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WS-18-1097
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address rnittrk CI Permit NO. WS-4-18- 97 Permit Type: Windows/Shutters ssification: Window/Door Replacem Permit Status: APPROVED Issue Date: 4/2612018 Expiration: 10/23/2018 Parcel Number Applicant 1273 NE 95 Street Miami Shores, FL 1132060144010 Block: Lot: J NEAL WALKER Owner Information Address Phone Cell J NEAL WALKER 1273 NE 95 ST MIAMI SHORES FL 33138-2549 (305)758-2026 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 16,000.00 0 Type of Work: REPLACING 7 WINDOWS & 1 DOOR WITH I No of Openings: 8 Additional Info: REPLACING 7 WINDOWS & 1 DOOR WITH I Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $2.70 $2.00 $3.20 $180.00 $9.00 $12.80 $219.30 Pay Date Pay Type Invoice # WS-4-18-67301 04/26/2018 Credit Card 04/26/2018 Credit Card Amt Paid Amt Due $ 169.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-na ed contra gt T o do the work stated. April 26, 2018 Authorized Signature: Owner / Applicant ctor / Agent Date Building Department Copy April 26, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 Inspection Number: INSP-302541 Permit Number: WS-4-18-1097 Scheduled Inspection Date: August 09, 2018 Inspector: Naranjo, Ismael Owner: WALKER, J NEAL Job Address: 1273 NE 95 Street Miami Shores, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (306)758-2026 Parcel Number 1132060144010 Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 7 WINDOWS & 1 DOOR WITH IMPACT infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Auaust 08. 2018 For Inspections please call: (305)762-4949 Paae 2 of 32 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 Master Permit No. PERMIT APPLICATION Sub Permit No. I BUILDING ❑ ELECTRIC ❑ ROOFING RECP APR 2,6 018 BY:_ I 4t FBC 200 l$- 1c9-7 ❑ REVISION ❑ EXTENSION ❑ RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: \ .13 +V F Gi5 ST ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: 1\—t52-0(9' o \ -L1o\D Occupancy Type: Load: Construction Type: Zip: 3313O Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): S IVt.6,1 WGI \AQW1x Address: 1213 'CIE c155V Flood Zone: BFE: FFE: Phone#(305) 75%- 202 cp n^ n City: I V \ 10��(11\ %lOCQ, State: FL— Zip: 33i36 Tenant/Lessee Name: Phone#: Email: `1,� /� CONTRACTOR: Company Name: AntQir Van-) I rO t �On Phone#: ` —5I3-U5Ill Address: 144o NW V13 }- #5 City: IV1i0ti'f11 State: FL Zip:33II‘1(o Qualifier Name: .-QfQ11r,, c ffl c2-Ozrta'13Qxi Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ,t,y,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 21 Repair/Replace n Demolition Description of Work: R{, g.1111 W‘10( OWS A 1 color W 1t 1 1elac Specify color of color thru tile: Submittal Fee $ So G1; d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's -'Address City ` M.s State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 't . [ ' 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. Signature 4,44 OWNER or AGENT The foregoing instrument was acknowledged before me this a ''' day of Ae L. , 20 18 , by .To 6 AlenL. widR. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY MICHAEL MARRERO Commission # GG 58774 My Commission Expires' December 28, • 020 CONTRACTOR The foregoing instrument was acknowledged before me this �4 4L day of _10,10ik,j Ri c%Q.1gd8Z who is personally known to , 20 .101g , by me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: o;;a::a;, MICHAEL MARRERO Commission # GG 58774 My Commission Expires .. December 28, 2020 'gym„m,• -�- r7J as Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack o . ledgem fier/Owner Signature ISo y►a��iar� Date Print Name pj C f, 4-17) APR2 gY ey)„,_ John Walker 1273 NE 95th Street Miami Shores, FI 33138 •. • • . • • •• •••• • ••• • ••• •••• • • • CWS 8700 Series O • • • • • Lett Active • • • FL14850.1 62-1/2x82-1/2 • • • • • • • • • • • • • • LHA • • • • • •• • • •• •• •••• • • • •• • CWS 8100 Series (3) Single Hung FL16177.1 w/ mull: 1x3 FL9520.1 90-1/4x55-7/8 DLO Egress Bedroom ----) Front Door • • • • • • • • • • • • • •• • CWS 8100 Series Single Hung FL O FL16177.1 w/ mull: 1x3 FL9520.1 129-3/8x55-7/8 (2) Twin Continuous DLO • • WA • • • • • • lPE M1T #: WS 1$-AOGf i Miami Shcres Village — APPROVED BY DATE ZONING DEPT_ BLDG DEPT SUBJECT iO CC.MPIJFNCE WI Pri All STATE ANu CC, LJN iY riUL_S AND REGULATIONS EDERAL • • • •• • • • • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT. AjvjpK'C�� Sv✓41 PFe(,14C31 PROJECT: Jo ti 1 (4)01 lice r. EXPOSURE " D ADDRESS. / 2 7 3 NC gStti S - GPI,,,.; J 6;2.ucts ,i%, 33 3g City State ZIP WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 0 r-1 A 41 CL 0 in 1 0 0 OC to a IA 41 V1 L d 0 N Roof Ele (ft) 15 17 20 22 v. Tributary Area (Sq. Ft) 10 48.6 52.7 49.5 15 , 47.3 51:4 48.2 20 46.4 50.5 47.3 25 45.7 49.8 46.6 30 45.1 49.2 46.0 35 44.6 48.8 45,5 40 44.2 48.3 45.1 45 43.8 48.0 44.7 50 43.5 47.6 44.4 53.7 51.0 52.4. 49.6 51.5 48.7 50.8'. 47.9 50.2 47.3 49.7 46.8 49.3 46.4 48.9 46.0 48.6 45.6 55.3 51.9 53.9 50.5, 53.0 49.6 52.2 48.8 51.6 48.2 51.1 _47.7 50.7 47.2 503' -46.8' 49.9 46.5 56.3 54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 25 53.3 51.9 50.9 50.1 49.5 49.0 48.5 47.7 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52.6, 52.3 28 30 35 54.3 52.8 51.8 '51.0 50.4 49.8 49.4 49.0 48.6 58.9 54.7 59.4 56.1 60.9 57.4 53.3 57.9 54.7 59.4 56.4 52.3 56.9 53.6 58.4 55:6 51.5 56.1 52.8 57.6 55.0 50.8 55.5 52.1 56.9 54.4 50.3 54.9 5L6'' 56.3 54.0 49.8 54.4 51.1 55.8 53.6 49.4 54.0 50.7 55.4 53.2 49.0 53.6 50.3 55.0 40 45 50 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 62.4 59.0 64.0 59.9 65.0 60.9 57.4' 62.4 58.3. 63.4 59.8 56.3 61.3 57.2 62.3 59.0 55.5 60.5 56.4 _6L4. 58.3 54.8 59.8 55.6 60.7 57.8 54.2` 59.2 55.0 60.1 57.3 53.7 58.7 54.5 59.6 56.8 53.2 58.2 54.1 59;1 56.4 52.8 57.8 53.7 58.7 55 60 60.9 59.3 58.1 57.2, 56.5 55 9 55.4 54,9 54.5 66.0 61.8 67.0 64.4 60.2- 65.4 63.3 59.0 64.3 62.4 58.1. 63.4 61.7 57.4 62.6 GENERAL NOTES 61.1 56.8 62.0 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 60.5 56.2 51.5 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. .1 .8 61.0 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. 59.7 55.3 60.6 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 0 A 41 0 tel 0 0 CC U. to d L u7 ar 0 N Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 25 30 35 40 45 50 15 48.6 47.3 46.4 65.1 62.5 60.7 45.7 45.1 59.3 58.1 44.6 44.2 43.8 43.5 57.2 56.3 55.6 54.9 17 20 22 25 28 30 35 49.5 66.3 51.0 68.2 51.9 69.5 53.3 48.2 63.7 49:6 65.5 50.5 66.8 51.9 47.3 61.9 48.T 63.4. 49.4 64.8 So.? 466; 46.0 604 59.3 47'9 47.3 ,67•Z 61.0 .4$$•48.2 •362.1 . 14,149.5 45.5 $. • 46.8 47.7 45.1 59.4 • 46.4 59.0 47.2 •60.1 .48.5 44.7 44.4 56.6 56.0 •••... 46:0 45.6 58.3 57.6 46 8; 46.5 ST3 • Sal 71.4 54.3 72.7 54.7 73.3 56.1 75.2 68.6. 5 .8m 69.8 53.3 70.4 54.7 72.2 66.6 51.8 67. a 52.3 68.1 53.6 70.1 . 6818 63.8 'lie '• 50.4 • 688 64.9 51.5. 50.8 6 .E 65.5 S2.8' 52.1 68.5 67.2 r. 63.8 •50.3' •64.4 =86'0 •61.8 419.4 62.9 •49.8 •63.4 ' 51.1 ▪ 65.1 61G:6(4 4SA • A3b 62.0 61.3 49.4.411A 68.6 61.6 56.7 50!3 64.2 63.4 40 37.6 56.0 55.0 54.1, 53.5 52.9 52.4 51.9 51.5 77.1 74.0 71.9 70.2. 68.9 67.7 66.7 65.8 65.0 45 59.0 79.0 57:4 75.9, 56.3 73.7 55.5 54.8 71.9 70.5 54:2 69.4 53.7 68.3 53.2 52.8 67.4 66.6 50 59.9 58.3 57.2 56.4 55.6 550 54.5 54.1 53.7 80.2 77.1, 74.8 73,1 71.7 70.5 69.4 .68.5 67.7 55 60.9 59.3 58.1 57.2, 56.5 55.9 55.4 454.9 54.5 81.5 78.3 76.0 74.3 72.8 71.6;. 70.5 69.6 68.8 60 61.8 82.8 60,2: 79.5 59.0 77.2 581, 57.4 75.4 73.9 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. 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 2017 STANDARDS date: 10-02-13 drawn by: M.F. REVISIONS: no dote by description checked by: H.M. DWG NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-13100 220 MIAMI, FL 33173 FAX. (305) 262-6978 56.8 72.7 56.2 71.6 *55.8 55.3 707 69.8 ZONE 4O ZONE 5 EMI JAVAD AHMAD FLA P.E. # 70592; EB C.A.N. 3538 Florida'BuildingtCode Online 3/5/18, 3:24 PM der BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications FBC Staff I BCIS Site Map I Unks I Search I 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 FL9520-R7 Revision 2017 n Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Windows Mullions • • • • • • • • • •• • •••• • • • • •••• • • • •• • •••• • • • • • • • • • • •••• ••• • • • • • • • • •••• • •• •••• • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReport836B.pdf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1ND0fxVcZHZ10%3d Page 1 of 3 Florida Building'Code Online 3/5/18, 3:24 PM Referenced Standard and Year (of Standard) 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 Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Florida Licensed Professional Engineer or Architect FL9520 R7 Equiv FL9520 Eouivalencv.pdf Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 • • • • • •• • • ••• • • •••• •••• • •••• • � • • • •••• •• • • • • • • • • •••• • •• • • •• •• • • • • • •• • • • • • •• • • • • • • � • • • • I 'FL # — Model,. Number or Name_ — •. • • Description • • y---j — 4520.1 / 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 Limitations and ---- me—µ `~ Installation Instructions l FL9520 R7 II CWS-836B.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL952Q_BZ AE EvalReport836B.pdf i Created by Independent Third Party: Yes "` Y - Conditions of Use. 9520.2 4" Alum. Tube Mullion 4" 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 Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-837B. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReport837B.pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" 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 Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-838B.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReport838B.pdf Created by Independent Third Party: Yes [Back Next http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypubl ND0fxVcZHZ10%3d Page 2 of 3 Florida Building'Code Online 3/5/18, 3:24 PM Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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 hem. Product Approval Accepts: CreditCard Safe sect] I-lt\':Ml t itiC5 . • •• • • • • • .. • .. . • • • • • • • .. • ••• • • ••• • • • •••• • • • • • • •• • • • •. • • • • • • • • • •• •• • •• • • • .• http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypub1ND0fxVcZHZlo%3d Page 3 of 3 • • ••• • • •• •• •• •• • •• • •• • • •• •• • ••• • • • • •••• •• • • •• •• • •• • • ••• • •• • • ••• • • • • . • ANCHOR CLIP 3" PVC MULL BAR : LAR3E 11AfSSLI: E IMPACT SQO14N t/DrFL•RENT OPTIONS • • • • • • • • • • • • • • • • • • • • ••• • ••• • I I I • • • • • • O • •• • •s • •• • • • • • a4 4 6 O 0 7 O ? O X 4 X 4 X 4 eeee IL ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY 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 ANCHOR CLIP ANCHOR CLIP 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. 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. SHUTTERS ARE 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. EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:12+20:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL No 58201 Wi t! * 43 • STATE OF tut .64`..4'4 0 R 0✓'Axe, �/hp....NA'..... 9/26/2017 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: 09/27/12 DWG/: CWS-836 REV: B SCALE: 1:25 SHEET 1 OF 10 • . ••• • •• •. • • • • • • • • •. •• •• • • •• • ••• • . • •• • • • • • • • • • • ••• •. .. • • . • • • • • • • . ..• Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD Re each end of mullion. HOLLOW or GROUT -FILLED BLOCK equire 1/4" ELCO ULTRACONS. MULL LENGTH (in. 37 42 3/4 • • • • • • 39 80.0 80.0 45 80.0 80.0 51 80.0 80.0 80.0 57 MAIM•••• 80.0 i • • 80.0 80.0 .7s 34* • 80.1) t0.0 • •;OPEt 4J SIZE (in.) B1 >37' • 80.0 • 80.0• • 81.0 • 8015 93 80.0 80.0 99 80.0 80.0 107 3/8 80.0 80.0 114 80.0 80.0 120 80.0 80.0 126 80.0 80.0 132 80.0 80.0 138 80.0 80.0 145 3/8 80.0 80.0 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 53 1/8 - 57 63 65 80.0 80.0 80.0 65.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 65.0 80.0 8001 80.0• • 65.0 • 80.0 80.0 •8819 • 80.0 •65'11 . 68 65.0 65.0 65.0 65.0 65'. d •65!0 • 65.0 80.0 . lots ▪ KC . g5.0 80.0 �•8>7.0 •78.9 1#.0 80.0 80.0 76.6 65.0 80.0 80.0 74.8 65.0 80.0 80.0 72.5 65.0 80.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 65.0 65.0 65.0 • 0910. • •65.0 65.0 65.0 63.5 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, 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 (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. 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. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776 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 TWIN VERTICAL MULLION TRIPLE VERTICAL MULLION x z J LI OPENING SIZE -1 OPENING SIZE II-.- TRANSOM OVER TWIN VERTICAL MULLION 1 1 I- I- Z Z w J M i 3_ -- L I I 1 OPENING SIZE-.i OPENING SIZE TRANSOM OVER TRIPLE VERTICAL MULLION TWIN HORIZONTAL MULLION 5 z a 0 1 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. TRIPLE HORIZONTAL MULLION N z w 70 i i- MULL LENGTH -.( TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE L MULL LENGTH ago m re WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT NFIDENTIAL PROPRIETARY AND 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG N: CWS-836 REV.: B SCALE: 1:1 SHEET 2 OF 10 • • ••• • • • .•. •• •. . • •• . .• •• . •• • • • •• . •• • . • •. • . •. •.•• •. . •. • • . . . •• •• •• • • •.. • . • . . ... Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" fTW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITWTapc1ns into SOLI CONC♦RFE or WOOD perr. ach end of m ullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. MULL LENGTH (in. 37 42 3/4 39 50.0 50.0 45 50.0 50.0 51 50.0 50.0 57 50.0 50.0 • • • • • •pPEMNOTSIZE (in.) ••t9 50.0 50.0 50.0 50.0 i5 3/8• ii40• 50.0 • 81 ♦-50.0 • 50.0 • 87• • s • 50.0 93 50.0 50.0 99 50.0 50.0 110 3/8 50.0 50.0 114 50.0 50.0 120 50.0 50.0 126 50.0 50.0 132 50.0 50.0 138 50.0 50.0 145 3/8 50.0 50.0 48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 53 1/8 57 63 68 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 . 50.0 50.0 50.Q.. 50.0 • 5D•0• 50.0• • �0.OG 50.0 .50.0 . • 5l.0 • • 59.9.. • 50►0 : 5:.0; • 51P • se.0• 50.0 • 500 sdd• 41:1•0 •50.0 SUp 50110 •bb.o 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 50.0 50.0 50.0 49.8 44.0 50.0 50.0 50.0 47.6 50.0 50.0 49.4 50.0 50.0 47.3 50.0 50.0 50.0 48.1 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (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 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 TWIN/TRIPLE VERTICAL MULLION OPENING SIZE -�•I HORIZONTAL MULLION 0, (7 z a 0 L SINGLE TWIN OR TRIPLE UNITS BELOW MULL LENGTH-•i 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. agony WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT NFIDENTIAL PROPRIETARY AND C `.JGP`", 6EH4G�y• F • t No 58201 \ 13 2 *• * :*Fro '▪ Scc; STATE OF l�( •q`r3fOM A ;,,, 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHART INTERSECTED MULLS DRAWN BY ADE DATE: 09/27/12 DWG M: CWS-836 REV.: B SCALE: 1:1 SHEET 3 OF 10 • • ••• • • • ••• •• •• •• • • •• •• • • • • • • • •• • • • •• • • • ••• •• • • • • • • • • • • • • ••• • • • C. ••• ITEM PART t DESCRIPTION 1 2 3 4 H-1758 1 3/8" x 3" MULLION TUBE 0 • #10 OR #12 HEX WASHER HEAD TEK SCIIIEWi "(see note below) #10 x 1 1/2", PANHEAD PHILIPS ZINC • • #10 FLAT WASHER • • • • 7 S-1897 MULLION CLIP • •• Llli€ TEMS 2 •• • • • • •• • • • • • • • • • • • • • • • ••• • 8 SEALANT 9 S-1895 DRIP CAP 10 11 13 14 15 S-1896 S-6018 P-3486 F-1522-013 F-1522-006 FLANGE ADAPTER MULLION INTERIOR COVER MULL BAR CAP •• • • • • • • • • ••• • • • • • 3" SLOTTED NEW CONTRUCTION FIN MULL CLIP• � � • 3" SLOTTED T-CLIP • •• ••• •• • • • • . • • ••• • • . •• • • • • • • • • • ••• •• 16 F-1767-001 L-ANGLE 3" MULL CLIP, STANDARD 17 F-1767-004L L-ANGLE 3" MULL CLIP, FIN, LEFT 18 F-1767-004R L-ANGLE 3" MULL CLIP, FIN, RIGHT 19 #10 HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW " USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 3/4" 7/16" tl � 1/16" MULLION INTERIOR COVER S-6018 1 3/8" 3" MULLBAR H-1758 1/2" 1 va" LI 1/16' - 1/16" DRIP CAP S-1895 FLANGE ADAPTER S-1896 11/16 1/7 13/16" L II II II TOP VIEW 1 3/16" 21/16" MULLION CLIP S 1897 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR TYP. FIN FRAME DETAIL A 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 9/32 1.-1 7/16" i } 1 13/16" O 1/4" (TYP) 1 3/16" FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) FLANGE NEW F-1522-013 F-1767-001 RETRO F-1 522-006 F-1767-001 FIN NEW F-1 522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) ado SYSTEMS [ r WINDOW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1 522-006 F-1767-001 —1 7/16" -.1 r 9/32: 2 7/16" (1 15/16"I } 1 13/16" 4 1/8" 5/8" 1 3/4"L 1 3/8 -.-i 1/8" 4 7/8" F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION 2 3/16" 1/8" 4 7/8" f �i F-1522-006 RETRO / FLANGE CLIP 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL nnp# ,����`aPt3ORE W it O�i No • 58201 ": P s. E*• * * �P STATE OF PTV/ 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 09/27/12 DWG #: CW S-836 REV.: B SCALE 1:2 SHEET 4 OF 10 • • ••• • • • ••• •• •• • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • - • 000 • • • • 00, • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • •• • • • 1/4' (TYP) 7/16" (TYP) 3/8" 1 5/8" 1/2" 2 3/4" 5" "L" ANGLE 3" MULL CLIP, FIN (LEFT) F 1767-004L OUTSIDE • • • • ••• •• • • "L" ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767-004R FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 FIN NEW F-1522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) ago SYSTEMS✓� WINDOW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 !OUTSIDE' "L" ANGLE 3" STANDARD MULL CLIP - F-1767-001 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL Ow0 Qw1p zOz ¢-- .7t >-0 3I �w z3 OIpa¢w0Q Ti_ cc Z—W—zFDct COD Ozooz_ H—lal?1 LO 2aOFrFO— 00 rnow AW w QO�u~) a _ ~ ¢ LLI w 1- LL CC 9/26/2017 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: 09/27/12 DWG♦: CWS-836 REV.: B SCALE: 1:2 SHEET 5 OF 10 • •• • • • • • • • ••• • • • • • •• • • • ••• • • • • ••• • • • ••• • •• • • • • • • • • • .•• SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION •• • • • • • • • • •I • • I •• • • • • ••• • •• • • • • • • • • • I• •• • 06 AA HORIZONTAL MULL BAR SECTION FLANGE FRAME WINDOW • • • • ••• •• • • • •• • • •• • • • • • • • • • • • • • • ••• • • •• ••• • •SE ItIND FLANGE PJ1 RIO/�FTACHING Tb MUCLIOA • • • FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL 06 AA HORIZONTAL MULL BAR SECTION FIN FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER 0s AA VERTICAL/HORIZONTAL MULL BAR SECTION BOX FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) B VERTICAL MULL BAR SECTION 6 FLANGE FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) B VERTICAL MULL BAR SECTION 6 FIN FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR DETAIL B C in C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT NFIDENTIAL RIETARY AND S. J,,,,,pµORE/pJi i, - : No 58201 :1Sr. STATE OF )j) �•,•,BiONA, **;,0, 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BY: ADE DATE: 09/27/12 DWG#: CWS-836 REV.: B SCALE: 1:2 SHEET 6 OF 10 • • ••• • . • ••• .• .• • • •• • .• .• , • • . • •. •. •. . • . . • • • • • • • • • . ••. • • • • • • • • • • SEE NOTE 1 A TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 11/16" MAX. EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) SEE NOTE 4 07C 5' HORIZ. TO 3' VERT. MULLBAR SECTION FLANGE FRAME WINDOW O O 4" MULLBAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 11/16" MAX. EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) 07 CC 4' HORIZ. TO 3" VERT. MULLBAR SECTION RANGE FRAME WINDOW SEE NOTE 1 SECTION VIEW A -A SEE NOTE 4 11/16" MAX. EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) 07 C 3" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (OTY 1), AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (Le., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE 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. Criagon WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL O�...'Pt80 RE ►y ,rG'��i jd:•NoE�BF. Pyc�� 58201 •:1I ire • P STATE OF ......oNA ... 9/26/2017 4aiC 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: 09/27/12 DWGI. CWS-836 REV.: B SCALE: 1:2 SHEET 7 OF 10 • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • •• ••• • • • • ••• • • •• • • • •. •• • •• • • • ••• TWIN • • • • • VERTICAL MULLION • • • • • • • • •W •J •a • • • 2 • II I •,. F� OPENING SIZE-1 TWIN HORIZONTAL MULLION W CO z z 0 NOTES: MULL LENGTH -_I •• • •• OPENING SIZE TRIPLE HORIZONTAL MULLION • • • TRANSOM OVER TWIN • • • • • • VERTICAL MULLION 0 J r 0 J LII LI I-� OPENING SIZE H TRANSOM OVER TRIPLE VERTICAL MULLION TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE 0 w 0 0 MULL LENGTH —.-I MULL LENGTH OPENING SIZE F� TWIN/TRIPLE VERTICAL MULLION x H 0 z W 2 L OPENING SIZE H 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. HORIZONTAL MULLION SINGLE TWIN OR TRIPLES UNITS BELOW 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 MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED 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 SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8.•SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT ONFIDENTIAL PRIETARY AND a z�- 9/26/2017 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 BY: ADE DATE: 09/27/12 DWG*. CWS-836 REV.: B SCALE: 1:1 SHEET 8 OF 10 • • ••• • • • ••• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 •• •• I,*• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• • • • •• • • • • • • • • • • ETRdF1T• • • • • • • • • r-"L" ANGLE MULL BAR CLIP MULL BAR CLIP 0 VERTICAL SECTION TWO REQ'D PER EACH END OF MULL MULL BAR MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" FTW TAPCON 1" 3" CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1-3/4" 1 HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON W 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" fi N TAPCON OR ELCO ULTRACON 1-3/8" 7/8„ 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK-FLEXOR rTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16 11,8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 _I MIN. EDGE DIST. SEE TABLE 1 0 VERTICAL SECTION TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Cg i;iC [II WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL No 58201 :11 t• • :*F P STATE OF LLUZ ••,sNA„,,,,,`, z�- 9/26/2017 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: 09/27/12 DWG#. CWS-836 REV.: B SCALE: 1:2 SHEET 9OF10 • • ••• • . • ••• .• •• . • •• • •. •• • • • . • •• •• •• •• • • • • • • •• •..• •• • •• • • •• •• • •• •• • • • ••. . •. •• • • ••. 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 • • • •• • • • • • • • • •• • • OOOOO • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • . •• ••• •• • • • • • • • • •• • • • • • • • • •• RETRO FIT MULL BAR CLIP VERTICAL SECTION INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE 8Y INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 "L" ANGLE CLIP TWO REOD PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 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. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Ocean, WINDOW SYSTEMS [ (Pi 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .0 W S.CC 3" PVC MULL BAR IMPACT ONFIDENTIA PRIETARY AND a_ OOOO �Os' y ORE T Sri ����C� r O E N S''•:��Q�4 No 58201 :11 *;*� E � Fa: 13 STATE OF �S4`•T OOOOOOOOOOOOO .#rs6pfONA; rc‘4%‘‘‘‘ 9/26/2017 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: 09/27/12 DWG it: CWS-836 REV.: B SCALE: 1:2 SHEET 10JF 10 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836B September 26, 2017 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474• . • . • .. . • .... •... . .... Statement of Compliance: This report evaluates the above -listed product per the requD eynents of F.AC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the regrasements o£.the.6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. 'Fhaproduct<est}rsg standards performed are outlined below. • • • • •• • Technical Documentation: . . . 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North l;ort, FL 2) Approval drawing CWS-836B, signed and sealed by Lucas A. Turner, P.E. • ..• • • • 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National Certified Test1' • • • Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996- 04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836B, signed and sealed by Lucas A. Turner, P.E. . • Installation: Units must be installed according to approval document CWS-836B. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836B, using clips as shown in CWS-836B • 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. Lucas Turner 2017-09-28 07:30+20:00 ♦�� taORE'' W•t,, -7 No 58201 9/26/2017 ▪ * , * = * Lucas A. Turner, P.E. O STATE OF :W FL PE #58201 Florida Building Code Online 3/5/18, 3:03 PM FLORIDA. DCPAPTMCNT OF Business & Professional Regulation (112D ► OFFICE OF,THE k SECRETARY.'--; rOSPR HONE OBPR DIVISIONS CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL16177-R2 Revision 2017 'Approved •••• • • • • •••• • • • •• • •••• • •••• • •• • • • •••• •• • • • • • • • • •••• • •• •••• • • • • • •• •• •• • 0 • • • Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Windows Single Hung • • • • • • • •�• • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE re Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.p f http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d Page 1 of 2 Florida Building Code Online 3/5/18, 3:03 PM Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •••• •• • • • • • • • • •••• ( •• • • •• •• • • • • • • • • • • •• • • • • •• • • • • • • • • • •• • • • • • • • • • • • • •• • FL # — Model, Number or Name ----- -- Description - ---- — 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer Ilte above 30,ft. In HVHZ. G� lases____ Installation Instructions FL16177 g2 11 CWS-812C.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R2 AE EvalReport812C.pdf I Created by Independent Third Party: Yes complies to ASTM E1300 04.• Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click Lem. Product Approval Accepts: ME Credit Card Safe SCC11 il1',%IhI'ItIC's. http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvyf4ngAXh10y8OtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d Page 2 of 2 • • ••• • • • ••• •• •• • •• • •• •• • • • • •• •• • • • • • •• • • • • ••• •• •• •• • • •• •• • • •• • • • ••• • • • • • ••• SINGLE.HUNG - LARGE MISSILE IMPACT • • • • •• •• •• •• • • • • • • •• •• •• •• •• • •• •••• •• • •• •• •• •• • • •• •• • • •• •• • • • ••• • ••• • • • • §4 1/8" 41AX. Q1FRAL` 4.4NGE k1/ipTH •j-•r1—• 51 j/8"MAY. Ur%i W IDTI ` I• • • • 4' 11616".GLASS DLO •� • • • • • ••• •• A • 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT B 26 13/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X e e 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 'EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A 45 1/16 GLASS DLO 48 3/8" MAX. SASH WIDTH 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: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 1 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 Diatom r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT PRIETARY AND CONFIDENTIAL ¢ a OOOO OO, Pr1DRE ���VQ•'•‘O �G E N SF:4QyiL J: No 58201 "• A *= 1 STATE OF ;41` %,<Cse �0Rtq�o•OOOOO'`�••ttttttttttttt ZZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV.: c SCALE 1:15 SHEET 1 OF 6 • . .•• . . • .•. .. •. • • •• • .. •. • • • • • •• •• • •• • • . •. • . •• •.•. •. . •. • • • • . . • . ••. • • • • •• •• • ••• .•. ••• .. OOOOO • •• • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• . . . •• .•• •• • • • • • .• • • . • . ••. .• FIXED LITE • 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE SASH LITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 cda( iiI C WINDOW SYSTEMS 4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL L 2 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG,: CWS-81 2 REV.: C SCALE: 1:1 SHEET 20F6 • . .•• • • • ..• • .. •• . • • .• . • • . . • . . •. • . . •. • • . • •.. . . •. • • • . . . • . .. • . . . • ... • • •.. .. • • • •• • • . • •• • . • • • • •.• • • • • • • • • • • • • • • • • • SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • . . . INTERIOR INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WIN/11 rWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 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: BAT DATE: 06/18/12 DWG.: CWS-812 REV.: C SCALE: 1:2 SHEET 30F6 • • ••. • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • • ••• • • •• • • • • • •• •• •. • • .•• • •. • • • • • • PARTS LIST ITEM 2 3 4 PART# H-6031 H-6031 H-6031 H-6031 DESCRIPTION • VjNDOR Main Fr., SH, w/Flg., PVC, Head • b Mikron Main Fr., SH, w/Flg., PVC, Sill . • elijirgn • Main Fr., SH, w/Flg., PVC, L. Jb. • • Mikr•n Main Fr., SH, w/Flg., PVC, R. Jb. • Mikrbn MAIERWI •Vi I • V1r*1 •Vinyl • 6 8 S-1577 H-6027 Impact Hook Keymark Sash Meet. Rail, PVC Mikron Alum Vinyl 9 10 12 13 14 H-1497 H-6028 H-6004 S-1498 S-6064 Reinf. Sash Meet. Rail •fieyrnark• Sash Bottom Rail, PVC • • MilQ ` Sash Side/Top/Bot. Rail rMikson • • • • • Glz. Bd., 7/8" Mikron • Reinf. S.B.R./S.S.R /glum • • ViltyI • • Vinyl � • • • 'inyl • 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 20 S-6014 S-6029 Scm. Adapt., PVC, Vert. Mikron Sash Stop / Filler, PVC, Vert. Mikron Vinyl Vinyl 23 24 H-1699 P-2190 Reinforcement, SBR Keymark Balance BSI Alum 25 P-3059 Sash Cam, PVC BSI Plastic 26 P3046 Take Out Clip BSI SS 27 P3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 40 44 P-4051W P-4264W P-3342 #8 x 1.250 Ph FH TEK, Wht. Hub City #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Seam Sealer, SM-5504 Schnee Steel Steel 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 66 P-3581 P-3228 Screen Cloth, 18 x 16 Fiberglass Betterwe Screen Spline, .155 Dia., BIk. Dapa Fiberglass Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 72 H-1836 S-41Ot 3 Alum. Fixed Rail Keymark Cofer, Fixed Rail Mikron Alum Vinyl 73 74 S-1112 P-3541 Reinforcement, Impact Hook Keymark #8 x 1/2", Pan Head, TEK Fastenal Alum Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 •• •• • 2 11/16" 11/8 • • • •• ��JI • • • • • • • • PVG FRAME FLANGE-6031 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1/16" REINF., IMPACT HOOK - 1112 1 5/16" 7/8" 1/16" PVC SASH STOP - 6025 3/4" 3/16" 1 T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" IMPACT HOOK S-1577 PVC SASH BTM. RAIL-6028 1 3/16" 1/16" PVC SASH SIDE RAIL - 6004 1/2" , 1/8" 1/16" PVC SCREEN CATCH - 6013 3/4" 15/16" —1/16" REINF. BTM RAIL-1699 5" 1 PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 5/8" 1 J� 1" 1/16" REINF. REINF. TOP RAIL-1497 1/2" 3/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 C®/ii l./ �r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 1/4" I_ 7/8" II PVC GLAZING BEAD-6064 3" SCREW SUPPORT-3113 PROPRIETARY AND CONFIDENTIAL ntthr� ttttp tttsoREW tT O,, ,J�'?.'. E fY SF G,py . • No 58201 :11 11 ** ,*= Ell : ▪ P ; STATE OF " 4r= Ve 0R1C.1:. r�Pttttttttttttttt 9/22/2017 LUCAS A.:TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DATE: 06/18/12 DWG#: CWS-812 REV.: C SCALE: 1:2 SHEET 4 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • • • • • • • • • • • . • • •• • • •• • • • • • 000 • • • • • • • • • ••• • • • • • • •. • •• • • • • ��•".0AX.=1 .) • ; . 1 • i'i�X. �Yp.)— •. • • •'• •• • • • •• •• 10.1• /? • • • • • • • • 4MAY•Q.C. • (Ti(P ) • • • 1-•-• •• • • 4" (TYP.) I r 101/2" MAX. O.C. (TYP.) 4" (TYP.)- 4" (TYP.) 7 1T MAX. O.C. (TYP.) • • 0 X NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE1 SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .0 W S.CC 8100 PVC SINGLE HUNG IMPACT PRIETARY AND CONFIDENTIAL z z3 ow°ww0 awO zoz ¢L�F_ F-W z,32 Z=2Q¢WOO OF-O Q=F¢ O co F' Z a F- co D- z- zl-mm OZoOjZ7U F--u- OOWZ cc cc OommoWcoW w O WOco al 1- a ¢a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV.: C SCALE 1:15 SHEET 50F6 • • •• •. • • . •• • • • • • ••• • . • ••• . •• • •• •• • . • • • •• •• . • . • ••• •• • • • • • . • • a • • • • • • • • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE • • • • • • • • • •• • • • • •• • • • • • • • • • ••ION. EDGEOIST.• • • • • • • :EE TABLE 1 • • • • • • • • • • • 1 MIN. EMBEDMENT • •SEiTAB(,E1 •• ••• •• • • OOO • • • • • • • • • • • •• •• 1 /4" MA)CSHINP • CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 06 AA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MN.) - 3/18" ELCO ULTRACON _ 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK-FLEX OR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 0 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS e 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL �S'PttOREW 1-47i �,§); ;:k°ENSi:%:?:G� No 58201 10 Tr. A '*= :roi iaa S O" STATE OF ;LUZ 1, ��1FsA.O O R 1 1.'."ttttttttttttttttt i 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG it CWS-812 REV.: C SCALE: 1:2 SHEET 6 OF 6 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474.. • .•• • . • • • • • .•• • •••• Statement of Compliance: This report evaluates the above -listed product per the retiti4rements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the recditeints otPI a 6`1 to Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. TModuct 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-812C, signed and sealed by Lucas A. Turner, P.E. .. • 3) Test Report NCTL-210-3815- I A, -2, and -2A, by National Certified Testing Laboratories,•. •. • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:11+20:00 REW _ogisiset:814, y—`�i,•• No 58201 ;1 *: **= �1.4 : STATE OF : W. z% 8/29/2017 O . Lucas A. Turner, P.E. • •••„ NA ,0 FL PE #58201 i T Florida Building Code Online 3/5/18, 3:42 PM LORIOA 'VAY DOPARTMLNT OF "" BusineeEtss&Professional ■ oBPR HOME ABOUT OBPR 08PR DIVISIONS CONTACT 08PR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FRC Staff I BCIS Slte Map I Unks I Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL14850-R3 Revision 2017 Approved 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 jlathrop@cws.cc Ext 291 Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • . • • •• •• .• • • • • • • • • • • • • • • • •• • •• • • • • •• • Exterior Doors Swinging Exterior Door Assemblies • •• • • • • • • • •• • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lucas Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE L2l Validation Checklist - Hardcopy Received FL14850 133 COI EvalReoort641C.p�if • http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f4OfQfg%3d%3d Page 1 of 2 Florida Building Code Online 3/5/18, 3:42 PM Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 • 0 •• • • • • •••• • • • •• • •••• •••• • • � • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • FL -St - - - Model, Number or Name - Description— - 1 14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14850 R,3 II CWS-641C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas Turner 58201li Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w/ Sidelights, Max. French FL14850 R3_AE_EvalReport641C.pdf Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', Created by Independent Third Party: Yes "" — -"-"-'- -- - - - `�`-' DP`+/:-70 psf. Glass complies to'ASTM,E1300-04.-'—'-' -_ Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card ° `Safe scCII fll-v.\I t"I iti1 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d Page 2 of 2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • • • • •• •••• • • •• • • •• • • •• •• • • • ••• • •• •• • • ••• 9 37 5/8" MAX. PANEL WIDTH 26 5B" GLASS DLO SWING DOOR & SIDEUTE - LARGE MISSILE IMPACT • • • •• •• •• • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • 79" MAX. FRENCH DOOR WIDTH f • • • • • • • 36 4/16" MAX. •• •• • • • •• ••• • 7„ AX. NIT EIGHT 95 3/16" MAX. PANEL HEIGHT C X X 84 3/16" GLASS DLO SEE NOTE IF 4 1 11 1 FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM.. 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 • • SIDELITE WIDTH 33 5/8" MAX. eiNEL WIDTH 22 5/8" %ASS DLO • • • • ••• •• FLUSH BOLT ON INACTIVE PANEL 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT 84 3/16" GLASS DLO SEE NOTE 4 A SINGLE DOOR 0 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. 8 1/2" 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 6'8": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 6. ANCHORAGE: THE 33 1 /3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE37-5/8" x 95-3/16" _ +/- 70 PSF LARGE MISSILE IMPACT FRENCH SIDELITE 33-5/8" x 94-5/8" - LucasTurner 2017-09-22 13:18-04:00 V1146(J1(y®„, e WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT NFIDENTIAL PROPRIETARY AND S"p " 4.00 R 10 1:c,‹* ,,s,/ONA11,, ,,,, �puungh �,,,,,,,, :�: No 58201 "•9: *= STATE OF ..471 * z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG t: CWS-641 REV.: C SCALE: 1:35 SHEET 1 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • 4109 • • • • 000 36 3/16" MAX. SIDELITE WIDTH 33 5/8" PANEL WIDTH • 151.3/8" MAX. Ul1NT WID=FO — • • MAY• FRENCH DOOGI VI TH • • • • • • • ••• • • • • • • • • • • • • • • 37 5/8" Iv ,X. -{ • • • • • • • • PANEL WIDTH1 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS DLO 0 •• • • • • • • • • • • •• • SEE NOTE 4 SHT 1 1 • •• • • • • • • • • • • • • • • X FLUSH BOLT ON INACTIVE PANEL • •4 •• • ••• •• 0 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO h22 5/8" �I GLASS DLO 1-.26 5/8" GLASS DLO FRENCH DOOR w/SIDELITES MAX. 1153/16" MAX. UNIT WIDTH 36 3/16" — SIDELITE WIDTH 33 5/8" MAX. 79" MAX. FRENCH DOOR WIDTH PANEL WIDTH - 37 5/8" M/ DOOR WII 17" AAX. -NIT -EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8„ j fI 0 X X FLUSH / BOLT ON INACTIVE PANEL 84 3/16" DOOR GLASS DLO 953/ PANT HEIC SEE NOTE SHT t 4 1 1 22 5/8".- 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" HT 363/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 763/16" MAX. UNIT WIDTH 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS DLO 0 SEE NOTE 4 SHT 1 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO 122 5/8" GLASS DLO 26 5/8" GLASS DLO SINGLE DOOR w/SIDELITE Cgaganir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PRIETARY AND CONFIDENTIAL cc a �p u■apg �`��,..W T Lei Jt No 58201 • A *: * "*= sroi eat T•• 9 : STATE OF ; 4/ � W �OROrOV ttttttttttttttt 0/22/2017 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/OB/11 DWG is CWS-641 REV.: C SCALE: 1:35 SHEET 2 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • 000 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 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH • • •• • • • • • • •• • • • • • • •• • • • ••• • • • • • • • • • • • • • • ••• • ••• • •$1/,, NOTE: rt1IIN�c SPI,GINGS• • • • • • i' EN S N ROML • • • 21 5/V6" S rN 1,5/1 • • • •MAIIX. QC..UP•TO• • • • •81"UNIT HEIOHTS•• •• SINGLE DOOR 8 1/2" 151 3/8" MAX UNIT WIDTH — 37 MAX. 79" MAX. FRENCH DOOR WIDTH 5/8" PANEL WIDTH 26 5/8" GLASS DLO .- t 11" AA X. JNIT -EIGHT 79 3/16" PAHEIGHTNEL 683/16" GLASS DLO I IA J X FLUSH BOLT • X 1 NOTE SHT ►• I}SEE 4 1 79" MAX. FRENCH DOOR WIDTH 37 5/8" MAX. -{ PANEL WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO 0 X SEE NOTE 4 SHT 1 C FLUSH BOLT 0 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO t1 1-.22 5/8" GLASS DLO 26 5/8" - GLASS DLO FRENCH DOOR 363/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 363/16" 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 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO 0 O FLUSH BOLT 0 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO h22 5/8"�I GLASS DLO 26 5/8" - GLASS DLO FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES WIN®111 K WINDOW SYSTEMS �� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL ,,ptln4r y ,,,,, P14ORE W T 4 9 G#i ot , : No 58201 "• *E IleS • rf 9 t STATE OF /41� SC). ti*4 o a, oGro�14 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS-641 REV.: C. SCALE. 1:35 SHEET 3 OF 12 • • •• •• •• • • • • • • • • • • • • • ••• •• • •• •• • • • • • • • • ••• •• • •• • • • •• • • • •• • • • ••• QUANEX DURASEAL IG SPACER • • • •• • • • • • • • • •• • • • • • • • • •• • • • • • ••• • • • • • • • t =" OVEI,9Li • • • • • • • ••• • • • • • •• GLASS TYPE A 3/16" TEMPERED 5/16" AIRSPACE • • • •It p•►�• ••• •• :/�•�.'•�.I"`T� i i• •• • :/1at 4N4L r. :• • • • • • • ••• •• 105 DUPONT PVB INTERLAYER �3/16" ANNEALED SIKA - SIKAFLEX 552 or QUANEX DURASEAL HENKEL - PURFECT GLAZE "H" IG SPACER . HENKEL - PURFECT GLAZE "H" 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 81" A A A 97' B B B ,Q9Q SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 or 3/4" GLASS BITE 3/4" GLASS BITE GLASS TYPE B r SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PRIETARY AND CONFIDENTIAL cc a zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 09/08/11 DWG A. CWS-641 REV.: C SCALE: 1:1 SHEET 4 OF 12 • • • •• •• • • • • • • • • • • • • • • • • •• • •• •• • • • • • • ••• •• • • • • •• • • •• • • • • • • • • • •• • • •• • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • 11 • • • • • • • • • • INTERIOR SECTION VIEW A -A • •• OOD INTERIOR SECTION VIEW B-B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 1 •psi• NNE ALTERNATE 2 1 MULTIPOINT LOCK CalatOM III WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT ONFIDENTIAL PRIETARY AND a zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DATE: 09/08/11 DWG it CWS-641 REV.: C SCALE: 1:2 SHEET 5 OF 12 • • ••• • • •• •• • • •• • •• • • • • • • •• •• •• • • • • • • ••• • • • •• •• • •• • • • • • • • • • • • • • • • • • .• • • • •• • • • • • • • • •• • • OOOOO • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 •• • • • •• • • • •• • INTERIOR SECTION VIEW C-C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 CadAgb/11 C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL OOOO P`OPNORE I "f 7 O�i E Jr • • No 58201 '11 * * *' 1•90. STATE OF j tor. �i��ll� A.�OR10 0•.•tttttttttttttttt zz 9/22/2017 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 d: CWS-641 REV.: C SCALE: 1:2.5 SHEET 6 OF 12 • • •.. . • • ..• • •• •• . . • •. • • • • . •• •• • • • • • • • . ••• • • •• • • • •• • •. •• • • • ••• • •• •• • • ••• • • • •• • • • • • • • • •• • • OOOOO • •• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • ••• • • .. • • • •• ••• •• INTERIOR SECTION VIEW D-D • • • •• • •• • • • ••• .• • SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 INTERIOR SECTION VIEW E-E SEALANT APPLIED TO 15 ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 WINDOW EMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT NFIDENTIAL PROPRIETARY AND ♦�`,,, p,1•t?REW TG04 ♦♦♦��.��GENSF•.�P,y�i No 58201 •'T * * '*S T•13 STATE OF �4/4: • ��iF �OR10�'O�ri OOOOOOOOOOOOOOOOO 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG 1: CWS-641 REV.: C SCALE: 1:2 SHEET 7 OF 12 • .. • • • • • • • • • • • • • ••• • • • •• •• • • • •• •• • • • •• • •••• •• • •. • •• • •• • • • • • • • • • • • • • PARTS UST PARTS LIST % p)j/7jJ� �`i'CItMY(LIIU��i WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC rm. ITEM PART# DESCRIPTION • . MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR 1 H-1833 _ MAIN FRAME, HEAD" • • • • • • • • • pL�l KEYMARK 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 2 H-1857 ASTRAGAL, INACTI\, co, Na • • • • • • ALUM KEYMARK 52 P-5134 SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL, ACTIVE!FDL, PVC • • . • . �U$A KEYMARK 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS 4 1-1-1860 REINFORCEMENT, VETIT. . • • • • • • • ACM 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 870Qh Q�U PVC SWING DOOR IMPACT 6 H-1878 MAIN FRAME, SILL ALU KEYMARK `'6 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 7 H 1880 MAINFRAME, JAMB • • • • • • •. • •{SLUM KEYMARK 57 P-5174 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME FASTENAL 8 H-1881 •• MAINFRAME, SIDELITE ®DO�' ° ' • • ° •• • ALUM KEYMARK 58 P-5186 SCREW #832 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 9 H-1900 MAINFRAME, SIDELITE @:Ant, HEAD, SILL• • • • ALUM KEYMARK 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 10 P-3039 SETTING BLOCK, 85 E. 1/8•X 1;X ? : • • RUBBER FRANKLOWE60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 11 •' • • • I SIKAFLEX 552 or PURFECTGLAZE "H" • SIKA HENKEL 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP - 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. 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, FASTENAL 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 15 P-3767 @ INSERT,LOCK SCREW, #10 X HEX FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 16 P-4146 1" HEAD, TEK @ SIDELITE FASTENAL 66 S-1859 COVER, ASTRAGAL FD ALUM KEYMARK SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL FASTENAL 69 S-1915 BASE, SWEEP ALUM KEYMARK 19 P-4774 WSTP, BULB/LEAFS, PANEL AMESBURY 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 20 P-4790 FLUSH BOLT, ASSM, TOP/BIM SULLIVAN 71 S-6083 PANEL TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 21 P-4794 SCREW #8 x 5/8" SQ.FLAT TEK @ INSERT ATTACH FASTENAL 72 S-6083 PANEL TOP/BTM RAIL, SIDES-SIDELITE PVC MIKRON 22 P-4802 ALL THREADED ROD (TIE ROD) McMASTER 73 S-6084 GLAZING BEAD (1") PVC MIKRON 23 P-4807 HINGE, GUIDE HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 24 P-4808IP4809 HINGE, SET HOPPE 75 GLASS SEE SHEET4 25 P-4814 WSTP, .50X.750 FOLDED BULB SEAL, @ SIDELITE AMESBURY 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK , �°P�CRE 3F�G'Qj 4� : J ;' . O.� No 5A201 �:1) s s :II VID STATE OF , 44: ' O . �4,& �'4�c�ti'�� O R 1��'' ����� ,0.�Ss�OkA ;E , X� 9/22/2017 26 P-4863 K IKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK 27 P-4864 RHHINO STRIKE PLATE PADDOCK 28 P-4866 GUIDE, TIE ROD NYLON M&M o 29 P-4871 11E ROD BRACKET ZINC SUIIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM PADDOCK \ 32 P-4851 LOCKBAR, INACTIVE, 8 FT PADDOCK \ 32 P-4884 LOCKBAR, MULTI -POINT, SPT, 8 FT PADDOCK 32 P-4901 LOCKBAR MULTI -POINT, 4PT, 6'8 FT PADDOCK \ 32 P-4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK \ 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 P-4905 HANDLE SET, INACTIVE PADDOCK 35 P-4913 WSTP, .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P-4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M HEAD SILL 38 P-4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 • P-4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 43 P-4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER SHEET DESCRIPTION: BOM 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P-4936 DOOR KNOB, ACTIVE PANEL * DELANY 46 P-4937 DEADBOLT, ACTIVE PANEL ' DELANY DRAWN BT. ADE DATE: 09/08/11 47 P-4969 SCREW, #10 X 2" REINF. ATTACH. FASTENAL 48 P-4997 STRIKE, DEADBOLT PADDOCK 49 51 REW, #12 X 2", PH PAN, SMS, ANCHOR FASTENAL DWG I: CWS-641 REV.: C 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS " ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: 1:1 SHEET 80F12 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • 4 9/16„ DOOR HEAD-1833 49/16" 1 1/16" 21 /2' 2 1/16„ 1 3/4" .. •. • •• • • •• • • • • • • • • • • • • --1/16" •• • • • •• • • • • • 41/4 • • • • • • ite 1 1-•- 1 /16" DOOR SILL-1878 DOOR JAMB-1880 4 9/16" SIDELITE-1881 SIDELITE-1900 `© NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 5/16" PVC DOOR PANEL 6083 REINFORCEMENT - 1861 [- 1111/2" — J 2 15/16" 1/16" REINFORCEMENT-1860 3" ASTRAGAL COVER-1859 4 5/16" REINFORCEMENT - 1857 REINFORCEMENT - 1858 j--11/2"�j 215/16" REINFORCEMENT - 1862 INSERT, INACTIVE PNL -1849 THRESHOLD - 1783 FRAME COVER 1806 r 2 3/8" 3/4" 1/16" SIDELITE COVER - 1816 BASE SWEEP - 1915 13/16" — 1/16" INSERT, BACK - 1865 9/16" 11/16„ 1/16" INSERT, FRONT - 1864 HEAD COVER - 1840 5/8" 3/8" FILLER - 1784 5/8" 1 1/16" PVC GLAZING BEAD - 6084 1 1/8" 5/8" 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 asflo ni WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT ONFIDENTIAL PRIETARY AND cc a Z 3 aZ3 ow0 aw000 rzw zoz m-- au3>O¢3m zxma¢wp0 01-OLja=�Q Oco%z -y0. z� z -Dcn 1--OvizOu-O < w-IOz Oroccoowyw z=w ¢Otn a _~z w=ww 1- a CC 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION' EXTRUSIONS DRAWN BY: ADE DATE: 09/08/11 DWG,: CWS-641 REV.: C SCALE: 1:2 SHEET 9OF12 • •• • • • • • • • ••• • • • •.• • • •• • •• •• • • •• •• •• • . • • • •••. •• . •• • •. • •• •• •• • • • • •• • • • • • • • • • • • ANCHOR @ MIDSPAN (TYP.: •• 6" MAX. (TYP.) 6" MAX. (TYP.) r 17" MAX. O.C. (TYP.) •••. • ••• •5•�4" fP.):•• r 4: g4p.).. • i n • • •• • • • • • • • • • • •• • • • • • • 2" (TYP.) *WOOD/METAL Y +- • • • vr.•-• r •lam - r 1 il • • • •• • •• • • • • •• • • r p • • • •.,• O X 0 1 1 f f I I ■ 1) I) t I7 1 1 1 SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) ----SEE NOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR @ MIDSPAN (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX O.C. (TYP) I I 1 0 .l SIDELITE 4" (TYP ) 4" (TYP) ),I L DOOR DOOR ANCHOR LAYOUT - (FLANGE) h-2" (TYP.)"WOOD/METAL 0 SIDELITE • CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. 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. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) c1 ®111 l./ [1I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PRIETARY AND CONFIDENTIAL cc a ssssst W4T,, :7,t No 58201 t SV CC: VPSTATE OF d47 � i 11.4OR.OT;O\?�S sssssssssssssss zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 09/08/11 DWG.: CWS-641 REV.: C SCALE: 1:8 SHEET 10DF 12 • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • • •••• •• • •• • • • •• • •• •• •. • • • • • • • •• • • • • • TYPICAL HEAD ANCHORAGE • • •• • • •/•N I i. • • ••,L, SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 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 VERTICAL SECTION MIN. EDGE DIST. 6EGTABLE 1 • • • • MIN. EMBEDMENT SEE TABLE 1 • . • 1/4" MAX. SHIM TYPICAL SILL ANCHORAGE INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 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 SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MN.) 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 13/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #12-14 HILTI KWIK-FLEX OR MN TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2, 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2 HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2„ HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK-FLEXOR TTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2„ INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EDGE DIST. SEE TABLE 1 ty HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB /HINGE ANCHORAGE 2 13/16" ANCHORS THRU HINGE (TYP.) 21 5/16" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. 81/2" (TYP.) HINGE LAYOUT 1:30 cgaz [ ( Pi WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PRIETARY AND CONFIDENTIAL a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION INSTALLATION DETAILS DOOR DRAWN BY: ADE DATE: 09/08/11 DWG 1: CWS-641 REV.: C SCALE: 1:2 SHEET 11DF12 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • .1-YP=CAL HEAD /*HOIPAGE • • •• a• SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 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 • MUL EDGE DIST. •EE•TABLE 1, SHT 11 • • • MIN. EMBEDMENT • i SEE TABLE 1, SHT 11 •• • • •/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 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 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE OW010///r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT NFIDENTIAL PRIETARY AND C 0 a ,,,,,PNO u. ; 4i 1. Jt" No 58201 '" i *' * '*� :13 STATE OF PS: S"� I:ZiOR1Orr�a�,J �.....ONAtttttttttt, .NO.. zz 9/22/2017 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: ADE DATE 09/08/11 DWG it CWS-641 REV.: C SCALE: 1:2 SHEET 12)F 12 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641C August 28, 2017 Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, 14V1 Impact, 3;x$". nominal panel size max. • • .... •• • •••• Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34431:•• • ▪ •• • Statement of Compliance: This report evaluates the above -listed product per the regditiments ofPose Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the rektar'ehdents gf''th:15;h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. e Zroduct 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-641C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -1 A, -1 B, -1 C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A. Turner, P.E. • • Installation: Units must be installed according to approval document CWS-641C. •• • • • • • 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-641C • 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-641C shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. #14-0916.11t • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 17:06+20:00 stND RE W �i• z�• No 58201 •'��± zz. 8/28/2017 Lucas A. Turner, P.E. FL PE #58201