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WS-19-1381Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W5-06-19-1381 p a �j Permit Type: Windows/Shutters W rclassifrcatfon: Window/Door Replacement Permit Status: Approved Issue Date:s.07/09/2019 I Expiration: 01/06/2020 Location Address Parcel Number 1259 NE 97TH ST, Miami Shores, FL 33138 1132050090420 Contacts MARIE PATRICIA ANDERSON BLACKMAN Owner AMERICAN STORM PROTECTION Contractor 1259 NE 97 ST, MIAMI SHORES, FL 33138 JONATHAN RODRIGUEZ Other:8505914870 Business: 3052640446 Other:3055130514 Description: INSTALLING (18) WINDOWS IMPACT Valuation: $ 31,083.20 Inspection Requests: 305-62-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $19.20 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $6.40 Scanning Fee $9.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $328.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $328.60 Credit Card 06/17/2019 $50.00 Credit Card 07/09/2019 $278.60 Amount Due: $0.00 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 named contractortodo the work stated. ed /� C �/ / E _ Authorized Signature: Owner / Applicant / Contractor // Agent Date July 09, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 2_61UILDING ❑ ELECTRIC RMC I Eb Miami Shores Village UN 7 [ 9 Building Department BY: Ilk__ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 200 2t3 Master Permit No.WE- a I -158 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF [—]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 �-_ �� A e' " — Zio: y 3 i 3 Folio/Parcel#: A — 3 ), 0 S_ 00 `+ 0 4 it) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 1nFlood Zo�n�e:-�✓� BFE: FFE: OWNER: Name (Fee Simple Titleholder): IV` ��I ����� C 11^ti�✓F!�'+�C� Phone#: Address: 1 of q ,U t/ 41- St City: I `' (,NI Shof e State:L Tenant/Lessee Name: Phone#: p: 73 / 3 Y Email: I� CONTRACTOR: Company Name: I' w� ��1�`J S Phone#: 305 - ZL4 �J b Address: lgum J" w 6`1 S � �_3 City: {_ `I w" I ` State: r/— Zip: 33� 1p Qualifier Name: On(.1,\1 7. Phone#: State Certification or Registration #: CGO5() 327LI Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#:S Address: City: State: Zip: Value of Work for this Permit: $ JmI )�$�J • `� Square/Linear Footage of Work: Type of Work: ❑ Addition ES?"Alteration \ El New ❑'`Repair/Replace ❑ Demolition Description of Work: '.nS r �^� 1 ^h� �S / 1 N-10 k& W n(�(! L J Specify color of color thru tile: Submittal Fee $,� { "�I� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ n TOTAL FEE NOW DUE $ 4:� B (Revised02/24/2014) ti Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ZE 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 charge Signature The foregoing instrument was acknowledged before me this f,I I-' day of n-e, 120 1 C by {`1Url i.`T1c iU�%.� QYSdiI, who is personally known to me or who has produced L • as identification and who did NOTARY PUBLIC: Sign: Print: Seal- d. Signature —x4k Ks�<D CONTRACTOR The foregoing instrument was acknowledged before me this I I j� day of k1 W -C 20 11 by Jd V who is personally known to me or who has produced as ********** Zoning Structural Review 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). Ackn d eme r � Q alifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: I Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than l x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 Anna Blackman 1259 NE 97 Street Miami Shores, FI 33138 12 x o SIW 200 Series Horizontal Roller 19-0131.08 ��•]�/ 571/Bx381/4 t Y Bedroom Bedroom Egress Egress 00 Horizontal Roller 19-0131.08 SIW 300 Series 73 3/4 x 64 1/4 Picture Window 19-0131.05 110 1/4 x 64 112 O TT SIW 200 Series Horizontal Roller 19-0131.08 73 3/4 x 64 1 /2 BY TE rGDF"f S _ t�J -CT I O CCNIP ANCE WI fH ALL FEDERAL TH E~i,•.NL) U INN i ( riLLLS AND R-GULATIONS Entry Door N/A CWS 8400 Series CWS 8400 Series Double Casement Casement FL6890.1 Hinge Left w/mull: U3 FL6890.1 FL9520.1 18 x 37 1/4 73 x 49 1 /4 CWS 1x3 Mullbar FL9520.1 III • 1 cNs ea8c>•sed9s • • • • • • • • • • • (4) 33-1/2 x 62-1/4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O . cws 6400 series Casement Hinge Right % FL6890.1 35 7l8 x 49 1/4 8400 Series CWSEasement Bedroom - Hinge Right : FL6890.1 Egress 357/8x 49 1/4 s 0 CWS 8400 Series Casement Hinge Left FL6890.1 35 7/8 x 49 114 - 0 Egress 5 CWS 8400 Series Casement Hinge Right FL6890.1 35 3/4 x 37 1/4 Bedroom CWS 8400 Series CWS 8400 Serie Double Casement Double Casemer FL6890.1 FL6890.1 w/mull: U3 w/mull: 1 x3 FL9520.1 FL9520.1 51-7/8 x 49 1/4 r, 51-7/8 x 49 1/4 ;WS 8150 Series Picture window FL13010.1 51 7/8 x 75 3/4 N c WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: 64evl010 S�,A'JA �ruTe�f ic>� ADDRESS: +ZSS NV- 92 -2 PROJECT: AuN✓4 131a&;,v O / /nm), N»s R, 33)38 City State ZIP EXPOSURE " D " WIND VELOCITY = 175 MPH I ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. I Tributary Area (Sq. Ft) 10 15 20 25 30 1 35 140 45 50 1 10 1 15 1 20 25 30 35 40 45 50 (ft) (ft) 15 + 48.6 ----._ 47.3 46.4 _. _ .. 45.7 45.1 _._..__. 44.6 44.2 43.8 43.5 + 48_6 47.3 46.4 45.7 45.1 44 6 44.2 43.8 43.5 - 52.7 51.4 50.5 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 62.5 60.7 59.3 58.1 57.2 56.3 55.6 54.9 17 0 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 - 55.3 53.9 53.0 512 51.6 5L1 50J A a + 51.9 50.5 49.6 48.8 48.2 47.7 47.e 0 - 56.3 54.9 54.0 53.2 52.6 52.1 51.E VA + 53.3 51.9 50.9 50.1 49.5 49.0 48. 25 - 57.8 56.4 55.4 54.7 54.0 53.5 53A O0C + 54.3 52.81 51.81 5L0 50.4 49.8 1 49.E LL a 28 - 58.9 57.4 56.41 55.6 55.0 54.4 1 54A + 54.7 53.3 52.3 5L5 50.8 50.3 49.1 �t a 30 54.9 54.1 59.4 57.9 56.9 56.1 55.5 + 56.1 54.7 53.6 52.8 52.1 51.6 51. fA ` 35 60.9 59.4 58.4 57.6 56.9 56.3 551 a + 37.6 56.01 55.0 54.1 53.5 52.9 52.2 a 40 62.4 60.9 1 59.8 1 59.0 58.3 57.8 57.: p f t%0 57.4 1 56.3 1 55.5 54.8 54.2 53. , 1 58. , • • • - 64.0 6211 d.% 60.5 1 59.8 59.2 • * s0.9 58.3 57.2 56.4 55.6 55.0 M.` • •' 50 - 6S.0 631 •62.3, 61.4 60.7 60.1 59.E • 1 60.9 59.3 %&V 57.2 56.5 55.9 55.1 • • 55 • 66.0 64.6 *6a.T. • 62.4 61.7 6L1 60.! 46.0 45.6 0 50.3 49.9 A 46.8 46.5 a - a 5L2 50.9 48.1 47.7 52.6 52.3 0 49.0 48.6 53.6 53.2 a 49.4 49.0 y 54.0 53.6 i 50.7 50.3 w 55.4 55.0 L 51.9 51.5 a 56.8 56.4 uD CD 53.2 52.8 c N • • • • 61.8 60.1-n 58.1 57.4 56.8 56.2 55.8 55.3 f • • • • • + 69.0 65A •E'4�i. 63.4 62.6 6Z0 51.5 61.0 60.6 ••+• ral!V' 41-NOTES •••• • •• •••••• • 1. TABL£S•VALID ONLY •FiyR• BUILDINGS OF 0099 MEAN, PROOF HEIGHT 60 FT. OR LESS. 2. ROO� fdATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 17 - .--- I .--- I ---- .- - ---- I --.- - - -- - 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.6 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 20 - 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 + 51.9 50.5 49.63 48.8 48.2 47.7 47.2 46.8 22 69.5 66.8 64.8 63.3 62.1 61.0 60.1 59.3 + 53.3 5L9 50.9 50.1 49.5 49.0 48.5 48.1 25 71.4 68.6 66.6 65.0 618 62.7 61.8 610 52.8 51.8 510 50.41 49.81 49.4 49.0 28 + 54.7 53.3 52.3 51.5 8 50.3 49.8 49.4 49.0 30 - ---. _ _ .._ ._.__ _ _.. -- . _ ... -- _ - - . -- 8 + 56.1 54.7 1 53.61 52.8 52.1 51.6 51.1 50.7 50.3 35 - 75.2 72.2 70.1 1 68.5 67.2 66.01 65.1 64.2 63.4 + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 40 - 77.1 74.0 71.9 70.2 68.9 67.7 66.7 65.8 65.0 + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 45 - 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 50 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9[6W7.7 55 + 61.8 1 60.2 59.0 58.1 57.4 56.8 56.2 1 55.8 1 55.3 - 82.8 79.5 77.2 75.4 73.9 72-7 71.6 170.7 169.8 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 ROOF HEAIGHT AND APPLY TO ALL FLOORS. U �J 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS ZONE 4O ZONE 5EM D D'</ tt1 Idat.10-02-131 REVISIONS: --.,� dmwn by: w.F. AL-FAROOQ CORPORATION no. date by description ENGINEERS & PRODUCT DEVELOPMENT checked by: H.M. 9360 Sunset Dr. Suite TEL. (305) 264-8100 DWG NO. 1 220 MIAMI, FL 33173 FAX. (305) 262-6978 SHEET 1 OF 1 SVl QAA=*X SEP CARTA4 !L!8 piiN JAVAD AHMAD RA P.E. } 70592; ® CAN. 3538 4 t BCIS Home I Log In I User Registration I Hot Topic's I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I ba Product Approval USER: Public User t. , ' `- P Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9520-117 Application Type Revision Code Version 2017 Application Status Approved Comments • • • • Archived ' ' • "' • •' • • • Product Manufacturer Custom Window Systems Inc. • • •; • • • • Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 000000 • •' • • • (352) 368-6922 Ext 291 • • •: • • • jlathrop@cws.cc Authorized Signature Kevin Pine ; ' ; • • • • • •• • kpine@cws.cc • • • • • • Technical Representative Jay Lathrop ••:.•• Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520_97_COI EvalReoort836B.12d Referenced Standard and Year (of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 f Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9520 RZ_Lgj�Ly_FL9520 Eauivalency.Qdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 0000 ,,,• Summary. of Products _ _ • r � • ;�• • • eve,; — FL # Model, Number or Name Description 000000 *.so : • • • • : • 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, %fi'ldrltal & Vertical, Fin & Fidi>ae•; applications. (IMPACT) • see, • • • • Limas of Use Installation Instructions • • Approved for use in HVHZ: Yes 900* FL9520 RZII CWS-8 od Approved for use outside HVHZ: Yes Verified By: Lucas A. ILfn6*58201 Impact Resistant: Yes Created by IndependeotTTFq Party: Yes• • • Design Pressure: N/A Evaluation Reports e • • • 000000 Other: Large Missile Impact; See Installation Instructions FL9520 R7 AE EvalRgport836B.od 0 0 9 0 . . and Evaluation Report for complete list of Limitations and Created by IndependefitIMrq Party: Yes • • • • • • Conditions of Use. : • • • • • • 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520_RZ_11_CWS-837B.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520_82_6E_EvalReport837B.pd and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520_U_H_CWS-838B,gd Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520_RZ_AE EvalReDort838B.12df and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. Back E Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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: MWE-]® t_ Credit Card Sate . . .... ...... ...... .. . ...... ...... .... . .... . . . ...... ... . ..... . . . .. .. .. ...... . ...... . . . . . .... • . 000000 .. . . .. . . 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 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product Y2�ting. standards performed are outlined below. ...... .. . ...... Technical Documentation: • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pqq„FL :Soso: 2) Approval drawing CWS-83613, signed and sealed by Lucas A. Turner, P.E. 0 0.. 0 0;"•" ..... 3) Test Reports NCTL-210-3833-1, -IA, -2, -2A, -3, and -3A, from National Cectifiad Testing. • • •...' 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,.OASPV E 1996- • •, 04/06/09, and AAMA 450-06 • • • • • • 4) Supplemental Calcs. to support CWS-83613, signed and sealed by Lucas A. ;uraeT,0P.E. ' ;....; • • • • • • Installation: Units must be installed according to approval document CWS-83613. . : . Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-83613, 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 SORE W v No 58201 L71 .. STATE OF ;•lU: +' 0 % ,ct p• •G�: �S• 0R1• � 9/26/2017 Lucas A. Turner, P.E. FL PE #58201 ANCHOR CLIP —• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3" PVC MULL BAR -.LARGE MISSJLE IMPACT SHOWN $/DIIFEFgNT (4PTICpS •' • ' • • ••• • ••• •• 0 •• • A C 6 7 O 0 0 6 X X x 4 4 4 10 G F E LANCHOR CLIP -1 10 9 9 EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 DPCHARTS ............................ _..... _............2-3 BOM & EXTRUSIONS.....................................4 EXTRUSIONS ............................... .................5 SECTION VIEWS.. ....................................... 6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ..........................9-10 ••• •• % 0 ••• •• 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. W INDLOAD 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. ANCHOR CUP — 0 0 X x 4 4 ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY 1900 SW 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT Z 3 az0 awl z o F-w3zp3�= z zxia¢w00 OF-OLja=FM U_y F-ZaFyd z p �—�jU- 30wFM0— w ui 00"n0wu)w a �xa mom wFO ax,> cc_ m w3w0 a a ¢ m i� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 09/27/12 CWS-836 B 'AL' SHEET 1:25 1 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . .0%... .0. 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" IrW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. VVINDOYV S1�El15 l/pL 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CwS.CC • • • • • . • OPENING SIZE in.) 39 45 51 57 63 81P078.9 0 93� 99 107 3/8 114 120 126 132 138 145 318 37 80.0 80.0 80.0 80.0 80. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 42 3/4 80.0 80.0 80.0 80.0 80.0 • • 84. ".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 80.080. M40.080.00 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 3° PVC MULLBAR IMPACT O 531 80.0 80.0 80.0 80.0 80.0 80. 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 W 80.0 80.0 80.0 80.0.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.00 • 80. 76.6 74.8 72.5 65.0 65.0 65.0 65.0 65.0 65.0 65.06 .0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.A (115.0- • 69.0 0 •65.0 J, 465.0 1 65.0 1 63.5 72 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 1 64.9 -6177 59.1 56.9 53.7 1 1 a I- z 3 ¢ z 3 o w 0 'Iwo 0 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULION 1758, HORIZONTAL OR VERTICAL, USING (PER END): w i O z Q aU) 0M3m 1522CLIPS LL z Fw zr3�= zxfaocw00 - (4) #10 SCREWS INTO WOOD or METAL TAPCONS 31/4" O 1- O U Da H Q or ELCO ULTRACONS INTO SOLID CONCRETEor WOOD z00)Z - (4) ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK z O_ Oz O o S U N z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < � ~ LL O O LL z 3pwrF0- Cr z 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 W O o'r o w - w WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. ir- d a z Ln Lu O � N w~¢ W o¢ N o ¢ 3 a OPENING SIZE (in.) 39 45 51 57 63 69 75 W8 81 87 93 99 107 361 114 120 126 132 1ti4 1d5 1/x c 423 483 O 531 w 57 J 63 J 65 66 1 1 72 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 64.9 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 OPEN WO SIZE -- TRIPLE VERTICAL MULLION _ 1 L -- OPENING SIZE II F--- TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION TWIN HORIZONTAL MULLION T T w I N C7 0 0 w w O z z J J IL CL LI I LI II L F- OPENING SIZE ---A OPENING SIZE Fes- 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 TW W/rRIPLE HORIZONTAL MULLION HORIZONTAL MULLION OPENING N SIZE y z L w a 7O- T I•� MULL LENGTH -i MULL LENGTH z� 9/2612017 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 ADE 1 09/27/12 CWS-836 B 'ALE SHEET 1:1 2OF10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . Iressure 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" TTW Tapcons into SOLID CONCRETE or WOOD, or 17 with six (6) #10 Screws into WOOD or METAL or 3/16" ITWTapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. 37 50.0 50.0 50.0 50.0 50.0 - - • 0. •50.0 - - . 50. - 50.0 • - 50. . 50.0 50.0 50.0 -a 50.0 I ­v 50.0 lac 50.0 I Pao 50.0 iqa ara 50.0 I 19M SW 44TH AVE. OCALA, FLORIDA 34474 c 42 314:50.0 0 50.0 50.0 50.0 50.0 50.0 50.0 •50.0 50AP • • %.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W W W.CWS.CC = r' z W-i 48 3140 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 PVC MULL BAR IMPACT 53 1/8 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 50.03° 57 0 50.0 50.0 50.0 50.0 SO.a •50�0 . 50.0• 60" ".0 50.0 500 500 50.0 50.0 50.0 50.0 48.1 63 0 50.0 50.0 50.0 50.0 0 .0 560 50.0 50.0 50.0 49.4 47.368 0 50.0 50.0 50.0 50.0 50.0 • •50r0 60.4e 60.0 50.0 50.0 50.0 49.8 47.6 n so.o 50.o 50.0 50.0 50.0 sap a o so.o as.a aa.o r ia.aiv r ay.v I ov.v I ay.v I ov.v I ay.v I ov.v I au.V I W.0 I M1.0 I 46.5 I 44.0 I 4U.0 I I I I I I I a z 3 a z 3 F ❑WO WWOO DP CHART IS FOR: E z Lu INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): wo z O z z a: 3 3 = 1522CLIPS z O�paa=0¢ .(4) #10 SCREWS INTO WOOD or METAL O w I- z o- H (0 o- - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 Z IS - z -_m - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK a � z LL i z p LL O 1767CLIPS ¢ cc cc<O�0tzz - (6) #10 SCREWS INTO WOOD or METAL 9 O of o w io w - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD ¢ z D w O _i U) -(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK a W H p w = N a- cc l- a ¢3a PNORE W T4i�4 TWINlT LLI HORIZONTAL MULLION No 58201 MU VERTICAL MULLION it p : STATE OF " u 'Ot• •4v �'�hpf�NA;E�•`�� zz ISINGLEI w i TWIN w I OR I O ITRIPLEI UNITS I_ BELOW L I I 9/26/2017 II I Fes -OPENING SIZE I I MULL LENGTH LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 NOTES. DP CHART 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. INTERSECTED MULLS 2. AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY DATE, BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ADE 09/27/12 Dw r v ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836E BB 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. AL . 1;1 SHE ET 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . :BCRIPTION LINE ITEMS NOT USED: 5-6,612 • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • ; ; ; a ; • • • • • • • • • • • • • • • • • FRAME TYPE FLANGE FIN BOX OPENING NEW RETRO NEW RETRO NEW RETRO 'T' MULLBAR CLIP (F-1522-XXX) F-1522-013 F-1522-006 F-1522-013 F-1522-013 NOT RECOMMENDED F-1522006 'L' MULLBAR CLIP (F-1767-XXX) F-1767-001 F-1767-001 F-1767-004(L&R) F-1767-004(L&R) F-1767-001 F-1767-001 WINDQNV SYSTf9S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W'CWS.CC 3/8" x 3" MULLION TUBE 0 OR #12 HEX WASHER HEAD TEK SCREW '(seenote beiDw) 0 x 1 1/2", PANHEAD PHILIPS ZINC 0 FLAT WASHER • • • • JLLION CLIP :ALANT UP CAP .311 PVC MULL BAR IMPACT ANGE ADAPTER JLLION INTERIOR COVER • • • JLL BAR CAP om SLOTTED NEW CONTRUCTION FIN MULL CLIP • • SLOTTED T-CLIP USE WOOD SCREW SIZE (810 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 7/16' 1-1 3/4• ii 1116• MULLION INTERIOR COVER S-6018 r1 �•--1 213I/16' 1m• L 3" MULLBAR H-1758 T1 1v1 i 1l2' 1 va• to 9 v1s, v1s• DRIP CAP S-1895 FLANGE ADAPTER S-1896 LIII I TOP VIEW 2 1/16 —{ I 7 1 3116' i/8' MULLION CLIP S-1897 A ---1 ILIP, SCORE, BEND AND BREAK _Rl') TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR DETAIL A TYP. FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 D 114• (T' to 2 1L /4" 4 7/8• F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION 2 15 2 3//16" L 1/8 F 4 7/8• —�i F-1522-006 RETRO / FLANGE CLIP a i 3 az3 r ow0 awcc o Lu zOwz>o3m w I-w3zi.-3gx z zmm<MWOO OHO a=�X U U_n�Zdt-ma Z z00U�jK�U. a F 3LLipOLLz Q Q0� OFF�O- 00 3: Q z�a�0 � 0_ wP0 acc 0=M> cc cc Lu 3 Lu a a cc 9/26/2017 LUCAS A. TURNER, P.E. FL PE // 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS ADE 09/27/12 VG f REV CWS-836 B :ALrSHEET 12 4OF10 . . ... . . . •. •• .. .. . . . .. .. . . . . . . . . . . FRAME TYPE OPENING T MULLBAR CLIP 'L' MULLBAR CLIP �1 (F-1522-XXX) (F-1767-XXX) // 77nrtv T mm • • • • • • • • • • •• • • • •• •• FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS • • • • • • • • • • • • • • • • • • • • RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. • • • • • • • • FIN NEW F-1522-013 F-1767-004(L&R) OCALA. FLORIDA 34474 • • • • • • • • • • • RETRO F-1522-013 F-1767-(XWL&R) WWW'CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 • • • • • • • • • RETRO F-1522-006 F-1767-001 3" PVC • MULLBAR . • ... . . . . • • • .. . IMPACT •• • • • • • ••• •• a Z- 3 az3 1 16 Z WJL) <L w o_ u- zUZ O —�w Qm->O¢3m t-w3z�3�x z zxi¢¢w00 Ot-O axe¢ UyFZI1FUD- 23/4' 21/4'� O z—Z)—ZFy zz OZOpjzDU— F—LLwUULL } Z §QOFFmO— ~ 15/8' (23/4') 27/16' Frcr pZ3om zulwa�p��F CL a a ¢3wa 3/8- (2>) 7/16" THRU (TYP) 1/4• THRU (TYP) 0`ORE W TG �i�� OUTSIDE �``,r7 •`10 : 1 1/4• (TYP) 7/16• (TYP) L JGP� � v . No 58201 : F 5M01 CD 3/8 If STATE OF .•w: '�y�t`S'�.< 1 5/8• (23/4') 1 5/8' O R iQ✓'U��, L 3' CD 1 L 6 7/8• 9/26/2017 12' 12' LUCAS A. TURNER, P.E. 2 3/4• 2 3/4" "L' ANGLE 3' STANDARD MULL CLIP - F-1767-001 FL PE # 58201 5' S' 1239 JABARA AVE. NORTH PORT, FL 34288 'L' ANGLE 3• MULL CLIP, FIN (LEFT) F-1767-004L "L' ANGLE 3• MULL CLIP, FIN (RIGHT) F-1767-004R PH. 941-380-1574 OUTSIDE SHEET DESCRIPTION: EXTRUSIONS DRAWN BY DATE. ADE 09/27/12 Mu—, R —v CWS-836 B ALE: SHEET 1.2 5OF10 SEAL BEHIND FU PRIOR TO ATTAC TO MULLION �A1 HORIZONTAL MULL BAR SECTION 6 FLANGE FRAME WINDOW . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• • • • •• • •• • • • • •• • • • • • • • •• w • • SEAPBEHAI9PA-ANGE i PRIORTO R1710HAOG • T%IJL#Lll • • • FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL A H R'ZONTAL MULL BAR SECTION s FIN FRAME WINDOW APPLY SEALANT ALONG FL LENGTH OF WINDOW FRAI GROOVE PRIOR TO ATTACHII CO% � ) ERTICAL'ORIZONTAL MULL BAR SECTION s BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR 4U `- 0 1 9 0 DETAIL A SEAL BEHIND FLANGE —V SEE DETAIL B SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 ( ) PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL TO MULLION LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ( a1VERTICAL MULL BAR SECTION BQVERTICAL MULL BAR SECTION ADAPTOR 1 6 FLANGE FRAME WINDOW 6 FIN FRMEAWINDOW I I HL DETAIL B VVINDM SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT Z 3 aZ� Qw0 III a zwz>om3m w Pw3zi�-3gx z z=iafrw O OF-O a=0¢ UmF- ZOaF-ma Z O SKjO0 > F-=LLmzOLLZ QO�FFO- Q0�»3o2 ) _QZ0 0j )F- a Fa=gwcow¢ a W a ¢ha z� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEEE DESCRIPTION: SECTION VIEWS MULLS IAWN BY DATE'. ADE 09/27/12 J # REV CWS-836 B AL' SHEET 1.2 6OF10 . . ... . . . ... . . . . . . . . . . A O •1 . •— .• ,•• p• lull litl A— ' b TOP VIEW FIN FRAME SECTION VIEW A -A 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR p 4' MULLBAR (H-1759) APPROPRIATE DP CHARTS) `APPROPRIASEPATE DP CHTE ARTS) FOR M'M SEE NOTE 1 7 1ll16' MAX. EDGE DISTANCE SEE NOTE 1 7 11/16' MAX EDGE DISTANCE 1 1 1 1 19 SEE NOTES 1 8 2 19 SEE NOTES 1 8 2 SEE NOTE 4 (1 EA./CUP) SEE NOTE 4 (1 EA./CLIP) CQS' HORIZ. TO 3" VERT. MULLBAR SECTION C 4" HORIZ. TO 3' VERT. MULLBAR SECTION �J FCAFR FFi L WINDOW 7 FDCNCEFFiAFIEWIADO� SEE NOT DISTANCE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULLBAR IMPACT a - i 3 az3 ow0 ¢woo w o Zpz IME aN-m>O¢3m u- z I-wzF-3gx zxia¢w00 ou O.zdxF�r¢ p.pF-Zaad 2 a 6Q0] Kj8T FALL zOwO ¢ §cc QOFO�0 z w O0.cn0wv>w ¢ a ZT Luj 0w0H ILM, w�0 Lx ¢ It F d 19 SEE NOTES 182 (1 EA./CLIP) 'y� ;' SEE NOTE 1& 9/26/2017 3' HORIZ. T03' VERT. MULLBAR SECTION AFL EFFfAME VINL"W LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NOTES. NORTH PORT, FL 34288 PH. 941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (OTY 1). AS SHOWN ABOVE. SHEET OEXRIPTION* SECTION VIEWS 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE MULL INTERSECTIONS OF 9/3Y AND A MINIMUM CENTER TO CENTER SPACING OF 1/2'. DRAWN BY DATE. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH Dw # R MILL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. CW S-836 B 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. A� 1:2 SHEET 7 10 TWIN VERTICAL MULLION 7- r J i L . • ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 4kiFAN(4lI•MI11 Af1u • • TRRN60M OVER TWIN • • VE ICAL ION •••jo. OPENING SIZE ----i OPENING SIZE Ll — OPENING SIZE TWIN TRIPLE TWIN/TRIPLE HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION I N i h O w Z N N a z O z L w a O I--MULLLENGTFI --I T MULL LENGTH --i OPENING TRANSOM OVER TRIPLE VERTICAL MULLION J F I �I OPENING S17F TWIN/TRIPLE VERTICAL MULLION z z w O 4 __OPENING SIZE NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION ISINGLEI TWIN OR ITRIPLE1 UNITS BELOW MULL LENGTH NOTES: 1. AT MULLION LOCATION, ATTACH WINDOW UNITS) 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 (810 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2 MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND 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 TABLET, 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT a i 3 az3 I- owo WWOp a N3>om2 o 3m LL r-w zr3mx Z zxma¢wp0 ono a Z Zp U,U—zjUcn } p:Z0�zLL pOILZ :OFpFO- poH»3o2 a.w F- CL 3w� a a a z� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 CONFIGURATIONS AND ANCHORAGE NOTES ADE 1 09/27/12 CWS-836 B ALE: SHEET 1:1 80F10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • ••• . . . .. . .. . . . . .. . . . . . . . • • ••• • ••• •• QW&M 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC PETRO FIT • •' • • ' •' • • • • • • •' MULL BAR CLIP 'L' ANGLE MULL BAR CLIP TWO REO'D PER EACH END OF MULL 3" PVC MULL BAR IMPACT a i 3 az� ..- MULL BAR MULL BAR F Z OWO Znu a W J O _ z0Z>Er 0 Ok3m �— -- — -- _ LL Z �w3ZF-3gx zxia¢w O INSTALLATION ANCHOR SEE TABLE 1 z INSTALLATION ANCHOR O U) O U a x FO ¢ U a ~ U - SEE TABLE 1 Z ? U SEALANT ALONG OUTSIDE EXPOSED ADD STRUCTURAL ELEMENTS - - AS REQ'D TO MAKE LEVEL FOR — — SEALANT ALONG OUTSIDE EXPOSED - ADD STRUCTURAL ELEMENTS - - — — REO'D TO MAKE LEVEL FOR Z a > U 0 ryj U H Z Z 0 LL U U. w O Z EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER M MULL BAR ¢ Q y I. -F Z 0~ 3 O PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT W O u- w U o w cn w INSIDE AND OUT MIN. EMBEDMENT BYINSTALLER INSIDE AND OUT MIN. EMBEDMENT d U) ? = d ¢ y SEE TABLE 1 SEE TAB 1 w F- O a x 11 1 a a ¢3w co SUBSTRATE BY OTHERS �{ • \ \ SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 �D1 VERTICAL SECTION 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CUP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116' ITW TAPOON 1" 3- CONCRM (2.85 KS I MIN.)3/16" ELCO UL 1-3/4" 1" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELOO ULTRACON 1-1/4' 2-1/2' 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPOON 1 3/8' 7/8' OR ELCO ULTRACON 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8' 7/8" 16 GAUGE (0.06(') MIN. STEEL STUD #10-16 HILTI KW K-FLEX OR ITW FULL THREAD (33 KSI YIELD MN) TEKS SELF -DRILLING SCREW THRU 0.060' 7/16" 1/8" ALUM. (6063-T5 MN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SUBSTRATE BY SEE TABLE 1 1 I MIN. EDGE DIST. SEE TABLE 1 ( E� VERTICAL SECTION 9 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 PETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER 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. z:z 9/26/2017 LUCAS A. TURNER, P.E. FL PE // 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS FLANGE RAWNSY DATE. ADE 09/27/12 W t EV CWS-836 B ALE SHEET 1:2 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALANI BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHE SEE TABLE 1, SHT 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . .. . .. . . . . .. . . . . . . . • • ••• • ••• •• .. . . . .. ... .. . ......... . .. . . . . . ... .. PETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 oa°' o• • "• MIN. EMBEDMENT �• •' - SEE TABLE 1, SHT 9 :g �• MIN. EDGE DIST. SEE TABLE 1, SHT 9 F _ VERTICAL SECTION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC 'L' ANGLE CLIP 3" PVC MULL BAR IMPACT F i 3 az3 p w 0 w w Q p < p TWO READ PER EACH END OF MULL z w w J p z0z CC Fw- g am3>OQ3m MULL BAR Z z=f Q¢wp0 00 OF-o -<2 Qo�za FInd Y INSTALLATION ANCHOR .E z Q U U) z 5 U— SEE TABLE 1, SHT 9 y Q _O EQ- 3 W W O Q z r gaQ}F"FHz co mc)0 — W OO to W 0) W o, 0. 2 W O J to F- a 0-mm d. MIN. EMBEDMENT m w�0 F a¢ 3 w N SEE TABLE 1, SHT 9 a a • MIN. EDGE DIST. G VERTICAL SECTION SEE TABLE 1, SHT 9 10 TYPICAL FIN (-L- ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION r� 9/26/2017 LUCAS A. TURNER, P.E. NOTES: FL PE # 58201 1239 JABARA AVE. 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT, FL 34288 AFTER INSTALLATION. PH.941-380-1574 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW SHEET DESCRIPTION. UNIT AS NEEDED. INSTALLATION DETAILS 3. FOUR (4) ANCHORS REQUIRED PERT' MULL CLIP, SEE SHEETS 2-3. FIN DRAWN BY DATE. THREE (3) ANCHORS REQUIRED PER "L' MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 DWG r AIV- 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW CWS-836 B SPECIFIC INSTALLATION DETAILS. ALL SHEET 1.2 1mF 10 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I a Product Approval USER: Public User dbpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # L13010-R8 Application Type evision Code Version 017 :Approved Application Status *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. • • • e Comments .• • .••• • Archived • Product Manufacturer Custom Window Systems Inc. ' • •. • 6 :"�' • • •. • Address/Phone/Email 1900 SW 44th Avenue 000000 . • • . ..:..' Ocala, FL 34474 ' ' •• •• •• •••••• (352) 368-6922 Ext 291 • jlathrop@cws.cc : �: �: • Authorized Signature Jay Lathrop '. •' : . .. :"": jlathrop@cws.cc Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Fixed Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE .r Validation Checklist - Hardcopy Received Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 96mma of Products it Method 1 Option A 04/08/2019 04/09/2019 04/15/2019 04/19/2019 FL # Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate • • • • • Approved for use In HVHZ: Yes FL13010 R8 CCAC 06R 138-1357 orb • • • . • • .. Approved for use outside HVHZ: Yes FL13010 RB C CA C'AP.139,1362.pd1:.. .' Impact Resistant: Yes FL13010_gRC_CAC "13� 562.odf • • • • • Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36" x 72" and 72" x 76" see installation 09/14/2019 """ ' :.•.•; detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructobbe • ; • • used up to 30ft above grade. Glass complies to ASTM E1300- • • • .; • FL13010 R8_u_CWS-433D—%ff • • • • • • 04. Verified By: Lucas A. Torres b8201 • .. • • .: • •' Created by Independegt:'NVf Party: No • •; Evaluation Reports • • • • FL13010 R8 AE EvalRe k;13D.odf ' Created byIndependeAtThirdParty: Yet•;. • 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin HAM Window, CorilAgus Hefd & Silt Limits of Use rrr• Certification Agency Certificate Approved for use in HVHZ: Yes FL13010_g$_C_CAC_CAR 138-261e2.12df Approved for use outside HVHZ: Yes FL13010_g$_C_CAC_CAR 138-705e2.12df Impact Resistant: Yes FL13010 $RC_CA.C_CAR 138-706e2.odf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2019 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010_118 j_CWS-510C.p_df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FLi 10_RH_AEE EvalReoort510C.psif Created by Independent Third Party: Yes 113010.3 1 PW-8300 PVC Fixed Window I PW-8300 PVC Fig/Fin Fixed Window, 120" x 48" 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R8_C_CAC_CAR 138-258.12df Approved for use outside HVHZ: Yes FL13010_g$_C_QEC_CAR 138-481.12df Impact Resistant: Yes EL13010 $$_C_C_A.C_CAR 138-482.odf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile 04/09/2022 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R8 I CWS-373C.pd Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R8_AREvaIRepo rt373C.odf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size - DP55, or 72" x 76" unit size - DP67.5 (DP65 outside HVHZ) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the Certification Agency Certificate FLl 1 _R$_( CAC_CAR 138-1093.odf FL13010 $RC_CAC_CAR 138-1320 O_p ff FL13010 $$_C_Q�C_CAR 138-250.odf FL13010 $$_C_CAC_CAR 138-274e2.odf FL13010 $$_C_CAC_CAR 138-457.odf FL13010 RC_CAC_CAR 138-465.12df FL13010 RH_Q_gAQ_CAR 138-534.12df HVHZ, with max. glass daylight sizes as shown in CWS-159E Glass complies to ASTM E1300-04. FL13010 R8C_CAC_CAR 138-730e2.odf FL13010 R8_C_CA_C_CAR 138-739e2.12df Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010_M_,U_CWS-159E. Dddf Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R8 AE Eva lRel2ort159E.p�lf Created by Independent Third Party: Yes Back 0 Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 wiLhlafl lfitl address if they have one. The emails provided may be used for official communication with the licensee. However email addresses We public record. Irwil 44,not wish to iyDali 3 personal address, please provide the Department with an email address which can be made available to the public. To Bete mine if you are a licensee under Clwpter 455, F.S., please click here_. • • • 0090 • Product Approval Accepts: 000 • • • • • • • • • • • • �C heck PTI ®� ® • •••••• • • • • • •••••• •••• • ••••• Credit Card • ...... ... . ..... Safe • .... .. ...... . . . . ...... • . • 0 see • • • . • • • • • URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 433D August 28, 2017 Product Description: Series 8150 PVC Fixed Window, Large Missile Impact Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product te'sfn . . .... standards performed are outlined below. ...... . • • 6 � • Technical Documentation: • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Por�JjL 2) Approval drawing CWS-433D, signed and sealed by Lucas A. Turner, P.E. '....' :""' ..... 3) Test Reports NCTL-210-3566-1, -1 A, -1 B, and -1 C, and NCTL-210-4011-01',•-1e4,.--02, and•24, • • : • • • from National Certified Testing Laboratories, Orlando, FL signed and sealed•by Oerard J. • • • • • • • • Ferrara, P.E., with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440j"08:ASTM •� E1886-05 and ASTM E1996-05/09, and TAS 201, 202, 203 1994 :...:. 4) Supplemental Calculations to support CWS-433D, signed and sealed by Lucas Af.%urner,'P.E. :....: Installation: Units must be installed according to approval document CWS-433D. Limitations of Use: This product: • May be used in O config. in sizes and with glass DLO sizes as shown in CWS-433D • Achieves a design pressure of +/-75 psf in unit sizes up to 36"x72"with 3/ 16Ann (or Tempered) — Air — 3/16Ann-.105PVB-3/16Ann glass minimum. Achieves a design pressure of +/-67.5 psf in unit sizes up to 72"06" with 3/16 Tempered — Air — 3/16HS-.090SGP-3/16HS glass minimum. • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires the use of tempered outboard glass above 30 ft of grade in HVHZ • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA #16-1117.02' in DP 75 units up to 36"02", and requires Kuraray (Dupont) Sentry Glas Interlayer per Miami -Dade NOA 14- 0916.11 t in DP 67.5 units up to 72"06" • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.1W 11 have evaluated the materials in these NOAs and find that they comply with the requirements of the 61h 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. 0% piaORE W ­ f se , EN • Lucas: v : No 58201 Tumor 2017-08-30 ;9'• STATE OF ,�4r '-.°T' 16:15+20:00 •F p v,; ��` �oRt• �,�. ssb NAa zz 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PICTURE WINDOW - LARGS WSS I LE. I M RACT 371/4' • • • • s • • • MAX. OVERALL • • ••• • ••• s• FLANGE WIDTH 36' ~MAX. UNIT WIDTH • • • • • • • • e • • • 3113/16' • • • • • • • • • GLASS DLO • • • • • . • • . • • • • • • • • • A •• • • • • • ••• ss I I 731/4' B I I B MAX OVERALL FLANGE I HEIGHT I I MAX. OUNIT I HEIGHT I 67 13/16' GLASS DLO A TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 ARCHITECTURAL SHAPES...................2 SECTION VIEWS & GLAZING................3 EXTRUSIONS & B.O.M...........................4 ANCHOR SCHEDULE & NOTES ............ 5 INSTALLATION DETAILS......__.._._......6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: *0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -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 ARE FULLY WELDED. 8. SERIES /MODEL DESIGNATION PW-8150. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8150 PVC PICTURE WINDOW IMPACT a z 3 az3 H ow0 aIwI--oo w z0z w- t o �w3z�3M= Z z=m<MWOO 0 01�-0 a='= 0 00 -z z OOVui��UN cr a !- z a OaIrn Lu �w zoww O J(A♦- O wr¢ CL wm¢y =a � a ¢3a No 58201 ' 9 * Sir STATE OF 'zoo *_*. z;;_, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS AAJ 11/25/11 lG F. REV CWS-433 D 7' SHEET 1:20 1 OF 6 FULL CIRCLE 4 12 CIRCLE 1/4 CIRCLE . . ... . . . ... . .•••... •... •• . ••• ago . . .. . . . . . . . • • ••• • ••• •• FULL ELLIPSE (OVAL) OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTE: 1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. QLv"mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT a i 3 az3 F ow0 Qwoo 2 wIII J O Mw o w3> O¢ 3-m IL �wzi�-3gx z zxia¢wOp O 00ZaP0Q- 3pw-x0_ ¢¢r-! 3D 9 ¢O wr¢ x a�Ww>- a ¢3I ,zsz-1 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ARCHITECTURAL SHAPES AAJ 1125/11 VG t REV CWS-433 D "Lr' SHEET 1:1 2 OF 6 SECTION VIEW A -A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • IA�IOR • • • • INTERIOR ALTERNATE FIN FRAME SECTION VIEW B-B ■ 7/6" OVERALL 3/16" ANNEALED or TEMPERED 1/4' AIRSPACE 7/16" LAMINATED 3/16" ANNEALED 1D5 KURARAY PVB INTERLAYER 3/16" ANNEALED OUANEX DURASEAL IG SPACER PURFECT GLAZE W OR SIKAFLEX 552 5B_ GLASS BITE GLASS TYPE A 1:1 GLASS TYPE DP MAX SIZE A +/- 75 36 x 72 WINDOW SW B +/ 65 72 x 76 1900 SW 44TH AVE. + - tit.00ALA, FLORIDA 34474 www.cws.cc 7/6" OVERALL 3/16" TEMPERED 1/4" AIRSPACE 7116" LAMINATED 3116" HEAT STRENGTHENED AM KURARAY SENTRYGLAS INTERLAYER 3/16" HEAT STRENGTHENED ,OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 5E GLASS BITE GLASS TYPE B 1:1 8150 PVC PICTURE WINDOW IMPACT a z 3 azo I- owu QWo o QoZ>oXz3m LL r-w3z1.-3�= z z fa¢ 0 0 0d<=�¢ rn Z IL I- rn d Q H z O LL LL 0 ¢�OwOFOz ¢cc 01 »-S2 O wH0 ( LXwo III a r a 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 SECTION VIEWS AND GLAZING DETAIL AAJ 11 /25/11 v # v. CWS-433 D '"L SHEET 1:2 3OF6 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . 2 K6048 FIN FRAME • • • • • m 3 K6049 FLANGE FRAME HEAD • • • • • • MIKRON 4 K6049 FLANGE FRAME SILL •Goo a 5 K6049 FLANGE FRAME LEFT JAMB MIKRON 6 K6049 FLANGE FRAME RIGHT JAMB MIKRON 7 P-3113 SCREW SUPPORT FOR PVC is 8 P-3352 SETTING BLOCK 85 DUROMEfER 1/8" x d/ ' x 2• • • • NK 10 P-4648 SIKAFLEX 552 OR HENKEL PURFECT GLAZFa"HP • is• • • 91/ HEtON,V KA 11 S-6064 GLAZING BEAD 7/8" O.A. I.G. IK 12 _ GLASS SEE SHEET CARDINA LINE ITEMS NOT USED 9 2 PVC FRAME, FLANGE - H-6049 3/16" O 7 SCREW SUPPORT - P-3113 3 PVC FRAME, FIN - H-6038 PVC % l�(6(I000(1 PVC WINDOW SYSTEMS LLj� PVC 1900 SW 44TH AVE. PVC OCALA, FLORIDA 34474 wwW.CWS.CC PVC PVC CORNER WELD (ALL SIDES) 8150 PVC RUBBER SCALE 1:8 PICTURE WINDOW IMPACT PVC GLASS a z � a z 3- F- ❑w0 Qwod o_ z0O i>-0a3m LL r-wz~3i= z zxia¢w00 O OoiF-zaFu~ia 0 OOszz�'-OT HALL ZOLLO 30w0=Oz ¢a 0a¢g~ iO¢ wzH-jw1=O w0 w¢F- w� a¢3 a I6• 3/16• 15116• .``pSrc RNs•lG'Q'. 7B• 11 7�, i �v I• No 58201 ••'�� 1/16" 1/16' �O•• STATE OF •: �4/ i�tc•••�OR10�' ��� PVC GLAZING BEAD - S-6064 PVC FILLER, SASH STOP - S-6025 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1EET DESCRIPTION: BOM AND EXTRUSIONS RAW N BY DATE AAJ 11 /25/11 N t. REV. CWS-433 D 'A� SHEET 1:1 4 OF 6 6' MAX. 6' MAX 7 3/4' MAX. 0 (FYP.) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • ••• • 000 .. &2" MV -€ Z • 6' MAY • 6' A7 ANCHOR LAYOUT - (FLANGE) DP a/- 65 PSF and �!- 67S PSF "WOFIWVP.) • • •M2r' MAX (TYP.) • ANCHOR LAYOUT -(FLANGE) DP+/- 75 PSF 4' MAX (TY .2 4- MAX.(TY INSTALLATION ANCHOR(TYP.) 8' MAX O.C. (TYP.) ANCHOR LAYOUT - (FIN) ALL SIZES AND DPS NOTE INSTALLATION ANCHOR (FYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED PI THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16" 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 TABLEI, 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) Qammw 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT a i 3 az3 H Ow0 a r106 w zoz m=—t _0 at0—YOQ3m u- �w3z~3�x z z m<m 0 OF a=�¢ O OAF-z PU)n- z z 0Z�O� ~—LLi0OLLO 3CC pwFFpz z co w U-0ircoowFnw Q ZDWW O_jml- O Wr¢IL IL Lu (L IL ¢ 3 w a �10RE1y -Z No 5=01 :`'P, 9: 9 STATE OF ,14 �.<<.•� 0R1Q���: zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES AAJ 11/25/11 V r REV.' CWS-433 D Ate' SHEET 1:1 50F6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT INSIDE AND OUTSIDE BYINSTALLER SUBSTRATE BY OTHE SEE TABLE 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TYPICAL HEADANCHORA@E •• , ,,, MIN. EMBEDMENT • • • •• • •;EE TAILJ1 • • • • • • • • 1/4" A&A .lHIM— INPEDI6E DIST. • • • i' SElASLE 1 • • • • / / / / / / / 1 • • 000 • 000 • • pAIIJ. E�IBEQMENT SE'E L1 P• • INGTALL&Ti�J ANpFIpR IV 1 • T L • • 4EE•FABlE 1 • • "A" MAX.6HIM • • • 000 • • PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER I B 1 HORIZONTAL SECTION �,V TYPICAL JAMB ANCHORAGE SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION �6J TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 114" MAX. SHIM - MIN EDGE DIST. SEE TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE 0 KSI MIN. 3/18" RW TAPOON 1-11T 1-1/8' FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MN.) 3/16" ITW TAPOON 1" 2" FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-314" 2-1/0 FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" RW TAPOON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10.16 HILT! KW IK-FLEX OR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-112" 7/16" PERIMETER INSIDE AND BY INSTALLI BY OTHERS SEE TABLE 1 MIN. EMBEDA SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION I u 1 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION VVINIXM SYSTEMS li 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT QK 3 <Z� Qwo w Zpi ¢r?w bffi o I-w�Z033x Z Z 2 m<¢ w p O ¢? z pC7VujjU� > 3:Ow-=O_ z cc cc 3om ¢ ZLL NILNOJNI- a o wP0 cc wo¢� a a ¢3w a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY DATE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AAJ 11 /25/11 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED w r REV INSIDE AND OUTSIDE, FULL PERIMETER, BY INSTALLER. CWS-433 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ALE SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6OF6 M IAM bDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/buildin2 975 S. Congress Avenue #102 Delray Beach, FL 33445 This NOA is being issued under the applicable rules and regulations governing the use of awm&uction materials. The documentation submitted has been reviewed and accepted by M aznt-Dade Cosx>rj+ i2ER ...... Product Control Section to be used in Miami Dade County and other areas where dllo"d by #&-tvulhority • .. .. . ..... .. Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contror • • e • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dada o nty) res" Me right to have this product or material tested for quality assurance purposes. If this p qc� " 0 •or material fails tc . perform in the accepted manner, the manufacturer will incur the expense of such, iV% and the W may ..... immediately revoke, modify, or suspend the use of such product or material withimQwir jurisdictign. RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade; County Product.Control..,;. Section that this product or material fails to meet the requirements of the applicabll building code.* * •' . This product is approved as described herein and has been designed to comply w*A the Fl da• Buildin ; 0 • • P PP � gn P Y � • � � Code. includine the Hiah Velocitv Hurricane Zone.- 0000 DESCRIPTION: Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-28, titled StormSate Alum. Honz..Kolling Wdw. (L.M.I.)", sheets 1, 1.1, 2, and 3 through 8 of 8, dated 04/24/07, with revision G dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0717.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0131.08 M AAMH0E COUNTY EApproval ate: August 01, 2022 1 ate: March 28, 2019 4all i�11C� Page 1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0511.10 and 07-0813.05 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1. 1, 2 and 3 through 8 of 8, dated 04/24/07, with revision F dated 05/03/17, prepared by Al-Farooq Corporation, signed, sealed by Javad Ajimad, P.E. • • •• • •..• • B. TESTS •••••• •• • .....• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94' * * • .. ; • • • • ; 2) Uniform Static Air Pressure Test, Loading per FUC TAN.202.94 • • ... ..... 3) Water Resistance Test, per FBC, TAS 202-94. • .. • . • • • • • ; • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and Z'A8'202-94 .. • • • • 5) Large Missile Impact Test per FBC, TAS 2fK%j4; 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ; . • • ; • • • • • • • along with marked -up drawings and installation diagram o %genes 20-0 aluninur$..•. horizontal rolling window, prepared by Blackwater Testing, Inc., Test 4.�pgrts No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, signed and sealed by Yanul Gerardo Kuri, P.E. (Submitted under NOA No. 15-0102.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-064085, BETI-06-4086, HETI-06-4087, HETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) Manuel P e , P.E. Product Control Kmdminer NOA No.19-0131.08 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E - 1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 60' Edition (2017) on 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0717.03) 2. Glazing complies with ASTM E1300-09 . . .... ...... D. QUALITY ASSURANCE • • • �.. .. .. •. •. 1. Miami -Dade Department of Regulatory and Economic Resources {RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AAWrtca, Inc. •fps their.... • "Trosifol® Ultraclear, Clear and Color PVB Glass Inter�layess" dated o1/19/17, .• expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amirica; Inc. fbr their ; • "SentryGlas® (Clear and White) Glass Interlayers" dated 09725115, exp* inpon ` 07/04/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM C793- PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated 06/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0717.03) 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No.15-0102.02) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No.15-0102.02) Manuel Per Kip. Product Control E a ' er NOA No. 19 31.08 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E-2 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 & 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) . • • • • • . . .... ...... G. OTHERS • ...... .. . ...... 1. Notice of Acceptance No. 15-0102.01, issued to SIW Impact W"ws, LLC for their • • Series "200 StormSafe" Aluminum Horizontal Sliding Window—L- I.I.",la��ro` ed •` •": on 06/18/15 and expiring on 08/01/17. '"• • ••••• .... .. ...... 2. NEW EVIDENCE SUBMITTED • A. DRAWINGS 1. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Raving Wdit. (rL�i.I.)"; • sheets 1, 1. 1, 2 and 3 through 8 of 8, dated 04/24/07, with revision G dated 12765/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel Per Product Control ami r NOA No. 1 13 .08 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E-3 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. .... 3. Letter from owners of existing NOA stating that they have soli all.assets tQ the • ...... applicant, that they no longer manufacture the product and rel'iaquish their ri►ghV to the •' current NOA, dated December 28, 2018, signed by Mr. Abdie L-jpez, Manager • • • •: • ...... G. OTHERS • • • • Y • 1. Notice of Acceptance No. 17-0717.03, issued to SIW Impact Wyryjpws, LLC for their.. %.' Series "200 StormSafe" Aluminum Horizontal Sliding Window approved • • • • • • Y on 08/10/17 and expiring on 08/01 /22. • • • • • • • . . . . ...... Manuel Perez,/ . Product Control Exa 'n r NOA No.19-0131.08 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E-4 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• • FOR CAPACM SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL WINDOW WIDTH 6' MA%. 12" MAX, HEAD/SILL CORNERSA �I HEAD/SILL F� I 1 Pb OPTIC II d b II II II II II II II II II II x3S N 2 n 0 JLl_�'0 II II z � II II II II II II II II n II II II II it a II II II =�ir=_= II n 8 �I I u u I II I� n II II 24' 49 1/4- 24' D.L OPfi. D.L. OPG. 26 5/6' LADDL ANCHOR AT � ENDS .•... ...�•.• FOR CAPACITY ..... • •�••, ••••,•� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUMRS ARE NOT REQUIRED. MW7IINS CE APPLIED 4AL t� V m4-mv i m o n 0 N r4 Jan h � LLI N rOU e f O tm+ i 0Um Q7 V1 Q o Arno P... 9 Al PRODUCT REVIS5D N0.70m j• es c Icnyh* with the Florida Buildu*Code = ■ A'.q—M = n920DWX 19 OF •�� drawing no. '�'. ••........ W07-28 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • 1/8" ANN. GLASS 3/16- AWN. GLASS .090- Interlaysr o • Soflex Clear And Color Gloss • • • • • i • • i .094 jnterl 0 flexsCborInd folor Glen �4u n 3 • 'Eastman • • • • • • 'E,�tnan Z rope By Chemical Co.' • • • • • 8y C"ical CO.' b �+ 1/8- ANN. GLASS • • • • • • • •3716"•AN. GLASS LT4s1i ( ! s N• • • � m • • • • • • 0 W u 9.1 4 •• ••� Pt 4• •• 8 p� SILICONE DOWSIL 995 • • ' �iSILICONE DOWSL 995 a F= •• • • 9 a 9A WZak W pp jO1p9<� b aWi 19 AT 1/4 POINTS ON LIfES 19 AT 1/4 POINTS ON UTES WADER THAN 36- WIDER THAN 36- GLASS TYPE 'A' GLASS TYPE I1/32. OVERALL 15/32- OVERALL J o r, 1/8- TEMP. GLASS 3/16- HEAT STREN'D GLASS G 1/4- AIR SPACE .090- Intenoyer Via G 3/16- H.S. GLASS 1/8" H.S GLASS Trosifol PVB kuroray America. Inc.' Jan r 090- Interlayar 090- InteAuyer 090- Interlayer vI �` SantryGlaa TroaifoI PWB Safba pear And Color GWsa 3 CV) w BY 'Nuramy America, Inc.' By 'kuroroy America, Inc.' By 'EasGrwn CMmieol Co.' r U R 3/16- H.S. GLASS 1/8- H.S. GLASS 3/15- HEAT STREN'D GLASS U U mm+ n QF 1ALUM SP / ER v Z m aQ�i n 7 3 I, LAJ io 4 yD io j 4 3 4 9.1 Vi a,, 0 9.tA SILICONE ° SILICONE m .. SILICONE /�DOWSIL 0 OOWSIL 995 DOW50. 995 m �� 995 i , ��-y,--�f 1 1 � 1 1 � 1 ° 9A �3�tt 9A 9B rc u 19 AT 1/4 POINTS ON UIES W 19 A7 1/4 POINTS ALL SIZES 19 AT 1/4 POINTS ON LRES c WIDER THAN 36- WIDER THAN 38- Q GLASS TYPE 'C' GLASS TYPE 'D'j�$S TYPE 'E' 1 s/32- OVERALL 11/16- OVERALL 7/18" OVERALL- • 00 08 .� ^gg^ GLAZING OPTIONS PRODUCE REYTS6D 70582 acsm}ly'i wish dro F orida Buildi,g Cow — � 8 1 AaarPuaa1LoJan9,2019 Dee gip.' STATE OFF drawing no. ey . RDR1o�.. �'. W07-28 / 1 ro isn 'i�s�01VA1111`' sheet 1.1 of g . . ... . • . ... .. .. . . . .. .. . . . . . ••. . . . . . • . . . ... . . . . .. . CAPdCr1Y - PSP (ID OR OI SIZ6S) WINDOW DIMS. W/O sr». r�reoRCD+c errs sreB. RBaroRCDic GLASS TYPE '1' CILSS TYPB� 'B' • 'D' • •GIAS9 TYPE • • • • 'B' • • GIJlis TYPE • � • 'C' • • Y1ASi I7P8 4 • �' wmH HEkHr EXf.(+) wr.(-) ort.(+> K+It-) F1rr.( wr.(-r Eat(+) nrr.(-) • Exr.(rj arts-) 24• 70.0 70.0 70.0 7. 70 .0 100. - 38' 70.0 70.0 70.0 70.0 70A 70.0 a0.0 100.0 - - 46• 24' 70.0 70.0 70.0 70.0 70.0 70.0 a0.0 ,00.0 - - 80• 7 �1rV N i 0 (1/21'r) (1/2W) Ct 6 a ��`,t U OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX tg LL=�_ <ai Oi 0 NI N 0 a N Jar�i Cc .i C�OU o mo 100.0 1 0 O lg N I QU07 Vl N } o lr 11T J J H (/) T 0 O APPLIED SILL RISER (ITEM 125) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. c R o` $�W NOTE: GLASS CAPACITIES ON THIS SHEET ARE „ BASED ON ASTM E1300-09 (3 SEC. GUSTS) c m S o AND FLORIDA BUILDING COMMISSION S -8$- DECLARATORY STATEMENT DCA05-DEC-219 0 Flo '4 41 PRODUCT REVIS5D 70602 as cam6lyin wah the Florida HwIdmR Code : 1 Amegac«Nu - Jan9,2019�, Dam :O ••., aTATE OF l(A: drawing no. AT LfTG. STILE EWITH ADOL NDS I sm P.oduct '''7si'j���I IIIII``` sheet 2 of 8 DESIGN LOAD 041 . 070.0 . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... L(u!!,-U,l N • • O • • Z n 3 •• • F� °EI< •• Q � i N � • S U rr 0pw • �% °A • A 0 ec 8 Q W Q �2•f a J °$S O c J O Sj�{ N N & O �� n U v �aM s n�� N W > 0W n .R z U Y 70m n OUm En } g 3v� N NrnoLj yO C 0 0 I I W i WRH ADOL ANCHOR AT WIG. STU ENDS rj NOTE: APPLIED SILL RISER (ITEM #25) REQUIRED WHEN GLASS CAPACITIES ON THIS SHEET ARE (t/3N) (2/3h EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) o • 3 8 AND FLORIDA BUILDING COMMISSION w o as r$ 8 DECLARATORY STATEMENT DCA05-DEC-219 �P,.••�F�gp••., o � a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCT REV155D No. 70M B - C.-plYi b with dx Flondu4-gxo oR ox Jan 9,20190.STATE OF [(�� drawing no. odnct �i`Ss/ ••. •..'� rro%-L8 DESIGN LOAD CAP�C11'Y - PSF (Zit OR OX SUES) •/D SfgH. R8INFORCDiC • • 11I773 yTffi• R�'�DRCDtG • lruanolT n1>is. CLASS Trpg a• crass 7rtrs • •g• r • cuss 1'}Pt � • •c, • Euss r14R � • •c, • WIDTH HEIGHT EXT.(+) EXT.(+) rrt.(•1 E7(jE(+) s4' 70.0 70.0 70.0 >e.o •eo.o t�.D • - • • • 63• 7o.D 7o.D 7a.o ' 70.o go.o 100.0 - - n" 24• 7D.o 70.0 70.0 70.o eo.o loD.o - el" 70.0 70.0 7D.o 7a.o • o l�.a - go*- • 54' 70.0 70.0 70.0 70.4 8l.0 • t00.s • • • - • 6J• 7D.D 70.0 70.0 7D.o 0 oo.Q • . - - 7z' 36• 70.0 70.0 70.0 70.0 • eso • too.s • • • al• - - 70.0 70.0 o t .o - - s4" �70.070.070.07o.Deo.Dlao.o8370.0 70.0 80.0 100.072" ♦9• - 70.0 70.0 80.0 100.0 - al" - - 70.0 70.o go.a 100.0 - - s4• - - 70.0 70.o eo.o loo.o - - 63' - - 70.0 70.0 80.0 100.0 - - 7z' 60 - - 70.0 7D.o eo.o too.o - - g1• - - 70.0 70.0 60.0 100.0 - - 54' - - - - 80.0 97.8 - - GY _ _ D0.0 Ba.l 72• 72• - - - - 80.0 81.2 80.0 100.0 g1' - - - - 78.3 76.3 90.0 tOD.O u-1/2' 7oa 70.0 70.0 70.o go.o too.o - - 79-3/4' yg• 70.0 70.0 70.0 70.0 80.0 100.0 - - 6T-1/4' 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 - I - 79-3/4" 3a-3/8" - - 70.0 70.0 80.0 100.0 - j - 83-1/4• - - 70.0 70.0 80.0 100.0 - - 55-1/2' 70.0 70.0 70.0 80.0 100.0 - I - 79-3/4• I - 70.0 70.0 80.0 100.0 - I - 83-1/4• I - 70.0 70.0 80.0 100.0 - I - 55-1/2• 70.0 70.0 89.0 100.079-3/4" 174- 70.0 70.0 80.0 96.570.0 70.0 g0.0 95.080.0 9T.373.8 73.6 B0.0 100.0 83-1/4•720 •0.0 100.0 . . ... .. • . •• .. .. . . .. .. . • . . . . . . . . . . �U A m SVEL N • • no • OkF Z a W ' • 1 8�` OVi �o 10 Oa'm • (% yj a • a ogg< ofit dt¢ a ; gp LL Qaas 0 N H P Y N N O '! a U a JQn p V) r 0 w SOU Y OUm n �H NNE O tl� cR WITH AOOI. ANCHOR M,itl AODL ANCHOR of AT AITG. STILE ENDS AT MTG. STILE ENDS C NOTE: 4w 1 w 1 GLASS CAPACITIES ON THIS SHEET ARE w ( �; ) (/3) (� BASED ON ASTM E1300-09 (3 SEC. GUSTS) ' AND FLORIDA BUILDING COMMISSION �' DECLARATORY STATEMENT DCA05-DEC-219 ````11,,U1111TTIii7��i n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 70682 d I XOX XOX asRom.O iq-lblheFion& _ {} : iT ' A pt-NNo •D . Jen9,2019 Mcpimb-Dale Q'• STATE OF F drawing no. APPLIED SILL RISER (ITEM #25) REQUIRED WHEN a �;�s •. toato►.• �'�� W07-28 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. AY FvductContru ��7oniAL� sheet 4 of $ DESIGN LOAD CAPACITY -PSF (EOX S@5) vD4Dow Dais. ■/0 STEEL RBD7FORCING 1/1'1'B NG CLASS TYPE y, Ol.cc TYlES • B• • ,� • • GLASS TYIB• • • Y • ' QASS TYFZ • • •� •' WIOD, ![1GFfT EXT.(+) IM.(-) EXT.(+) .(- +) IM. ) .(f) M.( 72• 70.0 70.0 70.0 70p •0.0 t•Op• • - •.• • 84• 70.0 70.0 70.0 70.0 80.0 ,00.0 - - 98- 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - ,ofi• Jo.o 70.0 70.0 70.o eo , o - - 72• 70.0 70.0 70.0 70.0• 80O 1.0.0• • -• - • 84• 70.0 70.0 70.0 70.0 80� • 1 .0 • - - 96• �• 70.0 7a.o 7a.o 70.0 • � t�o.o• • -• - toe• 70.0 70.0 70.0 70.0• OOd lod0 • _• • • • 72• 70.0 70.0 70.0 70.0 00.0 ,00.0 - - Iu• 70.0 70.0 70.0 70.0 80.0 100.0 - - 96• �• 70.0 70.0 70.0 70.0 80.0 100.0 - - ,06• 70.0 7D.o 70.0 70.o eo.o ,Do.o - - 7z• - - 70.0 70.o eo.o 1ao.o - - e4• 70.0 70.o eo.o 100.0 - - 98• - - 70.0 70.0 80.0 100.0 - - 108• - - 70.0 70.0 80.0 100.0 n• - - - - 110.0 ,00.o - - �• _ 80.0 92.3 98• 72• - - - - 80.0 84.1 - - 96• - - - - 80.0 8t.2 80.0 100.0 108• - - - - 78.3 76.3 80.0 100.0 74• 70.0 70.0 70.0 70.0 80.0 100.0 - - 1�-1/4• 28• 70.0 70.0 70.0 70.0 •0.0 100.0 - - 11,• 70.0 70.0 70.0 70.0 e0.0 100.0 - - 74• 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4- 38-3/8• - - 70.0 70A 80.0 100.0 111• - - 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 •0.0 100.0 - - 108-1/4• SO-5/6• - - 70.0 70.0 80.0 100.0 - - 111• - - 70.0 70.0 80.0 100.0 - - 74- - - J0.0 70.0 80.0 100.0 - - 106-1/4- 6S• - - 70.0 70.0 80.0 96.3 - - 111 • - - 70.0 70.0 80.0 93.0 - �714'�•o.09za73.6 73.6 80.0 100.0 - - - 72.0 72.0 80.0 ,ao.0 IUY WOOD BUCK d, d, N . . ... . • . ... .. .. . . . .. .. . . . . . . . . . ••. •. . . . ... . . . . .. . TYPIGIL ANCHORS 1YPICAl. ANCHORS -SEE ELEV. SEE ELEVS. FOR SNMNG • • fEiAL FOR S11111 4 • • • • STRUI�7E CT • • • • • • • EC• DIST. •. Y . • • 000 00 1!00 •• a 111., 3 ;__00 ------------------- I MWAI-DADS COUNTY APPROVED I MULLION h MUWON ANCHORS I ;SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING i SEALANTS: II a I ii ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Iz !! li I! SIUCONE OR ACRYLIC SEALANT. O a r LI WEEPHOLES: W F. h W1 = 1- X 1/4- WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2- FROM ENDS AND 26" O.C. W it II {. I! (4) UNDER FIX. LITE AT 18. O.C. !I ! !I W2 = 1-3/4- X 1/4- WEEPHOLES WITH NYLON BAFFLE it it (2) ON VENT AREA AT 15- FROM ENDS AND 24. O.C. �i (3) UNDER FIX. LITE AT 16" O.C. APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 V _ wl \ I 3 \ 1 d: .. _. d .. • " •- " - .. 1BY • d ' WOOD BUCK . W2 Z I TYPICAL ANCHORS SEE ELEV. 7 I . r , FOR SPACING - I TYPICAL ANCHORS EDGE °�T' SEE ELEV. EDGE DIST. FOR SPACING TYPICAL ANCHORS ELEV. SPACING Z n 1' tz n 0gNW v gi gIs WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE. o J 0 TYPICAL ANCHORS: SEE ELEV. FOR SPADING H 1/4" DIA. ULTRAGON RY 'EICO' (Fu-tn KSI, fy-156 KSI) �_ ^ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES V�v •" 1-1/2" MIN. PENETRATION INTO WOOD „I Jan THRU 1BY BUCKS INTO CONC. OR MASONRY in 1-1/4- MIN. EMBED INTO CONC. OR MASONRY wLL o DIRECTLY INTO CONC. OR MASONRY .2 for m 2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 'Bum /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Tn NN>- v INTO METAL STRUCTURES 3 n STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) Via' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCR Ews (GRADE 2 CRS) G e W INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' o (NO SHIM SPACE) `a TYPICAL EDGE DISTANCE ¢ ° INTO CONCRETE AND MASONRY - 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fa a 3000 PSI MIN. C-90 HOLLOW/FLIED BLOCK AT JAMBS fm - 2000 PSI MIN. u o W u ``11111111111YEY'�i • �?9••'� �!�LqQ'', 4 PRODUCTREVISEiD ` No.70602 '� s r eea *wg -fib the Florida Aoilt'cl'Io •O 1.015 Jen 9,2079 RKp�lFa�eioJn�pore BTATE OFF drawing �nnop. OY WYI.VI/i 'i Sa: 0Ei1D1� WO7RE —28 . . ... . . . ... . . . . . . . . . . • • •• • • • • • • • 12 • • ••• • ••• ••• 1/4' MAX. 1/SHIMS OPTIONAL S TO O RING LATCH O SHIMS ANC HORS 21 STYPICAL EE ELEV. D.L. OPG. Y �8 FH SMS FOR SPACING • • • • • • • • �' LATCH METAL • STRUCTURE • • I v 7-� I I P - _—__SCREEN OPTI ________ 23 _Jtfl— A 2X3 FOAM PAD 5 14 D.L.OPG. 4 AT TOP k BOTTOM lWHEN 4A REINFORCING BAR READ. 1 LOADS EXCEEDS 70.0 PSF EXTERIOR tiBY WINDDW WIDTH WOOD BUCKS TYPICAL ANCHORS XO LAYOUT OX OPPOSITE SEE ELEV. FOR SPACING I'MDADE COUNTY APPR.D CLIPPED MULLION SEE SEPARATE NOAA II II II II II II I I III I� IFit I I. L ANCHORS iY. FOR SPACING BUCK LICTURE Wi& Biul(bde -- Accsp4wcs Wo !9 P�minCo� DMt �V �0 m N TYPICAL ANCHORSSEE � • r O 3 ELV1. FOR SPACING Q n 1p1 '0 I��n v , W M o � p1Co�g C�be o It a IL ---------- -j 8 j oZ Q WO 7NOOW WIDTH J P3 °D I N 014 Jan i 0N� 0 COLS 0 �i 00 (n N s _0 _ H VID)o I I �91111411 ��,',�i I •� 4 i I r Jan 9,2019 STATE OF drowing no. 3.000 2.500 3.312 1 IL 1.248 -1.448 O FRAME HEAD FRAME SILL 062 �- .250 .437 1.424 0, SILL TRACK ]0 1OFRAME JAMB (VENT SIDE) JAMB (VENT SIDE) . . ... . . . ... . . . . . . . . . . .-1.328 • • • ••• • • • •• • •• • • .563 F• • • • • • • • 1.375 • • • • • © VENT TqBOV1 • • 215121 I lb� • 88 2 Inj f~ 1.500--1 Oe JAMB STILE I--2.312- IJ 1.078 1.248 LL� ODUREVISED C u avmYt "•lu' the Florida `'-1.500 A� , -013 t.o8 O7 MEETING STILE Di° 2.687 078 Z Pmdaa ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REILARES 1 SIW201 1 FRAME HEAD 6063-T6 - 2 SIW202 1 FRAME SILL 6063-76 - 3 SI 213 1 SILL TRACK 6063-T6 - ♦ SIW204 2 FRAME JAMB (VENT SIDE) 6063-T5 - 4A SIW131 2 FRAME JAMB (FIX SIDE) 6053-75 - 5 SAW206 1/ VENT FIXED MTG. RAIL 6063-T5 - 6 S8W107 2/ VENT VENT TOP R BOTTOM RAIL 6063-T5 7 SAW105 1/ VENT VENT INTERLOCK 6063-T5 - 8 STN106 1/ VENT VENT JAMB STILE 5063-T6 - 9 SNW 112 AS REDD. GLAZING BEAD (3/8- GLASS) 6063-T5 - 9.1 SIW128 AS REOD. ALT. GLAZING BEAD (3/8- GLASS) 6063-T5 - 9A STIV108 AS REOD. GLAZING BEAD (7/16- CLASS) 6063-T5 - 9.1A SIW127 AS REOD. ALT. GLAZING BEAD (7/16- GLASS) 6063-T5 - 98 SIW117 AS REDD. GLAZING BEAD (LAM. INSUL. GLASS) 8063-T5 - 11 2K358B22 2/ VENT SWEEP LATCH, AT 15-1/2- FROM EACH END - MASSOUD 8 BROS. CO. 12 SIW709 2/ VENT SPRING LATCH, AT 15-1/2- FROM EACH END 6063-T6 - 13 - AS READ. FRAME k VENT ASSY SCREWS - #10 X 1-1/2- PH SMS 14A - 2/ YEW FIXED RAIL SCREW AT TOP - #12 X 1-1/2- PH SMS 148 - 2/ VENT FIXED RAIL SCREW AT BOTTOM - #12 X 4- PH SMS 15 SIW207 4/ VENT ROLLER HOUSING h GUIDE DELRIN - 16 S0V208 2/ VENT ROLLER - BR/SS OR ST. STEEL 17 SW209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LRE SETTING BLOCK, DUROMETER B5t5 SHORE A EPDM - 20 W23201NG AS REDD. TOP k BOTTOM RAIL W'STRIPPING - ULTRAFAS OE EOUN. 21 9302BL AS REOD. FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16- BOX 23 U4513 AS RE00. BULB W'STRIPPING - SCHL.EGEL 24 5531 AS RE00. EXTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 25 5530 AS REOD. IMEWOR GLAZING SPACER. DUROMETER 70±5 SHORE A SAMOPRENE CENTRAL PLASTICS 26 SM'211 AS REOD. SILL RISER 6063-T5 - 1.474 1.248 .050 r644 1.644 I� �- �.078 .155 I .812989 .2�_ .290 1.875 ----I 7- 1.177 L .050 1.177 "'���LLLIII .615 O FIXED MTG. STILE I f.176 -N -'083 i-.309 .184 -i 24 EXTERIOR GLAZING SPACER GLAZING BEADS (3/8- GLASS) IS SILL RISER I sUls 1:1 FRAME JAMB (FIX. SIDE) 1.495 I 5511.5511-- .22901 r .�- .812 I I .638 1.122 `- 1.177 81L .050 1.m J- •oso t.m 615 .216 .184 �•I ,184 .078 GLAZING BEADS (7/16- GLASS) GLAZING BEAD (LAM. INSUL. GLASS) 12 SPRING LATCH 25 INTERIOR GLAZING SPACER SUIT 1A 77� N0.70592 d � _ a Sa % Jan 9,2019 STATE OF ((�� drawing no. �°�°" •���� wog-28 . . .•. . . . ... • • • • • • • • • • • • ••• • • • • ••• �U b u l R a •• • • • s yii •• dye •• • /"/" ptIc / 0 Q w•i F � c J .p of N N � 0 � VENT TOP/BOTTOM CORNERS FRAME TOP CORNER �1 U � FRAME TOP CORNER _j C � 0�= n +PQU 13 13 0 O m n NNr' h Nrno 0 I `0^8ISM oo� c ``111p�1ut11!11111 ((((''' PRODUCT REVISED _ .7(19Y2• t as —,*y4 with the Florida f OAvildatg Code — FRAME BOTTOM CORNER FRAME BOTTOM CORNER drawing no. AT MOVING END AT FXED END ''�s .''•. C9®.` FIXED MTG. RAIL CORNER twfi•� ''.(s...AL ,i?`` sheet $ of $ M IAM 1-Du4DE MIANII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 COPE: •' • This NOA is being issued under the applicable rules and regulations governing,• the • e of cqiguction • materials. The documentation submitted has been reviewed and accepted by MiWpi lwe Cott jg PER - • • • Product Control Section to be used in Miami Dade County and other areas where alla:%W by the Authority. • Having Jurisdiction (AHJ). 0000 : " This NOA shall not be valid after the expiration date stated below. The Miami -Dade 0owity Product 1~ontrol ..... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade CQdiity) reserve Pq right • • 9 • • to have this product or material tested for quality assurance purposes. If this prMud't'or material fails to • • • • ; • perform in the accepted manner, the manufacturer will incur the expense of such 1es1 gland the AHJ may •. immediately revoke, modify, or suspend the use of such product or material within their jurisdistica;. RER* reserves the right to revoke this acceptance, if it is determined by Miami-Dade:Cpanj Product Control:....: Section that this product or material fails to meet the requirements of the applicable building cod;,. ;, , • 0 • This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocitv Hurricane Zone.- "1J.71 tur 11V1\: awritz JVV asurmanitc I-UUMAUUlll 91AM Y/1I14VW - ■ APPROVAL DOCUMENT: Drawing No. 0 -49, titled "S- torm a e A um. Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision H dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control qantinn MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manu acture s name or logo, city, state, model/series, and following statement: noted herein. "Miami -Dade County Product Control Approved", unless otherwise RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0717.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0131.05 MIAMMDADE CC+UNTY Expiration Date: August 29, 2022 1 Approval Date: March 28, 2019 Page I SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0604.05) 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.I.)" s sheets 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17,*prepVed by 16tl<• • Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • •' 2) Uniform Static Air Pressure Test, Loading ptf FBC TA9 2(12-�4 3) Water Resistance Test, per FBC, TAS 202-It • along with marked -up drawings and installation diagram of an alur8iijum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT,SIW-=-%?A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E 7 • • • • (Submitted under NOA No. 14-1212.01) • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 y 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 14-1212.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fined window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05)710Manu Pe ez, P.E. Product Con of aminer NOA No. 19-0131.05 Expiration Date: August 29, 2022 Approval Date: March 28, 2019 E - 1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED B. TESTS (CONTnvUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Tart • Report No. HETI-07-4111, dated 01/25/07, signed and sealed I:y Iel E. Dr(92— • • • • • • Seda, P.E. .. . ...... .. . (Submitted under NOA No. 07-0604.05) . 9 • ; • • ...... 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.84. :"'•; 2) Cyclic Wind Pressure Loading per FBC, TA3 i03094 • • •' ..... along with marked -up drawings and installation diagram of a sMOI 31)0 aliftrA jd4i • • • • • fixed window, prepared by Hurricane Engineering Testing Laboeato�', Inc., Ter Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Ra)tel E,DroV Seda, P.E. • • • . (Submitted under NOA No. 07-0604.05) • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) Ma uel ffte4, P.E. Product Control x iner NOA No. 19-0131.05 Expiration Date: August 29, 2022 Approval Date: March 28, 2019 E-2 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 11/18/14, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •••• (Submitted under NOA No. 17-0717.01) .' . • • • • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resourc64WR). • • • • ...... ... . E. MATERIAL CERTIFICATIONS • • • • �' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americ2r,•1pc. fox their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25415, ex# Mg bn 07/04/18. ' • • • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for'tti 4r "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0717.01) 2. Laboratory compliance letter for Test Reports No. HETI-07-4110, HETI-07-4111, HETI-07-4112, HETI-07-4113, HETI-07-4114 and, BETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 14-1212.01) G. OTHERS 1. Notice of Acceptance No. 14-1212.01, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., appro on 03/26/15 and expiring on 08/29/17. anVo. Perez, P.E. Product CoExaminer NOA19-0131.05 Expiration Date: August 29, 2022 Approval Date: March 28, 2019 E-3 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision H dated 12/05/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •... . . .... ...... B. TESTS .. ...... .. . 1. None • .. .... C. CALCULATIONS • • • • • • • • . 1. None ..�..� ... ..... .. .. .. ...... D. QUALITY ASSURANCE . • . . . 1. Miami -Dade Department of Regulatory and Economic Resources �MR) • • • • • • ...... •00 •••••• E. MATERIAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No. 17-0717.01, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., approved on 08/24/17 and expiring on 08/29/22. Manuel Iff(ra P.E. Product Control x miner NOA No. 131.05 Expiration Date: August 29, 2022 Approval Date: March 28, 2019 E-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • •• WINDOW WINDOW WINDOW WIDTH U 8 z L J L WINDOW WIDTH . WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH _, 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 6' MAX. ANCHOR SPACING AT CURVED FRAMES 12' MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MV1MI-DARE COUNTY APPR'D WINDOWS USING MWAI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. WNDOW WIDTH FALSE MUNTINS 11 (SURFACE APPLIED) %1 MAY 1>E USED Y I; ;t �I I� I I, II II I� II II I, I� II II II - ----- o xy it l I 1 II II 1 I I, ,1 --_Z __ I� t I 1, ,1 e 12' MAX. HEi1D/SILL HEAD/SILL CORNERS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 20NE (HVHZ). 1BY OR 20Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOAD. TO THE BUILDING STRUCTURE ANCHORS SHALL BE -CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE dr ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.•. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. W s WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH • C ' REQUIREMENTS OF ANSI Z97.1. R 8 THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. 8 SHUTTERS ARE NOT REQUIRED. > ' � � W E11$F'•. /� j I o g PRODUCTREVISM m caW Yv8 with the FWrida 70682 t £ HWdnB C.& p� n I drowing no. STATE OF �!Z/� Q BY .AlomW._•', ���` ,,,;�, Plobct ��S'. W07-49 1 of 7 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. �V 1/8' ANN. GLASS • • • • • 3/fINK ( � s • • ,Y ~ • • •• • • • �• Nt r• • 9 SO' kl Clear An • • • 1 • • Safks-And ed1br Glass e 3 Safbs Clear And Color Glass • • • • • • Z a By 'Eastman Chemical Co.' • • • • • • By ' Ch.-Al Co.' 0 i id I 1/8' ANN. GLASS 3/18' ANN. GLASS fl a i 8� • 5 • •� � � • • N 5 • • ]r( r + 3.1 6 • • + 1 • li l 6 • v $LSa .. .a . .;l SILICONE I. I SILICONE a¢ � DOWSIL 995 jl DOWSIL 995 Q 6 G l� li o.1Q K� 0 3 K 3A � u+ T AT 1/4 POINTS ON LlfES T AT 1/4 POINTS ON LITES < W WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'AGLASS TYPE 'B' s n 29/64' OVERALL 29/64' OVERALL 1/8' TEMP. GLASS ; ^ 3/16' H.S. GLASS 1/4' AIR SPACE 1/8' N.S. GLASS 3/16' H-S. GLASS 090' Intedoyer 4 J > n Safles Clear And Color Glass < 4 090' Interlayer By Tostmon Chemical Co.' 090' Inlerloyer SentryGlos OR SentryGlas l C Ln ( a By 'Kummy America. Int.' 090' Inted yer By �Kummy Amerlca, Inc.' l O0_ Trosdol PVB I :P CD U a By 'luromy Americo, Inc.' 7 O 3/16' H.S. GLASS —1/8' H.S. GLASS r 0U0] p: 3/16' N.S. GLASS F CARDINAL XL EDGE SPACER = to z m ; 5 ST. STEEL 6 i i j 6 u 3.2 6 i. SILICONE u' I �� SILICONE r' SILICONE I y I I I I I I nOWSIL 995 G DOWSIL 995 DOWSIL 995 u y� 3A u W o W T AT 1/4 POINTS ON LITES WIDER THAN 36' T AT 1/4 POINTS ON LTTES WIDER THAN 36' 7 AT 1/4 POINTS ALL SIZES 'C'GIASS 'C1' 'D' GLASS TYPE TYPE GLASS TYPE 7/16' OVERALL 7/16' OVERALL 11/16' OVERALL FOR LOADS LESS THAN OR EQUAL TO 70 PSF ........` MIN. GLASS BITE CAN BE 5/8". S GLASS TYPES A, B & D. PRODUCT REVISED 8 cm*)7% wuh the Flonda 70MBuddins Code Acceplamot W Expiretioe Dam Jan 9,2019 BTATE OF •�VZ; drawing no. sy , a .. '', 5+.:.Ft°'"°"•.vG.: W07-49 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAP CITY - PST • • j'--W 'j E • I • • • • ; �.1E: L WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE- BASED ON ASTM E1300-09 (3 SEC. GUSTS). `111A11[/, � JP„',�,7N/ice PRODUCT REVISED - ss cdoplymg wi91 the FIm�dA _ �. 70582 '_ D:rldmg Codc _ ii _ ��Z ��Jan E. O ,. �2019 jj/` Qi ; �O�D^: ��� 'sts/•. •. •.•�� / ///lOj SAL\,\\`` Z 0 ll' F C 0 it N Q a 1+ 0 .5 H Q Z = a ZZ Q W a 3 Iq` A 3 y • L • M4 19 I9 g K A n o� F WINDOW DIMS. GLASS 'A' TYPE GLASS 'B' TYPE • GABS • • 'C� TY PE • G146, `1' TYPE GLASS 'D E WIDTH LENGTH EXT.(+) TNT.(-) EXT.(+) INT.(-) . +) NT. ) EXT.( INT.f-) EXT.(+) Wr.(-) 26-1/2' 32' 37' 42' 48' 53-1/8' 26. 60.0 60.0 70.0 70.0 1n.0 ito.O 50.0 0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 60.0 80.0 70.0 70.0 90.0 130.0 80.0 80.0 80.0 60.0 60.0 60.0 70.0 70.0 90.0• INFO 60.0• 60" 60D• 60.09 60.0 60.0 70.0 70.0 90.0 1 6F0 6F0 26-1/2' 32' 37' 42' 48' 53-1/80 38-3/e' 80.0 60.0 70.0 70.0 90.0 13M GOO 6A11 60.0 60.0 60.0 70.0 70.0 90 1 .0 6* 6m 61010 60.0 4 60.0 60.0 70.0 70.0 90.0 11.0 60.0 .0 6F� 57.9 57.9 70.0 70.0 90.0 130.0 80.0 60.0 60.0 80.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26-1/2" 32' 37' 42' 46' 53-1/8' 50-5/8' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 80.0 130.0 80.0 80.0 80.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 0 0 3 J JQ .y I Q v�� Ot ` 3 � S 3� c m O N u " _ U I O m r r u 70.0 70.0 90.0 130.0 60.0 MO 50.0 60.0 - - 70,0 70.0 90.0 130.0 60.0 60.0 S9.4 59A 26-1/2' 32' 37' 42' 48• 53-1/8' 63' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 50.0 60.0 60.0 60.0 70.0 MO 90.0 130.0 50.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 _ _ _ _ _ 90,0 1b.D 80.0 60.0 - - 26-1/2• 32' 37" 42' 48' 53_1/8• 74-1 4' / 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 I b.O 60.0 50.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 60a 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 90.0 1b.0 60.0 60.0 - _ _ _ _ 90.0 130.0 60.0 60.0 - - 26-1/2• 32' 37' 42' 48' 53-1 8" 78, 60.0 60.0 70.0 70.0 90.0 130.0 60.0 MO 60.0 60.0 - - 7O.o 70.0 90.0 130.0 60.0 60.0 60.0 WO - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 90.0 130.0 50.0 60.0 g 0 0 Qp s 8 90.0 130.0 60.0 60.0 90.0 130.0 60.0 60.0 26-1/2' 32' 37• 42' 53-1/8' �, 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60a 60.0 60.0 60.0 - - 70.0 70.0 90.0 1b.0 60.0 60.0 60.0 60.0 90.0 130.0 60.0 60.0 90.0 130.0 60.0 60.0 - - - - - 90.0 129.4 MO 60.0 - 26-1/2• 32' 37' 42" 48' 53-1/8" 96' 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 Wa 60.0 60.0 60.0 _ _ _ _ 90.0 7b.0 60.0 60.0 - - a ^' s = W LL g - - - - 90.0 128.6 60.0 WO - - - - - - 90.0 119.5 60.0 60.0 - - 90.0 111.0 60.0 6010 - 26_1/2• 32' 37• 42' 108' _ _ _ _ 90.0 130.0 60.0 50.0 - - e .. •� \ l ` e i 1 - - - - 90.0 130.0 60.0 60.0 - - - - - - 90.0 130.0 60.0 60.0 - - - - - 90.0 12.2.5 60.0 60.0 - - 26-1/2" J2' 37' 42' 120' - - - - 90.0 1b.0 60.0 60.0 80.0 - - 90.0 130.0 60.0 - - - - - - 90.0 1b.0 60.0 60.0 - - drawing no. W07-49 - - - - 90.0 112.4 60.0 60.0 - - 26-1/2' 32' 37' 126' - - - - 90.0 1b.0 60.0 60.0 - - _ _ _ _ 90.0 1b.0 60.0 60.0 - - - - _jL0_L 130.0 60.0 1 60.0 - - 9he6t 3 of 7 . . ... . • . ... . . . . ••. . . . . . • • . • • ••• • • • • ••• DESIGN LOAD CAPACITY - VF DESIGN LOAD CAPACITY - PSF L ; W I�----j� I I NOTE'. WIDTH AND LENGTH DMIENSM CAN BE ORIENTED VERTICALLY OR HORIZONTALLY A5 SHOWN ABOVE. rRODUCI' Rfi VISDD 49 emnPlYn• wiH the Florida 13uddkW Cede A Datq ``AAA11111t11 ///Y77 � 70592 :70.0 Jan 9,2019 I2 BU7E Of 0', .c� �'cS /�Dl?� 7S'�AAL ///jnjjlNl �U AB �Y ,o O h f a G O 5 g g C Q i 0:, Q Y1 LL =M- Y1 O FS Q ESE r r r ^ io 1yp w 8 1C r F AINDOTI DIAAS. GIASS 'A' TYPE GLASS 'B' TYPE SLASS • It, TYPE • • GL15• • 'Cie w'PE GLASS • l' TY44 • It DIMS. GIASS 'A' TYPE GLASS 'B' TYPE GLASS 'C' TYPE GLASS 'CI' TYPE GLASS 'O' TYPE WWTH LENGTH EXT.(+) WT.(-) D(T.(+) TNT.(-) .(+ .(- EJR.(+) .(- E)(T.(+) HT. ) W&M LENGTH EXT.(+) 9R.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) M.(+) INT.(-) 24• JO' 38" 42' 46• 54' 60' 66' 72' 78' g9• 60.0 60.0 70.0 70.0 90.4 1300 80.0 • • 80.0 • 60.0 •� 30' 36' 42' •48' S4• •60" 066" 72' 76' 60.0 60.0 70.0 70.0 90.0 130.0 604 60.0 80.0 60.0 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 50.0 60.0 80.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 80.0 60.0 - - - - 90.0 130.0 80.0 60.0 - - WA 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 - - - - 90.0 128.6 60.0 60.0 - - 60.0 60.0 70.0 70.0 90.0 .0 .0 60.0 • 80.0 • 20.0 - - - - 90.0 119.5 60.0 50.0 - - 60.0 80.0 70.0 70.0 90.0 IN. .0 .0 .0 60.0 - - - - 70.0 70.0 - - - - 60.0 60.0 70.0 70.0 90.0 1910.0• •0.0 • 40.0 • 50.0 60.0 - - - - 70.0 70.0 - - - - - - - - 70.0 0.0 .0• 10.00 00.00 60.0 - - - - 70.0 70.0 - - - - - - - - 70.0 70.0 .0 60.0 .0 .0 - - - - 70.0 70.0 - - - - 70.0 70.0 60.0 60.0 50.0 60.0 - - - - 69.6 69.6 - - - - - - 70.0 70.0 60.0 80.0 60.0 80.0 24• W. 38' 42' 46• 54' 106 - - 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 - - - - 70.0 70.0 60.0 60.0 - - - - - - 90.0 130.0 60.0 60.0 - - 21• 30' 36• 42" 48' S4. 80' 66• 72" 78' 64• �• 60.0 60.0 70.0 70.0 90.0 130.0 80.0 B0.0 60.0 60.0 - - - - 90.0 130.0 80.0 60.0 - - 60.0 60.0 70A 70.0 90.0 1J0.0 60.0 00.0 60.0 00.0 - - - - 90.0 122.5 O0.0 60.0 - 60.0 60.0 70.0 70.0 90.0 170.0 BOA 60.0 00.0 60.0 - - - - 70.0 70.0 - - - - 52.9 s29 70.0 70.0 90.0 130.0 60A 60.0 60.0 60.0 - - - 70.0 70.0 - - - 46.3 46.3 70.0 70.0 90.0 130.0 60A 60.0 60.0 60.0 70.0 70.0 6 �1 O H O_ o N N J L,j Maj J > r7 4; � � C W o 0 5 = n rOU i 7 ZO 6 I 0 U m ^ ! 3 u7 , rl G J - - 70.0 70.0 90.0 130.0 60.0 60.0 00.0 60.0 66' - - - - 70-0 70.0 - - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 72' - - - - - - - - 70.0 70.0 60.0 60.0 _ _ 2{' J0 36' 42' 54' W. 120' _ - 70.0 70.0 90.0 130.0 00.0 50.0 60.0 60.0 - _ _ _ 70.0 70.0 60.0 60.0 - _ _ _ 1i0.0 I30.0 60.0 80A - - - - - - 70.0 1 70.0 80.0 WA - - - - - - 90.0 130A 60.0 60.0 - - - - 70.0 70.0 1 60.0 ODA - - - - - - 90.0 112.4 60.0 60.0 70.0 70.0 80.0 60.0 - - - - 70.0 70.0 - - - - 24' 30' 36' 48" 54' 60• 66" 72• 78" 94• as W. 00.0 00.0 70.0 10.0 90.0 130.0 60.0 80.0 60.0 60.0 - - - - 70.0 70.0 60.0 sob 70.0 70.0 90A 130.0 60.0 00.0 80.0 60.0 - - - - 70.0 70.0 Gob 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24• 30' 38" 42' 18' 54' 60' 120' - - - - 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - - - 90.0 130.0 60.0 80.0 - - - - 70.0 70.0 80.0 130.0 60.0 Bo.O 60.0 60.0 - - - - 90.0 130.0 60.0 60.0 - - - - - - 88.6 127.9 594 59.0 - - - - - - 70.0 70.0 - - - - - - - - 79.7 115.1 53.1 53.1 - - - - - - 70.0 70.0 - - - - - 70.0 70.0 53.1 s3.1 - - - - - - 70.0 70.0 - - - - - - - - 70.0 70.0 53.1 53.1 - - - - - - 70.0 70.0 - - - - - - - - 70.0 70.0 53.1 53.1 - - 24" W. 36' 42. {B' 54' 132' - - - - 70.0 70.0 60.0 60.0 - - 70.0 70.0 53.1 53.1 - - - - 70.0 70.0 60.0 60.0 - - 3 a`ul . � F R o g 9i _ _ _ - 70.0 70.0 _ _ _ _ 70.0 70.0 60.0 60.0 - - 24' 30' 36• 42' a. 54' 60• Go' 72' 78' 84• 72' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - - - 70.0 70.0 - - - - 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 - - - - 70.0 70.0 - - - - - - 70.0 70.0 20.0 130.0 60.0 60.0 60.0 60.0 - - - - 70.0 70.0 - - - - 70.0 70.0 90.0 130.0 60.0 60.0 50.0 60.0 24' 30' 36• 42' {8' 54 1�, - - - - 70.0 70.0 60.0 60.0 - - - - - - 90.0 130.0 60.0 60.0 - - - - - - 70.0 70.0 60.0 80.0 - _ _ _ _ _ 80.5 127.9 59.0 59.0 - _ _ _ _ _ 70.0 70.0 60.0 60.0 - - - - - - 79.7 115.1 53.1 53.1 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - 70.0 70.0 411.3 48.3 - - - - 70.0 70.0 - - - - - - - 70.0 70.0 - - - - - - - - 70.0 70.0 - - - - 24' 30• ]e• 42• 48' 54' iH' - - - - 70.0 70.0 60.o 60.0 - - u „ O ci - - n gj o - - 70.0 70.0 - - - - - - - - 70.0 0 60.0 - - _ _ _ _ NLO _ 70.0 70.0 _ _ _ _ - 70.0 - - 24' 30• ' 42" 80. 72' 78' 64• �• 60.0 50.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 $0.0 60.0 - - - - 70.0 - - - 3 - - 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 - - - - 70.0 _ _ _ - 90.0 130.0 80.0 80.0 _ _ 24' 30' 36• 42• 48' 1S0• _ _ _ _ 70.0 .0 E 60.0 - -46" - - 90.0 130.0 60.0 00.0 - - - - - - 70.0 .0 60.0 - -S4• _ _ _ _ a" 127S 59.0 59.0 _ _ _ _ _ _ 70.0 _ _ _ _ _ 79.7 115.1 S3.1 53.1 _ _ _ _ _ _ 70.0 _ _ _ 70.0 - - - - - - - - 70.0 - - - - - - - 70.0 70.0 - - - - GLASS BASED CAPACITIES ON ASTM ON THIS E1300-09 SHEET � 3 ARE SEC. GUSTS). ) drawing no. W�7-49 sheet 4 of 7 _ _ _ _ 69.6 69.6 _ _ _ _ 646 646 _ 6a.6 e{.e - - - - 18y WOOD BUCK a .a e4 . q a, � e IN G . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . 0 % . . . . ... TYPICAL ANCHORS SEE ELEV. • • • • TYPICAL ANCHORS SEE IrEVS• FOR SPACING • • • • • • • METAL • FOij iPAC14 • • • • aw •�._J • • • STRICTURE • • • • • ESE DISTy� • TYPICAL ANCH SEE ELEV. FOR SPACING r--------------- ----�l I MWII-DADE COUNTY APPROVED II I MULLION h MULLION ANCHORS I SEE SEPARATE NOA �1 I I EDGE GIST. I I 1 I I� TYPICAL ANCHORS, SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ � WOOD 18Y BUCK 1 TYPKJIL AIiCHORS �I SEE ELEV. FOR SPACING Tj(YICAL ANCHORS: SEE ELEV. FOR SPACING V4' DNA, ULTRACON BY 'ELCO' (F -1T7 KSI, Fy-155 Ksi) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEM/SILL/JAMBS) 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEM/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 012 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 M•1. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C-90 HOLLOW/FLUID BLOCK AT JAMBS fm - 200D PSI MIN. PRODUCT REVISED u t..*yi•g with the Florida BW&n Code A¢oeatmra Nb I¢QJ2L,. Nw 70982 : * ^ Jan 9,2019 STATE aF �drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . (0�tju I. . • • • • • •. C ��, . . ..• . ..• •. CoR 9'o NTY APPR D DUI PPED MULLION • •�+ • • • • • • • : • • • Q C 17 SEE SEPARATE NOA — • • V • w 1r �ADs16 • ••• ••• F.,a� O� Q �C N pp 2�� A J ill J Q'� � II II O II 11 1 1 J I L___JI •I v EXTERIOR ; o WINDOW WIDTH WINDOW WIDTH r ,U^v X JaM InN� r c TYPICAL ANCHORS TYPICAL ANCHORS SEE EUY. SEE ELEV. O FOR SPACVJG 1/4. MAX. FOR SPACNG N U m } SHIMS 1/4- SHIM pq 1/4� MAX. © TYPICAL ANCHORS MAX. SHIM SEE ELEV. to (n O� O FOR SPACING S v. i _ W �• C METAL v . WOOD N STRUCTURE WOOD SIRUCTLR • i s R EXTERIOR 1 D.L OPG. v LD WOOD DUCT - `\``T1NNN IJ��'' r �r—i �...• m WINDOW WIDTH BFQ PROWCF RLVIS10 No. 70692 l yy coaRlysg wiN tLe Florida �� � B.ddin8 Code _ Lu 0 5 Jan9.2019�; �.c �'•,, BTATE OF � �` drowing no. PIvA1cL �'��,S�pAIAIT`�`� sheet g of 7 2.906 I 078--1 9I37 —T 1.749 L .687 1.701--I O FRAME O FRAME COVER (OPTIONAL) .045 .557IF �•j .551�-- .112 .81Y I I� 1 1.177 LI .050 1.177 .216 GLAZING BEADS (7/16- GLASS) - 1 .045 .623 1 .812 81� 1.177 �I .050 7.177 2B8 —i .184 --I Q GLAZING BEADS (5/16" GLASS) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • •• • •• • • • • •• • • • • • • • • • ••• • ••• •• •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• .812 .200 I;:I .Zia 050 1.177 TlLal -.063 ® l() EXTERIOR GLAZING SPACER GLAZING BEAD (INSUL. LAM. GLASS) ITEM PART / QUANTR'Y DESCRIPTION MA7'ICLUL IIANl./SUPPLIER/RUUM 1 SRV301 4 WINDOW FRAME 6063-TB - 2 SIW303 4 FRAME COMER (OPTIONAL) 6063-T6 - 3 SIW108 ♦ GLAZING BEAD (7/15' GLASS) W63-TS - 3.1 $IW127 4 N.T. GLAZING BEAD (7/16' GLASS) 6063-TB - 3A SEMI 12 4 GLAZING BEAD (5/16' GLASS) 6063-T6 - 3AA SIW128 4 ALT. GLAZING BEAD (5/18' GLASS) W63-TS - 3.2 SIWI 17 4 GLAZING BEAD (INSUL M. GLASS) W63-T6 4 /10 X 1-1/2' 2/ CORNER ASSEMBLY SCREWS CRS PH SMS 5 5531 AS RE00. EXTERbR CWJNG SPACER. WROMETER 7035 SHORE A SANWWNE CENTRAL PLASFICS 6 5330 AS REOD. NTUWR GLAZING SPACER, WROMETER 70tS SHORE A SANTOPREIE CENTRAL PIASUCS 7 - 2/ LRE SETTING 8L0CR, DLIROMETER 6535 SHORE A EPOM - O INTERIOR GLAZING SPACER S 1:1 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. TYP. CORNER DETAIL :<�)DUCF REVISED .M1 cw,,Iyiog with it. Florida iwlding Code 1���q� .4ccwLs No m-01-31 1 �,u to C) • q p 9081 W a C g psoo.L <IN ab•f� �. 4 I • 1 .. -, a Jan9,2019 ir� I(� 6FA"fE OFF drawing no. W07-49 91 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications I Contact Us I BCIS Site Map I Links I Search I dbpra Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL6890-116 Application Type Revision Code Version 2017 Application Status Approved 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 Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE j Validation Checklist - Hardcopy Received FL 890_M_M_EvaIReport161D.pd Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 •••• Sur mmary of Products _ _ -- • • — *-so* •••••• FL # Model Number or Marn784 Description ' ' ' 6890.1 8400 Vinyl Casement00 Vinyl Fig/Fin CaseW1." ' :*Go*: Limits of use stallation Instructidq; • ; ""' ..... Approved for use in HVHZ: Yes 6890_$_lj_ • Approved for use outside HVHZ: Yes Verified By: Lucas A. Tum®r is201 • • Impact Resistant: Yes Created by Independent'rhFr8 Party: Yes " ' ": Design Pressure: +67.5/-67.5 Evaluation Reports 900000 • ' Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 REM— Evall1jortf6i dd • • • • • • • • sf, Max. size 37" x 72". Outer lite in I.G. to be full tempered P Y P Created b Inde ende Third Party:1Zes "� Y P � d • • when used 30 ft. above grade in HVHZ. Glass complies with • • • """ ASTM E1300-04. �' ' : •"• Back 0 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Wj ® W'- M Credit Card Safe URNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements 9f FAV. Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the rctjuire%ents ofIAebt'h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. TVe product 4 es inge standards performed are outlined below. • •„•„• Technical Documentation: • ' ""' Y 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North P"r J;L . •. * • • • ` 2) Approval drawing CWS-161 D, signed and sealed by Lucas A. Turner, P.E. .. ` • • ` ` • • • • • ; • 3) Test Reports NCTL-210-3673-1, -IA, -2, -2A, and NCTL-210-3674-1,-IA,:29 fj, from ' National Certified Testing Laboratories, Orlando, FL signed and sealed by Girard Y. Ferr,*a.:i. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA j01/1%2/A440- :••••: 2005, and ASTM E 1886/1996 2002/2005 " ' ` `• ` 4) Supplemental Calculations to support CWS-161 D, signed and sealed by Lucas A. Turner, P.Eoo Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1 117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 61h 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. ,,a,&Soviet#,,,, .� tic E W p"ii •t�?�'� Lucas S � : No 58201 Turner * * i * = 8/28/2017 2017-08-30 = a? Lucas A. Turner, P.E. STATE OF 16:01+20:00 %�T'.� P ••`�'.� ��i,F O R 10. • ��'��� FL PE #58201 . . ... . . . ... . . . . . . . . . . CASEMENT; jhRGE•1s119SfLE WRACT . . . . . . • — 381/4• • • • • • • • • MAX OVERALL • • 000 • • • • • 38 1/4' FLANGE WIDTH MAX. OVERALL FLANGE WIDTH — 37" 37" UNIT WIDTH • IT WIDTH 35' •• • •• ••• •4N MAX. SASH WIDTH • • • • • • • 35' • • • • • • • • • MAX SASH WIDTH • • • • • • • • - — — — — — — — • . • • • • ... • • A I / 731/4 I / MAX. OVERALL I FLANGE I / I / MAX. HFI(:HT \ MAX. \ SASH \ WEIGHT i \ 301/2' .; LEFT HINGED - SHOWN RIGHT HINGED - OPPOSfiE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 GLAZING DETAILS.................................2 SECTION VIEWS....................................3 EXTRUSIONS & B.O.M...........................4 ANCHOR SCHEDULE & NOTES............5 INSTALLATION DETAILS.......................6 MAX. OVERALL B NGE HEIGHT I I 65 1 /2" �' I GLASS MAX. DLO UNIT I HEIGHT I 61' I MAX. SASH HEIGHT I I I X ' I F- 30 1/2" RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE B GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) ggimffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. IMPACT 4. DESIGN PRESSURES: a i 3 a z p -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. o w O Q w o -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER w z O z ¢ k i W INFILTRATION TEST PRESSURE, AND GLASS TABLES LL o ¢ U) 3 > 0 = 3 Mn E-1300-04e01/109. z z= m a Q w O O O 0 O'ja=h-¢ 5. ANCHORAGE: THE 33 1 /3 % STRESS INCREASE HAS NOT BEEN USED IN 0 z z z ~ � U) Z) THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION z 0 O 0 (6 0 — z O DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. a ¢ F- — w i LL 3 ��0? 0 w Q L a z ,0��O w 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LL W co rn w O m � NOT REQUIRED. a. -� — = a Ir O — 0 w P 0 a-M 7. ALL FRAMES AND VENTS FULLY WELDED. =a � a cr cr 3 a DLO 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" / HVHZ LARGE MISSILE IMPACT ++/6 . PSFF NON-HVHZ 37 x 72" HVHZ +/- 67.5 PSF zZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 05/05/07 V # AEV CWS-161 D ALESHEET 1:15 1 OF6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . .. . .. . . • • •• • • • • • • • • • ••• • ••• •• .• • . . •• ••• •• . • • • • • . • • • . .. . . . . . ... .. 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7116" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER QUANEX DURASEAL 118" ANNEALED IG SPACER SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE GLASS TYPE A WINDOW SYSTEMS I_-LJ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 84W PVC CASEMENT IMPACT J 7/8' OVERALL F o w 0 r/t WO O 6 Q 1/8' HEAT STRENGTHENED or TEMPERED w Z O Z } ¢O ¢ 3 m 7/16"AIRSPACE LL Z �w3ZF-3�_ Z= m Q¢ W O O 5116' LAMINATED GLASS O O OFOQ=F¢ O O N F d F y IL U 6 118" HEAT STRENGTHENED Q O Z U (6 Z� OLLO O= .090 DUPONT PVB INTERLAYER } ccQ p W O Z ��rZ QUANEX DU 1/8" HEAT STRENGTHENED O c p 9 W IG SPACER SIKAFLEX 552 OR ¢a w LL rn w J ? = 0- a: 0 — 3 PURFECT GLAZE "H' O _~ a a w 3 w rn a ,%pRette,, � 46 112" GLASS BITE Z- v . No 58201 .7t to ;*S Z0.- STATE OF G��• It' GLASS TYPE B zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SETTING BLOCKS PER FBC 2411.3.3.11 I GLAZING DETAILS MAX UNIT SI2E MAX POS. DP GLASS 'TYPE 3T' x 63" +67.5 A X + ADE 05/05/07 V F REV. CWS-161 D A� SHEET 1:1 2 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • •• • • • • • • • • • • • • • • WINDOW �� • • • • • • • • • • • • • • • •OCALA, INTERIOR 1900 SW 44TH AVE. FLORIDA 34474 • • • • • • • • • •• www. WWW.CWS.CC 9 11 a9 48 .. .. ... .. 0 8400 PVC ' " . ... • • • • ' • . . . . . . CASEMENT ' • • • • 10 • . . . • / IMPACT 461 1 •• • • • • • ••• •• ki 1 a1 6 18 J z a 3 ow 0 aWoo w in o Qk?r ¢m->O¢3m 18 LL z �w3z13x z=ia¢wp00 1 4 1 8 1 1 14 9 18 3 pU pp��ZaF�a 6 z 1.- U N O p SECTION VIEW B-B z U �/j 4 0� y 30wOz00- 3 aTt~i1U~Ztq 0 01- g LLl (0 1 w0 ,Unma¢3 aF a 00,%D;TYv lll4 INTERIOR SFG'Pti4�� �;Vt�-�• v bffi01 : No '�i1 �� STATE OF .: �k/` % / �F`S'�; O R 1 �'G�?`J 1043 / i�S ONA11p�`p 13 1 q 4 ` 7 I a9 9/22/2017 LUCAS A. TURNER, P.E. 5 FL PE # 58201 2 _ _ _ _ 1239 JABARA AVE. NORTH PORT, FL 34288 a8 9 PH.941-380-1574 SHEET DESCRIPTION. SECTION VIEW A -A SECTION VIEWS ALTERNATE FIN FRAME N BY DATE'. ADE 05/05/07 F. REVITEMS NOT SHOWN FOR CLARITY: WS-161 F..A D 14,16-17,19-20, 25. 27, 32, 34, 37-38, 42, 44-45, 50 SHEET 12 3OF6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . o nro1nA JA.OM, UMOr., JIUt MAIL, I-SNUL • • • • • • • MIKHUN HVU 9 Hf006 A H, CASE., SIDE RAIL, L MIKRON PV 10 H-1592 SCREEN RAIL, SIDE/BTM • • • • • • • • • KEYMARK ALUM x NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 318' n I 321/32' 11 v1s• PVC FLANGE FRAME H-6030B 2 11/32'� 6 7 2 11/4' 6 L 9 v1s• PVC SASH H-6008 4 17/32' 10 1 9/3r I 1/16' SCREEN RAIL SIDEBTM H-1592 PVC FIN FRAME H-6030A FRAME AND SASH CORNER CONSTRUCTION WINDOW SYSTEMSbp8ffl 1900 SW 44TH AVE. 7/32• r.- OCALA, FLORIDA 34474 www.cws.cc 27rJr 8400 PVC PVC GLAZING BEAD CASEMENT S-6064 CORNER WELD (ALL SIDES) IMPACT 1:8 a F- i 3 az3 ow0 QII--'Opo w z H 21/32• 7/16' � zO O¢ 3 W3 FZC �U= 49 a6 z zx2a¢WOOO OF-0d<MF-¢ 0 NzF1/1 Z COIL, .062 X .656 P-4491 COIL, 05 X .437 P-4050 Z ¢ ¢ OOUai �U— F z IL Z p IL U cc a>- III 0 F Z z 001- om ¢nOWUW a?am= IL o,m O ¢r w F 0 =>- w3wa a ¢ a 17/32 . EVg JNo 1 9/32' 11 : VPS.��Gf 58201 •: SCREEN RAILTOP/SIDE 'A , STATE OF . Q, H-1593 ,Oo'•.1, - ate: 3/4•--[I y I 1 11/16' SASH REINF. 9/22/2017 S-1505 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 1/2"� y PH.941-380-1574 7/32' I I -3"—�{ SHEET DESCRIPT KKJ T� 15 BOM AND EXTRUSIONS SCREW SUPPORT P-3113 DRAWN BY DATE. ADE 05/05/07 DW F REV. CWS-161 D ALE SHEET 2:1 4 OF 6 12 1/2" MAX 6" MAX. (TY 6" MAX. (TY 10" MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" . . ... . . . ... • • • • • • • • • • • • • • ♦ • • • TE•2• • • • 10 i 2 j2" W.O.C. 80 MAX. (WP.)- 6" MAX. (TYP.)- 14 3/4" MAX. O.C. (TYP-) INSTALLATION ANCHOR (TYP.) Yp: • • • • • • • • SEE NOTE i X III I ANCHOR LAYOUT- (FLANGE) FOR UNITS UP T037• 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) 2 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r SEE NOTE 2 I I � � I I I I II I I. 1 I 1 I I 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" 8" MAX. O.C. 4" MAX. (TYP 4" MAX. (TYP 8" - MAX. O.C. (TYP.) �— INSTALLATION ANCHOR (TYP.) NOTE 2 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) _ANCHOR LAYOUT -(FIN) FOR UNITS UP TO 37" x 63" 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 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 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 1 X 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 TABLET, 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) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT a -Z 3 az3 F Ow0 awoo o zwzy0�3m U- I-W ZF-3�x Z Zxma¢w00 0 0Ln za--PU)ia �� Z OOVaj��U- a 1=�wiz0LLo > 3pw ¢¢0xO? Oo¢wowww wo¢00 w~¢amH 3a a ¢ 9/22/2017 LUCAS A. TURNER, P.E. FL PE i 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-3B0-1574 ANCHOR SCHEDULE & NOTES ADE 05/05/07 VG # REV. CWS-161 D "LE' SHEET 1:20 5 OF 6 . . ... . • . ... .. .. . . . .. .. . ••• . . ....... .... MIN. EMBEDMENT (/ TI/7(C�fl//11TK_/�i • • • • • • • • SEE TABLE 1 SUBSTRATE �/lilkti:�iYllh000Y jL]`(�7" TYPICAL HEAD ANCHORAGE • • • • • • • • • • • • • 000 • •I/4' MAX. SHIM INTERIR BY OTHERS SEE TABLE i MIN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS 1900 SW 44TH AVE. • • • • • • MIN. EDGE BEST. • 6EE TABLE • • • • • • • • • • • SEE TABLE 1 BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 OCALA, FLORIDA 34474 Www CWS.CC SUBSTRATE BY OTHERS oo MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 • 111S...yyy�jjjJJE FFFQ����111 �EAL ON ANCHOR CASEMENT BYINSTALLER INSIDE AND OUT : ±BEiY. • • • • • MIN. EMBEDMENT IMPACT SEALANT BEHIND FLANGE BY INSTALLER • • • • • • • • • • • • • 1/4" MAX. SHIM • • • • • • • jy� I SEE TABLE 1 < z 3 <z3 J'Uf1 PERIMETER SEALANT Z w w o < w o w Z PERIMETER SEALANT BY INSTALLER INSIDE AND OUT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR w o� Z Z O Z ¢ C w 3 z O cc 3 co Z = i < ¢ SEALANT BEHIND SEE TABLE 1 O W 0 p O O 1j < F � ¢a FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER Z (n Z � - j U 0 L7 INSTALLATION ANCHOR INTERIOR B HORIZONTAL SECTION %C HORIZONTAL SECTION O F- — w O SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ 2 ¢ O F 00 p w m w w NOTE: ADDITIONAL THRU-FRAME ANCHORS ¢a (nW O�USl- z x o cc u1 wFax > (AS SHOWN IN DIET. B/6) REQD AT THE HINGE ¢ x a: W 3 w N SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. a ~ a ¢ a 1/4' MAX. SHIM SEALANT BEHIND F. SGEN,S rGQ FLANGE BY INSTALLER99 P%,�-�% �v �'F� ' No 58701 PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 : 4 INSIDEANDOUT 1 9 ; STATE OF : w SUBSTRATE BY OTHERS ' SEE TABLE 1 MIN. EDGE DIST. SEALANT UNDER SCREW SEE TABLE 1 HEAD BY INSTALLER A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE 20KSI MN. 3116' RW TAPCON 1.1/2' 1-1/8' FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MN.) 3/16" FW TAPOON 1" 2" FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" i" FLANGE GROUT -FILLED EMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2.1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" I1W TAPCON OR ELCO ULTRACON 1 3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MN) #10.16 HILTI KWIK-FLEXOR RW TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060" 7/16" FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MN.) Y10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 7/16" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) MB WOOD SCREW 1-1/2" INSIDE AND OUT p HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DW r INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-161 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ALE. SHOWN FOR FLANGE WINDOWS. 1:2 05/05/07 D SHEET 6OF6