Drawing No. No. FL -18588.6 4. Calculations Anchoring ASTM E1300 Glass Load Test Standard TAS 201, 202, 203-94 ASTM E 330-02 / E 330-00 ASTM E 1886-05 / E 1996-09 Materials Testing SentryGlas Interlayer Safiet PVB Interlayer Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. 5. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Iron Doors Unlimited is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 • , • • • • • • • • • • • • • • •••• Signed by • • William B. Shelton P.E. V.K. Wright o8tti110DElo op Signed & Sealed by Qom©• �e��O iijS ����4%, Signed & Sealed by 4, Lyndon F. Schmidt, E �� ..°. F ° %.yndon F. Schmidt, P.E. m No 43409 a om a iro a O V V • � Y° t .!� ° X13 to STATE OF Lyndon F. Schmidt, P.E. FL PE No. 43409 10/6/2015 • •• • • GLAZED IRON SINGLE DOOR w/ & w/out TRANSOM INSWING/OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in comp1ance with the 51h Edition (2014) Florida Buddirng Code (FRC) structural requirements including the 1tigh Velocity Hurricane Zane° (HVFR). 2 Product anchors stall be as listed and spaced as shown on details. Anchor embedment to base material shad be beyond wall dressing or stucco. 3. When used N the "HVHT this product complies with Sedan 1626 of the Florida Budding Code and does not require an Impact resistant covering. 4. When used in (seas outside of the "HVHT requiring wkid borne debris protection flits product complies with Section 1609.1.2 of the FBC and does not require an impact resistant coveting. This product meets missile level "D" and includes Wind Zona 4 as defined in ASTM 81996 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 23 buck masonry construction. 6. Site condition that deviate from the details of thb drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outsving configurations ul king item 839 meet water infiltration requirements for"HVHT. 8. kmairg configuration do not meet the water inmtroFbn requirements for the lMtZ". Inswing units shall be installed only in son habiabie areas or at hablable locations protected by an overhang or canopy such that the angle between the edge of canopy oroverhang to s'A is less than 45 degrees. 4. Al steel shall be protected as seecBled hi Section 2222.6 of the FRC. •• TABLE OF CONTENTS • • SHEETS OESCRtPBON • 1 Typical elevations. design pressures, & general no"-------- os2 2 Door panel detaris & gtadng details • • 3 Elevations 4 Horizontal &verficaicross sections 5 Vertical cress sections 6 Buck & forme anchoring (X) • 7 Buck & frame anchoring (0/X) i- • _ 8 NB of materials & components • ••• ••• • • • • • •• • • • • • ••• •• • • •• • ••• • • • • • • • • • • • •• • • • • ••• • 38" MAX. FRAME WIDTH 32" MAX. D.LO. WIDTH T1 TR rn E E 6 b E E 0 X 3 3 3 3 3 3 3 3 17.95" MAX. D.LO. WIDTH 1 g m ce S9 E E 38" MAX. FRAME WIDTH 4 1 X 3 3 3 3 3 ,```��tttt�t nu, �' Qr •trp/�FJGURATiON •.w • •- • • X • • • - . • X OVERALL FRAME DIMENSIQN . 7ESLGN. PRESSURE (PSFJ )IN$K IL iuE ING N[EG 38.0" x 120.0" G1 +70.0 -70.0 +70.0 -70.0 38.0" x 158.0" G1 +70.0 -70.0 +70.0 -70.0 • •X • • • 38.0" x 120.0" G2 +50.0 -50.0 +50.0 -55.0 lift • • • • • • 38.0" x 156.0" G2 +50.0 -50.0 +50.0 -55.0 5- 0 a FLORIDA IRON DOORS co 14 a O vig 06 0 z DATE: 9/24/15 s.`Sw F' N.T.S. DWG. SY: JK COX. er: LFS DRAWING HD.: FL -18588.6 SHEET 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •lift • • • ••• • 0 18588\C • Drawings\Current\FL-18588.5-8.dwg, 22 33.75' PANEL WIDTH #8 X 1-1/T PFH SMS (6" FROM EACH END THEN 10" 0.C.) SASH HINGE 117.375 PANEL HEIGHT Tn COO 1 4 1 4 fq x ODOOR PANEL C)HORIZONTAL CROSS SECION 35' GLASS BITE --1"THICK GLASS 1/8" TEMPERED AIR SPACE 1/8" ANNEALED _0.090 SenfryGlas INTERLAYER DOW 995 1/8' ANNEALED SILICONE ALUM SPACER Gl GLAZING DETAIL SEE HARDWARE CHART -; HARDIYARETAffi6 MANUFACIUR - MODEL -: WESLOCK ENTRY HANDLE w/ DEADBOLT (WILTSHIRE) DOOR LOCK STUD � C�DK BR34 1 • • • • •• LOGKrs1 • • .75" GLASS BITE 1" THICK GLASS CAM LOCK 1/8" TEMPERED AIR SPACE VT ANNEALED 0.090' SAFLEX PVB INTERLAYER DOW 995 1/8" ANNEALED SILICONE ALUM SPACER G2 GLAZING DETAIL • ••• • • SASH • • • • • • • • •• • • • • • • ••• • ••• SAO LOCK DETAR • 1.12" —�-- i 0.08" () c)GLAZING READ 0.12" ci 0.08" t< 2.04" 2.56" 2B SASH DETAILS INTERIOR EXTERIOR #8 X 1-1/7 PFH SMS (4" FROM EACH END.) CAM LOCK WELD 0.125" BOTTOM RAIL -- OCVERTIAL CROSS SECTION 0 4 0 rc 00 wcya Kv m U) 2 0 cN 0 z DATE: 9/24/15 SCALP M.T.S. owc. Br: JK CHK Sr: LFS DRAW NG NO.: FL SHEET 2 DF 8 ••• • • • • • • • • • • • • • •• •• ••• • • to • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • Y• •• • • • • • • •• 'te • • • MP •• ••• •• • • • ••• • ••• • • •• • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • ••• • • • FLORIDA IRON DOORS 0 a PART OR ASSEMBLY: ELEVATIONS m ti O z DATE: 9/24/15 SCALE: N.T.S. DWG. AY: JK CAX. err; LFS DRAWING NO.: FL -98588.6 SHUT 3 OF 8 • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •••• • • ••• • • •• •• 1Cfients\Florida Iron Doors PE (DHORrIONTAL CROSS SECTION Dirrect toosoonry Anchoring Similar) °HORIZONTAL CROSS SECTION Outswing Shown (Irmvirtg Similar) CDVERMALCROSSSECTION Outswing •• ••• • • • • • •• • • • • • •• ••• •• • • • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • • ••• • • • • 0 • • 0 0 INTERIOR LI/W1111111. Waft ri,.. 0 0 0 EXTERIOR ()VERTICAL CROSS SEC ION Inswing O a 6 0 a PART OR ASSEMBLY: >- m z 0 cc O z DATE 9/24/15 rra� F N. T.S. oWG. sr. JK c. LFS DRANINC ND.: FL -185886 %Ira 4 or 8 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • •• t • • • • • • • • •• •• 000 • • •• 00 0 0 o 4P�' 0 INTERIOR 0 SEE NOTE 1 o 0 I1 0 0 11 VERTICAL CROSS SECTION 5 Outswing Za 0 EXTERIOR 0 VERTICAL CROSS SECTION Outswing c 0 INTERIOR 0 0 0 MI 1111 El 1110W1 II 11.1.II ffil r...'Lsl:MIIIIIIIIII 0 EXTERIOR 111 CD 0 INTERIOREI i 0 k(asorr- il 0 0 O5 VERTICAL CROSS SECTION Inswing INTERIOR •• • • • • •• • EXTERIOR SEE NOTE 1 EXTERIOR • •• • • • • • • • • • •• • -1•.. •. • •- . r , • • • NOTE: • • •• ;••• • ••. Ts 1. Item #35 location:4” from each and • • •• Y • ' ' • • •' • • (2) more equally spaced (4 total). 4fHtwc21 ROSS SEGITICIN • Inswing U a FLORIDA IRON DOORS PART OR ASSEMBLY: m U) 0 0 O 9/24/15 sum N.T.S. ows. er: JK CHK. se: LFS DRAWING NG.: FL -18588.6 SHEET 5 OF 8 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • •• • ••• • 0 0 9 BUCK TO MASONRY QYP.) BUCK ANCHORING FRAME ANCHORING Stud Construction .. •.• • . • • • •• • • • • • ••• • • • • • •i •• • i S F ANCNORING • • • • • idireGftt malbDry •• ••• •• • • • •• • ••• •• • • ••• • • • •• • • • •• • • • ••• • •• ••• • ••• • • • • • • ••• • • • • • • • STRIKE DETAILS FLORIDA IRON DOORS ui 0 0 45 0 rb 0 GATE: 9/24/15 crmF• N.T.S. GWG. er: JK cHK. er: LFS DRAWING N4.: FL -18588.6 SHEET 6 of 8 z 0 Lei ••• • • • • ••• • • • • • • • • • • • •• 00 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •. v 3 4 5 0 V TRANSOM kr E 1 MUWON BUCK ANCHORING FRAME ANCHORING Stud ConsucHon •• ••• • • • • • •• • • • • Direst to masonry •• ••• •• • • • •• • • • PIrAp4EANCHORING • ••• 1 ••• • • • • • • e • • • • • • ••• • e • • • • • • •• • • • • • • ••• • ••• • 0 • STRIKE DETAILS FLORIDA IRON DOORS PART OR ASSEMBLY: .13 an an ro z 0 cece W Q o z DATE: 9/24/15 SCAB: N.T.S. MB. BY: JK cwc. sr: LFS DRAWING 0D.: FL -18588.6 sHEET 7 of 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 6 • •• •• ••• • • • ••• • • lorida Iron Doors PERMANENT \A - Fbdda Product Approvals \FL -18588\C - Drawings \ Current tVL 185885-8 BILL OF MATERIALS REM if DESCRIPTION MATERIAL B 2X BUCKSG>=0.55 WOOD C 3/8' MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR OW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10X3" PFH WOOD SCREW STEEL G 1/4" X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/8" X 3" HWH LAG SCREW (2-112" MIN. EMBEDMENT) STEEL 1 1/4" X 2-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 2 TRANSOM SILL STEEL 3 FRAME STEEL 4 GLAZING BEAD STEEL 5 #8 X 1-1/4" PFH SELF-DRIWNG SMS STEEL 7 WEATHERSTRIP GASKET (.51 FOAM 8 WEATHERSTRIP GASKET (.67") FOAM 9 DOOR HINGE STEEL 12 #8 X 3/4" PFH SELF-DRIWNG SMS STEEL 15 ANCHORING BRACKET STEEL 25 #10X1-1/2'HWH SELF-DRIWNG SMS STEEL 31 LATCH STRIKE PLATE STEEL 32 DEADBOLT STRIKE PLATE STEEL 35 ASTRAGAL STEEL 36 THRESHOLD STEEL 37 DOOR SWEEP PVC 39 THRESHOLD STEEL 40 DOOR PANEL STEEL All Door Component Steel: ASTM A36 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortarlo nls. 2 Canasta anchortocatbns noted as `MAX. ON CENTER.' must be adjusted to maintain the min. edge dufar ce to mortarlotnts, add2lonat concrete anchors maybe required to ensue fne MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table 7. ANCHOR TYPE ...:,._..... ..... ANCHOR `SIZE .. S MIN; EMBEDMENT_ MIN. CLEARANCE TO MASONRY 'EDGE. MIN. CLEARANCE TO ADJACENT ANCHOR ITW TAPcaNe 1 i4" 1-1/4" 2-112" 4" ELCO ULTRACON a 1/4" 1-114" 2.1/2" 4" WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance. "end distance, & 1"o.c. spacing of wood screws to prevent the $p9lfing of wood. 4-c;\THRESHOLD Ouhwing f -I a 09/16' -� 1.25" 2.5" ........... , 15 ANCHORING BRACKET 2' 0.5' --- 0.125'--+- OTHRESHOLD Inswing --- 0.09" no 0.125" ••• • • • • • • • •• • • ••• • In ••• •• ASTRAGAL • •.• . ••• • • • • •. • • • • • • • •ore • . • •• •• • • • . • ••• • •••• •• • • 1 FRAME 6" HINGE 0.125' — ® TRANSOM SRd 15 FLORIDA IRON ODORS PART OR ASSEMBLY: kI m Lu a z DATE 9/24/15 -" "' N.T.S. Dwc. Er: JK CHK. BY: LFS DRAWING NO.: FL -18588.6 SHEET 8 or 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • t • •• •• 00• • • • ••• • • ri 3 ts KI 10/9/2015 pirdrer Busines Pr©fessiorta S: L.£u'atiotn BCIS Home Log In User Registration Hot Topics Ucere egt Hte fairly. Product Approval USER: Public User Florida Building Code Online Submit Surcharge = Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Aporicatlon Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9520-R5 Revision 2014 Approved Product Manufacturer Custom Window Systems Inc. Address/Phone/Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc • • •• • • • • •••• • • • • •• • •••• • • • •••• • • • • •••• •• • • • •• • •• ••••• • Technical Representative 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 the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R5 COI EvalRea CWS -836A (3 in Mull. IMPl.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By haps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvalvmuJRWcZ12gTuypublNNDyV0m%2f15Ks%p3d 1/2 10/9/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/28/2015 04/29/2015 05/06/2015 06/23/2015 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) 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 Instructions and Evaluation Report for complete list of Umitations and Conditions of Use. Installation Instructions FL9520 R5 II CWS -836A (3 in Mull. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R5 AE EvalRep CWS -836A (3 in ViIt'IRIg).odf Created by Independent Third Party: Yes •••• •••• ' ' ' 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fir; & Flange • applications. (IMPACT) •••• ——•-•--•— Limits of Use Limits 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 Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • • •-• .- s ' ' • • Installation Instruction•••• •••• FL9520 R5 II CWS -837A (_4 in Mull, IMP).pdf• •. • Verified By: Lucas A. Turngilfhtl: "'' "" Created by Independent Tiniwd Party: Yes • • • •••• Evaluation Reports.• FL9520 R5 AE EvalRep OWS-8370% (4 in Mull,IMP).odf Created by Independent Third Partyy: Yes' ' "" ' ' • • • • 9520.3 5 1/2" Alum. Tube Mullion • 5 1/2" Alum. Tube Mullion, Horizontal & Verticai,•Fen & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 1 Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R5 II CWS -838A (5.5 in Mull, IMP),pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R5 AE EvalRep CWS -838A (5.5 in Mull. IMP).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. Copvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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: fas security M Frrztt 9' C ed it .�a r .. A . E. • • • • • • • • Imps://www.floridabuilding.org/pr/pr app_da1.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypubiNNDyV0m%2f15Ks%3d 2/2 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 4" Mullion H-1759 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 837A April 27, 2015 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 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, F1... • 2) Approval drawing CWS -837A, signed and sealed by Lucas A. Turner; At. :••• 3) Test Reports NCTL-210-3833-1B, -1C, -4, -4A, -5, -5A, -6, and -6A, ffNatioBal•• Certified Testing Laboratories, Orlando, FL signed and sealed by Gera.icD: Ierra..aa 1'.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/®g4WASTM.. • 1996-04/06/09, and AAMA 450-06 ... 4) Supplemental Calcs. to support CWS -837A, signed and sealed by Lucas At Turner, P• • • Installation: Units must be installed according to approval document CWS;8374k. • . . .. • Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -837A, using clips as shown in CWS -837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. • ... • •. 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. 1e{ei1111,,, AOREW fi No 582471 CCE STATE OF .# j•( . 0 R 4 P�;; ,,+. 4/27/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04.21 21:01-04:00 4" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS ANCHOR CLIP 01/00/70„,,,,,_00,00....7 , --••11L___. ,,,, �': II II c 1� II III, 4 1': Q IIIIX II X II .w y I G`•'FE"D` ( 10,� 10 \ -9 5, 9, ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY ANCHOR CLIP TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 ANCHOR CLIP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN I5 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. 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. • •• • ••• ANCHOR C=IP • • • • • • EXAMILE VERiIBAL M1Y_LION:ORI PVC WINDb?vS FOR SECTIOI'?VUEW/ONLY • • • • • ••• • • • • • • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 4" PVC MULL BAR IMPACT ID N 0 1- Y w w m LLCCO a 0 >- DESCRIPTION REVISIONS 0.: Z tt1lHtUisll • eS v Na 58201 �'.�7 *: * R*f =of • 7. :9,;. q� ' STATE OF . Uy �o�,ss�4 0 R 413yltt` ..SPJ�t .�ttt z� 4/27/2015 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: 09/27/012 DWG M: CWS -837 REV.: A SCALE: 1:25 SHEET 1 OF 10 ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• •• • Design Pressure (hart, PSF, for t'bn-htersected pact PJC 4' Nu0ion 9-1759, with 1522 ceps u ing four (4) 910 screws or rresonry anchors per each end of nu0on. See note below chart for further anchorage inlornetion. OPENING SIZE (In.) 39 45 51 57 63 69 75 3!8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 118.6 115.1 112.3 110.3 109.1 108.6 108.6 108.6 108.6 108.6 108.6 108.6 57 120.0 120.0 120.0 120.0 117.9 111.7 106.5 102.9 99.9 97.6 96.0 94.6 94.3 94.3 94.3 94.3 94.3 70.0 63 120.0 120.0 119.6 110.3 102.9 97.1 92.1 88.5 85.4 82.9 80.9 78.9 77.9 77.4 77.2 70.0 70.0 70.0 68 120.0 120.0 108.8 100.0 93.1 87.5 82.7 79.2 76.2 73.6 71.6 69.3 68.1 67.2 68.6 86.3 66.3 66.3 72 120.0 112.1 101.4 93.1 86.5 81.1 78.5 73.1 70.1 67.6 65.5 63.2 61.8 60.8 60.0 59.5 59.2 m, 76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 60.4 58.1 56.6 55.5 54.7 54.0 80 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 58.1 56.0 53.7 52.2 51.1 50.1 84 70.0 70.0 70.0 70.0 70.0 66.5 62.4 59.3 56.6 54.2 52.2 49.9 48.4 47.3 88 70.0 70.0 70.0 70.0 67.3 62.8 58.8 55.8 53.2 50.9 48.9 46.7 45.2 92 96 70.0 70.0 70.0 70.0 70.0 70.0 69.1 65.8 63.8 60.6 59.4 56.4 55.6 52.7 52.7 49.9 50.1 47.4 47.9 45.3 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END) 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 46.0 43.4 43.8 41.3 Design Pressure Chart. PSP. for Pbn-htersected Irpact PJC 4' Milton 9.1759, w lth 1767 clips using six (6) 910 screws or masonry anchors per each end of nu0on. See note below chart for f ur9rer anchorage information OPENING SIZE (In.) 39 45 51 57 63 69 75 18 81 87 93 99 107 3/8 114 120 126 132 138 14535 MULL LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 114.9 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 112.5 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.5 67.3 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END) 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Chart, PSF, for Non-htersected Impact P/C 4' MulGen 1-1.1759, w/1767 ceps using six (6) 612 screws or 1/4' Eco l.8racons per each end of ni66n. See note below chart for further anchorage information. OPENING SIZE (In.) 45 51 57 63 69 75 38 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL. LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1210. 120.0 120.0 70.0 70.0 70.0 113.0 72 76 80 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 120.0 70.0 120.0 115.7 70.0 120.0 111.3 70.0 116.7 107.6 70.0 112.6 103.5 70.0 7040 84 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 770 490.08 *7046 • 7010 92 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 70.0 65.3 70.0 62.2 67.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END) 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD TWIN VERTICAL MULLION I-- OPENING SIZE .1 TRIPLE VERTICAL MULLION -.1 OPENING SIZFL TRANSOM OVER TWIN VERTICAL MuLLION 111 OPENING SIZE TRANSOM OVER TRIPLE VERTICAL MULLION co Lu 0 rt.- MULL LENGTH TWIN HORIZONTAL MULLION TRIPLE HORLZONTAL MULLION MULL LENGTH •-; TWINTIRIPLE OPENING SIZE NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4" PVC MULL BAR IMPACT LIJ cm co CC 0 o 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 0 ct SHEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS DRAWN BY: ADE DATE 09/27/012 CWS -837 REV.: A SCALE: 1:1 SHEET 2 OF 10 • • • • Design Pressure Chari, FSF, for Intersected Impact P404' NM Ion H 1759, w/1522 caps usin four (4) #10 screws or masonry anchors per each end of nylon. See note below chart for lurther anchorage information. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 318 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.3 106.6 103.4 98.5 94.0 89.9 86.2 82.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 107.4 101.3 91.6 88.9 84.6 80.8 77.3 74.1 70.5 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 112.9 105.8 99.1 93.3 88.0 79.6 77.2 73.6 70.4 67.4 64.6 61.4 53 1/8 120.0 120.0 120.0 120.0 120.0 111.1 102.7 96.3 90.3 85.0 80.3 72.6 70.4 67.1 64.2 61.5 59.0 56.2 67 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 83.6 78.7 74.3 67.3 65.3 62.3 59.5 57.0 54.7 52.1 63 120.0 120.0 118.6 108.1 99.3 91.8 85.0 79.7 74.8 70.5 66.6 60.4 58.6 56.0 53.5 51.2 68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 72 120.0 112.1 101.4 92.5 85.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 75 3/8 119.7 106.2 95.9 87.7 80.7 74.8 69.4 65.2 61.3 57.8 54.7 49.6 DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Chart, FSF, for Intersected Impact PVC 4' M.4 n H-1759, w eh 1767 caps using sir (6) #10 screws or masonry anchors per each end of =lion. See note below chart for further anchorage information. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 IMULL LENGTH (In.) 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 102.3 96.5 91.2 82.7 80.3 76.6 72 120.0 120.0 120.0 120.0 120.0 117.3 108.8 102.2 96.0 90.5 85.6 77.7 75.4 ' -�, 75 3/8 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 '?�" _ _ ; DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Dealt Pressure Chart, PBF, to Intersected Impact PVC4' l r5 n H-1759, wah 1767 caps using six (6) #12 screws or 1/4' Boo U0racons per each end of nuPnn. See note below chart for furthe anchorage infornatbn. OPENING SIZE (In.) 39 45 51 57 83 69 75 3/8 81 87 93 99 110 318 114 120 126 132 138 145 3/8 MULL LENGTH (in. 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 100.1 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 68 72 75 3/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 120.0 115.0 109.2 115.5 108.3 103.0 DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 109.2 102.5 97.4 99.0 93.0 88.4 96.1 90.3 • 91.7 • • • •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • ••• • • • • • • • TW IN,TRIPLE VERTICAL MULLION OPENING SIZE -1 HORIZONTAL MULLION SINGLE TWIN OR TRIPLE UNITS BELOW Imo- MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 6) v ui 0 UPDATED PER 2014 FBC EMK r m DESCRIPTION REVISIONS l _ a(7. ototosiouf v No 58201 v'�?�r•. *: •* s*. .z.:::::;\STATE OF Ail •4404''+ . 4 p. R 4 O P ",$*`� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/012 DWG #: CWS -837 REV.: A SCALE: 1:1 SHEET 3 OF 10 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ITEM PART # DESCRIPTION 1 H-1759 MULL, 1 3/8" x 4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 S-6018 MULL COVER 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP 6 F-1522-027 RETRO FIT MULL ANCHOR CLIP 7 F-1767-002 L -ANGLE 4" MULL CUP, STANDARD 8 F -1767-005L L -ANGLE 4" MULL CLIP, FIN, LEFT 9 F -1767-005R L -ANGLE 4" MULL CLIP, FIN, RIGHT 10 F -1767-007L L -ANGLE 4" MULL CLIP, RETRO FLANGE, LEFT 11 F -1767-007R L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT 12 #10 x 1 1/2", PANHEAD PHIUPS ZINC 13 #10 FLAT WASHER 14 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW "(see note below) 16 S-1898 4" HOW. MULUON CLIP, PVC 17 P-5132 MULLBAR CAP 18 #10 HEX WASHER HEAD TEK SCREW 19 #10 FH TEK SCREW " USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11/16"-t- -- 1/2" } 2 1116° DRIP ADAPTER S-1895 j-1 1/4'1 1/2"- 116' FLANGE ADAPTER S-1896 7/116 I - L-- 1,16° PVC MULL COVER -6018 TYP FIN FRAME 13t7t 1 I I Ls? TOP VIEW 3 1/2° 4° HORIZ. MULLION CLIP S-1898 4" MULLBAR H-1759 DETAIL A 4:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 7/16" (TYP.) 9/32" (TYP.) FRAME TYPE OPENING "T" MULLBAR CUP (F -1522 -XXX) "L" MULLBAR CLIP (F -1767 -XXX) FLANGE NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 FIN NEW F-1522-027 F-1767-005(L&R) RETRO F-1522-027 BOX NEW NOT RECOMMENDED F-1767-005(L&R) F-1767-002 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cC I RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 4" PVC MULL BAR IMPACT 4 3/4" SCORE, BEND, AND BREAK TO REMOVE FIN (2"1 11 15/16"1 d/ 4 1/8" R 3 7/8" 9132" (TYP.) 1 1 9/16" (TYP.) 2 3/16" 'OUTSIDE' 1/8" } 4 7/8 RETRO CLIP (4") F-1522-027 0 1L4" THRU (TYP.) 1L47.. THRU (TYP.) 71116" THRU (TYP.) O (2 1/4") 7/16" (TYP.) -- ------- 1 5 16° (TYP.) 1 11/16" (TYP.) 3 7/8° 113/16 (TYP.) •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • ••• • • • • • • • OUTSIDE RETRO CLIP (4") F-1522-014 `011111141% Pp10REW T� %•ll,�s : No 58201 \111 7. *±# * cr STATE OF ..f45/, 4/27/2015 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 DWG R: CWS -837 DATE 09/27/012 REV.: A SCALE: 1:2 SHEET 4 OF 10 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • a ••• • • • ••• • • • • • • • • • • • • • •• •• ••• 0 • 'OUTSIDE' f (2 3/4")) 1 5/8" II7 3/8- " 1/2" 4«- �— 23/4° -- 5' "L" ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F -1767-007L "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F -1767-007R 1/8" 6 7/8" "L" ANGLE 4" MULL CUP, FIN (LEFT) F -1767-005L (WOOD CONSTRUCTION ONLY) --1/8" 6 7/8" (2 3/4°) \ O 3/8" 1 5/8" J 'OUTSIDE' 5" 1/2"- 2 3/4" --- "L" ANGLE 4" MULL CLIP, FIN (RIGHT) F -1767-005R (WOOD CONSTRUCTION ONLY) •• ••• • • • ; • • • • • e• • •• • • • • • • •• ••• •• • :••• • • • • • • • • • • • • •• • ••• • ••• FRAME TYPE OPENING 'T' MULLBAR CUP (F -1522 -XXX) FLANGE NEW NOT RECOMMENDED RETRO F-1522-014 FIN NEW F-1522-027 RETRO F-1522-027 BOX NEW NOT RECOMMENDED RETRO F-1522-014 "L" MULLBAR CUP (F -1767 -XXX) F-1767-002 F-1767-007(L&R) or F-1767-002 F-1767-005(L&R) F-1767-005(L&R) F-1767-002 F-1767-007(L&R) or F-1767-002 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC • • • • •• 3 /8"• • • • • ••• • • • • • • @) 1/8" 6 7/8" } 7/16" (TYP.) (( 1/4" (TYP.) Ii. 1 9/16" (TYP.) 1 9/16" IO14SIDEI • 47/16" (2X) 2 7/16" ••• • • "L" AI Lf ♦CULL CLIP, STANDARD - F-1767-002 • 3/8" r(2X) 1/2" (2X) 4" PVC MULL BAR IMPACT 1.- g g UPDATED PER 2014 FBC .ma%*NIA9REtW A*1 10 E dY,yR No 58201 STATE OF le, it 4/27/2015 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 09/27/012 DWG #: CWS -837 REV.: A SCALE: 1:2 SHEET 5 OF 10 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • 9 • •• •• SEAL BEHIND FLANGE PRIOR --- TO ATTACHING WINDOW (3 (SEE DETAIL B) AA) HORIZONTAL MULL BAR SECTION 6 FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) VERTICAL MULL BAR SECTION 6 FLANGE FRAME WINDOW (1) FIN MUST BE REMOVED— WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR -- TO ATTACHING WINDOW 3,) (SEE DETAIL B) CA1 HORIZONTAL MULL BAR SECTION B/ FIN FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING \\ WINDOW (SEE DETAIL A)C2.)- FIN- FIN MUST BE REMOVED –/ WHERE WINDOWS CONNECT TO MULL APPLY SEALANT ALONG FULL - LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER `q -i- _ A _ VERTICAIJHORIZONTAL MULL BAR SECTION_, 8) BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR 11 DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE • • • • • • • • • • • ADAPTOR • • • • • • • • • • • • • •• ••• •• • • • •• VERTICAL MULL BAR SECTION 6 FIN FRAMEWINDOI( ••• • ••• • • • • • • • • • • • • •• ••• • • • • • • • • •• • • • • • • ••• • ••• • • • DETAIL B WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 10 w 0 W 0] RE yiGEtu&�.G'Q. q✓ r v d Na 58201 •• 13 R• 4 .R :s'$3 •• STATE OF • Wim: S., '•d OR4C:0:'6\4e X2 - 4/27/2015 z4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 REVISIONS SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BY: ADE DATE 09/27/012 DWG R: CWS -837 REV.: A SCALE: 1:2 SHEET 6 OF 10 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 0 cD �.,U U O O 3" HORZ. MULLION CLIP (SEE NOTE 1) SEE NOTES 1 & 2 (8 (1 EA./CLIP) A TOP VIEW FIN FRAME 11/16' MAX. EDGE DIST. 3" MULLBAR (H-1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) ( 18 or 19 SEE NOTE 4 CO-', 4" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW (1SEE NOTES 1 & 2 (2 EAJCLIP) (18 or 19 11/16" MAX. EDGE DIST. I•o SEE NOTE 4 SEE NOTE 1 C \ 4" HORIZ. TO 4" VERT. MULLBAR SECTION 7 J FLANGE FRAME WINDOW •• ••• • • • • • • • • •• • • • • •• ••• • • ••• • • • • •• • • • • 3 THE AgOV: %T N •APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, • • • • • R6GARDLESSQF �RI4ITATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH • • • • • • • NULL MUST B•THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. SECTION VIEW A -A (11 SEE NOTES 1 & 2 - (2 EA./CLIP) 1 11/16' MAX.1 EDGE DIST. 5' MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 SEE NOTE 4 C -1g5 -"HI TO TEVVIN MULLBAR SECTION L G 211 R INDOW • • • • • 4• ••• • 0T5E• • • • • • • •• 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18, AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU HN CUPS 5117 OR 5118), BY THE INSTALLER, •• • Y9/3B2E" LADAATEMDIIANCDEENDTWRHO CAINTAINSINAGCAIINGIOFM1U/2M".CLIP EDGE DISTANCE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 0 w 0 2 LU D2 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/012 DWG 9: CWS -837 REV.: A SCALE: 1:2 SHEET 7 OF 10 ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• TWIN VERTICAL MULLION TWIN HORIZONTAL MULLION NOTES: TRIPLE VERTICAL MULLION MULL LENGTH OPENING SIZE—moi - OPENING SIZE F -- MULL LENGTH '-- -I TRIPLE HORIZONTAL MULLION 0 0 Z 2 w 0 Or T I ---MULL LENGTH TRANSOM OVER TWIN VERTICAL MULLION 0 W L OPENING SIZE -i TW IN/TRIPLE HORIZONTAL MULLION OPENING SIZE MULL LENGTH TRANSOM OVER TRIPLE VERTICAL MULLION 0 W J 2 LII _-1 OPENING SIZE I.,. TWINTRIPLE VERTICAL MULLION J 2 L ----OPENING SIZE N 0 0 0 L NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BARS) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION I I 'SINGLE TWIORN 'TRIPLET UNITS BELOW' F---- MULL LENGTH -- 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP 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. • • • • • • • • • • • • • • • • • • • • • 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS! AND ANC' IORSU7IAL! NOT NE USES IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. • • • • • • • • • • • • 5. 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 -1 X BUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOONaltiVE CLIP LP•YO6IT ,ON SHEETS 4-5.• • • • • • • • 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECTOR ENGINEER OF RECORD AND 10I9T44LLED 40 TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MANNFN Si1ESTRIT Ei MAY )!OTQE i RICKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW It?G T -IE CMRRENT VERgION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMNWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S -CC 4" PVC MULL BAR IMPACT O F - Q O UPDATED PER 2014 FBC EMK } 0] DESCRIPTION REVISIONS 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BV: ADE DATE 09/27/012 DWG #: CWS -837 REV.: A SCALE: 1:1 SHEET 8 OF 10 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • •• •• SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. RETRO FIT MULL BAR CLIP MULL BAR 0 0 0 0 TOP VIEW MULL CLIP 1767-002 ANCHOR REQUIREMENT INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REO'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS ---- SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 / D \ VERTICAL SECTION C 9 J TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION SEALANT ALONG — OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT "L" ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS --- SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 (E VERTICAL SECTION 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. •• ••• • • • • • •• • -• -•Slit. S408La14iJSTiBE•ELUSH AGAINST INSIDE OF MULLED WINDOWS • • RFfiER1INSTALLAMIOIR • •• • • • • ••• • • • • • Eg5iltETIO I3ULjIp11 CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. • • • • 4. FOUR (4) ANCHORS REQUIRED PER 'T" MULL CUP, SEE SHEETS 2-3 NCHRSS REQ RED PER "L" MULL CLIP, SEE SHEETS 2-3. • • • • • • • • • 5. SB11T MULLION TIIB•IITG►ML&LL CLIP. • • • • • • • • • • • • F•OJR AlkII!ORAGE DTAR ISR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLAT1"ON DETAILS. aglow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Www.cwS.Cc 4" PVC MULL BAR IMPACT 2/ 0 w 0 D UPDATED PER 2014 FBC EMK } DESCRIPTION REVISIONS ,e�..t.ltjRE owing'sf T �i. .. No 58201 -' 'J' �" #: * ;* '' 9 : STATE OF • U ...7iONA�ae 0* 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DATE: 09/27/012 DWG #: CWS -837 REV.: A SCALE: 1:2 SHEET 9 OF 10 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• 0 • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS }. UBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. ,_ • - 3/16" IIW IAI-UUN 1 3" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1' HOLLOW or GROUT -FILLED CMU (ASTM C-90) or 1767 CUP INTO SOLID CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" fI1N 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 (0.06(r) MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 HILTI KW IK -FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060"• 7/16„ • • • 1/8" ALUM. (6063-75 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" MIN. EDGE DIST. SEE TABLE 1 (E VERTICAL SECTION 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. •• ••• • • • • • •• • -• -•Slit. S408La14iJSTiBE•ELUSH AGAINST INSIDE OF MULLED WINDOWS • • RFfiER1INSTALLAMIOIR • •• • • • • ••• • • • • • Eg5iltETIO I3ULjIp11 CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. • • • • 4. FOUR (4) ANCHORS REQUIRED PER 'T" MULL CUP, SEE SHEETS 2-3 NCHRSS REQ RED PER "L" MULL CLIP, SEE SHEETS 2-3. • • • • • • • • • 5. SB11T MULLION TIIB•IITG►ML&LL CLIP. • • • • • • • • • • • • F•OJR AlkII!ORAGE DTAR ISR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLAT1"ON DETAILS. aglow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Www.cwS.Cc 4" PVC MULL BAR IMPACT 2/ 0 w 0 D UPDATED PER 2014 FBC EMK } DESCRIPTION REVISIONS ,e�..t.ltjRE owing'sf T �i. .. No 58201 -' 'J' �" #: * ;* '' 9 : STATE OF • U ...7iONA�ae 0* 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DATE: 09/27/012 DWG #: CWS -837 REV.: A SCALE: 1:2 SHEET 9 OF 10 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• 0 • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 5 "L" ANGLE MULL BAR CLIP TWO RECTO EER EACH END OF MULL RETRO FIT MULL BAR CLIP INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 -----•-I- - MIN. EDGE DIST. F \ VERTICAL SECTION SEE TABLE 1. SHT 9 „,10,,,1 TYPICAL FIN CL" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH -- BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 NOTES: MULL BAR --INSTALLATION ANCHOR SEE TABLE 1, SHT 9 (( G 10 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS • • • • • • AF TEP•INSTTLLOTIO1S • •_ __ _• - • -• • -• - F -5 -•- - • • • C SS•RC? E MULL.ION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW • • • 1iJ11;•ASV • •• ••• •• • • • •• 3. FOUR (4) ANCHORS REQUIRED PER 'T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. • • • • 4. WA; QOII4LLION TIGHT TO•MULL CLIP. • • • • • • it • • 5. PDR ASJCHORAt RIDETAILSIFOR THE WINDOW, REFER TO THE WINDOW • • • • • • •SPEiIFIi P. T/ .LI TIO J DDTAILS. •••• • ••• • • • l®T. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 1.0 N I- a I 0 m DESCRIPTION REVISIONS %z- 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/012 DWG P. CWS -837 REV.: A SCALE: 1:2 SHEET 10 OF 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •S • • • •• •• ••• • • • 000 • • 8/5/2015 Honda D/p rrment Busines Profess' Regulation BCIS Home Log In User Registration I. ense Adeatip.. 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 > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ocala, FL 34474 ••••• (352) 368-6922 • • `• • • • ekoss@cws.cc • •• • • • •T.••. ••.• • •l•••• • • t ••• •• • • • • 1 • • • .•• • •• ••••• • • Koss Erin ekoss@cws.cc Erin Koss •••••• ••• • 1900 SW 44th Ave. ••`••dr `•• Ocala, FL 34474 (352) 368-6922 Ext 291 •1 • • ` 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 aF Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE d Validation Checklist - Hardcopy Received Certificate of Independence FL14850 R2 COI EvalReo CWS -641B (FD -8750. IMP).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 hups://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDquHlFzfePouW7oGINGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards 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 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name 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 -6416 (FD -8750. IMP).Ddf Verified By: Lucas Turner 58201 •••• Created by Independent Third Party: Yes • • .... •••J Evaluation Reports • • • FL14850 R2 AE DuPont PVS!40A•13-0129 Immo • FL14850 R2 AE DuPont SGPACIA.11-06249..P.odf •••• FL14850 R2 AE EvalRev(FD -8750 IMP).odf • - �1B FL14850 R2 AE Ouanex ( kron OA 12-101 02.Ddf • • • el Created by Independent TIIikl•Pat1;': Yes : • • • • • • • •• •• ••• • • • • • • • • • • • • •• • • •• • •• • • • • • • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-48741824 • • • • The State of Florida is an ANEEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessiiiity Statement : •Pcfaind 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 AElsend 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 offldal communication with the licensee. However email addresses are public regord. 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 dick here Product Approval Accepts: e>cork • Q'(1t Al p''. • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHl FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%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 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 Pelt, Ft, 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•1,0.11T•.S.2/Aii0,- • 2005, and ASTM E 1886/1996 2002/2005 .•• • • •••• • .•• • •••• • • • • 4) Supplemental Calculations to support CWS -641B, signed and sealed by Luoas•A•Turner, P.E. 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" Sidelite 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. #11-0624.02 • 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 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. 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. True=r 21315.114-1 22:03- :00 9 u H 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 79" MAX. FRENCH DOOR WIDTH 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" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO A 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT F B 84 3/16" GLASS DLO X E 8 1/2" 20" SEE NOTE 4 B 8 1/2" A SINGLE DOOR O E /D 12 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. FOR 81" TO 97" UNIT HEIGHT. •• ••• • • • • • •• • • •• ••• • • • • •• • . • • •• 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. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. 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 6'8": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 61": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 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 XAND 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 U IF D AL•IERNATIVE LOCKSET/DEADBOLT HARDWARE IS RVE; BVPAMEX AND DELANY. - 44. WA* PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR • NOISMOLLL4]UNITS. TYPE MAX. PANEL SIZE I DESIGN PRESS±JF ATINQ • •! IMPACT RATING SINGI F•• • ' +/- 7:3•PSF:' \\ / • :. • ' • '.TARGE • ••• • • • • • • • MI$4ILE IMPACT • FRENCH AX. NIT EIGHT 95 3/16" MAX. PANEL HEIGHT 84 3/16" GLASS • DLO C I X \ X / j SEE NOTE 4 1 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" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO A 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT F B 84 3/16" GLASS DLO X E 8 1/2" 20" SEE NOTE 4 B 8 1/2" A SINGLE DOOR O E /D 12 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. FOR 81" TO 97" UNIT HEIGHT. •• ••• • • • • • •• • • •• ••• • • • • •• • . • • •• 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. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. 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 6'8": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 61": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 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 XAND 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 U IF D AL•IERNATIVE LOCKSET/DEADBOLT HARDWARE IS RVE; BVPAMEX AND DELANY. - 44. WA* PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR • NOISMOLLL4]UNITS. TYPE MAX. PANEL SIZE I DESIGN PRESS±JF ATINQ • •! IMPACT RATING SINGI F•• • ' +/- 7:3•PSF:' • • :. • ' • '.TARGE • ••• • • • • • • • MI$4ILE IMPACT • FRENCH 37-5/8" x 95-3/16" SIDELITE 33-5/8" x 94-5/8" ••• • • • • •••_• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Car• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT 0 rz O w W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION REVISIONS ������PNIlism i��i'' �: No ORE582y01 ";.71 *:• * :*= :il STATE OF : �: •*rS:\0 �� 11 0 d tr:�`e -ion, Awo OO 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. DATE: ADE 09/08/11 DWG It CWS -641 REV.: B SCALE 1:35 SHEET 1 OF12 GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 151 3/8" MAX. UNIT WIDTH 363/16" MAX. SIDELITE WIDTH 79" -+ MAX. FRENCH DOOR WIDTH Y DOOR WIDTH 33 5/8" PANEL WIDTH ti r- 37 5/8" MAX.., PANEL WIDTH! 5/8" I y 0 X FLUSH BOLT ON INACTIVE X 84 3/16" DOOR GLASS DLO 0 SEE NOTE SHT X /PANEL ' X FLUSH 0 7" 1AX. (NIT (EIGHT 94 SIDELITE HEIGHT , 5/8" 83 SIDELITE GLASS DLO 5/8" t 84 3/16" DOOR GLASS DLO 95 3 PAN NEC -.22 5/8"-- f SEE NOTE 4 SHT 1 -- 26 5/8" - ONLT INACTIVE PANEL � I-+22 5/8"► 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" HT 16" EL 3HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT •• ••• • • • •_.•. • • • •• ••• ✓i 88 5/ • • •• ••ET 763/16" MAX. UNIT WIDTH — 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH • ••• • • • • • • • •• ••• • • •— • • • 22 5/81 26 5/8" • • • • • • IL?IS ILO: GLASS DLO • • • • • • • • • • SINGLE DOOR w/SIDELITE ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO C362,1098 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT u, 0 UPDATED PER 2014 FBC I EMK UPDATED PER 2010 FBC I ADE m DESCRIPTION: m O Z REVISIONS 1011111ttr +,++a++ANO R E ' ryri . No 58201 ' 0% E*; * ;:IS 43% NATE OF "• u4t I '•,SFS, " ; . Fi?4..C.,\ Y• 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY, DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:35 SHEET 2 OF 12 115 3/16" MAX. UNIT WIDTH -- ---I 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. ......__.. PANEL WIDTH 79" MAX. FRENCH r 1 Y DOOR WIDTH 37 5/8" M/ DOOR WI[ f 17" 'NIT EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" 0 X FLUSH BOLT ON INACTIVE X 84 3/16" DOOR GLASS DLO 95 3/ T HEIPANG $ SEE NOTE SHT 4 1 /PANEL -.22 5/8"-- -- 26 5/8" - GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" HT 16" EL 3HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT •• ••• • • • •_.•. • • • •• ••• ✓i 88 5/ • • •• ••ET 763/16" MAX. UNIT WIDTH — 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH • ••• • • • • • • • •• ••• • • •— • • • 22 5/81 26 5/8" • • • • • • IL?IS ILO: GLASS DLO • • • • • • • • • • SINGLE DOOR w/SIDELITE ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO C362,1098 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT u, 0 UPDATED PER 2014 FBC I EMK UPDATED PER 2010 FBC I ADE m DESCRIPTION: m O Z REVISIONS 1011111ttr +,++a++ANO R E ' ryri . No 58201 ' 0% E*; * ;:IS 43% NATE OF "• u4t I '•,SFS, " ; . Fi?4..C.,\ Y• 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY, DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:35 SHEET 2 OF 12 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO FLUSH BOLT x SEE NOTE 4 SHT 1 36 3/ SIDE 33 5/ PAN 81" MAX. UNIT HEIGH 81/2" 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" PANEL 26 5/8" GLASS 81"__ MAX. UNIT HEIGHT 79 PA HE 79" MAX. FRENCH DOOR WIDTH r MAX. NIDTH — 151 3/8" MAX UNIT WIDTH -r DLO 79" MAX. FRENCH DOOR WIDTH -- 1e o o 1 8" EL WIDTH 1 x 1 _____,♦ SEE NOTE 4 SHT 1 FLUSH BOLT X 3/16" NEL IGHT 68 3/16" GLASS DLO j FRENCH DOOR MAX. — 151 3/8" MAX UNIT WIDTH -r 16" LITE WIDTH MAX. 79" MAX. FRENCH DOOR WIDTH -- 8" EL WIDTH — 37 5/8" MAX. — PANEL WIDTH ri T '8 5/8" RDELITE iEIGHT 67 SIDELITE GLASS DL+ 5/8° 0 X SEE NOTE 4 SHT 1 ! Ge i 1 FLUSH BOLT X ; 0 68 3/16" DOOR GLASS DLO- I 7931 DOC PAN HE CI -- —22 5/8"► 26 5/8" -I GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R EL HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 36 3/16' MAX. ......._....._ ._.__.� SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO I � 81" MAX. UNIT HEIGHT 78 5/8" PANEL HEIGHT 67 5/8" GLASS DLO O 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" • • • • b SIDELITE •{*� SLABS • • DLV • • • • •• • • • • • • O • • • • • • • • ••• • • FLUSH BOLT x O •• • -22 5/8 — 26 5/8" ► GLASS DLO GLASS DLO • ••• • ••• • • • • • • ••• • •• tSIN 3L: DOOR w/SIDELITES 1 • • • • • • • • • • • •S • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO •e + t WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.Cc I PM Kik 8700/10/50 PVC SWING DOOR IMPACT a 0 tw- 0 w w O m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: CO O z REVISIONS y0t151ilesi O PNOP.Elt fir„i •ra G4 1. OS t No 58201 ” 1 . :*; * ;*= v.kr:: 1d • STATE OF "' 1 1 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 09/08/11 DWG #: CWS -641 SCALE: 1:35 SHEET 3 OF12 1" OVERALL --3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED ,105 DUPONT PVB INTERLAYER �+ 3/16" ANNEALED SIKA - SIKAFLEX 552 or ') HENKEL - PURFECT GLAZE "F1" 3/4" GLASS BITE © 72 • 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED ii / SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE"H" 3/4" GLASS BITE •• ••• • • • • • •• • • • • • ^ • • • • • •• • • • •• • •OL•ISS TYPE 3 • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II► WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SLAVING DOOR IMPACT 0 0 3/ w w m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: co 0 z rn 0 W 00 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: DATE: ADE 09/08/11 DWG # CWS -641 REV.: B SCALE: SHEET 4 OF12 GLASS TYPES MAX. UNIT 11 °,Qj SIDEUTE SINGLE FRENCH 81" A A A B B 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED ii / SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE"H" 3/4" GLASS BITE •• ••• • • • • • •• • • • • • ^ • • • • • •• • • • •• • •OL•ISS TYPE 3 • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II► WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SLAVING DOOR IMPACT 0 0 3/ w w m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: co 0 z rn 0 W 00 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: DATE: ADE 09/08/11 DWG # CWS -641 REV.: B SCALE: SHEET 4 OF12 INTERIOR ()(3 g07) SECTION VIEW A -A INTERIOR $* `7) @(4,0) (W6) SECTION VIEW B -B MORTISE LOCK w/ FLUSH BOLT (3?) •• ••• • • • • • •• • • • •• ••• •• • • • •• ITEMS NOT SHOWN FOR CLARITY: • • • • • • • • • • 10-12, 13, 15-17, 22. 43, 48, 54, 57-5$ • •• •• • • • • • • ITEMS NOT USED IN VERSION SHOWN: • • • • • • • • • • • 2-3, 8-9, 15-16, 25-28, 30-34.36-46.49, 5233, 60, 62",(8.966, 72, 76 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• ••• • • •_ ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT LO oro W 0 fd U. O N CCW a U m a 0 O ltl ❑ ❑ E a a DESCRIPTION: 0 REVISIONS No I. 58201 ';1 * wv9 ;gr. :7A : STATE OF, iv. 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: SECTION VIEWS SINGLE DOOR DRAWN BY. DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:2 SHEET 5 OF 12 INTERIOR NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR. SEE SHEET 5 SECTION VIEW C -C •• ••• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • •• ••• •• • • • •• ITEMS NOT SHOWN FOR CIARITY: : • •: 10-13, 15-17, 22, 26-28! 36-3 •, 43, 54, 57 • • • • ITEMS NOT USEDiIjp,V,ERSIVI SHOty • • 8-9, 15-16, 25, 40, dd2,, 45-46, 48, 52-53, ✓t 60, •%4, 76 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• 1198 • rj WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.Cws.CC 8700/10/50 PVC SWING DOOR IMPACT uJ 0 } m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION m 0 z REVISIONS %octeelteef s•s°'PNOREby )7, - s No 58201 �,�r T. * ' •, S • ' 3 STATE OF e.? +V�t .% 0 R t 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: SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE: 09/08/11 DWG it: CWS -641 REV.: B SCALE: SHEET 1:2.5 6 OF12 SECTION VIEW D -D SECTION VIEW E -E - SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. SEALANT APPLIED TO #10-24 x 1-3/4" TYPE F • • • • • 4DJpININM, FAGES• • • THRU HINGE INTO SIDELITE AT EACH HINGE. • • OY INSTALLER • • • SEE SHEETS 1 & 3 FOR HINGE SPACING. • • •• • • • • • • • • • • •• ••• •• • • • •• ITEMS NOT SHOWN FOR CLAFyTY• • • • • • • • • 10-11, 16, 22, 28, 43, 57 • • • • • • • • • • • ••• • • ITEMS NOT USED IN VERSI,Q?V SHO / : • • • • 1-3, 6-15, 17-18, 20-21, 23-2 46-27, 0-39, 41,446, •4$,-2, 54-56. 4-0,401-71, 74-76 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cuolow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT w 0 UPDATED PER 2014 FBC I EMK w 0 UPDATED PER 2010 FBC DESCRIPTION: m 0 z REVISIONS eootisaiwit nz.ORElir i;4# 0 p .*;: Eni `.�r' , F Yr11 -4 No 58201 •93 D▪ *; * :*^ "'▪ 9 . STATE OF .:14/:: 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: DATE: ADE 09/08/11 DWG#: CWS -641 REV.: B SCALE: 1:2 SHEET 7 OF12 PARTS LIST PARTS LIST T r7�j/y� , r. �i�iYl4U•I ��� WINDOW SYSTEMS l 1900 SW 44TH AVE. OCALA4 WWW.FLORIDA www. FLORIDA 34474 8700/10/50 PVC SWING DOOR IMPACT ITEM PART # DESCRIPTION MATERIAL VENDOR ITEM PART # DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME, HEAD ALUM KEYMARK 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 2 H-1857 ASTRAGAL, INACTIVE, FD, PVC ALUM KEYMARK 52 P-5134 SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS H-1860 REINFORCEMENT, VERT. ALUM KEYMARK 54 P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER FASTENAL 5 H-1861 REINFORCEMENT, HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 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-5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 9 H-1900 MAINFRAME, SIDELITE @ JAMB, HEAD, SILL ALUM KEYMARK 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 10 P-3039 SETTING BLOCK, 1/8X1 X2 FRANKLOWE 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 11 SIAKFLEX 552 or PURFECT GLAZE "H" SIKA - HENKEL 61 S-1806 COVER, JAMB, 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 ,n .. o — v ,- LLJ 0 REVISIONS 1 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 w w < 16 P-4146 SCREW #8 X3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 17 P4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 18 P4522 #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 P4774 WSTP, BULB/LEAFS, PANEL AMESBURY 69 S-1915 BASE, SWEEP ALUM KEYMARK 20 P4790 FLUSH BOLT, ASSM, TOP/BTM SULLIVAN 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 21 P4794 SCREW #8 x 5/8" SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 22 P4802 ALL THREADED ROD (TIE ROD) McMASTER 72 S-6083 PANEL, TOP/BTM RAIL SIDES - SIDELITE PVC MIKRON 23 P4807 HINGE, GUIDE HOPPE 73 S-6084 GLAZING BEAD (1") PVC MIKRON 24 P-4806F4809 HINGE, SET HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 25 P4814 WSTP, .50X750 FOLDED BULB SEAL, @ SIDELITE AMESBURY 75 GLASS SEE SHEET 4 26 P4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 27 P4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK m a z 28 P4866 GUIDE, TIE ROD NYLON M&M 29 P4871 TIE ROD BRACKET ZINC SULLIVAN �s° lx@4>JREW X4,4 �s c_, �`'"""" r�✓... 41. G" '''' .."Q! 1'•. "'' No 58201 % e * I S : .�O ; STATE OF 74.e.' �+ii;(S�< p R 1 C% *.c,\ ,..b`+ONA � . nim silt XZ- 4/18/2015 30 P4885 SHOOT BOLT, TOP PADDOCK 31 P4886 SHOOT BOLT, BOTTOM PADDOCK �� �� 32 P-4851 LOCKBAR, INACTIVE, 8 FT PADDOCK 32 P4884 LOCKBAR, MULTI-POINT, 5PT, 8 FT PADDOCK l / \ 32 P4901 LOCKBAR, MULTI-POINT, 4PT, 6'8 FT PADDOCK �� f 32 P4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK \ 33 P4903 HANDLE SET, ACTIVE PADDOCK 34 P4905 HANDLE SET, INACTIVE PADDOCK 35 P4913 WSTP, .50X50 FOLDEDBULBSEAL @ DOOR SCHELGELM&M 36 P4917 CAP, STRAGA 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 # 58201 1239 JABARA AVE. NORTH PORT, 4288 FL3-43- 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 • • • • • • • • • • • • •• - P-4933 NUT3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL -- - -- McMASTER • • 44 P4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL • • • • SHEET DESCRIPTION: BOM DRAWN BY: ADE DATE: 09/08/11 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• 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 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR HEAD -1833 DOOR SILL -1878 PVC DOOR PANEL 6083 DOOR JAMB -1880 SIDELITE-1881 SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM REINFORCEMENT -1861 REINFORCEMENT -1860 ASTRAGAL COVER -1859 4 5/16 4 5/16" REINFORCEMENT - 1857 THRESHOLD - 1783 Zr___ 21/4" +_ �,f3 f3 114" 61 T t._..-....1/16" FRAME COVER - 1806 2 5/8" —I 2 3/8" 31 T- 3/4" 1 1/16" REINFORCEMENT - 1858 SIDELITE COVER -1816 1 15/16" T....-- 3/4" - 1/16" BASE SWEEP -1915 INSERT, BACK - 1865 REINFORCEMENT -1862 •• ••• • • • • • •• • • • • • • • _•_• • • •• • • • • • • • • • 9/16° -i •• ii • • • • •• 167 65 11,16" 114.1 1/16" 1 1/8" • ei 1/§^• • ••NSERT, FRONT -1864 • • • • • • • • • ••• • • • E' ERT, InCTWE PL -1889 • • • • ••• • ••• • • • ••• • • • • ••• • • • . • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • . • .• •• ••• • • • ••• • • 5/8" 9/1 64: 1/16" HEAD COVER - 1840 FILLER - 1784 5/8" 11 6" PVC GLAZING BEAD - 6084 5/8" -"1 1/8" 1/16" DRIP CAP - 1817 3/4" ) 13/16" /! — -1/16" DRIP COVER- 1916 Cr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.Cws.Cc 8700/10/50 PVC SWING DOOR IMPACT m 0 Fw- O w w w UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O Z REVISIONS tfeweeeehi 1 0,•:‘‘‘p,' -‘41D RE w v .•° No 58201 x\15 :III * ; ' F.. : STATE OF .&U. A. 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 3428$ PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY ADE DATE: 09/08/11 DWG K: CWS -641 REV.: B SCALE: 1:2 SHEET 9 OF12 ANCHOR @ MIDSPAN 6" MAX. (TYP.) 6" MAX. (TYP.) - 17" MAX. O.C. (TYP.) (TYP.) _ -- 4" (TYP.) t--4" (TYP.) 1 A& q --2" (TYP.) *WO i r--2" (TYP.) "WO 1 alliL1- 0X i X X O r-� SIDELITE DOOR SIDELITE ANCHOR LAYOUT- (FLANGE), OD/METAL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR @ MIDSPAN (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) — 17" MAX O.C. (TYP) =ELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. D/METAL SEE NOTE 2 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. 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. •• ••• • • • • • •• 5.1NSTALLATION-ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INyVIJOTIOItt, N A1H/RSSSH:iLL:N)OT BE USED IN SUBSTRAT-ES 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 MU OPEIlINGM EMBBDMEI•T 9HAtL•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, P- i%" FOR HINGES BALL SUBSTRATES 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AII&ITE:T OFjENGJIVtEIOE RE 0 U?I JD=NS=AALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. GONCRETE AND MH6ONRY.SUIBSTRATESiAA4 NW 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) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • euegom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT w 0 W D } UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 REVISIONS ,dNtn�i4iq ��„r,,¢NOREby i„ • 4:".-/ No 58201 %%V.MLI w3T : STATE OF '�O:tum: I<$ ORSD¢'” Q2�,� 7-- 4/18/2015 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: DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:8 SHEET 10 OF 12 t -4" (TYP) --4" (TYP. i r--2" (TYP.) "WO 1 alliL1- X X O r-� 1 =ELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. D/METAL SEE NOTE 2 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. 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. •• ••• • • • • • •• 5.1NSTALLATION-ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INyVIJOTIOItt, N A1H/RSSSH:iLL:N)OT BE USED IN SUBSTRAT-ES 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 MU OPEIlINGM EMBBDMEI•T 9HAtL•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, P- i%" FOR HINGES BALL SUBSTRATES 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AII&ITE:T OFjENGJIVtEIOE RE 0 U?I JD=NS=AALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. GONCRETE AND MH6ONRY.SUIBSTRATESiAA4 NW 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) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • euegom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT w 0 W D } UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 REVISIONS ,dNtn�i4iq ��„r,,¢NOREby i„ • 4:".-/ No 58201 %%V.MLI w3T : STATE OF '�O:tum: I<$ ORSD¢'” Q2�,� 7-- 4/18/2015 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: DATE: ADE 09/08/11 DWG #: 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 A \ VERTICAL SECTION 11 1 TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. TABLE 1: APPROVED INSTALLATION FASTENERS • 'se CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4° 2-1/2" 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 (11 KSI YIELD MIN) #12-14 HILTI KW IK -FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0 060" 1/! • • • • 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" 21%2" • • HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN. SOUTHERN• PINE (0=0.55) #10 WOOD SCREW 1-3/8" •• • ./8" • • • HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK -FLEXOR 111N TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 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" INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 • • • • • • •• B 11 MIN. EDGE DIST. SEE TABLE 1 1 HINGE MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE 213/16" ANCHORS THRU HINGE (TYP.) 21 5/16" MAX. -- SEE NOTE • • • NOIR! • • • • • • • H3JGi SNIP iR•01 E ARE: • • • 8�/2� F�� E� • • • 214/16" RIA* Me FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. • ••• • 6 • • • • • • • ••• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • ••• • •• • • • • ••• • • • • • • • • • •• •• 81/2" (TYP.) HINGE LAYOUT 1:30 Cmgom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT t) 0 w w UPDATED PER 2014 FBC UPDATED PER 2010 FBC I ADE DESCRIPTION: m O z REVISIONS sPp1DREw �.yLGENgF., Qy�rr : No 58201 P *� • t :VP.. STATE OF " ki+ 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 DATE: 09/08/11 DRAWN BY: ADE DWG #: CWS -641 SCALE: 1:2 REV.: B SHEET 11 0E12 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 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 MIN. EMBEDMENT SEE TABLE 1, SHT 11 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 C VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1. SHT 11 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1. SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 •• ••• • • • • • •• 0 • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • ••• • • to • • • • • •• •• • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D \ HORIZONTAL SECTION 12 J TYPICAL JAMB / HINGE ANCHORAGE Cuogom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT Z. 0 F O w w w } UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: O z REVISIONS 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._......_... DAE: DRAWN BY: DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:2 SHEET 12 OF 12 8/5/;-'01.5 Florida Depaartt Busines Profess' Regui,ation BCIS Home Log In User Registration Hot Topics n:c Product Approval USER: Public User Florida Building Code Online Submit Surcharge Stats & Facts Publications FBC Staff BUS 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 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 Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 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 the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS -373B (PW -8300, 120x48, IMP).odf 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 I 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayxBBEGDJ57PKaSsOeALf2A%3d%3d 1/3 8/5/2015 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 # Model, Number or Name Description 13010.1 1 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. Installation Instructions FL13010 R3 II CWS -433B (PW -8150, 36x72 IMP).pdf Verified By: Lucas A. Turner 58201 • • Created by Independent TF9rd PRY: Yes • • • • • • • Evaluation Reports • • • •••• FL13010 R3 AE DuPont PW �•4pdf .1.3-012 FL13010 R3 AE EvalRep Wrlpf�S,•133B (PW -8!50, 36x72, • • • IMP).pdf • 1 • • • • • • FL13010 R3 AE Quanex l.f' Or►) NOA 12.0017.02.pdf •• • • Created by Independent Thi . : Yes • •. • • •.. 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. PW -8150 PVC Flg/Fin Fixed•ViiNdvi; Continuout Had & Sill. Installation Instructions• • • FL13010 R3 II CWS -5101 (PV0-8:50. COO)1THD§L, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent TEiird tarty: Yes • • Evaluation Reports • • • •• • • • FL13010 R3 AE DuPont PVB NOA 13-0129 2/44f FL13010 R3 AE EvalReo CWS -510B (PW -8150. CONTHDSL, IMP).pdf FL13010 R3 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 13010.3 1 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48". 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. Installation Instructions FL13010 R3 II CWS -373B (PW -8300. 120x48, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont SGP NOA 11-0624 02.pdf FL13010 R3 AE EvalRep CWS -373B (PW -8300. 120x48. IMP).pdf FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 13010.4 PW -8300 PVC Fixed Window PW -8300 PVC Flg/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. 1 Installation Instructions FL13010 R3 II CWS -159D PW -8300, 72x76, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports L13010 R3 AE DuPont PVB NOA 13-0129 27'D df FL13010 R3 AE DuPont SG' NOA 11-0624 02.odf FL13010 R3 AE EvalRep CWS -159D (PW -8300. 72x76, IMP).pdf € FL13010 R3 AE Ouanex (M kron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60V rsSwFsWUkbayxBBEGDJ57PKaSsOeA[,f2A%3d%3d •• • ••• • . • • •• • • • 2/3 8/5/2015 Florida Building Code Online 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: Scruri ifigargle- • • • • • •• • • •••••• •••• • • •••• • • •• •• • • • • • •••• • • •••• ••••• •' • • •••• • • • •• • • • • • • • •• ••• • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • haps://www.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 433B April 18, 2015 Product Description: Series 8150 PVC Fixed Window, Large Missile Impact, 36" x 72" unit size 37 1/4" x 73 1/4" flange size, 3/16 Ann. — air — 7/16 Lami Ann. (3/16-.105PVB-3/16) glass 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 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, F.L 2) Approval drawing CWS -433B, signed and sealed by Lucas A. Turner, P.E. • • • 3) Test Reports NCTL-210-3566-1, -1A, -1B, and -1C, from National Certified'Pning Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., withtlts•tfrfg performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM E1886-02/05 and ASTM Bf416-02/05,?rbd TAS 201, 202, 203 1994 4) Supplemental Calculations to support CWS -433B, signed and sealed by Lucas?i.jurner'P E.•• • Installation: Units must be installed according to approval document CWS -433B. • • • • • •••• • • •••• .•• •••• • • • • • • Limitations of Use: This product: .• • ••• •• • • May be used in 0 configuration in sizes up to 36" x 72" unit size, or 37 1/4" x 73 1/4" flange • • size, with max. glass daylight size of 31 13/16" x 67 13/16" • Achieves a design pressure of +75/-75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3/16Ann — Air— 3/16Ann-.105PVB-3/16Ann glass minimum • In HVHZ may only be used up to 30 ft above grade • Requires Dupont PVB Interlayer per Miami -Dade NOA 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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. *. DREW ��*�4��"`•,e* \ui EN.s* •• No 50201 S -13i 's13 : STATE OF 7 e • w 11. 91' +moi {O` . �•o.4 0 R:0 ...••` °.< i � hlM terr V 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 " k Turn r X01 -1Z4-1 22:15-04:013 73 MI O\ FL HE PICTURE WINDOW - LARGE MISSILE IMPACT 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 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. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 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 ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8150. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: O = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • • • • • • • •• •7• •• • • • •• • • • ••• • • • • ••• • • • MAX. UNIT SIZE 36" x 72" DESIGN PRESS R TIN • • • • • • • •I •P&TRATING LARGE MISSILE IMPACT WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8150 PVC PICTURE WINDOW IMPACT ,n N w w 1- w UPDATED PER 2014 FBC m A I UPDATED PER 2010 FBC NO.:I DESCRIPTION: REVISIONS 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, €L 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: AAJ DWGDWG#._ ......_.. #: CWS -433 DATE: 11/25/11 REV.: B SCALE: 1:15 SHEET 1 OF 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• a — 371/4" MAX. OVERALL FLANGE WIDTH 36' MAX. UNIT WIDTH 31 13/16" GLASS DLO A 1/4" 1X. /ERALL ANGE IGHT 72' MAX. UNIT HEIGHT 67 13/16" GLASS DLO 1 i_ (6 Q j c\ --I 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 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. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 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 ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8150. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: O = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • • • • • • • •• •7• •• • • • •• • • • ••• • • • • ••• • • • MAX. UNIT SIZE 36" x 72" DESIGN PRESS R TIN • • • • • • • •I •P&TRATING LARGE MISSILE IMPACT WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8150 PVC PICTURE WINDOW IMPACT ,n N w w 1- w UPDATED PER 2014 FBC m A I UPDATED PER 2010 FBC NO.:I DESCRIPTION: REVISIONS 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, €L 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: AAJ DWGDWG#._ ......_.. #: CWS -433 DATE: 11/25/11 REV.: B SCALE: 1:15 SHEET 1 OF 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• FULL CIRCLE 1/2 CIRCLE FULL ELLIPSE (OVAL] OCTAGON TRIANGLE 11111111111111111 TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEET 5 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 WINDOW ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR • • • • • • OPAOING AIEASUREE•ALON6iHE LENGTH OF THE PRODUCT. • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• 0 • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • ••• • • • astm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8150 PVC PICTURE WINDOW IMPACT TEF :04/01/15 ADE :11/26/11 w UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: REVISIONS 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: ARCHITECTURAL SHAPES DRAWN BY: AAJ DWG #.... _. #___._._..__._ : CWS -433 DATE: 11/25/11 REV.: B SCALE: 1:1 SHEET 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 090 • • • 000 • • INTERIOR SECTION VIEW A -A INTERIOR ALTERNATE FIN FRAME SECTION VIEW B -B • 7/8" OVERALL 3/16" ANNEALED 1/4" AIR SPACE 7/16" LAMINATED 3/16" ANNEALED ]95 DUPONT PVB INTERLAYER —3/16" ANNEALED 10; PURFECT GLAZE "H" OR SIKAFLEX 552 •• ••• • • • • • • • • • • •• ••• •• • • • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • ••• • • • • • • • 1:1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 8150 PVC PICTURE WINDOW IMPACT 0 LU W ADE :11/26/11 w 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 Z REVISIONS �"zsq.!v if"7„ ��40`'`•.4�c E a S�..�p�g .•" No 58201 VP t. • * : # : ie -o' mac: ice'. STATE OF : IQ=� C .1 p R i © ♦ �� 'S4°1'614;14 EA, G 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 BY: AAJ DWG 6: CWS -433 DATE: 11/25/11 REV.: B SCALE: 1:2 SHEET 3 OF 6 ••• • • • • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6025 SASH STOP MIKRON PVC 2 H-6026 SINGLE HUNG FIN FRAME MIKRON PVC 3 H-6031 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC 4 H-6031 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC 5 H-6031 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6031 SINGLE HUNG FLANGE FRAME RIGHT JAMB MIKRON PVC 7 P-3113 SCREW SUPPORT FOR PVC 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8" x 5/8" x 2" LG. AMESBURY FOAM 10 P-4648 SIKAFLEX 552 OR HENKEL PURFECT GLAZE "H" SIKA / HENKEL 11 S-6064 GLAZING BEAD (7/8" O.A. I.G.) FRANK LOWE RUBBER 12 GLASS SEE SHEET3 CARDINAL GLASS LINE ITEMS NOT USED: 9 PVC FRAME, FLANGE - H-6031 3/16" SCREW SUPPORT - P-3113 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCALE 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC PVC FRAME, FIN - H-6026 PVC GLAZING BEAD - S-6064 PVC FILLER, SASH STOP - S-6025 •• ••• • • • • • •• • • • • •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • ••• • • • 8150 PVC PICTURE WINDOW IMPACT LO w w F- cSw r 0 Lu 0 5.: a UPDATED PER 2014 FBC DESCRIPTION: CD < O z m Z 0 (1) LU rt 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: AAJ 11/25/11 DWG 6: REV.: CWS -433 B SCALE: 1:1 SHEET 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 900 • • 12" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 12" MAX O.C. (TYP.) SEE NOTE 2 L — ----INSTALLATION ANCHOR (TYP.) O ANCHOR LAYOUT - (FLANGE) 4" MAX. (TYP.) 4' MAX. (TYP.) 8' MAX O.C. (TYP.) 8" MAX. O.C. (TYP.) r O L J SEE NOTE 2 �------ INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FIN) 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 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. •• ••• • • • • • •• -&.INSTALLATION ANCHORS SHALL BE- INACGORDANGE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANTANCHORS:SHA •Lr:T U9-0 `N S:JBSTRATES 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 OPENI6, EBEBMEN�TISA HAIBE8 IIGNE1fONIPAOD 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•/WP METAL. • • • • • • • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR IGIN R Of REQIRD I!LLCD IN TA T NSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AN4NN�IASONF •SUBSTORTESpiviN B CzTA((E( ••• • ••• • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) WINDOW SYSTE#IS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT L 1- 0 N g IL W rIll a BY: DATE: UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 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: AAJ DWG &: CWS -433 DATE: 11/25/11 REY.: B SCALE: 1:1 SHEET 5 OF 6 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS -- SEE TABLE 1 PERIMETER SEALANT— INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND — FLANGEBYINSTALLER INSTALLATION ANCHOR SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 SEALANT BEHIND — FLANGE BY INSTALLER 1/4" MAX SHIM MIN. EMBEDMENT ---- SEE TABLE 1 1/4' MAX. SHIMipt 1/ -r INSTALLATION ANCHOR SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX. SHIM PERIMETER SEALANT - INSIDE AND OUTSIDE BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 ff//q VERTICAL SECTION \� TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 1 g \ HORIZONTAL SECTION PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 6 / 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" RW TAPCON 1-1/2" 1-1/8" • • FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" MN TAPCON 1" 2" • tratemass 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' 2-1/24 • FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" RW 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" •• FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HIL11 KWIK-FLEXOR (TW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" • • 7/• • FLANGE111/.01 1/8" ALUM. (6063-15 MIN.) OR 7/8" 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" MIN. EDGE DIST. —SUBSTRATE SEE TABLE 1 ! BY OTHERS SEE TABLE 1 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER CC) HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER •• • • • • • •• HORIZONTAL SECTION • • • • • L• • see BOX FRAME INSTALLATION HEA AND SILL SIMILAR FOR BOX INSTALLATION •• •• • • • •• FLANV MAQVAL ItOTE: PARTIALLYTOR FULLY REMOVING THE FLANGE, UP TO41ND 1f�LUDI G A BW AME APPLICATION IS ACCEPTABLE PROVIDED: • N1IN. 1J4" FJ,jLLCT OF • NISTRUCTION-GRADE ADHESIVE CAULK IS APPLIED :UDE. OUTSID FG •PERIMETER, BY INSTALLER. - PRODU(LL(``"T ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m ¢ O REVISIONS IP* p,NDREW �lGi�,. : No 58201 'O -P *% # St► 71'01 :c .4,fl9STATE OR :1I . •,.c 4t` .(pR1p, s9,461VA4 e'10% 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: INSTALLATION DETAILS DRAWN BY: AAJ ._.... __ ................ DWG W. CWS -433 DATE: 11/25/11 REV.: B SCALE: 1:2 SHEET 6 OF 6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 8/5/2015 Florida L eprtmert?` Busines Professic na Re i,a¢ on Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Gens, :`Icizrstf /hi/ 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 FL6890-R5 Revision 2014 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative 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 Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwIDqu4Bg7NfwG9nY8CIMsOVDVx0FNzIHrYUmo%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards 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 04/20/2015 04/21/2015 04/23/2015 06/23/2015 FL # Model, Number or Name Description 6890.1 f 8400 Vinyl Casement 8400 Vinyl Fig/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.odf FL6890 R5 AE EvalRep CWS -161C (CA -8400. IMP).odf FL6890 R5 AE Ouanex (Mikron) NOA 12-10•lz 02.pdf Created by Independent Third Party: Yes • • BACR Next •• • • •••• • •••• • • • •••• •• • • • • • • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1A2b• • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: /+ccessltiVAgement Stement •• •• 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 nttsend elecirdh4• • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please colttsc0860.687.1395..Pursyant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the OPpartiSenswith an email address if they have • o one. The emails provided may be used for offidal communication with the licensee. However email addresses are public4ecord. IfPou do nolwish tobsupply a psesYnb •,• address, please provide the Department with an email address which can be made available to the public To determine if you aie a Iicenset dhM ell tpter 455, F.S., please dick here . • • • • • Product Approval Accepts: • • • o • • • • • •• • • BkTllii¢: CA'ref AFE haps://www.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 446 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 -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from •••• National Certified Testing Laboratories, Orlando, FL signed and sealed by G®rard.TFerraaa,E.e. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 1&WT.42/A440-.•.. 2005, and ASTM E 1886/1996 2002/2005 • • • • 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucts•A'Turner, P.E! •.•• • • 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.) outboard,. -air-. 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x /3" yoi 1/8' (i t..' 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 ft of grade • • • • 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 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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. .0111 II I "167,110 RE wiota. 16 110REwii 4. ti �fi'.�'yrp f Na 58201 i'13;• s 571. STAT 1= OF ''S . 4.0 R19. ,t49,/ON AI:e e its �+ 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lata; A. Tum€ 2315-0-20.11:-0-e00 ti - CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH 73 114" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT 1 / C \ .t1 i / X \ /- ` Tti 65 /2" GLASS DLO 7E ISE 301/2' X.21 -MOO ULU 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 38 1;4" MAX. OVERALL FLANGE WIDTH —� 37" UNIT WIDTH 35" MAX. SASH WIDTH A 64 114" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT B 61° MAX. SASH HEIGHT X B 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. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 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. G O� 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. A 30 112" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE •• ••• • • • • • •• • • • • • • • •• • • • • • • •• ••• •• • • • • • •• LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ• • • • +/- 65 ?SF 37" x 63" • • •• '= NON-HVHZ 37 x 72"+/- •• • • : • +:-. LARGE MISSILE IMPACT • • •t'•3F • HVHZ 67.5 PSF • aglow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwW.CwS.Cc 8400 PVC CASEMENT IMPACT TEF :03/18/15 ADE 112/05/11 ADE 103/17/08 BY: DATE: UPDATED PER 2014 FBC DESCRIPTION: 0 m 0 z REVISIONS 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: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DWG 8: CWS -161 DATE: 05/05/07 REV ..____....... C SCALE: 1:15 SHEET 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE • • •• ••• • • 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16' LAMINATED GLASS r1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE J • • • •• • • • • • •• ••• • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • • ••• • • • • • • • GLASS TYPE B MAX UNIT SIZE MAX POS.DP GLASS TYPE �.- 37" x 63" +67.5 w AIlliniriaiiiiiinajiiii Cuagollz WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT co 0 w W H ADE 112/05/11 ADE ! 03/17/08 BY: !DATE: UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U D7 O Z REVISIONS 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 ................ DWG q: CWS -161 DATE: 05/05/07 REV.: C SCALE: 1:1 SHEET 2 OF 6 ••• • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• INTERIOR 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 INTERIOR SECTION VIEW B -B •• ••• • • • • • •• • • • • • • • •• ••• •• • • • • • •• • ••• • ••• • 0 0 • • • • • • • • • • • •• •• • ••• •• • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• •• • • 0 • • 0•• • • aoloyllg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT ro 1-15 iLi o o o 0 LL W W W 0 ❑ >- F- a ¢ m UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U m Q Z REVISIONS ulrj�� EAi L"p".".. v t No 58201 :?y *;* ;* a 1..„1/ : STATE OF 'kir, • 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 CWS -161 DATE: 05/05/07 REV.: ___......_...._._.._.__ R C SCALE. 1:2 SHEET 3 OF 6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H -6030B FR., CASE., MAIN, HEAD MIKRON PVC 2 H-60308 FR., CASE., MAIN, SILL MIKRON PVC 3 H -6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-60308 FR., CASE., MAIN, JB., LEFT MIKRON 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 PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM 12 GLASS SEE SHEET2 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 PURFECTGLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CWS LEL. (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 P4003 11E BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P4006) ROTO SS 35 P4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38 P4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 39 P4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC 41 P4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) 43 P4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTO ROTO FASTENLE• 4 SS 44 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" 45 P -4031-P4040 TIE -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) HOP• ROTO •• • S§ • • • •• ..SSa • 46 P-4050 RE NF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION 6WEEL• • ALUM • 47 P4043 STRIKE, MULT1POINT M&M NYLON 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS 49 P4491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION aBT6 41• ALUM• 50 P4641 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS FASTEI AL 51 S-1505 REINF. CASE. SASH KEYMARK • SS • •ALU&A 52 S-6064 GLZ BD., 7/8" MIlI3QN •• NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FLANGE FRAME H-60308 PVC SASH H-6008 SCREEN RAIL SIDE/BTM H-1592 3 1/8" 4 1/2" • • • • • • s • • • • PVC FIN FRAME • • • • 1-1-8030A • • • • • ••• • • • ••• • • • • • 1/16" PVC GLAZING BEAD S-6064 21/32" 1/16" FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 alALIVIlUUL 8 WIN *NV SYSTEMS • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.cc COIL, .062 X .656 COIL, .05 X .437 P4491 P-4050 17/32" H1 9/32" 1 11 f 1/16" SCREEN RAIL TOP/SIDE H-1593 3/4-� 11/16" 51 - 3/32" SASH REINF. S-1505 1/2" 1 3"-..........____._...,.{ •{,J f SCREW SUPPORT P-3113 8400 PVC CASEMENT IMPACT w 0 0 LL. w H 1n Y w 0 ¢ 0 0 w 0 w r m UPDATED PER 2014 FBC UPDATED PER 2010 FBC LL DESCRIPTION: v m z REVISIONS 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 DWG 6: CWS -161 DATE: 05/05/07 REV.: C SCALE: 2:1 SHEET 4 OF 6 ••• • •. • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 12 1/2" MAX. 0.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) - 10" _........ MAX. O.C. (TYP.) NOTES: SEE NOTE 2 ANCHOR LAYOUT - (FLANGE' FOR UNITS UP TO 37" x 72" 12 1/2" MAX. 0.C. (TYP.)-- 6" MAX. (TYP.) 6" MAX. (TYP.) — MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8" MAX. 0.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) ANCHOR LAYOUT - (FLANGE' FOR UNITS UP TO 37'x63" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ■ :- SEE NOTE 2 . • • ■ ■ 1 1 • r • 8" MAX. O.C. (TYP.) 4" MAX. (TYP.)--..-.. 4" MAX. (TYP.) 8" MAX. 0.C. (TYP.) SEE NOTE 2 • • • INSTALLATION -�• ANCHOR (TYP.) ■ is --6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" 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 MANUFACTURERS INSTALLATION IN4oLTCTIbm14, `NCIIaRS s!-IAI NOW 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/ IAS OPENING*, BMABIODMENSSHIALL B•E$EYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X W • BUCIS4BETVl12N TIME PI3DIOCT•501JD THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASO NRYi 1' FOR WOOD AND METAL. *• • ••• • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE:RCISTECT OREN1� INE SOF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. SONCRGTE AyhD MOSONB SUB•STFIt1TP•$ ItallOT BE CRACKED. • •• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE! NE B•( OTHERS B(JLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT TEF 103/18/15 ADE 112/05/11 ADE :03/17/08 BY: DATE: UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U DO O z REVISIONS tttttttugttti ns p10REW Ptif q .•�G62ry No 58201 1,15 : .. STATE OF �'kir. SC?:....., » gi.d O lop • \,Z.*:tttttttttttt ;00tttttt !mot 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 & NOTES DRAWN BY: ADE DW G t: CWS -161 DATE: 05/05/07 REV.: C SCALE: 1:20 SHEET 50F6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' / i / <, X �,- Y ANCHOR LAYOUT - (FLANGE' FOR UNITS UP TO 37" x 72" 12 1/2" MAX. 0.C. (TYP.)-- 6" MAX. (TYP.) 6" MAX. (TYP.) — MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8" MAX. 0.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) ANCHOR LAYOUT - (FLANGE' FOR UNITS UP TO 37'x63" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ■ :- SEE NOTE 2 . • • ■ ■ 1 1 • r • 8" MAX. O.C. (TYP.) 4" MAX. (TYP.)--..-.. 4" MAX. (TYP.) 8" MAX. 0.C. (TYP.) SEE NOTE 2 • • • INSTALLATION -�• ANCHOR (TYP.) ■ is --6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" 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 MANUFACTURERS INSTALLATION IN4oLTCTIbm14, `NCIIaRS s!-IAI NOW 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/ IAS OPENING*, BMABIODMENSSHIALL B•E$EYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X W • BUCIS4BETVl12N TIME PI3DIOCT•501JD THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASO NRYi 1' FOR WOOD AND METAL. *• • ••• • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE:RCISTECT OREN1� INE SOF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. SONCRGTE AyhD MOSONB SUB•STFIt1TP•$ ItallOT BE CRACKED. • •• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE! NE B•( OTHERS B(JLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT TEF 103/18/15 ADE 112/05/11 ADE :03/17/08 BY: DATE: UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U DO O z REVISIONS tttttttugttti ns p10REW Ptif q .•�G62ry No 58201 1,15 : .. STATE OF �'kir. SC?:....., » gi.d O lop • \,Z.*:tttttttttttt ;00tttttt !mot 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 & NOTES DRAWN BY: ADE DW G t: CWS -161 DATE: 05/05/07 REV.: C SCALE: 1:20 SHEET 50F6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT --- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE INSTALLATION ANCHOR — SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT ----- BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 L1/4' MAX. SHIM INTERIOR r- ti4" MAX SHIM } MIN. EMBEDMENT SEE TABLE 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 1 MIN. EDGE DIST. SEE TABLE t INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE 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 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" • • s a 1118" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" • • !" • • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" • • • A"• • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4'4.6 • •; 2514: • 4 FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" MN 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" • FLANGE• 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT] KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD • THRU g. 60" : 7/16 • • . • • • FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL•fHREAD• THR�15.125" • • • ��• • FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" • • • MIN. EDGE DIST. SEE TABLE 1 114" MAX. SHIM --- / SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 J -PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER O6 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B16) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. • PFjRIMEEFiiSEALANT--- • Blf INSTALLER • IN61Di 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 =0 AND I CLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • 411114 1/Z" FLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDEIAND OUT, FULL PERIMETER, BY INSTALLER. - PRDDUCI ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Codom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT o ch w r ADE i 12/05/11 0 r` C.3 H 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC 0 a DESCRIPTION: U O Z REVISIONS :R oPN1DR5EW1 4,i,•' 04 S1 . STATE OF : �f .p�.�� O R 1!:;.j;. :` 44. i4 44 1. pMA1 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 DWG #: CWS -161 DATE: 05/05/07 REV.: C SCALE: 1:2 SHEET 60F6 ••• • • • • • • • Y • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • •