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WS-19-2145Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-09-19-2146 '►" ;� 1 Permit Type: Windows/Shutters 11 r r bya�k5lassificadon: Window/Door Replacement Permit Status: Approved Issue Date:11/27/2019 1 Expiration: 03/16/2020 Location Address Parcel Number 165 NW 96TH ST, Miami Shores, FL 33150 1131010250130 Contacts LISETTE JACOBO Owner AMERICANS ORM PROTECTION Contractor 165 NW 96 ST JONATHAN RODRIGUEZ Home: 3055099474 Business:3052640446 nathaliehernandez@aspwindows.co Other:3055130514 m Description: REPLACE 10 WINDOWS AND 3 DOORS IMPACT Valuation: $ 25,157.00 Inspection Requests: RATED 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $15.60 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $5.20 Scanning Fee $12.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Tota I : $454.30 Payments Date Paid Amt Paid Total Fees $454.30 Credit Card 09/16/2019 $50.00 Credit Card 11/27/2019 $404.30 Amount Due: $0.00 Building Department Copy 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 KqDinp; Futhermo�e, I authorize the above named contractor to do the work stated. �'' • C l /2 7 Authorized Signature: Owner / Applicant / Contractor / Agent Date November 27, 2019 Page 2 of 2 �f .send .b-e►rrn� ► q l� 1 � 7 �11�11� BUILDING PERMIT APPLICATION OZ(BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 RECEIVED EP 16 2019 INSPECTION LINE PHONE NUMBER: (305) 7624949 1/ 60-N FBC 20 \ T-- Master Permit No. U/ S "� -1 9 ` ZI q ; Sub Permit No. ❑ ROOFING n REVISION E j EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: _ (OS N-_W V o S fvee+ M I � � ► [:]CANCELLATION ❑ SHOP DRAWINGS - 33) 5o sv Folio/Parcel#: // -3I0I _O S 0 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Addrasc 101S N W To�-Cv bv 7y-)II City: � j XJV'� .S b D US State: r L 4p. 33 r So Tenant/Lessee Name: Phone#: Email: CONTRACTOR:: Company Name: Ti Iv1X. /f l L // � t RYob Address: A 4 0 l v W _- I'D `'f s 1 city: _ 1 IVlet Qualifier Name: ON )l fd 30S SI3 U�1 State: Zip: (Q uez- Phone#: State Certification or Registration #: C&(, Is 132 of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: C City: State: Zip: Value of Work for this Permit: oc�> Square/Linear Footage of Work - Type of Work: ❑ Addition / iQ , � ►� Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work A I u- oow'� t �� Dcok S _7m- oP ti Ad /�- 4ems. Specify color of color thru tile: Submittal Fee $ SO Permit Fee $ CA CCF $ I 00 CO/CC $ Scanning Fee $ 2 Radon Fee $ 2 C) DBPR $ -' y Notary $ Technology Fee $ - `� Training/Education Fee $ Z V Double Fee $ Structural Reviews $ 40r— • C"� '4 S ' C"3 q Q Bond $ //'' / TOTAL FEE NOW DUE $ `1-o l`I . 30 (ReviseW2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 2 Signature Signat U"Pt' OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this ?i1 4 day of ) Q Z US+ , 20 1-1Q, by .Lj � tI� Q BCD 0 , who is personally known to me or who has produced FL D r✓ identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this .r N A s /day of J 201!, by ..,n rJa f'%r1,J� W r Aluho is personally known to �. as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as 0I^" S5�" Sign: �SD/D S I '►%nit ^i e $ Print: r Seal: o"Rr iy' °'- T MICR ERO Commission # GG 58774 JASONH.SPIEGELMAN •`'s �r�*. MY COMMISSION # FF 990234 , _ MyCommission Expires AP EXPIRES: May8,2020 �an ',, ""'��"`" December 28. 2020 Bonded Thru Notary Public Underwriters ***s*s:*s*ss *sps�ss*ssssssss*essts***s***ss**s*s*ss*sssss*****ss***s**sasssssts****sss*ss APPROVED BY !' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY AP"PRAISER Summary Report Property Information Folio: 11-3101-025-0130 Property Address: 165 NW 96 ST Miami Shores, FL 33150-1714 Owner LISETTE E JACOBO Mailing Address 165 NW 96 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,455 Sq.Ft Living Area 1,065 Sq.Ft Adjusted Area 1,285 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1946 Assessment Information Year 2019 2018 2017 Land Value $199,444 $189,543 $189,543 Building Value $115,650 $96,375 $89,436 XF Value $2,816 $2,853 $2,890 Market Value 1 $317,910 $288,771 $281,869 Assessed Value $317,910 $288,771 $274,512 Benefits Information Benefit Type 20191 2018 2017 Non -Homestead Cap Assessment Reduction $7,357 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 13 BLK 3 LOT SIZE 75.000 X 115 OR 18222-3007 0798 1 Generated On : 9/16/2019 Taxable Value Information 2019 2018 2017 ._.._____.......___-- County �- Exemption Value $0 $0 $0 Taxable Value 1 $317,910 $288,771 $274,512 School Board Exemption Value $0 $0 $0 Taxable Value $317,9$, $288,771 $281,869 City Exemption Value $0 $0 $0 Taxable Value $317,910 $288,771 $274,512 Regional Exemption Value $0 $0 $0 Taxable Value $317,910 $288,771 $274,512 Sales Information us Price OR Book - Qualification Description Page 2018 k08/O3/2017 $400,000 __ 31196-2523 Qual by exam of deed Federal, state or local government $240,500 30645 2543 agency 01/01/2008 $470,000, 26204-3182 Other disqualified 12/01/2007 $360,000 26199-3520 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 9/16/2019 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). 6- Date Print Name PERMIT ADDRESS: 165 NW 96TH ST Miami Shores. FL 33150 PARCEL: 1131010250130 APPLICATION DATE: 09/16/2019 SQUARE FEET: 0.00 DESCRIPTION: REPLACE 10 WINDOWS AND 3 DOORS IMPACT EXPIRATION DATE: 03/14/2020 VALUATION: $25,157.00 RATED CONTACTS NAME COMPANY ADDRESS Contractor JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION , FL JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION 7970 SW 16 ST MIAMI, FL 33155 Owner LISETTE JACOBO 165 NW 96 ST REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Permit application provided is for window and door replacement. The plans provided are for a renovation. Please provide application for the scope of work reflected on the plans. 2. Plans will be review once proper application is provided. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: structural approval require. Structural v.1 Requires Re -submit Orlando Blanco email: nulll6 Comments: 1. REVISE ALL STRUCTURAL DESIGN AND STRUCTURAL SPECIFICATIONS ON THE PLANS TO COMPLY WITH THE WIND DESI( PROVISIONS OF SECTION 1620, HVHZ PROVISIONS OF THE FBC 6TH EDITION (2017). MUST USE MINIMUM WIND SPEEDS OF 175 MPH,) EXPOSURE "C" CATEGORY FOR MIAMI-DADE COUNTY, FLORIDA. 2. WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Structural v.2 Requires Re -submit Orlando Blanco email: null16 Comments: 2ND REVIEW AS OF 10/29/19 3. NEGATIVE (-) WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE NEGATIVE (-) WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY November 01, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 OR NA, E7F8 IN 5� f�0 R10P' PERMIT ADDRESS: 165 NW 96TH ST Miami Shores, FL 33150 APPLICATION DATE: 09/16/2019 SQUARE FEET: EXPIRATION DATE: 03/14/2020 VALUATION: CONTACTS Contractor PARCEL: 1131010250130 0.00 DESCRIPTION: REPLACE 10 WINDOWS AND 3 DOORS IMPACT $25,157.00 RATED NAME COMPANY ADDRESS JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION , FL JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION 7970 SW 16 ST MIAMI, FL 33155 Owner LISETTE JACOBO 165 NW 96 ST REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Permit application provided is for window and door replacement. The plans provided are for a renovation. Please provide application for the scope of work reflected on the plans. 2. Plans will be review once proper application is provided. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: structural approval require. Structural v.1 Requires Re -submit Orlando Blanco email: null16 Comments: 1. REVISE ALL STRUCTURAL DESIGN AND STRUCTURAL SPECIFICATIONS ON THE PLANS TO COMPLY WITH THE WIND DESI( PROVISIONS OF SECTION 1620, HVHZ PROVISIONS OF THE FBC 6TH EDITION (2017). MUST USE MINIMUM WIND SPEEDS OF 175 MPH,) EXPOSURE "C" CATEGORY FOR MIAMI-DADE COUNTY, FLORIDA. 2. WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Structural v.2 Requires Re -submit Orlando Blanco email: nulll6 Comments: 2ND REVIEW AS OF 10/29/19 3. NEGATIVE (-) WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE NEGATIVE (-) WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY November 01, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 PERMIT ADDRESS: 165 NW 96TH ST Miami Shores, FL 33150 PARCEL: 1131010250130 APPLICATION DATE: 09/16/2019 SQUARE FEET: 0.00 DESCRIPTION: REPLACE 10 WINDOWS AND 3 DOORS IMPACT EXPIRATION DATE: 03/14/2020 VALUATION: $25,157.00 RATED CONTACTS NAME COMPANY ADDRESS Contractor JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION ,FL JONATHAN RODRIGUEZ AMERICAN STORM PROTECTION 7970 SW 16 ST MIAMI, FL 33155 Owner LISETTE JACOBO 165 NW 96 ST REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Permit application provided is for window and door replacement. The plans provided are for a renovation. Please provide application for the scope of work reflected on the plans. 2. Plans will be review once proper application is provided. Structural v.1 Requires Re -submit Orlando Blanco email: nu1116 Comments: 1. REVISE ALL STRUCTURAL DESIGN AND STRUCTURAL SPECIFICATIONS ON THE PLANS TO COMPLY WITH THE WIND DESI( PROVISIONS OF SECTION 1620, HVHZ PROVISIONS OF THE FBC 6TH EDITION (2017). MUST USE MINIMUM WIND SPEEDS OF 175 MPH, i EXPOSURE "C" CATEGORY FOR MIAMI-DADE COUNTY, FLORIDA. 2. WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE September 23, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 oRft- Miami Shores Village Building Department 10050 NE 2 Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 9/17/19 Permit No.: WS19-2145 Project Address: 165 NW 96T" ST. Page 1 of 1 2ND REVIEW AS OF 10/29/19 3. NEGATIVE (-) WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE NEGATIVE (-) WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY USE r . . . . . ■. . 1. Now 61i ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE SwEs Miami Shores Village Building Department 10050 NE 2"d Ave. ; Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 9/17/19 Permit No.: WS19-2145 Project Address: 165 NW 96T" ST. Page 1 of 1 2ND REVIEW AS OF 10/29/19 3. NEGATIVE (-) WIND LOAD PRESSURES SHOW ON ELEVATIONS DO NOT MATCH THE NEGATIVE (-) WIND PRESSURES SHOWN ON THE SUBMITTED DESIGN CALCULATIONS. MUST REVIEW AND CORRECT CONFLICT ACCORDINGLY .. . , ,.. W ...... ... .. .W&W IV, I .. . . .. . .. . . . -- . .. .., .., , ..... .. . �. ... .. . . .. ,.. ,. ... ., .. . . ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Lisette Jacobo 165 NW 96 Street Miami Shores, FI 33150 12 SIW 500-9 Hinge Right 19-0131.14 34 3/4 x 82 1 /2 SIW 200 Series 13 x ° Horizontal Roller 19-0131.08 36 5/8 x 25 3/8 Garage Garage Door N/A ©W SIW 200 Series Horizontal Roller 19-0131.08 36 7/8 x 38 1 /4 9 x o s [JEgress SIW 200 Series SIW 400 Series Horizontal Roller Casement 1 v 19-0131.08 Hinge Right l7 36 7/8 x 38 1 /4 19-0131.09 SIW 500-9 36 3/4 x 50 3/8 7 Right Hand Active SIW 200 Series 19-0131.14 Bedroom x ° Horizontal Roller 71 1/2 x 79 3/4 ; 19-0131.08 ; 36 7/8 x 50 1 /2 ............................................... ; 6 Bedroom SIW 200 Series x ° Horizontal Roller ' 19-0131.08 . Egress 73 1 /2 x 37 1 /2 Ash VAJIV OI©N, SIW 200 Series Horizontal Roller 19-0131.08 73 7/8 x 62 3/4 Note: New CMU Block Wall to Replace Exisiting x Stud Walls, Please See Engineering Details Horizoontnt SIW Series Horizontal Roller •• Attached. 5 0 1/4-1/2-1/4 • • • • • 19-0131.08 •• •: •�: : : :•: ••� 1023/4x501/2 •• ••• •• • • •• 0 lea .. . .. Horizontal Roller 19-0131.08 ••• • • • • ••• 62x501/2 • • • • • • • • • • Entry Door @ x ° O SIW 200 Series Horizontal Roller 19-0131.08 52 x 50 1 /2 Advisar Fiberglass Door FL22378.2 32 x 80 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: Wh(M l lM (,-I+�Ib ADDRESS: ►kps Nw ! Ida SA PROJECT: L1StiR. ,YAC bo �A-\ F7L 331J� City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH I ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 1 35 40 45 50 (ft) 10 1 1S 20 25 30 35 40 45 50 15 + 40.1 39 38.3 _..._.__ 37.7 37.2 _ ...._.. 36.8 36.5 ---... 36.2 35.9 ---- 15 + 40.1 _----- 39 38.3 - 37.7 37.2 ---- . 36.8 36.5 -. 36.2 35.9 __._... 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 39.3 . 53.7 51.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 44.5 43.4 42.7 42.1 41.6 41.2 40.8 40.5 40.2 . 55.0 52.8 51.3 50.1 49.1 48.3 47.6 46.9 46.4 0 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 A - 46.1 44.9 44.2 43.5 43.0 42.6 42.2 4L9 41.6 A 56.9 54.6 53.0 51.8 50.8 49.9 49.2 48.6 48.0 C = 22 + 43.4 ---- 42.3 41.5 - . _ 40.8 40.3 _...-._ 39.9 39.5 - -... 39.2 38.9 - - a a 22 + 43.4 42.3 41.5 _ 40.8 40.3 - - 39.9 39.5 _ ._.. 39.2 38.9 - -- . to 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 H 58.1 55.8 54.2 53.0 51.9 51.1 50.3 49.6 49.0 C 25 + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 0 + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 O 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 O 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 28 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 a49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 IA 61.3 58.9 57.2 55.8 1 54.7 53.8 43.0 52.3 51.7 30 + 46.2 --........ 45.0 44.2 --.._._ 43.5 42.9 _._... 42.5 42.1 - --- 41.7 41.4 ---.- "� a 30 + 46.2 - 45.0 _ 44.2 _..-- 43.5 42.9 --._. 42.5 42.1 _..__ 41.7 41.4. __... 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 iv 61.9 59.5 57.7 56.4 55.3 1 54.4 43.6 52.9 52.2 3 35 +1 47.7 46.4145.51 44.8 44.3 43.8 43.4 43.0 42.7 v3i + 47.7 46.41 45.5 44.8 44.31 43.8 43.4 43.01 42.7 51.7 50.4 49.5 48.35 9 48.3 47.8 47.4 47.0 46.7 ` 63.8 61.3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 a + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 a + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 y - 53.2 51.9 51.0 50.3 49.7 1 49.2 48.8 48.4 1 48.1 44, - 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 0 45 + 50.5 -- 49.2 48.2 ---- 47.5 46.9 --- 46.4 45.9 _ --- 45.5 45.2 -- N 45 + 50.5 --- 49.2 - 48.2 -- 47.5 46.9 - --- 46.4 - 45.9 --- 45.5 45.2 --...-_. 54.8 53.4 52.5 51.8 51.2 50.6 50.2 49.8 49.5 67.6 64.9 63.0 61.6 60.4 59.4 58.5 57.7 47.0 50 + 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 50 + 51.41 50.1 1 49.1 48.4 47.8 47.2 1 46.8 46.4 46.0 55.8 54.41 53.5 52.7 52.1 S1.6 51.2 50.8 50.4 68.9 66.2 64.2 62.7 61.51 60.5 1 59.6 58.8 58A 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 70.8 68.0 66.0 64.5 63.2 62.2 1 51.2 60.4 59.7 60 + 53.8 -- 52.4 51.4 - --- 50.6 49.9 ----- 49.4 48.9 -- 48.5 48.2 --- - 60 + 53.8 - - 52.4 51.4 ----- 50.6 49.9 - 49.4 48.9 _..-- 48.5 48.2 --...-- 58.3 56.9 55.9 55.1 54.5 54.0 53.5 53.1 52.7 72.0 69.2 67.2 65.6 64.3 63.3 fi2.3 61.5 60,8 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT '60 Ff. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4 O 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. ZONE 51=1 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. �. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� ROOF HEAIGHT AND APPLY TO ALL FLOORS. 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. 6. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS date:10-02-13 REVISIONS: \ AL-FAROOQ CORPORATION drawn by: M.F. no. I dote I by description ENGINEERS & PRODUCT DEVELOPMENT chocked by: H.M. 9360 Sunset Dr. Suite TEL. (305) 264-8100 DWG NO. 1 220 M[AM I, FL 33173 FAX. (305) 2626978 SHEET 1 OF 1 D --<- vm SEAL 10101 IT, JAVAD AHMAD FLA P.E. / 70592; ED CAN. 3538 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: tilcr�nSt�rm 1�r'°�-e ��'c ADDRESS: 1(05- N 1N`I Q Sft-tt i- PROJECT: UtStkk �CkU06 (A.(A(r, SlhcreI; FL 331so City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH I ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 45 50 15 + 40.1 39 38.3 37.7 37.2 36.8 1_36..�536.2 35.9 15 40.1 39 _38.3 37.7 37.2 36.8 36.5 36.2 35.9 43,5 48.0 42.4 41.7 41.1 40.6 40.2 39.39.6 39.3 - 53.7 51.6 50.1 48.9 47.2 46.5 45.9 45.3 17 - - - •-•- --•- --•- --•- -- ---- ---- ---- 17 44.5 43.4 42.7 42.1 41.6 41.2 40.8 40.5 40.2 - 55.0 52.8 151.3 50.1 49.1 48.3 47.6 46.9 20 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 Q r-lA 0 46.1 44.9 44.2 43.5 43.0 42.6 42.2 41.9 41.6 - 56.9 54.6 53.0 51.8 50.8 49.9 49.2 48.6 A rL + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 G + 43.4 42.3 41.5 40.8 39.9 39.5 39.2 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 C 58.1 55.8 54.2 53.0 _40.3 51.9 51.1 50.3 49.6 H to + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 25 G 25 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 00, I0 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 + 45.8 44.6 43.7 43.0 42.5 1 42.0 41.6 41.3 C a 28 LL ul 28 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 61.3 58.9 57.2 55.8 54.7 53.8 43.0 52.3 30 + 46.2 45.0 44.2 42.9 42.5 42.1 41.7 41.4 30 + 46.2 45.0 44.2 43.5 42.9 42.5' 0 42. _41.7 H 50.2 48.1 _43.5 47.4 46.9 46.4 46.0 45.6 45.3 -- 61.9 59.5 57.7 .4 .3 54.,? 94T6 L 48.9 .d. 52.9 H + 47.7 46.41 45.5 1 44.8 44.3 1 43.8 43.4 43.0 42.7 + 47.7 46.4 45.5 414% 44.3 43•8 43. 43.0 35 L 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 63.8 61.3 59.5 45n* %'•/.0 56. i V..2 54.5 a 0- + 49.1 47.8 46.9 46.1 45.6 45.1 44.71 44.3 43.9 + 49.1 47.8 46.9 •4U.•1• •45.6 45.1 44.7 44.3 y 0) 53.2 51.9 51.0 50.3 49.7 49.2 48.8 48.4 48.1 - 65.7 63.1 51.3 9• 7 5707 56.1 + 50.5 49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 + 50.5 49.2 48.2 4•/S• •46.9 4(4 45.9 45.5 O 0 0 N 45 tV 45 - 54.8 53.4 52.5 - _ 51.8 51.2 - 50.6 50.2 49.8 49.5 - 67.6 64.9 I.Q.0 '6•1 * •0.4 SV , - 57.7 + 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 + 51.4 50 49. 'A.4! *47.8 471E 46.9 46.4 50 so 55.8 54.4 1 53.5 52.7 52.1 51.6 51.2 50.8 50.4 - 68.9 .2 64.2 `/�'E:L.5 60.5 59.6 58.8 + 52.8 51.51 50.5 49.7 49.1 48.5 48.1 47.7 47.3 + 52. 51.5 50.5 '49. .1 48;5 4?.l 47.7 55 57.3 55.9 54.9 54.2M53.0 52.6 52.2 51.8 .8 68.0 66.0 • *63.2 62!2 51.2 60.4 +53.8 52.4 51.4 50.649.4 48.960 48.5 48.2 + 53 52.4 51.4 4�3.9 49 4 W. 48.5 _ GENERAL NOTES I IGURE 1 D 0 F H IZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. L R SLOPED ROOFS IS E 0 . HEIGHT. 2. ROOF ELEVATION "H IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. IH 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 ROOF HEAIGHT AND APPLY TO ALL FLOORS. 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 aet« 1°-°2-1a REVISIONS: dam•• by. N.F. AL-FAROOQ CORPORATION no. date by descri Uon ENGINEERS & PRODUCT DEVELOPMENT eh•ck d br H.N. 9360 Sunset Dr. Suite TEL. (305) 264-8100 DWG N0. 1 220 MIAMI, FL 33173 FAX. (305) 262-6978 SHEET 1 OF 1 ZONE 4L--j ZONE 5 D�� D JAVAD AHMAD FLA P.E / 70592; Ell CAN. 35M ` 9/9/2019r Florida Building Code Online MAw r. 4 V) BCIS Home Log In I User Registration I Hot Topics ' Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map ' Links I Search ba f pr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail r i jy FL # FL22378-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 • • • • sschreiber@masonite.com • • • • •••• •••••• Authorized Signature Steve Schreiber ..•.•. '.;.•• •...;• sschreiber@masonite.com • Technical Representative • • • • • • ; • • • • • ... •. Address/Phone/Email • • • • • • •• •• • • • • •• • • • • • • •••••• Quality Assurance Representative Goo*** • • • Address/Phone/Email • • • • • • • • • • Category Exterior Doors • • • : • • • • • • Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsY 1 Xv4vXZY6A%3d%3d 1/4 9/9/2019 Florida Building Code Online Date Approved 02/04/2019 Summary of Products FL # I Model, Number or Name Description 22378.1 Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/S Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pff Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.pdf FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes 122378.2 Stormguard Fiberglass Side -Hinged 6'-8" Opaque O/S Single Door I Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.{df Verified By: National Accreditation & Management Institute Created by Independent Third Party: • • • • • • Evaluation Reports • • *see • • • • • FL22378 R6 AE 514010'A�? • 09 FL22378 R6 AE 514014A.Qdf • • • • Created by Independent hir Tarty: Yes • • • • • • • • 22378.3 Stormguard Fiberglass Side -Hinged 16'-8" Opaque I/S Single o6 bM111% Door 4/•pr vVp Sideli%s Door Unit •••• • ••••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. 22378.4 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate so*:** *sees FL22378 R6 C CAC NIQVW)'..07-R2.pd1• • • • • • • Quality Assurance Contraetviration Date • 12/31/2020 • - • ! • Installation Instruction • • • • • • • FL22378 R6 II FL0170•Rdf • • • i • • • • Verified By: National Accretkatidh & MaQagpAftt Institute Created by Independent Third Party: 0000 Evaluation Reports FL22378 R6 AE 514008A.12df FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.12d Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.12df FL22378 R6 AE 514012A.12df Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsY I Xv4vXZY6A%3d%3d 2/4 9/9/2019 Florida Building Code Online FL22378 R6 AE 514012A.1df Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pd Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pd FL22378 R6 AE 514012A.pd Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pd Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.12d Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf FL22378 R6 AE 514012A.pd •••• Created by Independent third party: Ye? • • • • • • • • •' 22378.8 Stormguard Fiberglass Side -Hinged 8'-0" Opaque I/S Single DpQr • • • • •••• •••• ••••• Door Unit 1 • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.9 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.10 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency CertjfjWe • • ; • • • • FL22378 R6 C CAC NIM7. 77. .pdf• • • • • • Quality Assurance Contract xpirat!on Date • •: • • 12/31/2020 000000 0000 • • • • • Installation Instructions• • • • • • • • • • • FL22378 R6 II FLO1714p • • • • • • Verified By: National Accik-dit&tidh & Ma nagempt Instil u� Created by Independent third Party: :**see • Evaluation Reports • • • • FL22378 R6 AE 514009A9pdf • • •• • • • • • FL22378 R6 AE 514013A.pf • • i • • • Created by Independent Third Party: Yes 8'-0" Opaque O/S Single Door Certification Agency Certificate FL22378 R6 C CAC NI007077.08 afff Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514009A.pd FL22378 R6 AE 514013A.pd Created by Independent Third Party: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .of Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514007A.pd FL22378 R6 AE 514011A.pd Created by Independent Third Party: Yes 22378.11 1 Stormguard Fiberglass Side -Hinged 18'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fY8XPIOX7v28WDoOMX5mi9306VsY I Xv4vXZY6A%3d%3d 3/4 9/9/2019 Florida Building Code Online Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .pif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.pddf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes 22378.12 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.04-R6.gd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes 22378.13 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites 0000 • Limits of Use Certification Agency C4tifira`tp ""• """ • Approved for use in HVHZ: Yes FL22378 R6 C CAC NI001877.84-R6.4If •• Approved for use outside HVHZ: Yes •••- Quality Assurance ContraetefiWiration.Dalte 000000 Impact Resistant: Yes 12/31/2020 ` • • • • • Design Pressure: +47/-45 Installation Instructions • • • • Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173 p `. ;...;. Building Code, including the High Velocity Hurricane Zone, and Verified By: National AccrAftttton & Management Institbtlee where pressure requirements do not exceed the design Created by Independent il•i"liliarty: 0000 00000 pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports • • • • • •• •• •• • •••••• protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A:p f • anchor details and water performance where required. FL22378 R6 AE 514011 Created by Independent Third Party: Yet. . . • • +• • rack Next `*see` Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyright 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: Klr�l: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsY 1 Xv4vXZY6A%3d%3d 4/4 NOTICE O t)1k:0I2Mj-CERTIFICATION . ....... Co .... Company: Masonite International rporation Certification No.: 1955 Powis Road Certification Date: West ;Coicio,1L• i01$5 . •; Expiration Date: Revision Date: NI007077.07-R2 05/22/2017 12/31/2020 05/02/2018 " Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites �° (w/W000•Fr" VjV0Pkd 1M Vbtnposite Frame' unless noted) Specification: TAS 201/2Q2=-94=A$11%=330-*W The "Notice of Product Certification" is only valid if the NAM[ WifycatioValbel }lac been Applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Ctntidards institute (ANS11 Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0 1 29.02-15/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail s-MA-FL0170-07/W-1807 X O/S Opaque 3'0" x 6'8" +60/-60 3.75 psf/ 6.0 psf Yes NCTL-210-3102-1/ATLNC 0 1 29.02-15/ATLNC 1012.01-16 Single 10.5 psf 2/9.0 psf ° Maximum Panel Size: 3'0" x 6'8" 7.5 psf s Anchor Details-MA-FL01 70-07/W-1807/W- 1835/ W-1860 XX I/S Opaque 6'0" x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0" x 618" +55/-50.5 3.75 psf/ 6.0 psf' Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf ° Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX I/S Opaque Door 6'0" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite g Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf ° Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO I/S Opaque Door 9'0" x 6'8" +50.5/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0" x 6'8" +551-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf 2/9.0 psf ° Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO I/S Opaque Door 12'4" x 6'8" +50/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4" x 6'8" +551-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 1/8.25 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 USenes t nresnoid Design c -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 1111 MASONITE STORMGUARD FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TL"QT ncecalGTn. me r- - -1- SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 642 -F > 650 -F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM D2843 5: 70.2X TENSILE STRENGTH' ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): WM nCC1OIOTI- -,"r SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F RATE OF BURNING ASTM D635 0.0 IN MIN SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH- ASTM D638 3.6% DIFF cnvin -11- nulncml 4500 HOURS XENON ARC METHOD 1 Aftma b wn Cmffimftlb O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .... .. . .. .. • • • • • - 149- MAX. OVERAd FRAME WIDTH - ••• ••• •• •�Mom• •••36.375" MAX. D.L.O. PANEL WIDTH W/ASTRAGAL •• • • • •• ••• •r • • • • • ' • • • • • • • • • • • •• • • •I • i • ••• • tE MO �0 :oo Do Do Do: n 00100 DO 00 10a ROUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE CONFIG MAX WIDTH X 7. 4 xorXO OXO 112. OXXO 149 1• 1�1•� 1 SINGLE DOOR UNIT W/SIDELITES 37.5" MAX. I FRAME WIDTH STRUCTURAL DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE IN ING OUTSWINGWNA BUMPER 0 S Z-S IES O S HP 0 S 4 0 S HIGH DAM 0 S + - + - + 5.0 + -4 .0 +50.0 -50.0 +60.0 -60.0 + +25.0 + N A +55.0 -50.5 +55.0 -50.5 +55.0 -50.5+25. -25.0 +400 -400 NA + + +55.0 -50.5+25.0 -250 +400 -4 N A +550 - 0.5 + .0 +55.0 -50. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS o v h7 je 69E N.T.S. DWG. BY. SWS M 7tf: KURT BALTHAZOR DRATANG N0.: FLORIDA P.E. DWG-MA-FL0770 156533 SNW 1 OF 3 3" - SEE DETAIL I •C" . . • • . . . • • •. . .. .. . . . .. .. . • . • . • • • • • . . ... . . • . .. . • . 000 Goo .. .•• .. . . 6" 3• _ SEE DETAIL •E^ 3' 3 3' • • • •• • 6 i • • • �•• • ••• •• 3 3' IIII� •I�•� li •• i.• •. •• • • • • • • •• - w Q vai B B L - 6" - a 6" 3• 6• 6" � II D _Il;lr 3" 3_ rt 3' 3'" T,3 Al 3" 6" 6" I N � o `" < ^r7 w U a SEE DETAIL 'D' - - ui SEE DETAIL w •c" It a G tri G tl n SFE DETAIL #8 x 2" #8 x 2" #10 x 5/8" #10 x 5/8" #8 x 2 #10 x 1" DETAIL "E" ASTRAGAL #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT #10 x 1" STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" 1 0.9621 1.37s� � i.437• T� T INSWING THRESHOLD BUMPER O/S THRESHOLD HP O/S THRESHOLD 1 1 1 1.482" 1.75' ajal 047" . 1.437" T T T Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD T4 O/S THRESHOLD 6• 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL �BmbHNi ( 0 1' PSAATED aAW 1' ASAATED a's 0.1=1' IIFR snum11EmEv CECORAIK P6ERT o.,zv I slwaft I CELORATTE NSM CARD' SNIEX (Rd 15-1201./1) (CP710 aOAO' IV= (NM /S-IAM.11) (OPMAYIL) 0.12'r HEAT STFON IH M AII4' TEMP. 0.fA4' I 611RI1Oi1�lm -01E4' IMP. MIL F6M; OR METAL S^Il'211 t/Y am MIL FMM, OR METAL WATER 1/Y TErz Q DAM m e�> on Au ww ORD m a� tagaos mace TYPICAL. GLAZING DETAIL ALTERNATE GLAZING DETAIL IMPACT RATED GLASS tA(PACT RATED GLAW Ln cDo cq o C) Q9J 6Cif_ ~ L 0 � � Q �2 (r) U Ld sclle N.T.S. — eT: SINS OF SEE DETAIL _ "E" SHT. 2 SEE DETAIL "C" SHT. 2 pbNAM CIIIWIh PM119rtlor 1 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 110 WOOD SCREWS, 1/4" TAPCONS, AND 110 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EAC ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1 /2". _ 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • . • • . • • • • • •• • •• • • • • • • • • • • • • s .I I . W • i • • a S•EE DETAIL n "D" SHT. 2 D W io 3" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 1.25 > ' 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN_ 0.25" MAX 1"X1/2" CORRUGATED #10X2" WOOD SCREW SHIM _ 3" FROM EACH END 6" FROM EACH END 125" AND 7" OC AND 12' OC CL —I �� MIN > • t 5" I MAX 1' SHIM ACRYLICTYPICAL MASONRY CL ACRYLIC CAULK C CCAULK I ANCHOR INSTALLATIONIX ' — CAULK CL I . 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. � " SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION (34 bD SCREWS" EACH END • •• INTEGRAL WOOD MULLION (CHS) (41NO D SCREWS" EACH END A INTEGRAL WW MULLION (CHS) — N.T.S. owc. BY. SWS cwc. fft smm 3 of 3 MIAMbDAI)E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION It 805 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.zovAWIdln%r SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails" perform in the accepted manner, the manufacturer will incur the expense of such testing, and the AHJ fty . . • immediately revoke, modify, or suspend the use of such product or material within their%gsdicVon. RER . . reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control • Section that this product or material fails to meet the requirements of the applicable building* cVe"" This product is approved as described herein, and has been designed to comply with the fltAZ% Building' Code includin the Hi Veloci Hurricane Zone.- "". ; • • . ; . DESCRIPTION: Series "200 StormSafe" Aluminum Horizontal Sliding Window — L. ' APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 Storm a e Alum. sT J. dung Wd0 (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-DadeI((�iouty Product' Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Etdo .: • Coun Product Control Section. .' • ' 1VIISSILE IMPACT TING: 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 E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0131.08 NYAM►)ADECOUNTY Expiration Date: August 01, 2022 Approval Date: March 28,201 411 R') 9 Page 1 C 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 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 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 202-9,4 '....' 5) Large Missile Impact Test per FBC, TAS 201-94 %.' : . • 6) Cyclic Wind Pressure Loading per FBC, TAS 20W4.. • ' .:.. along with marked -up drawings and installation diagram of a seriec.t0.aluminum. horizontal rolling window, prepared by Blackwater Testing, Inc., Test. Reports No. . BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09iL.4v, sigried ana"' sealed by Yamil 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 FBA TASt02-94 3) Water Resistance Test, per FBC, TAS 202-94 e 6 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS %2194: .. along with marked -up drawings and installation diagram of a series 200 aluminur$•.0 horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-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. 07-051I.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� P.E. Product Control miner NOA No. 19-0131.08 Expiration Date: August 01, 2022 Approval Date: March :18, 2019 E-1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 61" 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 0*00 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, IVc. for thjV..• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers4'. jdte j 01/19J17,,, ,,,,,, , • 2. expiring on 07/08/19. ,,,,,, •,;,,• Notice of Acceptance No. 14-0916.11 issued to Kuraray America,;ilr, ftheir , ,,,,;, , , "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/1 j,exViring on. : • • • • • 07/04/18. • • • • • • 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical,C,tjp jny (MA), , , 0 0 00000 • for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14,exj� ing on•,, • 05/21/16. ,,,,,, • 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant cdtn4lying Yvith • ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTIvj C1246- PASV•-b• • • 00,0:0 , , Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain,•, OSIM C•794•, : • • • • Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTA4 CT9,3;,, • PASS, ASTM C719-±25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" 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. I5-0102.02) Manuel Pery E. Product Control FyEa er NOA No. 1931.08 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 Windows, LLC fbr their Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved on 06/18/15 and expiring on 08/01/17. *few f f .... f.fY.f f f f f 2. NEW EVIDENCE SUBMITTED • • • A. DRAWINGS • 1. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling �Vu �v (L.M.L)", • • ; • • • • ; sheets 1, 1. 1, 2 and 3 through 8 of 8, dated 04/24/07, with revision Q 41til 42/05/r, • • • • • • • • • prepared by AI-Farooq Corporation, signed, sealed by Javad Ahmad� • • • ; • • • • • , • • f f f . • ff ff ff • ffffYf B. TESTS f,f•,• f• 1. None • • • • f • ffffff fffffY C. f • Y CALCULATIONS • • ffffff ff • • ff • • 1. None • ' • f.f. 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 "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel er Product Control cami r NOA No. 1�•013 .08 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E-3 S1W 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 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. 17-0717.03, issued to SIW Impact Windows, LLC for their Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved ... on 08/10/17 and expiring on 08/01/22. • • • • • • • • .• • • •• •••••• •••• • •••••• •••• • • • • •••••• •••••• •••• • • • •• •• •• • •••.•. .••••• • • • •• • • •• • . 7 Manuel Perez, Product Control Ezra 'n r NOA No. 19-0131.08 Expiration Date: August 01, 2022 Approval Date: March:28, 2019 E-4 74' WINDOW WIDTH 6' MAX. 812' MAX. HEADNSILL HEAD/SILL FOPTIONAL CORNERSSURFACE APPLIED II I' I II II II II II II II u u n Z • � O O � II II II II II 11 II 11 11 II II B II I II II II I I I I 32 1/2' 32 1/2- D.L. OPG. D.L. OPG. 37 1/8' APa' ANCHOR AT MIC. STILE ENDS VENT WIDTH SEE SHEETS 2 THRU 4 FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL-SLIRING 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—DADE 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 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS 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 WAIL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. ON —METALLIC k.D '!CN CO'_'.. E—_!!3LE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REWREMENTS OF THE 2017 FLORIDA BUILDING CODE B 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 REVIEWED BY BUILDING OFFICIAL gig m� WINDOW WIDTH 6' MAX. HLL FALSE� APPLIED DCORNERS I I 1 1 1 I I OPTIONAL II II II II IF___ :I I, I II I 11 '1 11 II II II II ___IF___ ?� 11✓ aU .I II m II --r------IT- O II b II 11 Vf Z 3 ��V "V II II II I II II II II II I II II :I II ___,I ___ II n n II II � II I II ,I II II i ,I 24' 49 1/4- 24' D.L OPG. D.L. OPG. 28 3/8' 'T ANCHOR AT WIG. STILE ENDS VENT WIDTH SEE SHEETS 2 THRU 4 VENi WIDTH FOR CAPACITY •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • • • • • • •• • • • • • • 1THESE "NDOWS A1RD RATEDFOR LARGE SMALL• ISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED . cotlglyim with the Florida Uuildiny Code FtlaM D�otie �pQ� No.70592 n 9,2019 a OF 40_ Jm 0 I it O Y JaeMr1 p�� e C Oit= a Q6 uma OO W H tn NNr- 3^Lu rn Nmo drawing no. W07-28 -nd Color awe Chemical Co.' NN. GLASS Z '�SILICONE DOWSIL 995 a_ u� tg AT 1/4 POINTS ON UTES W WIDER THAN 36- GLASS TYPE 'A' It/32- OVERALL 'R 3/16- H.S. GLASS 090- Interlayer SentryGlos �By 'Kummy America, Inc.' r-3/16- H.S. GLASS 3/16- ANN. GLASS 090- Interloyer r SafNx Gear And Color Gloss \ 4 By 'Easton Chemical Co.' -3/16' ANN. GLASS u� AT 1/4 POINTS ON UTES 19 WIDER THAN 36- GLASS TYPE 'B' 15/32. OVERALL 1/0- TEMP. GLASS 1/4- AIR SPACE 1/8" H.S GLASS 090- Interlayer Trwifol PVB By 'kummy Americo. Inc.' 1/8- H.S. GLASS I I 1/4- % 1/4- Z i ALUM SPACER 4 n y 4 7 i`S u SILICONE SILICONE o n i DOWSIL 995 DOWSIL 995 iI II 2 K & 9B 6- HEAT STREN'D GLASS .090- Interloyer Trwifol PVB BR'kuraray America, Inc.' �O 090- Intedayer Saflex Gear And Cola Glass By 'Eastman Cl nnicol Co.' t ' r 3/16- HEAT STREN'D GLASS 995 19 AT 1/4 POINTS ON LITES W 19 AT 1/4 POINTS ALL SIZES " 19 AT 1/4 POINTS ON UTES WADER THAN 36- W10ER THAN 36- GLASS TYPE 'CGLASS TYPE 'D' GLASS TYPE 'E' 15/32- OVERALL 11/10- OVERALL 7/16- OVERALL •• ••• • • • • • •• GLAZING OPTIONS • • • • • • • • • • •• • • • • ••• • .. ... .. . . . .. PRODUCT REVISM .. ... . ... .. . as comillyiog with the Florida • • • • • • • • • • • • Buildi 6 Cbde AoorPtaocc 14o If-DIX • . • • • . • • •• • •• • • • • • • • • • • • B� Roduet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jan 9,20165 I STATEOF ((�� drawing no. ��ryS�OR1AL �� sheet 1.1 of 8 - PBP (ID 0! OI Sg35) 1IIIiD01t DIMS. ,//0 ST®. REDIPOBCDiC t7IH STEM Ia27f/OBCDIG GLASS TYPE 'A' GLASS ttP35 !'C GILSS 1TPB GW49 TYPB 4 CLASS TYPE a 'C' •'Dltl IEMiHT EfR.(f) M.(-) F%1.(+) M.(-) E%T.(+) M.(-) EXT.(+) M.(-) 24' 70.0 70.0 70.0 70.0 70.0 70.0 m.0 /00.0 - - 3s• rao 7oA 70.0 70.0 70.0 70.0 m.0 too.0 V 3 N I O (t/ (1/ Q b 3 a o $�` OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH :i 914 XO OR OXcr p �a � ul raZq= sCal Q wz �iT, It O b P N O G U�� n a a Jar�i J a! 0 W _ n SOU O0m N (nN: - 3nJ J O 70.0 APPLIED SILL RISER (ITEM 125) REQUIRED WHENT� EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. ° „I 0� "Igi 3t's NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 ± =1" • 000 • • • • • • • AND FLORIDA BUILDING COMMISSION ^ ° « o13 2 • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 0 o a 8 8 • • • • • • • • • • • • • • • • • • • `t`71 ••• •• • • • •• 70692 ssftODl.'CY P.M BD uh. • • • • • • • • • .N*s1y+49 w:,h cS= Florida • • �• • Dutw=tb = Jan9.2019 • • • • • • • • • • Usl= STATE OFF drawing no. • • • • • • DY pi s ''•...... 7-28 WITH A STIR WL ANCHOR lyl,00a este lAo ,(be¢ol ��`ZONAl. tt � sheet 2 Of B DESIGN LOAD CAPACITY K-- 70. 2a' 70.0 70A 70A 70A 70.0 70.0 m.0 1m.0rao70.07oA70.07DA70.om.o,00.o7z•M 70.070.070.070.07a.aeao,00.o24' 70.0 70.0 70.0 70.0 70.0 m.01m.0sa•70.070.070.070.070.om.o,m.o4e•70.0N70.0 70.070.070.om.o,m.o .70.0 70.0 70.o m.o ,m.o I - n• 70.0 K70.0 7o.D 70.o m.D ,m.o - - 24' 70.0 70.0 70.0 70.0 m.0 1m.0 - - 36' 70.0 70.0 70.0 70.0 m.0 1m.0 - - se• 70.0 70.0 70.0 7D.o m.o ,m.o - - m• 4B, 70.0 70.0 70.070.omo,m.o-72' 70.0 70.0 .70.0 70.0 m.0 1m.0 - - 64• - - 70.0 70.0 ---- 90• 70.0 70.0 - - - - go, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V.V r I 0 Z ; !Z n • H N z a It i n a 19 O C • o O`a U a Ov',ti V O� N O IL 0 Oy�i-c Q W. iLZa_o n t$<W Q W • f H �! tv N n a a Jam >F 97 L r C u 4 O�i r0U i 70m�I �Ua] r Nv N V/QDr -� V WITH ADDL. ANCHOR 9 jI £ AT MTG. STILE ENDS p i � o NOTE: APPLIED SILL RISER (ITEM #25) REQUIRED WHEN GLASS CAPACITIES ON THIS SHEET ARE 1 /3W) (2/3w) EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) a •,� 'j� n m ( • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION a' „•8 n „ • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • s • • Al{ / $ g: PRODUCT REVISC.O 1 No. 7D592 '� e OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCT • • • • • • a cmns.p d: d:c Fkxidr. • • • • • • rw:d� 6 codt x0 OR Ox • • • • • • • • r.lo•/ •0 i��' Jan9.2019�; a • • • • • • • • • • Osc< ' STATE OF ly�� drawing no. • • • • •• • • • • • •s • • .. . .. • . • • B �cm°r...^ , W07-28 • • • • • • • Afia<oi edc tloa,•i C.�nao '''�/7 NAL fc�� ` J�rtlllt�� sheet 3 of 8 DESIGN IAAD CAPACITY - PSF (YO OR OY SIZES) W/O STEEL REINFORCING 1fY1'H STEEL REINFORCING ITR1D011 DIPS. GLASS TYPE 'A' GLASS TYPES 'B' k b' GLASS TYPE � 'C' GUSS TYPE � 'C' WIDTH HEIGHT E%T.(+) IM.(-) EXf.(+) IM.(-) EXf.(+) INT.(-) EXT.(+) INT.(-) s4• 70.0 70.0 7o.D 70.0 60.0 100.0 - � - 63' 70.0 7D.o _ 7o.a 70.o _ eo.o loo.o - I - 72" 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - eI• 70.0 70.0 70.0 70.o eo.o loo.D - ss• Jo.o Jo.o 70.0 70.o eo.o 100.0 - - 63" 70.0 J0.0 70.0 70.0 80.0 100.0 - - 72" 38' 70.0 70.0 70.0 70.0 80.0 100.0 - - 81' - - 70.0 � 70.0 80.0 100.0 - - sA• 70.0 70.o Jo.o 70.o eo.o 1DD.o - - 63- 72" �• - - 70.0 70.0 70.0 80.0 80.0 100.0 100.0 - - - - 70.0 - - er - - 70.0 70.o fio.o j 100.0 - - 5�• - - 70.0 70.0 80.0 I 100.0 - - 83" 72" �• - - 70.0 70.0 70.0 80.0 100.0 80.0 100.0 - - - - 70.0 81" - - 70.0 70.0 80.0 100.0 - - 5�• g0.097.83_ 80.0 88.t72'72•-80.0 81.2 80.0 100.0 81'-76.3 P70.0 76.3 80.0100.0 ss-1/z"70.070.070.080.0100.0-79-3/4" y6•0 70.0 70.0 70.0 80.0 100.0 -83-1/1" 0 70.0 70.0 70.0 80.0 100.0 -55-1/2" 0.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/1" 83-1/4" 38-3/8" - - - 70.0 70.0 80.0 100.0 - - - 70.0 70.0 80.0 100.0 - - 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 � - 79-3/4" 50-5/8" - L - 70.0 70.0 80.0 � 100.0 - - &3-1 /4• - I - 70.0 70.0 80.0 � 100.0 - - ss-T/2" - - 70.0 Jo.o eo.o 100.0 _ - - 79-3/a" 53• - - _ 70.0 70.0 80.0 96.5 - - 83-1/4" - - 70.0 70.0 80.0 95.0 - - 55-1/2' 79-3/a" 83-1/4" 71' - - - - - I - 80.0 92.3 - - - - - - 73.8 73.6 80.0 100.0 - - 72.0 72.0 80.0 100.0 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CAPICRY -PST (IOI 56�5) R/0 SI'®. R6Qi/'OfN.7NC 1f17'B STEO, REINFORCING ��u I 3 Z z P. J n F 1 n �o a p stag a " o g; ZM_ Sys ab•f 0 Z 0 N a O = tl m U v" a Jan tN v 0¢= n W �+ U U SP&1Li 7 0 m n GU[O N�} = 30� v I Nrno 0 o tG� WITH ADOL ANCHOR WfM AOOL ANCHOR c B W AT WIG. SME ENDS AT II1G. SIRE ENDS NOTE: GLASS CAPACITIES ON THIS SHEET ARE (1/3r (t/4Fn (11W) (1�4w) BASED ON ASTM E1300-09 (3 SEC. GUSTS) "� � 1!2` " •• '••• • '• •' • AND FLORIDA BUILDING COMMISSION ^ o ^ E gIg • •� DECLARATORY STATEMENT DCA05-DEC-219 o W OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 70dB2 '� E PROTx1CT REVISSO XOX • • • • • X • • • • m oe.aplYsg wi,h,ne Ft." _ Y} t • • • • • • awld'c6 Code b • • • • • • • • • • N10 •O Jan 9,204 • • • • • • • • • • • Dft STATE OF • fy� drowing no. APPLIED SILL RISER (T�j1•%25: REOUIRFA *HENS • • • • • • • B %� '•.!ZOR�ON�.•�� W07_28 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. r PraduuCa+w ��i �ONAL11````�� sheet 4 of g DESIGN LOAD GLASS TYPE CI.ISS TYPES GLASS TYPE • GLASS 108' - - 70.0 70.0 80.0 100.0 - 72• - - - - 80.0 97.B - - 96• - - - 80.0 6,.2 80.0 100.0 ,OB' - - 78.3 76.J 80.0 100.0 74• 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-,/4- 26• 70.0 70.0 70.0 70.0 80.0 100.0 - - ,,,• 70.0 70.0 70.0 70.o eo.o ,00.o - - 74• 70.0 70.0 70.0 70.0 80.0 100.0 - - 108-1/4- JS-3/B' - - 70.0 70.0 80.0 100.0 - - 11/' - - 70.0 70.0 80.0 100.0 - - • 106-1/4' nr S0-5/8' 70.0 7o.D 70.0 70.o eo.o loo.o - - _ - 70.0 70.0 80.0 100.0 - - - - 70.0 70.o eo.o ,00.o - - 74• - 70.0 70.0 S0.0 100.0 f06-1/4• BY - - 70.0 70.0 BD.O %.5 - - ,,i• - - 70.0 70.0 80.0 98.0 - - 74• - - - - 80.0 92.J - 106-,/4• 74• - - - - 73.6 73.6 80.0 100.0 11 1• - 72.o n.o eo.o 100.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL IRUCTURE :ILL RISER ON THRU 4 TYPICAL ANCHORS SEE ELEVS. FOR SPACING 9 F-___________________; I MKMI-DADE COUNTY APPROVED I j I MULLION & MULLION ANCHORS I�SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. (4) UNDER FIX. LITE AT 18" O.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IT FICAL ALVL;HQXi i SEE ELEV. FOR SPACING 1/4" DU. ULTRACON BY 'ELCO(Fu-177 KSI. FY-155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. I INTO METAL STRUCTURES (3) UNDER FIX. LTTE AT 16" O.C. STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/87 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. 1 • • • • �OOQ AT VAD, SILL OR JAMBS SG - 0.55 MIN. • • • • • fONfRET[ AT HEAD. SILL OR JAMBS 1e - 3000 PSI MIN. • • • • • E-9• H.LOW/FILLED BLACK AT JAMBS F m - 2000 PSI MIN. 1 • • • • • • eL• • • %1111111tt� P..• GENSF � r 1 Q '• • • • • • ! -+htheFl ida-}I 9xildetiCodN0.70592 PRODUCTi� MOOD ' 9 b • • • • • • • • D� •TATE OF • !yam drawing no. • •• • • • • • • • • • D,`UiLififl. ; s.;'`zp"1D�`�.�� W07-28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• MAX. �, C I SHIM \� METAL STRUCTUREI I f -- -SCREEN OPRO 23 2X3 FOAM PAD 4 AT TOP k BOTTOM TIPMAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. ((` s�au � �� METAL STRUCTURE c xl OPG. L TO %1 LATCH FH SMS LATCH 19 REINFORCING BAR REDD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE VENT WIDTH --{ (J/��) D.L I OPTIONAL r- VENT WI[ IONAL TO D.L OP LNG LATCH /e FH sus 7 2/ UTCH I 99REINFORCING BAR REDD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT I s MW4-DADE COUNTYZ^ APPR,O CLIPPED MU WON MA% SEE SEPARATE NOA / TYPICAL ANCHORS IC `� Y / SEE ELEV. F 2 al AS � - FOR SPACING TYPICAL ANCHORS r __-� Q' $ ci • O. SEE 0", f l I I J 0 U. FOR SPACING Q N II II 0 � IN II II LE OG o w� r I caoo o��aT 1 I I 4c W N r m w � nl WI WINDOW WIDTH WINDOW WIDTH H v i j N N i O 1BY 6 WOOD BUCKS J uj & _j %In Cw :;e oaf _ 1 vil OUco l v �1/4- SHIM N I N Ij 12 I MAX. ANCHORS SEE EL SEE ELEV. FOR SPACING N 21 I OOOD STRUCTURE -`--- rUKLLN Ur I K)NAh----' w \ •• ••• •• • • • •• ^?OvUCT REVLSEa • • 000 • • • • `s c,s:yiog %,mb the Florida • • • nnBtildmLt Gods ;aft' P,o•»+nea/o>i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • >41a1t CENA`f•'•. i; .40.70592 s s: p Jan 9,2019 STATE OF ing no. Rzomnr..�� W07-28' TOPdAl1��j sheet 6 of 8 3.000 I .078 I I I-1.248 I L'.448 FRAME HEAD 63 H062 5.375 - I 1.844 _IL VENT TOP/BOTTOM RAIL 2.312 - r.078 1.448 -1 F.1 TYP. 3.000 T-� 062 J 3.D00 Oz FRAME SILL -.062 1 I 250 .437 r-1.424 --i O SILL TRACK © JAMB STILE h---2.312 2.813 .078 J � � 2.353 1.248 PRODI ICT RF.VTSGD ca *yi,, wilh the FkwW- Aeaep,•a No O7 MEETING STILE ExpwdhM Uclt ITEM PART / QUANTITY DESCRFIMON MATKRIAL MANF./SUPPLIER/REMARKS 1 SIW201 1 FRAME HEAD 6063-T6 - - - 2 SI 202 1 FRAME SILL 5063-T6 3 SIW213 1 SILL TRACK 6063-T6 - 4 SIW204 2 FRAME JAMB (VENT SIDE) 6063-T5 - 4A SIW131 2 FRAME JAMB (FIX SIDE) 6053-T5 - 5 SIW206 1/ VENT FIXED MTG. RAIL 6063-TS - 6 SWI07 2/ VENT VENT TOP & BOTTOM RAIL 6063-T5 - 7 9 SIW105 SM'106 1/ VENT 1/ VENT VENT INTERLOCK --- 6063-T5 - -_ VENT JAMB STILE GLAZING BEAD (3/8- GLASS) 6063-T6 6063-TS 9 SIW112 AS REDD. - 9.1 SAY12B AS REDD. ALT. GLAZING BEAD (3/8- GLASS) 6063-T5 - 9A 9.1A SM'108 SIW127 AS REGO. AS REDD. GLAZING BEAD (7/16" GLASS) _ 6063-T5 - ALT. GLAZING BEAD (7/16- GLASS) 6063-T5 - 913 S1W117 AS REDD. GLAZING BEAD (LAM. INSUL GLASS) SWEEP LATCH, AT 15-1/2' FROM EACH END 6063-T5 - MASSOUD 8 BROS. CO. 11 21<356822 2/ VENT - 12 SIW709 2/ VENT SPRING LATCH, AT 15-1/2' FROM EACH END 6063-TS - 13 - AS REDD. FRAME k VENT ASSY SCREWS /10 X 1-1/2' PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - /12 X 1-1/2' PH SMS 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - 112 X 4" PH SMS 15 16 17 SIW207 SIW208 4/ VENT ROLLER HOUSING k GUIDE DELRIN - _ 2/ VENT ROLLER - BRASS OR ST. STEEL SIW209 2/ VENT ROLLER PIN ST. STEEL NYLON - - 18 - 5/ WDW. BAFFLE 19 - 2/ LITE SETTING BLOCK, DUROLIETER 8535 SHORE A EPDM - 20 W23201NG AS REDD. AS REDD. TOP k BOTTOM RAIL WSTRIPPING - ULTRAFAB OE EOUrV. 21 9302BL FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16' BOX 23 U4513 AS REDD. BULB W'STRIPPING - SCHLEGEL 24 5531 AS REOD. EXTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 25 5530 AS REDD. INTERgR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTIC 26 SM1Y211 AS REDD. SILL RISER 6063-i5 - .0787 B7 ANmi edc Plodue/ 078 1.474 644 I-- 1,144 r 1 1.248 O50 f 1.177 .812 O50 1.177 1.87s .fits ^ 1 V FIXED MTG. STILE 309 194 I-- 9 i--jr-.078 I'-.120 .500 --j TT11�� 969 .200 290 .240 .140 T-- ILA i 1.125 Q � 24 EXTERIOR GLAZING SPACER INTERIOR GLAZING SPACER I_- GLAZING BEADS (3/8" GLASS) z6� 09CL WIi9R • • • • *V 1• • �I I 1 .078 I 076 062 3.000 3.200 3.062 3J L j �- [- �, 1.2-L, � L- - I~.937-L S12 --I .937 r----2.297 , L 2.124 V FRAME JAMB (VENT SIDE) U FRAME JAMB (FIX. SIDE) • •• • • • • ••• • • • • • • • 551F ---.551,r ••• 00•: • 050 � •• • • • • .872 I 1.122 .812 050 1.177 .615 I 1.177 L .050 1.177 • • i i • 1 • • • • •o7• •• • I .1�i • • ••I.� • �.216 .184� ^- • • • � • • • • • • • • I • • • • • • • flr �,104 GLAZING BEADS (7/16' GLASS) GLAZING GLAZING BEAD (LAM. INSUL. GLASS) 72 SPRING LATCH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 EN3F � No. 70592 _ o \ e iIt l, Jan9,2019 STATE OR tg� I drawing no. V I N 13 0 N I 0 4 O 8'a / ao¢¢� got /. ONt¢ Oa Q N u LL o U. W 90 '1010 �WuL Q W • f F O =1 � I i 1 I 35I n N N V � p VENT TOP/BOTTOM CORNERS FRAME TOP CORNER & j U a ,n -� w FRAME TOP CORNEj < n gi J 0C WLJ O 13 13 vl I OOm f to y rnao I c c o e ra e 0 0 C ti /' •• ••• • • • • /' «gg� • • • • • • `III1111l11/�� > 14 PRODUCT REVISED = .70M a n • • • • • • • • • • • • Icwgeec"w the Florid., ii an 9,2019 • • • • • yxee�x LMa ATE OF �\ drawing no. FRAME BOTTOM CORNER tRAME• BOTIEM COR�JEM • • • • �rIT•—• BORIC►;..•• ��• AT MOVING END • • •• Ai FIXED ENV, •'ysr, u.I Comer ��ss•'•••••- �.%�� WQ%-28 FIXED�G�L CORN��CORNER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM FQADE 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 ADME41STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.rov/building SIW Solutions, LLC 975 S. Congress Avenue #102 Delrav Beach, FL 33445 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER.-'"'. Product Control Section to be used in Miami Dade County and other areas where allowe4 by t Authority • • • Having Jurisdiction (AHJ). • • " • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County4lvaiuet Control a • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Count3i aw;we the right . to have this product or material tested for quality assurance purposes. If this product or V#V&l fails Jo perform in the accepted manner, the manufacturer will incur the expense of such testing 1gcttg 0AHJ m 0000 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. IS... reserves the right to revoke this acceptance, if it is determined by Miami -Dade County WAuat Controf . • Section that this product or material fails to meet the requirements of the applicable building code: " • This product is approved as described herein, and has been designed to comply with thC F10114 Building • Code- including -*2h Velocitv HurricaneZone.- • • • DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window— L.M.I. ; • • APPROVAL DOCUMENT: Drawing No. W09-54, titled "S-400 Alum. Outswing Casement WdW. ; .00. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision E dated 12/05/18, prepared by Al-Farooq 9000 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 ProduSS Control Section. 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. 17-0731.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0131.09 MI/W10ADECOUNT7 Expiration Date: January 27, 2020 411110) I�Approval Date: March 28,2019 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. 09-1021.09) 2. Drawing No. W09-54, titled "S400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision D dated 07/10/17, prepared by Al-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 per FBG TA%2.02-94 • 3) Water Resistance Test, per FBC, TAS 202-94 fees f 4) Large Missile Impact Test per FBC, TAS 201-94 • .... • ; • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203i9$.... .... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-jj •. s • • e s • along with marked -up drawings and installation diagram of an alumiripplivgment • window, prepared by Hurricane Engineering and Testing, Inc., Test jpores No. • HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, IIETI-09-2608,• • • • • • BETI-09-2609 and HETI-09-2610, dated 08/15 to 26/09, signed andssealA by Candido F. Font, P.E. • s s • • (Submitted under NOA#09-1021.09) e • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6t° Edition (2017) dated 07/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17- 0 731.05) 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. 14-0916.11 issued to Kuraray America, Inc., for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc., for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. L Manuel Pere , P E. Product Control Exa ' er NOA No. 19-0131.09 Expiration Date: January 27, 2020 Approval Date: March 28, 2019 E-1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6" Edition (2017) and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under N0A#17-0731.05) 2. Laboratory compliance letters for Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HETT-09-261g o • • • issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/09, signed an�esgaled by • • • • • • • • • • • Candido F. Font, P.E. • • • • • • • • (Submitted under NOA#09-1021.09) • • • • • • • • • • • • • • • • • G. OTHERS 0000 6• • • • • • 1. Notice of Acceptance No. 14-0926.14, issued to SIW Impact Windowspkkefor their•' • • • • •... Series "S-400" Outswing Aluminum Casement Window — L.M.I., approuadan • • • • .. ; ..' 02/12/15 and expiring on 01/27/20. • •' • •' '..' ; . •.... • • • • • •••••• Manuel PVim E. Product Controer NOA No.1 Expiration Date: January 27, 2020 Approval Date: March 28, 2019 E-2 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision E 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 (REV E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, I9t.•fbf Their ...... "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17't'ft ?ring on • 07/04/23. •••••• •••• 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Ifte. f8p their • �• • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" died 1948/18, • expiring on 07/08/19. • F. STATEMENTS • • • • • • 1. Statement letter of conformance, complying with FBC 611 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. 17-0731.05, issued to SIW Impact Windows, LLC for their Series "S-400" Outswing Aluminum Casement Window — L.M.I., approved on 09/28/17 and expiring on 01/27/20. Manuel PU.11. E. Product ControlerNOA No. 1.09 Expiration Date: January 27, 2020 Approval Date: March 28, 2019 E-3 ,2 ya �V x' 8• MAIL MAX,%. ; HEM/SILL CORNS o mINERS ZC 12 D/a' F Z G 6' MAX. �.—�— 1LVL li NCM/9LL I I NfID/SLL `4 cowERs flipD iCQp A I a 0 ri •- N h i V '3 B fMSE MMfNS B J> n � m �L y (SURFACE APPLED) �i� y � a 88 wT BE USE➢ i n y/B' zs y/B'+ e N D.L OPO D-L OPD ys• M. o 1 SERIES 5-400 VENT M1mH vLHr pI I1MINtIM Ot)TSWING CASEMENT RIND01/ 37. J7• DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER � MOTH S WID7H CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE POINT LOCK ON COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MULE PANT LOCK TWO POINT LOCKS MLAMI-DME COUNTY APPR•D WINDOWS USING MIAMB-DADE COUNTY APPROVED MULLIONS IN BETWEEN. R LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL R�'£ WILL APPLY TO ENURE SYSTEM. c@��I THIS PRODUCT INS ES BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOVNFMENIS OF THE 2017 (01H EDITION) FLOR6A BUDNG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TBY OR 2BY MOOD BUCKS Q BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED I ED ADEOUATELY TO TRANSFER APPL'ED PRODUCT LOADS TO THE BUILDING STRUCTURE THESE WINDOWS ARE RASED FOR LARGE 6' SMALL MISSILE IMPACT. E F, s 2 9 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETNLS SHUTTERS ARE NOT RECURRED.AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE u MATERIAL SFIALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE b USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • • • • ,� b ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COLPRESSIBUE • • • • • • • • • « MATERIALS INCLUDING BID NOT LIMITED TO STEEL/METAL SCREWS, THAT • • • • • • • • • '' b = ` COME INTO CONTACT WITH OTHER DLSSMIVR MATERIALS SHALL MEET THE • • • • • • • • • • • PTODLICT REVISED Tmw REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED SMNOARDS- • • • • • • • • • .mmMY�6 MA,ds FIWIOA * ' {t- THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE IWORMA71DN • • • • • • • • • • • • ��tAo FOR A SITE SPECIFIC PROW. i.e. LIFE SAFETY OF THIS PRODUCT. ADEOUACY D+A J•n B,201D OF STRUCTURE RECMVW THIS PRODUCT AND SEALING AROUND OPENING FOR 6TAlE OF F dro:Klg no. WATER INFILTRATION RESISTANCE ETC, B7 RDRIDN; W09-54 CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY. � AND TO BE REVIEWED BY BUILDING OFFICIM. 'A•iANAL1T; ``�� aheet T of B •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PEP 2 POINT Lom MULTI POOR LOCK 1/6• HEAT S11EN'D CLASS I/B• HEAT SIREMD GLASS I WINDOW DDIS. GLM MBE GLASS TYPE 'A. b'. 'C' ! 'D' A' GLAS S TYPLB b' ! 'C' GTA9E TYPE 'D' .090, WID7/1 HEIGHT EXT.(+) INT.(-) EXf.(+) 1NT.(-) EXT.(+) 1NT.(-) EAT.(+) 1NT.(-) T-Nd WB By .� kwN „c' S-t'YGbs Dy 'y-y Anl4' 1-., 26-1/2' ]2' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 60.0 60.0 60.0 60.0 60.0 BD.O 1/6' NEAT STREN'D GLASS HEAT S1REN'0 GLASS -3/8' 37• 70.0 70.0 70.0 70.0 60.0 Bo.O 60.0 6O0 I rt/6' p i I g 42' 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 F pR 26-1/2• 70.0 70.0 70.0 70.0 7o.O 70.0 70.0 70.o 60.o Bo.O mo BOO WO Boo 60A Bodo 10 11 y 1D 61 $EJ[pNE 0 ^ 32' 5O-S/B' 3]" 70A 70 70.0 70.0 BOA 90.0 80.0 80.0 1. gl�pE DOWSL 995 \ Lji 10.1 Do6Y M 11 1 4 7o.0 7o.o 60.0 Do.O 60.0 Bo.O O • G 26-1/2' 32' e• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 BOO 60.0 60.0 80.0 B0.0 Bodo 80.0 Bo.D B0.0 80.0 BOLO eo.o LL 37' 42- _ _ _ _ B00 Bo.O - - AT 1/4 POINTS AT 1/4 PORTS P F 26-1/2' 54.4 54.4 54.4 54.4 80.0 80.0 622 62.2 THAN 36' ONLY 'A' THAN 3636, ONLY 'B' 32' 71-,/4' _ _ _ _ 80.0 Bo.o GLASS TYPE CLASS TYPE 37' 60.0 Bodo - - 11/92' OVERALL 11/32. OVERALL j 26-1/2' 412 I].2 432 43.2 80.0 Bodo 492 49.3 32• Bp• 80.0 Bodo o_ J7' _ _ _ _ 80.0 6D.0 - - 1/B' 1FMP. GLASS] Lj�r n 26-1/2' ]7., 37.1 37.1 77.1 60.0 90.0 424 42.4 1/4• AR SPACE J r~j J<n N' 32 _ _ _ _ 77.6 77.6 3/16' HEAT STREWD MASS 1/6' HEAT STTEN'D GLASS eNc EB �w ^ U S-t1j J> Dy 'K.-.W Am4rica, Inc.' h^r'Id WGDO By 'k-, Amwlco, Inc.' 66 7 Z NOTE' GLASS CAPACITIES ON THIS SHEET ARE 3/16' HEAT STROTO GLASS I/6' HEAT STREN'0 GLASS vi R BASED ON ASTM E1300-09 (3 SEC. GUSTS) pp F CC CAAOINAt n ffi EDGEST� ;�� N rn o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ` it n�11 3 i SrT -s �n „ 3 �D5 (YfT1Tf1 E GG AT 1/4 POINTS ON UTESWW0033 ' \ AT 1/4 POINf9 ALL� g y: ^ Y >�P 7 F 7 0tl GLASS TYPE •C• THAN 36_ ONLY GLASS TYPE 'D' 7/16• o1T tut 11/16' OVERALL `a.: GLAZING OPTIONS o•a.De. • • • • • • • • • • • •�'.� LILUuunlg7,. Jai g uneR^' N' 701W2 �' F F • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BmldieECodc = A.cttP� Jan 9,2019 67A7E OFF droving rio. W09-54 •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • - -1X TYPICAL ANCHONS %SEE E1EV. FOR SPACING tYPICAL AxlaRs GR MULL ONMAMI-t MULLIOON APPROVED 1 i I; SEE SEPARATE WX ;I Z �I IST.CIE !FDR TYEll ANCHORS TYPMAL ANCHORSJSEE ELESPACING SEE ELEV. FOR SPACING 1`L ZQ 4 t � b WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' FICA' ANCHORS: SEE ELEv. FOR SPACING •ELCO' V MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DUI. ULTRACON BY (F„-tn KX FT.155 KSI) i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS iY THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4' M1N. EMBED INTO CONCRETE (HERO/4LL/JAMRS) J<n 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) eNLL DIRECTLY 1NT0 CONCRETE OR BLOCKS 0,.= o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN . EMBED MO BLOCKS (JAMBS) Qom SJ4 BUS OR SELF DR INTO MWAI-DARE COUNTY APPROVED MULLIONS QQ V) e ;10 "1 OR y Nmo K INTO METAL STRUCTURES (HEAD/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.) Iy y1 (STEEL N CONTACT 1111N ALUMUM M BE RATED OR PAINTED) C C TYPr-AI EDGE DISTANCE gIR yy o f IKTO CONCRETE AND MASONRY - 2-1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. E 9 MNTO METAL STRUCTURE - 3/4' MIN. ✓�clllll WOOD AT HEAD, SILL OR JAMBS Sr - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fa - 3000 PSI MRL C-90 GROUT FILLED BLOCK AT JAMBS fm - 2D00 PST LYN. • • • • • �'RODUCT REVIS® � - • • • • • • �MYIR wiN ItA FIw*L � i(i592 y y E' r STATE aF� drawing no. ROgK01.: W09-54 AAAIIII I1111\ sh-t 3 Pf B •• • • • • % • • • • • • •• • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHIM � (��IVULTI PdNT � LZ m D IDCK SYS. ( O 3 1YPIGL N1C/gR5 O � FOR SPICWG f � = M I Q o �ry METRE G n w �STRUCTURE b �i G Ri A WCH KEEPER 2 PER JAMS UP TO 31-1/2- WOw'. H15. TYPICAL IiNCHORS 3 PER J 6 UP TO 4T' WOW. HTS. 0 i C SEE ELEV. 4 PER JAWSUP TO B3' WOW. HIS. 0', C Z O fOR SP�CINO SNUB<IERS 6 IE PER ,W,B OVER 6]' wDW. H15. Q w n \ x PER JAMB UP TO 31-1/2- WOW. HIS. LL = JAMB n : R ] PER UP TO 4T' Y!D'w. HTS. 19 8 I - /� 4 PER J4A9 UP TO 0 WDYI. HIS. /� 1/4• J itl n 1/4• MU(. ,I (' I / 8 PER AWB WER fig' WDW. M. 1` D ; � Sn. SHIMS Q W P F SHM OC `l 1BY 14 I] B 5 20 WOOD BUCKS P TYPIGL NRCHORS _______________________J SCREEN OPT.---------- _______ r SEE E11V. o N 1 1 2' / FOR SP�L010 3 O - - --- ----__ �j W JAY �MY OUm J. ,2 14 T EXTERIOR 4 lJ _ D.E. OPC. � _yEHr wrong 4 SINGLE VENT WINDOWSI^1= .--DWE COUNIV MEAiO`FD MIR110N 4 4 � E ITPI CHOn n ^ c SEE ElEV. FOR VP NC 4 c n n g ol$ Q I - - - _ 1 • - _ • • • • • I I I • • • • • • • • 6aild'nE Cod4 _ � _ � I � ' is' E' \'Q 81111E OF ' ((r _ drawiry no. Dy RomDR•' <2 CSC W09 54 wnoow NroTH WINDOW MOTH _ "i''i ,Q(yI"V`` s�� • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • •• /` I. ... OENBf • • • ♦ • • 1 • • • • • • • • • PREIDII(.T AEVISCJJ j=705M • • • • • • �w,e Re flsm I__ •. • • • • Aaaylsellor r 8T19,2o19- £ Re B7ATE Gf �� B> ij Atolao!: 0'; \nrlll\\\L IT Z • C� Qi 1 O �9rw 06Oo� r aQ�S=x R2.22 � J 3i 3 O m i� M .V +V Jn •NJ �W e O¢i u UU OZO. Ij V) fQ2 N Q x Vlmo AI� C3I4S AI F R'SzTT • Al o f RI; S - b i SEALANTS: ALL FRAME AND SCHNEE MOREHFAD VENT CORNERS SEALED WITH SM-5504 SEALANT. •• ••• • • • • • • • • • • • • • • • • • 1 drawing no. 1 WO9-54 sfleet 5 of 6 lTIKJI N0. PARi N0. pAANTTTi 088l;N11'TIUN IIA]RNLL YANF./9VPfLRR/REYARIC3 1 z J SENapI swal 1 I FRAME HEM 606S-TB eDnn-Te - FRAYE sKl - - Sne101 1 FRAME JAMB-XRIGE SIDE 608]-TB 1 SIRa01 1 PRAME JAI•-UTOH SIDE hEIKE TOP RAIL 906J-T6 - 5 6 SIR102 SIWa02 1 1 806J-TB - LiM BOTTOL, RNL 608}-T6 8083-T6 - ] B SM102 SIw10i 1 YEM 510E RNL-HINGE SIDE VENI SIDE RAE-UICH 9pE SNUBBER - 1 AS RFOO. 6087-TB - 9 231]B 51. STEEL 8063-TB TRUM HARDWARE - 10 SIW112 AS REOD. GLAZING BEAD (5/18' GLASS) 10.1 IM Sw128 SM't l] AS REOD. AS RE00. ACT. CUBING BEAD (S/16' GI.�) GLAZWG BUD (1,/18• IIISUI G1A55) 606J-TB - BOB]-T6 - lOB IOB.t SMIOB AS RE00. GLAZING BUD (7/18• GLA55) 608]-TB 808}-TB - - AS REOD. ALT. GIAZMG BEAD (]/16' C1A55) f]rf. GLAZING SPA(iR, WROIFIER ]O4S SfgRE • OUTER C01.1•SSKIn SEAL 11 12 1] 14 SS]1 9J02 APIazS AS RE00. AS RE00. AS RE00. SANTOPRENE CENTRAL PLASTK.S CENTRAL PLASTICS SCIIEEIl SYBRE6 AAl1VAN k ASSOGNl6 MNER COIN1E33%1N SEAL ST. STEEL PJSaO-55 2/ CORNER CORtER LOCIf (1-J/a' % 1-3/a' % .054' iHK) 33.1J 2/ WPK !BAR MILES-HUW DUTY ST. SIEII TRUTH IIAI•Y4RE TRUTH HAIaWNtE 32.1] 1/ KIOR SNEiE ARM OPERATOR OPERATOR CISIRT .082 J2856 I TRUTH HARORNtE r72 ]18]J _ 215a61 115a) t OPERATOR SPACER .238 TRUTH HARDWARE HARPURE OPERATSPACER .138iRUMMARPYME OPEIMTOR SPACER 169IRUM 1MCKST. 30.15 21.25 1/ OPEIt. 2/ VEM 51RL TR LOCKASSCMBLY (SINGLE PoMT LOCK S1S.)TIRIIH - HNKORAAE TMITX HARDWARE 21198 2/ NM SPACER (SINGE PoMi LOCK SYS.) KEEPER (SfICIE PoMT LOCK) 20 IW 19A1 ]IJM 2a3] 1/ IDCN 2/ YEM Sf. STEEL TRUTH HAAORARE TRUER HARORARE_ TRUTH HARDWARE LOCK ASSEMRY (MULTI Pow LOON M.) - 21109 2/ VENT SPACER (MULTI POINT LOCK SYS-) SUPPORT PLATE (MULTI PONT LOON SYS.) KEEPER (MIDI POINT LACK) - 19A2 2M 21fi00 J1]OI N SERFS 1/ LOCK AS REOD. 1 - TRUTH HARDRARE TRUER HARDWARE - 2011 20A2 NIEIRIICK ROLLER OE BAR (MIRK POUT LOCK) 1R11111 HARDWARE _ TRUTH HNNRARE ]2Na AS REM. LK BM GUIDE (MULTI POW LOCK) TIE BM WOE IEOIRfRNG 9CRCIK (WLO PpM LOCK) s%,e• eox BLw¢n 2OAJ n 22 - 2/ GUIDE t �10 X 1-1/a' M SMS - oPIIONAL _ _ I10 K 1-1/!' M SMS - 2/ CORNOI KAIYE k VENT ASSY. SCREWS CRS 2J - B/MINCE HMGE 1gUMIf1G SCREWS - �10 x J/1' EX SMS 2a 23 2/OPOUTdt 2/KEEPER OPERATOR 1RACK YfG. SCREWS - �10 a 1/a• M $MS - �10 a }/!' M 5M5 KEEPER IIOIRrRIrG SCREWS 26 OPERATOR 4011ONG SCREWS 2] 8/OPERATOR �10 x 1-1/S' M 5M5 26 2/LOCK LOCH ASSEMBLY 1101MI1RIG SCREWS I10-21 % I/2' M MS TYPE i M 2/SNUBBER SNUBBER MIC. MIEIBOR GLAZING SPACER. G1RWtlEN ]Ol:S SHORE A S. 31 33 SS]0 AS REDID. 2/ IITE SANTOPRENE CENTML PIASRLS _ WROMEfER BSt3 SHORE A SETTING BLOB( EPDM • • • • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • - l 3.321 oV!S s ¢H o„A T o L—2.]33 ------ — ,� o 1 2 3 �J FRAME HN E I --2.353-- ] 14 / 1L Z ' F �i a]e Y 2 ° .312 2.at2 � %' .513 6 �/ 22 ( Cw11JQn 1.659-1 I �J 5 6] 9 VENT / I c7 • N ry / OZU e 7 <QUOn � N'>e .,tN z6a— N rn 00 0 GLAZING BEADS (5/16- GLASS) p M — '- VENT CORNER FRAME CORNER E1 t .fit2 .oso n 1 � S 4 S R'S GLAZING BEAD (11/16- MSUL. GLASS) / ; ,1u l,1Ubr6 BI f o a .812 t au • • •• • • • • • = 2 utx-r F,vtSFD �-.oso ,.n] ro • • • • • • • • • • • s�t,•iewi�„erFTa;a. I_ �' � � • • • • • • • • • a gcea _— 1 �. • • • • • • • • • • • • nrcepace an 9.2019 ,tsy —I E<<-�yi� '� SPATE OF 09 1 19 <rrr ,+++ sheet 6 of 6 GLAZING BEADS (7/16' GLASS) rr,ti,l1 �- •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY MDAM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMU41STRATION DIVISION T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOM w/w'w.miamidade.¢ov/economv SIW Solution, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend theVA& • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is, • • determined by Miami -Dade County Product Control Section that this product or material fails to t8w4 ftie:Nuire;pents, . of the applicable building code. 000 *.:a.* This product is approved as described herein, and has been designed to comply with the Florida Buildin0 Code, includingthe Hi VelocityHurricane Zone. ••• •• • DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidelite or Transom • . .. . • : • • • : • APPROVAL DOCUMENT: Drawing No. W 13-0 Rev F, titled "Series 500-9 Alum Outswing Farr cp.Door • (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08, 2019, pre �� dby Al- • • e Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product montrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Coryriy'ZUuct Control Section. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact ' ' ' Imitations: • • • • • • 1. See DP tables for X or XX in sheets 2 & 33 O/X or O/XX in sheet 41 for O in sheet 4_1 and door w/ sidelites (NarrbN• • stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5, shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance and limited to DP—+*/- 62 PSF. 4. Glass A is limited to DP—+/- 70 PSF. Glass liter wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 distnbutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1115.01 (former SIW Impact Window, LLC) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Iahaq I. Chanda, P.E. NOA No. 19-0131.14 rroAM , ... CourtTY Expiration Date: May 22, 2023 Approval Date: February 28, 2019 Page 1 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 1. 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 *see 4) Large Missile Impact Test per FBC, TAS 201-94 • • 0 0 • * • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom Prepared • • by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dateMune 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. . 6606 :...:. Note: The above test reports have been revised by an addendum letter dated 05/09/14*1'ssued by • Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 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 • • • ; • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 074371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5t° Edition), prepared by A] Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 D. QUALITY ASSURANCE Miami Dade Department of Regulatory and Economic Resources (RER). lsk I. Ish I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February 28, 2019 E-1 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the `Butacite ® PVB interlayer", expiring on 12/11/16. F. STATEMENTS (Except item #1, all other submitted under file # 14-0305.06) 1. Statement letter of conformance to FBC 2014 (5t" Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report^ 3. Addendum letter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. Goss 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, sign.ed an(# sealed 'l• • • • " by Candido Font, P.E. . • . • • • G. OTHER •••••• •••• 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. see*** • 2. Test proposal dated 05/23/1, approved by RER. • • • • •• • • ••••.• 2. Evidence submitted under previous approvals ..•• • A. DRAWINGS ":": •";'. 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door NM.I.)", `• a sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/02/11.prapared ' by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' ' ; •. •;. B. TESTS : •�• ' 1. None. : • • C. CALCULATIONS 1. Structural analysis complying with FBC 511 Edition (2014) and FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5' Edition (2014) and FBC 6th Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. — G. OTHER 1. This NOA revises and tenews NOA # 15-0406.13, expiring 05/22/18. ' C� Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February 28, 2019 E-2 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-68 Rev F, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08, 2019, 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 (RER) • • • • E. MATERIAL CERTIFICATIONS •""• 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former L. Dupont: . • .. DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass InterltieTs expiring on 07/04/23. 00040 • 2. Notice of Acceptance No. 16-1117.01 issued to Kura ray America, Inc. for thaii nr*(aifol 0:... % Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. " ' F. STATEMENTS (submitted under file #18-0116.11) • • : 0 *: . ":' • 1. Letter of conformance to FBC 2017 (6 h edition) and No Financial interest datedPNOV 07, �• • • 2017, prepared by Al Farooq Corporation, , signed and sealed by Java Ahmad, .E. • • 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all :. •.:. assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and ltlo logger manufacture the products and request to rescind the Exhibit "A" NOA(s), signedby Abdiel ."• Lopez, Manager. • • • • 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA # 17-1115.01 (former SIW Impact Window, LLC), expiring 05/22/2023. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status sw k . LL.. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 E-3 Approval Date: February 28, 2019 HEAT STREN'D GLASS .ow Nt.Yy« TrOWW PVB By 'H4 w 3/16' HEAT STREWO GLASS n\ 12\\ I ( ro Z O� NON STRUCTURAL SH WES VARY DECORATIVE GRILLam 1 HEAT STEMD CLASS rp jrogNAKLmm 6 •«1 SNW)'CL°. By 'K.r An —. Me.' OS 3/16. HEAT STREWD GLASS THESE DOORS ARE RATED FOR LARGE d SMALL MISSILE IMPACT. SHURERS ARE NOT REOIARED./110 • 4 g i ]/C OVOMIL .— ZAss �i 7/16G. O_l^LL'17 tI'GLAS S; WATER INFILTRATION RESISTANCE IS REOUIRED. Y D 06 n 5/32• TEMP. CLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH T11E N N ) REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE 3 N .- NR SPICE 3/16• TEMP. GLASS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ),IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE N rn C J DECORATIVE PNIEL DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LEADS C' M SPACE CIVIL SPACE S/J2• HEAT STREN'D GLASS \ ]/IB• HEAT STROfO CLASS TO THE BUILDING STRUCTURE. .� Mw1syR. .�• 11IRrIeyRr ANCHORS SAL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS TreMid PVB r.090- ' AND INSTALLED PER MANUFS NSTRUCTWNS. SPECIFIED EMBEDMENT TD BASE By 'Kv1NRy Amwie Iz' 1 B! 'INrny' wtwka. ft.'NA]EIBK SHNN.L BE BEYOND WALL DRESSING OR ST1CC0. u S/]2• HEAT SIREH'0 CLJ65 I s/le• NEAT SIREN•0 CLASS ALOUD IX1RAtaN INCREASE Is u5E0 M DESIGN of ANCHORS RRO WOOD ONLY. 55 ALL SHIMS TO BE HIGH IMPACT. HON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMNED TO STEEL/METAL SCREWS, THAT SILICONE SILICONE COME INTO CONTACT W'TI OTHER DISSIMILAR MATERIALS SHILL MEET THE 33 y i7L 995 ( DOYI6IL IBIS REOUIItEMENfSOf TIE 201] RORgAA Bl1M. CODE k ADOPTED STANOVDS.THRPRODUCTAPPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONFOR A SITE SPECIFIC PROJECT. i. LIFE SAFETY OF THIS PRODUCT. ADEOLIACY ] o F y \ OF STYUCIVRE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR IN WATER INFK.YRATKRN RESISTANCE ETC.1O CDNDTUONSNOT REVIEWED N IN THIS DRAWING TO BE ANALYZED SEPARATELYAND TO BE° UILUNG OFFICIAL. 1 t11111111/MI r EDGE SPAM 6T, STEEL• • • • • • • • • n•`IEYl��1••eFMY W706W2 • • • • • • • • i+•k�+- I1hee 2llls _ i $ a cuss TYPE 'c' GULL TYPE 'D' • • • • • • • • • • • • •n8.2018 1• 17VER/11 LAY. RNSIA GLASS 1. OVERALL LAM. RNSU.. PASS + �}, TEO NlyOwiDg nC. GLAZING OPTIONS ' ,SsU1L . W13-68 yNIIN nt1YY laMel 1 oT 16 i I y GRILLE MIN. UNM0-UWING ENTRANCE DOOR / \ SINGLE (K) AND DOUBLE (KK) LEAF DOORS W/O TRANSOM SEE SHEETS 2 d 1 -c 5a E / SINGLE (0/7Q AND DOUBLE (0/)0() LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 5. SEE SHEET 2 FOR GI/SS TYPES AND LOCKING OPTIONS. $ 8 SEE SHEET 3 FOR GLASS TYPE AND ADA SLL yy \ / SEE SHEET 4.1 FOR SINGLE SIDELJTE AND GLASS TYPES. 995 / LOWERVALUES FROM TRANSOM/SIOEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. Jn 7 \ DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER e.� C At. NATB A2tN . DEL' n INFILTRATON RESISTANCE IS REQUIRED. W R O K = CLASS 11'PES 'A'DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE u • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS WITH STD. 3 POINT LOCKING HARDWARE t` FRAME N6)TH FRAME WIDTH 13 3/4- I 13 3/4' = 3 5 1 2- MAX. 5 1 2- wX. MXK. Osw HEAD/SLLCONNERS GOWNS I A F ° I� tR10 ANCIgRs AT STILL Enos p yCH lln 4 (7) AT 3- O.C. 2 o '1 / pq•GB ^a r me - °___- c s ngg Q�j ru aril <r ` i ru rU t 00 y 1j d / l V SEE SHEET 1r FOR LOCKING OPTIONS Q ?/ AT ACTIVE g INACTIVE LEAFS. E 8rl 8a aF 1 8 8a $Y � V SEE SHEET 14 V V \ C0 n 1 ACTIVE � IA < s 3n WK ,I SURFACE #"UED SURFACE AVRLD 3' N0. C FALSE WMiNS OR B � FALSE YUBINS OR B j �.,JL L.{fI_6 t/2 OECORATNE GRILL p DECORNIM GRIa �__Ir_ wr BE USED 29 9/16' w<. -Y BE USED 26 9/10. w%. D.L OPG. D.L OPG. u SILL OORNER ANCHORS AT ADA THRESHOLD ONLY 36 9/16' MAX. >0 9/16' MAX. IFAF w101H DOOR lFK p101N (7) ANCHORS AT 570E ENDS TYPICEi ELNATION il'PICAL ELEVATION (7) AT 3' O.C. ( R ) ( XX )a ¢ISa i og�l� DOORS IAAD CAPACTFY - PSF NOTE. SIN.. (I) OR DOOBIE (II) DOORS 11I7HOUT TRANSOM GLASS CAPACITIES ON THIS SHEET ARE S�- U DOOR (X) DOV9LL DOOR (a) GIABB IACR9 HINGES BASED ON ASTM E13OO-09 (3 SEC. GUSTS) `p E�viB 5M. TTP 'A' TYPR 'B' TYPB9 'C' ! 'D' Tn'RS I. S TYPE a 1YPR 6 OIWlfIfY AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT DCAO5-DEC-219 AmH HEIGHT IRIDM HEIGHT EXf.(+) 9R.(-) E1(f.(+) M.(-) E?T.(+) NT.(-) OCT.(.) 9rt.(-) EXT.(+) W.(-) EXT.(+) W.(-) � `1lttuuOulTi ` - 70.0 70.0 90.0 60A 60.0 60A 60.0 60.0 pA 60.0 62.0 62.0 3 µ 1„ 97- 90.0 WA wo 60D WO 90.0 60.0 60 6 0 62. 4 _ >4-7 1 + , W. 60.0 - - 60.0 • • • b••�Ci 7050I '• EXT.(.) DEsta1 LOAD Is •ism ON STD. siL LASS • • • • • • • • R. l�f = � � F sEE slar t Fa awss TYPES oEseRlntaN. o n.t�. FORMWID •9.a}yI�� ,',^,�1•'I!4)• •swyt SEE s1[er 14 roll LOCKS AND HNGES OESCRPfION. • • •� (� WII � 22t 2 QOI �• • ;'enl,2O19 � • D.LO. HEIGHT HEIG - 11. (4' 6600001TTT'ffff I STATE OF 4(�� tlra.iN — FRAME HEIGHT - 13.5' (6' BOTTOM RAIL) ` ALORIW.� FRAME HEIGHT - 15.5- 6' BOTTOM RAIL • • W13-68 USING 020305 (1/2- HT.) THRESHOLD ( ) g11jN/11.t11 I C /� E rr I � IDLKNG X OPTIONS SEE SHEET t✓ 9YCINE - I ACTIVE • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS WITH SURFACE APPLIED PANIC HARDWARE �U I n 39 1/4' 76 1/16' Z FF; FRAME 'MOTH � FRAME TfiDTN 0 W � 6i :R I . 1/2' MAX. 5 1/2' o HEAD/SILL -- '1 �Ai) HEAD/SILL CORNERS Y CORNERS I a pW T— z E y HEAD ANCHORSTILE S AT LE ENDS V n Q (]) AT J' O.C. 0. Qy{${$ O• mF iz w n J CSEE SHEET 14 ' •�,�� NI \ i ^ SEE SHEET 14 FOR LOCK DESCRIPTION a g AND SHEET 9 FOR DETAIL. I Jan ro \ J¢n I I`w x Oc1m N i N ti �26 D.L.O MAX. 26 D.L.O . '^� 8 .L. OPG. .l. OPG. t' I..�3. 9/16' MAX. J 36 9/16- MAX. SILL ANCHORS AT STILE END. ?'CSj B` DOOR LEAF WDTN DOOR LEAF WIDTH (7) AT 3' D.C. 'rt••IIC E ara" nE�B R+sy TYPICAL ELEVATION TYPICAL ELEVATION 9.r1 ~gA.�•`FhdD° d (X ) DOOR OPTIONS ( XX) cw •T i oiI DOORS LOAD CAPACITY - PSF YtI Nor DOUBLE DOORS (XX) _ GLA59 TYPE 'B' _ oiX $lo.'d DOOR DIMS. ADA TRRESBOLD - - - FRAME FRAME EXT.(+) IM.(-) WIOTH HEIGHT ,T111111111J JJ/' w 76-1/16-197-3/16' 62.0 62.0 •`��1 .}�(•fqw A� ± 4 NOTE: • • • • • • • • • / VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • • • • • • • • • �� 70FB2 DOOR DADADIMS. • • • • • • • • • • 1i Jan 8 2019 u; D.LO. HEIGHT = FRAME HEIGHT - 13.313� (6' BOTTOM RAIL) \';O sTATe Dk �d wing Do.l D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.625 \,fS'RaR1W"!W 1 3-68 II, DEC. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 AJ /QAFAL� �� -- —'� �' AAJFrunllNy �nee1 J of 18 DOORS MAD CAPACITY - PSP SINGLE DOORS (X) GLASS TYPE 'B• DOOR VMS. ADA THRESHOLD FRAME Wn1H FRAME HEIGHT EXT.(+) I SHEET I! \ i SEE�S!HREt 1! i_ •• • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -emu,.. 39 3/e' IAA%. 76' MAX, S FDOOR/IRAN6W F1tAME� a DOOR/TRANSOM FRAME WIN — — -J n TRANSOM LEAF W I IR TRANSOM LEAF WIDTH 0 n u 13 J/P 13 3/1' r FF e R S 1/2- MAX NIA%. (z) ANCHORS S 1/2• IAA%. t0• ,_� L . H� AT TRANSOM ENDS �Ap MEW CORERS i , I 5Ry / ALL LMDS CORNERS F� S'LL I y 1— i°^LL O _ __=_ a _ Q H J i n a J G 7 rvI rv� H H v T.l it IL <afJ ll r-- L EST.(.) DESIGN LOAD IS BASED ON SM. SILL FOR LOCKS AND HINGES LIMITATIONS SEE SHEETS 2 A, r AT ENDS E \ ALL LOADS (j--, n as as C / D' __ as C / \ JMin v mo D.LO. HEIGHT (TRANSOM) a TRANSOM LEAF HEIGM Cw4 ry D.L.O. WIDTH (TRANSOM) TRANSOM LEAF WIDTH - 10" 00. LOPION,SSEE In SHEET f// LDCKING I -==�Y� _=-RomxraEVns Y I OVIONs i \ / aMfI4 �tl Ne BMWSEE C yy SHEL, 14 ACTnc � L..�_ wACTloc � ACTNE � N ^ar" ~ ^ flit i r SURFACE APPLIED SIAiFACF APPLIED / FALSE MUNTINS OR B '3I FALSE MUNTINS OR B C '3 ��e'i -� 6 1/2" , DECORATNE GRILL I )nU DECORATIVE GNtl1.L MAY BE USFD 28 9/I6' MAX. MAY BE USED 2e 9/16• MAX. 'R '$ SILL CORNER ANCHORS D.L OPG. D.L OM. \ AT ADA THRESHOLD ONLY 36 p/16' MAx. I 36 9/16" MAx. SILL ANCHORS AT SDLE ENDS (]) AT J' O.C. DOOR LFAf 'AIOTH DOOR LEAF WIDTX V'�v w . . • • Be Be NO, 70592 Be: . . . . ... . STATE OF •,!...... I,. •'f /7 W13_-68 S'S�aNAL1HLxA Isbeel 4 01.I TYPE )RN�15 I p000 TLWSflII A. SO611: OR 0011ELE GORE BrrB TWNOY CAPAORY - PS clAss rrea clAss EYPE Rues •• ••• • ••• •• • •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE (STATIONARY) SIDELITE UNIT (SEE DETAIL IN SHEET 11) �$ �I 39 1/e' NA%. Z e 3� e FRAME WIDN 2? v, 13 3/4- 5 1/3- IEAO/Su i �/ I --„yam CORNERS (7 w O .110.1 D gi E r —a ea. tl U u i < SDELOT I .�. 0 1 - L5 !Y _J c Y �00W ry OUm lkn. d l SURFACE MPIIEOJ i FALSE MUIN W DECORATNE GRILL MAY eE USED J/ o.l. oPc. wnoaxr Iirl� �1+EAti Yrwll► AnRr cI•I$ 16 9/16. 4AIL wrr c.a. SIOFLOE LEAF WIDN " [ A�AIwF bAr(,-Cl (• )S YIrA'_S $ TYPICAJ ELFV_AT)ON O o - �111111:IIll��u n y •• ••• • • • • • f• /� E"41j \ 11 • • • • • • • • • �. 70�2 • • • • s t • • • * - a $ a •• ••• •• • • • •• �j Jan82019� O�, s eJr •�` rowing no. �AYgs�Ol lYAL1��y� e`eet 4.1ot 16 IN' MO SNPJJT6 LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) FIDE'-f1E DIMS case TYPe 'A' cuss TYPE 'B' cuss TYPES FPN1E FRAME WIUIX HEIGHT FM.(+) IM.(-) EM.(+) IM.(-) E>R.(iJ IM.(-) a9-a/e'•. sT-a/a• Yo.o To.o eD.D eo.o eo.o ao.o 19-0/e- • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • DffiIGN LOAD CAPACITY - PSP SIDEILIIES M SINGLE OR DOUBLE LEAF DOOF6 WgiN NCIRS 000R 1fIC10 e1oRs CLASSrat 'A• (SEE NOTE BELOW) CUM TYPE GLASS 7YPL9 'D' a D' NARROR STILE SmE11TE R/0 RE7M. E;i.(7) M.(-) NARROII STILE SmELI E WITR REINF EXT. M.(-) WIDE SLOE Sm- W/O R . EXT,(1) M.(-) NARROW 377LE WmE STILE 911DRLTE W/O REINP. EM.(a) M.(-) 30 36 42 M-7/8 48 52 54 56 606l.0- EO e0.o 80.0 eba eo.D e0.o e0.0 DOD e0.0 SOA - D I Bae e0.0 Wo BOA eo.o eao ..o 60.0 ..o Eo.o eoG e0.0 80.0 60.0 eo.0 80.0 00.0 E0.0 No 73e ]3.8 80.0 E0.0 8D.0 ROD - - - - 10.0 73.9 EGG 73.6 73.8 73.8 - 71.1 71.1- 66.9 68.6- JO ]6 !2 {6-i/e b 52 S• 56 EO M e0.0 R0.0 E0.0 60.0 ROA 80.0 eDA 60D e0.0 e0.0 e0.0 DOo W.0 80.0 ROD EDO 60.0 60o 80.0 DOD E0.0 WO Go.0 WA e0.0 80A 734 80.0 80.0 8f1.0 E0.0 E0.0 e0.0 e0A E0.0 q.0 E0.0 73.e )3.R )3A 13.8- 71.1 bib 71.1 SEE 71.1 71.1 71.1 71.1 - - 6E.e "A MA - 6{.0 6a.0 6l.0 6{A .4 ".0 - - 30 36 {2 K-7/8 !6 52 % 90 W-G BOA e0.0 10.0 80.0 e0a 10.0 60.0 eA.O e0.0 60.0 60.0 WD 60.0 60.0 60.0 60.0 E0.0 80.0 80.0 e0.0 180.0 80.0 80.0 - - - - EOA ROA E0.0 E0.0 M.0e0.0 WD EDO ..0 60.0 73A 73.E 73.8 ]3A )3A )].8 7I.1 7I.1 - - - - 7,.1 ee.6 seA 71.1 71 t 6e.$ 6e.6 6e.6 me - - 30 36 42 N-7/8 {b 52 s{ % 80.0 80.0 60.0 E0.0 80.0 E0.0 RO.O 80.0 B0.0 E0.0 e0.0 80.0 60.0 WO 80.0 BOA R0.0 WD 76D 75.0 10.0 80.0 76.0 ' 710 80A 7l0 )6.o - - 75.1 7511 71A 7�A )51 711 )tA 11.8 73.1- 75.1 - - 71.e 71A 70.2 ! >o.z - - >o� 7o.z 70.2 70.2 30 n 42 m 46-7/0 52 0)-J/{ EGA MO eo.o eo.o _80.O__L 80A eo.o eo.o aoz ROD WG eo.o eo.a GOD a0 MGM , WA eo.o 79.1 79.1 A.1 7e.1 )9.1 - - )0.5 70.5 - - - 30 m ♦2 46-7/6 !6 102' 800•, 801 WG WD E0.0 E0.0 eQ0 R0. 0 ROD - e0.0 60.0 I WG- 75.8 15,.8 i1.6 71.6 70.6 .E 75.8 11.6 )0.6 75.e 11.e 75.9 71.6- 73.e mE )Od 10,6 30 m {2 {6-7/8 41 106' 79.7 79.7 10.0 DOD 80.0 E0.0 731 71 77.3 >).3 7).3 17.3 67.7 677 81] 63.) )1.6 e).E _)1.8 67.6 71.6 67.e 71E e).6 - - - - 629 e29 ea) 68.7 68.7 .7 FOR GLASS TYPE "A' LIMIT MAX. DESIGN LOADS TO *70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 5 1/Y Wx. 13 A {• TESTED FRAME WIDTMAMCIWRS (�wV LO LERS I HEAD/Su _ _ _ _ _ _ AT NEAD/SI L I / I c MARIIDW NV tlAt SIDpdE N F w � � 1j X G5 x o t- i 44- I i -ovJt--cc L !I SIOCLrtE I �I , -1 �t==__ // "�' OE {Y \ \ \ \\ / M 7-7 IMAGINE ACTrvE it L 4 O OU W� n SURFACE APPUED FALSE MLINi S�� _D.L_DPG. - 26 9/16- MAX.- __-`•\-------- BE' ie ,Q i/I OjT e MAY USED O.L OPG.WRO��OXXO� l DELITE MOE 36 9/16' YG)T \ 5RL A CHORS AT ST.E ENDS SIDELRE WIDTH DOOR LEAF WNTH NOTE: 1 1/!' (7) AT 3' D.C. THE FRAME AREA OF ALTERNATE SIZE MUST NOT --"?� 781M%. DOOR WON (%%) EXCEED TESTED FRAME AREA = 127.31�50, FT, 39 3/8' MNt DOOR WIDTH (Y) �j Y,ITt: RF7NfR � �./ SIDELRE IFAF WgrH = sRR1RE NN'TH - 1 3/a' Q EXT. M. IWDTH 1 DOOR FRAME WIDTH WIDE SIDEUTE WIDTH rl `, 12f)7j _ --- NARRDW STILE -� d HIDE STILE SIDELTTE RITI♦ GOON • • • • • • • • • SIDELTTE WITH DOD" / ENIE'.• Ij' y (W/WO REINFORCEMENT) • • • • • • • • f, i; 3 1"Y�'T10iT•i uW ayRrs +'S F9f2L4 • • • .m..vn.e 1rr 9rwr L 7059Z ; 37 - 9 { 1. SE•R SRI AE•OR %OU96 DOWS �/C�. 01•SS MES • 9�ILt 6Y 1- i7 - ' $ 6 i o • �'• LOW'S VM S4VM TABI� a+ �EET'•2 e•1• 1M61..e. N. 19-olSl.l`� r� Jana 2019 /�F= 2. SELECT LOWER OF SDEL TE TO DOOR MULLION GAPAOW " a"- � \� C�, mrE d-Mg 1w. FROM FARE ABOVE. 121,E Lry \, t�••`?o�°"••(7i` W13-68 3. LOWER VALUES FROM STEPS 1 OR 2 WRL APPLY AI ET` TO ENTSYSTEM. IRE •• ••• • :•• •� 12II Iilltl sheet 50}16 • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . .. . . . . . . . . . ....... .... . . 000 .. .•• .. . . . . . . . . .. . . . . . • .. . . . . .. . .. ... . ... .. FRAMEwR - •--_=.__-_ ye it c:,,A r_ • • / • • • • • • • ` \ �Y i Z i .W SINGLE LEAF DOORS WITHOUT SIDELRES. �� i% 'i% "' '/; SINGLE LEAF DOORS WITH SINGLE SIDELRE AT 8 _ •, EITHER SIDE OF DOOR. r"e i O IR- L sLLQ 3f 3/e' 1Muc DOOR iRAIE Qz_ J t it C 78' 1M11. FRAME WOM MAX. FRAME WDTN IN-3/4- MAX FRAME WIDTH �•� �� o I O�� 418 II i at 'I i I it I I � n 0 Jan n DOUBLE LEAF DOORS WITHOUT SIDELRES. DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT Jn EITHER SIDE OF DOOR. C N r I� j2 BOM1Cf M'� w O U m ^ �e�IfYfrr a.si.fr � � . N T e Ufa... O OO Nma 7E' X3R FRA DOOR FMYE DOORFRAME 1+ E NOTE: _E AREA OF ALTERNATE SIZE MUST HOT TIE EXCEED TESTED FRAME AREA - 127.31 SO. FT.. p itl 33 � e / \ OPTIONAL r Y SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS SDELRE AND WITHOUT SIDELITES D.L.O. HEIGHT ( ) LEAF HEIGHT - 12- (s' TOP RAIL 8' BOT. RAIL) .. D.LO. WIDTHWI(SIDE LIM LEAF WIDTH - IF (WIDE STILES) ..le =.. D.LO. WIDTH SIDE LITE) LEAF WIDTH - I, (NARROW STILES) WI. APPROVED CONFIGURATIONS ES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS F� 39 3/9' INDIVIDUAL LUNI INDMDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS MAX. - 7a' MAX. USING MiAMI-DARE COUNTY APPROVED MULLION IN BETWEEN. wOTH FWAME `RDTM LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). N. 70a1Q Jan 8 aT ,01 2018 dTnriTlg fIO. g!'js .. • . . . • • •• • . . . . . . . . . . . • . ... . . . . ... • .• .... .. . .. .. . . . . . . .. . . . . . . .. . . . . .. . . • . TYPICAL ANCHORS SEE ELEVATIONS _ FOR yACI SEE OAIlf . • FOR I/N. LENGTI• . . coNDRSE . • SE LEAF CORNER DETAIL ON SHEET IS POURED A HWIOENED NON STRENGTH GROUT Yc . 5000 P51 MN. b NOT BY •SUM MUST TRANSFER REM g Laos TO STRUCTURE _ LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) •• • `_CTYPICALSEEHW —FOR S FOR S SEE MI NTT MIN . . LENGTH STn. cn 1. OP .RF A.AI F UNITc PPROVID FOR WATER RESISTANCE) BT WOOD BUCK ASTENERS EF DITHERS SEE ELEVATIONS FOR SPACING SEE CHART I'm — LENGTH (PICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SIASUATE IMN Lr ENGTH WIN EDGE DST. MM. LFNG'H MN. E= 0 1/4' D& ULTWONS WMO f 2-3/A' 1' _ NA nA By •ELCO MASONRY ) MI NA. NA MA u.1TT Ksl. Fr I53 KS) CERORETE 2-]/% 7-1/2' .. 2-3/K_�. 2-1/2' — SEA MET& 3/K' 3/{' NA NA (CRUDE 5 CRS) WOOD - 26Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY . C-90 HOLLOW/F%IEO BLOCK r. - 2000 PSI MIN. CONCRETE fc — P51 MN. METAL - 1/B' MIN. THIN. STEEL FP W KSI. FY 36 K9 MIN. MMMI-DAOE COUNTY APPROVED MULLION 1/0. MIN. THK. ALUMINUM (6063-T5. F-22 KSI) BY OR 28Y WOOD BUCKS AND MET& STRUCTURES NOT BY 'SW SOLUTKN S' MIST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUEDNG STRUCTURE. ANCHORS MAY BE HEX OR MT HEAD. I LOGE 915T. CaIORETE DGE' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHARTENGM FOR W. L OR OPP.RAHIR UNITS OP AP R iTN[Tc (NOT APPROVED FOR WATER RESISTANCE) (NOT N"KNED FOR WATER RESST.NCE) — MA1. DESIGN LOADS To LR2 PST LAIN — DESCH LOADS TO 3w PSI 01 _1 P � gig 011 a LL R EDGE D15T. 2-1/' 3/% U Y 4 CL..,c pO= n OUmN N y q ul o�io 709UCEWE"m to JUSWU•T9F PI.Ir il i� ; W p—w�'7�e DOOR DETAILS c W R�$ - 6j8 - y LI I u1 qIN v . .... !.... J.n• 201• TE Ok 5;..Rwew... e �+19 W13_a A S�IOfVALIIT"````` eh«t 7of 18 • ... /D ••;; . .. TI T-cAL ANCHORS ` ' • • • • •NOT �PPR D . SEE ELEV.Z •- .. • • • .FORWAGING- CHART FOR MINE LENGTH..' • • • AC�YE 1•EAF• j 1 1 • O �—__ D.L.O. EXTERCR O �� T LOCH OPTgNS FlIXSIIES SEE SHEET 14 6Y OTHERS __. IELF MOTH EXTERIOR LOAD BEADING - FRAME MTH W --- LOAD BEARING SH M SHIM 1BY WOOD X FASTENERS BY OMBVCER51 © LOCH OPTIONS14 �� NOT APPROWFER RE IYgCAL ANCHORS SEE SHEET T♦�. FOR MIER RESISTANCE SEE EIEV. 9 TO SEE PCHARRT FOR MIN. LENGTH \ ' I I IN LEAF p D.LO. E%FINISHES BY OTHERS —LEAF WIDTH �]LC SEE SHEET 1 - FOR GLAZING ]6' MA%. FRAME WIDM W) APPROVED I\F 1 FOR WATER RESISTANCE e J WRM STD. SILL \\ 10 \ 19 1S R: ETN i DI � bra is � r i i iiiAiu LENGTH ��- EXTERIOR to ACTIVE LEAF ' 1a Z n - 1 0 � i C0 S R.. I N gi 0. 3 S J PEro 4 EET 14 tWWFLr — �I 0 TYPICAL ANCHORS', xp u J V V FOR SPACING J Q n SEE CHAR LENGTH FOR MN. L W j oo� r ��' IETRU�CIIJRE � Fn G�G 3 � J V)mo EXTERIOR 1/4. MAX. DOOR DETAILS �� 1 �"R�Fl�.rl►raFyF ]TL tTunrrl F �"� I I ' NO.706Ri g. J..8.201? SATE OF �Ip` I drawing �St nGacCnaP W13-68 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • •• _- TYPICAL ANCHORS EDGE 161, SEE ELEVATIONS yy la IE DOORS WITH SURFACE APPLIED PANIC HARDWAR0 Ax ExrEMOR •. tad ,: _—: - so •• • • • • . .•• •• ,o j U Y I I PANIC LOCH FASTENERS /-SEE WET 14 iYPCAL ANLYIORS SEE ELE CFOR SPACING SIT CHAR1 FOR MIN. LENGTH � •• C1 a ,I FXiSFINHES of m tW mHERs Die iao ewuNc . ' S14 I I 0 __ {.� ;R�Sp1 SEE ELEV. FORRSSPACING SEE GIN. ;I FOR MIN, IENCTH I _L— � . .•coNckETE ` EDGE d15 v ,._ 9T. ADA THRESHOI-D OPTION Y2 ;=R . NITc (NOT APPRaYFD FOR WATER RESSTANCE) WR — DE9W1 L m faz PSF LOCH OPTL'111 _ E 1) SEE SHEET 14 LJ V-u B c°R��sl L 0 C+9 o J iQI n 'Sy ems; 4�= n ;Z V) hJV)mo INACTTPR LEAP ACTIVE LEAF DOOR LEAF WIOTH J __ _DOOR -_ — LEAF WIOTF -- DOOR FP—E WIM EXTERIOR .. .., DOOR DETAILS oS n _ _ ��'\ M I , �M14 •eWrs gRib �N.15- r !•1J � xaTD6ex e 1..NL �.. bTAIE y019 _M' ROit1DI;�.�' ! d 9 Q\�� W1t J E%IERIOR rY FNMHES 7�— OTHERS I I 1— Ie �J I OO o r I I� a- 83 5 ILL I H SEE ELEVATIONSANCHOR 5 • • / METµ sTRucTuRE - - �OR FOR SPACING • • \ 3RY • BUR• •SEE CHART • • ((�� APPROVED uDLLRH �� /✓ FOR M. LENS • • • STR:CTU: • �(SEE SHEET ] FOR SPEC) n • 2 COIICRETEE EI • -•� . • • Z m ; _ • • •\� Ea. / O 16 I Is I ga ' O e TYPICAL ANCHORS " IJ N TYPICAL ANCHORS SEE ELEVATRNS L SEE ELEVATIONS p < A I FOR SPACING FNMI SPACNG O q SEE CHART SEE CHART n FOR MIN. LENGTH FOR MN. LENGTH ¢ . o ,• TRANSOM HEAD FRAME LL i'•: �I I eR l 4 �s TYPICAL ANCHORS O J uj n SEE ELEVATIONS FOR SPACING J Lin i ¢ SEE CHART FOR MN. LENGTH 4 r 112SMS oc .66 AT I2. 0. MAX. I \� ,.• Ia Va OU10 n ~ ALTERNATE ANCHORS 2 FOR ANCHORS,1 1• I I SS � to (A n O x O I d I 4 I OPERABLE DOOR WITH TRANSOM e.rrecd. L.ly :::1111 L E%TF.RIOR $��• y O.LO. EXTERIOR 3 FIHISMES ]J J/e- Bf OTHERS III+++ TRµ50M LEAF WIDTH • _ _ 4 MR 868 J/e' IqX. I DooR/TRARsoM WIDTH TRANSOM DETAILS SHIM € o IpAD HW XLT\1111I III II jI�N)i� � - . ••pp JanS Al [a • ... ... .. .. . . . .. .. . . . . . . . . . . . • • • • • . . . . . .. . . . . .. • .. . • • . . . . .. • . . . . . . .. . ... .. r SEE EL ANCHORS SEE VACING IBr MOOD SUCK --FOR CHART • • • • • • . • • • • • S FASTENERS BY OTHERS SEE CHART % fOR YIN. LENGTH • • • • • • • • • �Op n • • • • • 1FR'M NNC.OIS. •. • 9 C> aWEULE I Z m s • • • • • IyECLfEV1C.� • . . F�AµpT.\ ANCHORS F0 . C6"m • . • • • FOR I•N. LWCTN•'Y • • 1 { T roR GspAAc.4 < s s ti 0 FOR YIN. lF)NC1H �' C R � � .0 Is � + ti W A4o� le ex'reRTOR • } ) D.L.O. EXTERIOR FINISHi m OTHERS NMROw Swim LEA W. 3/9' YAM. }9-}/8' NAt LOAD SEMP C STu16 ALONE SIOEIITE MOM LOAD BEMING SH. SHIN O TYPIGL ANCHORS aAO n SEE [ EV rOR CHART SS'—O-.� JNiM EE FOR YW. LL'NCTI _ p igf —Rm & H ANXNm HICK STRERCM GROUT C. - WOO PS MIN. NOT W 'Sw 4USf 1RANSFER SHEAR Ll TO STRUCTURE 3/a' YAX. LOID REARING lOAO T1ENaG SHIM ISOUO SHws OPNOFML TO CROUP) 3 CRETE ONCa o N EDGE psi. <. TYPIGL ANCHORS ^I-� CENT FOR SPACING fq1 MIN. LENGTH v- °.4 SOFLIF I- I.1 u r _ SEE ELEY L ANC ORS 14 SEE CHAR ^'. OUm ^ POR MIN. UFNCTN 4 V7N> n _ _ I STRUCTURE EXTERIOR B 0.LO__ 6 WIDE SIDELITC LEA MpTM _._.. ]9-}/a• MAX. STAND ALONE SIDLTE MOTH nnD4craxv pi w 1 ,0/3!• 14 hSMAAIIr Ilse 'y P' SIP SHIN : •+ SIDELITE DETAILS M R g.. `AlluuNnHNN)A-, y Jan 8.2019 \� STATE aF �f(N` tlrowing no. l]`•. AlOR10!•..' \ . 1 W13-68 _ __')/ONAL 6 . )TAFNnnl�\ sneer itot )5 .. .. . . . .. .. . SE1Y`M' ANC -HORS • • • : . . • • • . . • 0 FOR ELEC9ID • • • • • ,Y \FOR NMI 'l LENGTH • • • • • • • •' •' ' • a 3 /9 O w`�+a' ri•6• moN Eaos • f 5 R l✓ sD[tTTE ! 12' O.0 C ➢D eF \ �A5 liEo� • < 16 t6 IS c 3 n .• � a Do8 a 1e 1 19 U. 8 • fe T, I T 253 I e EXTERIOR ^, Elt1ER10R I..- D_L.0 D.L.O. y FIN611E5 i V a/ OTHERS I NMROW SIDEl1TE LEAF WIDTH �.. 36 9/16• L-- RDOOR LEAF WIDTH HAW 3/8• wAK. �` SOELTIE WIDTH (SEE SHEET 5) SEE OWfi 39 3/8%X(9) J W n n LOAD �/JMC WJ(. DOOX FR ME MDTH J Q M Sw .�4 L ANCHORS NOTE: SEE Cw e SEE ELEV. MAX. FRAME AREA OF ALTERNATE SIZE NOT TO E7(CEED=127.3) S0. FT. oTr >= UU t SEE OINRr Y O ti FOR NW. LENGTH 9 j12 SMS vo) p K MOE 0 SCE AT 2 o.c. ENDS N Q L J 5111E1rtE `J mEurE/ a lr o.c. �Y 3 n of 9 i \ / Is le u _ rv7ti9.ear j D4b�1�TAwe� @'g �� 16 EXTERIOR 3 e D_L.O. 6 3 I e _ "R 8SS O.L.o. SIDEUTE WITH DOOR DETAA WIDE 51DEUTE LEAF WIDTH _ _ J �_ 36 9/16•c-_• MAX. DOOR LEAF WDTH 4D/ Lr1 06• NAY �_ SOEIITE WIDTH (SEE SHEET 5) _ _ 39 3/B(%) /�P Mq_ :V' R sHd iuz. DOOR FRAME MOTH ~ . n 13 Na 20582 �, a��i a �. Jan82019 STATEC�F drD•ing no. W13-68 �,. - :a .. ... ... . .. .: ... . . . . .. . '.: •� �.. •• •� • 4,6M---7 � f • I • 'r 750 T- 1.750 '- • • 0)50 � I I�2.122 i-D DOOR/SIDELRE FRAME HEAD/SILL y ,.25o I JU .04 4.6682I 2.18I ^�.200 t•1 FRAME JAMB (4) TOP/BOTTOM RAIL �7 4.000 (I 502) 6.000 (SM'S37) 8.000 (SM536) _.100 f T9. n BOTTOM RAIL (U) TRANSOM MULLION I 2.00A .078 1 ,25 TYP. e� HINGE/LOCK STILE 2.040 .078 2.000 I 125 TYY i 1 SIDELITE SASH STILE T— '7 .094 2.156 i DOOR TRANSOM MULLION ADAPTER 170--t 1 ,058 ,.059 t^ - 2.,18--I� (9; JAMB SCREW COVER 9A, TRANSOM SCREW COVER 2.337 -- TRANSOM FRAME HEAD FLUSH BOLT BLOCK .'' .123y(-- r— ,.000 ,� 2 ' f �- L O)B ,.138 •J,.�� INTERIOR GLASS STOPS ow ..882-y 1.196 T-- �- i 365 �- a03 � 1.3 .922 c� EXTERIOR GLASS STOP ti 5oo r.299 .)1]-I -yI- 1.9J9 _2 �I 415 36 THRESHOLD COVER 1 DOUBLE DOOR ASTRAGAL -- 2.382---) isa150 .250 2.19 --, .075 ----4.532 -il 1.375 OPTION #2 SINGLE DOOR ASTRAGAL n3s ADA THRESHOLD III r,.9oo� 1.000 ps 094 L .0 CHAIR RAIL .078 1.070 11 SNAP COVER STEEL REINF. l .500 OPTION #1 n ADA THRESHOLD JAMB/MULL ADAPTER R cf R[Y9® w14ri 91. RdYD ,emu �oF o i 0:25 0 wA P'" 2 0.94 0a a LL =w_X N9. 70592 Jan 82019 � STATE Oi ` d,..inq W13-68 so:...... �.. � LOCK OPTIONS 1 & 3 STD. 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTNF fAP• OPTION A1: 3 POINT LOCK ASSEMBLY (M1805S) BY 'ADAMS RITE" WITH 4015 THROW BOLT AT 35-1/2- FROM BOTTOM RUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION /3 LOCK ASSEMBLY (W5110-STARE) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED To LDCN KEY OPERATED ON EXIE OR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE HEAc CONCEALED RUSH BOLTS (FB-1202-914) BY 'SULLWAN k ASSOC.. MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF" STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP LOCK OPTION /2 NOT USED . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . • . •• . . . . . .. . . . . . • • . •• • . . • LACK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LE•F•= 66-W16 Iy • • • • • MAX. •ESIGN WADp pro • • • ACTIVE IFAC' • • • • • • • EXPOSED FL&H �LTS�FB�202�14)♦ BY 'wRlft 11 A9OC• • • MANUALLY OPERATED LEVERS MOUMEO ON FACE OF LEAF SOLE LOCATED AT • • • • • • 13-1/2- FROM BOTTOM AND 34' FROM TOP INACTIVE ICAc CONCEALED RUSH BOLTS (FB-1202-914) By =. . k ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34- FROM TOP /I I. �_ ILA. NACRVE ACTIVE 36-8/18' � 36-9/16' LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE 4 INACTIVE LEAF: SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38' FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) i8-32 X 1/4' SOCKET HEAD MACHINE SCREW (1) 16 X 3/4' I'll TER SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED To STILE WRN (2) 1/4-20 X 1-1/4' SCREWS. I /II �I l I 1 >6-9/16' Jfi-9/16' FEES E PART ♦ FEM. DESCRIPTION MATEM&L YANF./SIIPPNBR/RFDIARRS 1 SM523 AS REDD. FRAME TRANSOM HEAD DOOR/SMM {TIME HFAO/SILL 6063-T6 6061-T6 ALTERNATE TO 2 2 5FW505 I 2A SIW505B 1 TRANSOM MUUJQ4 -- - W63-TG - � 4 @11 SIW50a SIW'502 2/OOOR 1/ LEAF FRAME JAMB 6063-TT6 6083-TB - (DOOR TOP/BOTTOM RNU - 5 • ST537 1/ LEAF DOOR BOTTOM RVL (6-) WO-T6 SEE SHEET 13 • 6 SIW536 V.W5D3 SIW507 1/ LEAF DOOR BOTTOM RAIL (B-) 6063-16 SEE SHEET 13 2/ LEAF 2/ LEAF IHYIGE STIE/LOCK SIoruTE SASH STU 7 6O63-T6 606J-T6 - 8 SN542 AS REOD. _ DOOR TRANSOM MULLION ADAPTER 9 SAY311 AS REOD. SCREW COVER 606J-T6 JAMB @ TRANSOM 10 SFA'S09 AS REM. DOUBLE DOOR ASTMGL_ W63-TG ICA 11 TWS}5 SN1510 AS REDO. AS REED. _ 9NCLE DOOR ASIAAAL SCREW COVER _-. 6063-T6 60O3-T5 12 12A SW512 DWF-024 AS REM AS REDO. MTFJBOR CL/SS_s1CP IMFA1011 CLASS STOP 806]-T5 6063-T5 606316 _ 13 SNS13 AS REED. _ EXTERIOR GLASS STOP 13A 14 15 SIW533 SM04 AS REOD. AS REED. E(IER10R C1A55 STOP DOOR JAMB/MULL ADAPTER 608J-TB - . 5083-Tfi NNYL -- 9016E - _ BULB W STRIPPMG CENTRAL PLSTICS 16 U4513 - 0-LON WSTRIPPNG INTERIOR GLAZING fASKE (DUROMEIER 7035) EXTERIOR Gl-QNC GASKET (DUROMETER 7035) VINYL SCHLEGEL 17 SSW AS REDO. SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REDO. SANTOPRENE BY CENTRAL PLASTICS 18 20 112}201NW0020 %a X 1/2' AS RoO. - iWSFAL PILE W'SMPPINC ASTRAGA. SCREWS PH SMS - ULTRAFAB - AT 4' FROM ENDS k a' O.C. AT B' iROM ENGS & 115' O.C. SAX. AT 6' FROM ENDS A 17' D.C. MAX. 21 08 X 1/2' AS REED. GLASS STOP SCREWS SELF ORIUUNC 22 #12 X 1-1/4' FIX. PANEL SCREWS PN SMS •ITT RANGES 24 9044NO 4/LFAf ST. STEEL DELTANA 25 - AS R . -NUWOI RE➢1FORGNG I FRAME ASSEMBLY SCREWS PH SMS 26 _ 112 X 4' 1/ CORNER ST. STEEL 27_ 112 X 2' AS REED. FRAME AND LEAF'ASSEMBLY SCREWS ST. STEEL PH SM9 28 29 fl2 % 1/2' _ 20305 AS W . AS REED. NI ASSEMBLY SCREWS MA TH!IiSl OPOON II1 -_ DOOR BOTTOM SWEEP ST. STEEL FH MS TAME F SS 6061 16 ALUMPANYL - 30 D80IMA $ AS RIM. BY CRL 31 SIW52l - HUSH BOLT BLOCK WS6 T8 32 /2 MUSH BOLTS wL1AAN k ASSOC. -- - 34 SM'S39 _ 2' CHAIR RAIL 5063-T6 35 3fi SM'S46 SM547I ' 1 ADA 7/•EjMLD OPTION j2 _ THRESHOLD COVER 6063-T6 - 6083-T6 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: 4' X 4' Si. STEEL BUT HINGES DELTANA (DS64NB OR SD44HD) AT 13' FROM TOP AND BOTTOM ENDS AND 26-5/8' O.C. MAX. HNCE ATTACHED TO DOOR FRAME AND DOOR STILE NROGIEF MEyuW USING (4) 012 X 1' FH MS --.Pw 6.1%d xI b 3 HNNGES PER LEAF UPTO 6/8 HIGH DOORS ,Ls7nRn Iy4I I j(./Lf 4 HNGES PER LEAF DOORS HIGHER TIM 1/8 Li�MW DNe JP`?. .. , I II Nu 70592 ''' Jan92019•�; IJ STATE fIF j4A` dro.ing no. •.awHpno:' W13-68 • • ••• • • • • a (F y C$R��o ao¢�2A `OQ Aaj TRANSOM TOP CORNER - LLZtl� DOORIT FRAME TOP ('ORNFR AAA THRESHOLD CORNER ��y p / OPTION I7 3 �Y I pan 4� eN w IS x 1/=' FN D' ��+� = PEP 90E A O o_ r e /. VU I / Y 7Z 00 TRANSOM MLIHION QOFtO �% / / e• x l-vie• z t/e• ADA THRFSHOI OPI?•�CORNER / - TION I1 Rill-, / .� /--AODUCIKEV �»ri.r araY No 70592 cap,.y, 4k Jan .,2019 sUTE OF Droving no. DOOR/ITSIDFI A �i+' l._�a. ...•�OJVAL[w�3 -68/ FRAME BOTTOM CORNR SS wr4nnH\P\``` iNevt I ofI I6