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WS-19-712Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-04-19-712 Permit Type: WinclOWS/Shutters Wor* Cassifrcation: door Replacement Permitstatus: Approved Issue Date:04/25/2019 Expiration: 09/30/2019 Location Address Parcel Number 297 NE 105TH ST, Miami Shores, FL 33138 1122310130400 Contacts DAVID COLE Owner AMERICAN STORM PROTECTION Contractor 297105 JONATHAN RODRIGUEZ i Business: 3052640446 Other:3055130514 Inspection Requests: Description: REPLACING 1 IMPACT DOOR Valuation: $ 6,034.00 Inspec ion Re Total Sq Feet: 0.00..j � Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $131.35 Payments Date Paid Amt Paid Total Fees $131.35 Credit Card 04/25/2019 $81.35 Credit Card 04/02/2019 $50.00 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 zoning. Futhermore, I au the abovO named contractor to do the work stated. � L14,41 i n pvrr34s Authorized Signature: Owner / Applicant / Contractor / Agent Date April 25, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION [24ILDING ❑ ELECTRIC ROOFING R'CEIVED APR 0 2 2019 (D +1 C.P t'1 FBC 20 1-9- Master Permit No. V -s-0,A- k q _- 12 ❑ REVISION Sub Permit No. ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 2° 7 NE 10Et� St EXTENSION QRENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 3 1 3 & Folio/Parcel#: `r 2 Z 3 ) " 0 ( I-D H 0 D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Naoo►me (Fee Simple Titleholder)�l/%�-,V d �/" d- ,1 / %� i> > (_ i� e— Phone#: Address: OCel % IV 6- / Ds''t 54- CC City: M i o m" c`1h a v' e s State: Zip: -3 _,-32 39 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: r\ hAe/� Goan S+Df M P myect i8 11 Phone#: ` w) 5 11 -0 19 Address: 8q 4 0 Jy w 6 U �� S t �q �/ 3 A"t City: �' I Qm 1 State: r r L Zip: 3 316 6 Qualifier Name: J D r1 /rQvQZ. Phone#: State Certification or Registration #: CG C f 9 13 27 q Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0 3 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ElNew ElRepair/Replace ❑ Demolition Description of Work: RQ P 1 a( % nA � ) ) ev` N c t Aoor Specify color of color thru tile: _ 0 Submittal Fee $y©�]% Permit Fee $ �1 U •c CCF $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ p TOTAL FEE NOW DUE $ 81.3 5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrumentwasacknowledged before me this 6dayo11f hVJ US -' 120 1 � , by // �a t/ I el l_Q IC who ispersonallyknown to me or who has produced �0(t�Q 1 I�(?ye(S identification a ' vP °. JOVAN RODRIGUEZ NOTARY PUBLIC: :._ MY COMMISSION#GG236029 - EXPIRES: July 9, 2022 P.cmded T! :;,, Iderwritets -- Sign: '�)1 Print: SOU A) �oallLtCiyBZ Seal: CONTRACTOR The foregoing instt�bment was acknowledged before me this /' day of 20 / 2 by _To-yi�t-A&A) ej2►cdP,Z. who is personally knq n to me or who has produced _ identification and who did NOTARY PUBLIC: Sign:_ Print: n oath. Seal: : A.' +;A NATALIE HERNANDEZ MY COMMISSION # GG 23M P-j EXPIRES: June 19, 2022•+�OFF , 8 Med ihu NoWy N& Ut w ters APPROVED BY I Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Date Print Name J,. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 4/2/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER 'W Summary Report Property Information Folio: 11-2231-013-0400 Property Address: 297 NE 105 ST Miami Shores, FL 33138-2024 Owner DAVID B COLE JTRS DAN E TO PP JTRS Mailing Address 297 NE 105 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,996 Sq.Ft Living Area 1,809 Sq.Ft Adjusted Area 1,903 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $258,382 $287,615 $240,465 Building Value $152,316 $153,420 $154,524 XF Value $966 $978 $989 Market Value $411,664 $442,013 $395,978 Assessed Value $310,366 $303,983 $297,731 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $101,298 $138,030 $98,247 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I FIRST ADD TO PASADENA PARK PB 6-82 LOTS 1 & 2 BLK 13 LOT SIZE 100.000 X 115 OR 18726-0470 22447-3412 0604 1 Generated On : 4/2/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,366 $253,983 $247,731 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $285,366 $278,983 $272,731 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,366 $253,983 $247,731 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $260,366 $253,983 $247,731 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/15/2012 $424,500 28333-2298 Qual by exam of deed 02/23/2009 $100 26784-0337 Affiliated parties 07/01/1999 $155,000 18726-0470 Sales which are qualified 03/01/1993 $82,000 15842-3589 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 http://www.miamidade.gov/info/disciaimer.asp Version: . ..., . , , •„ Dan Topp • •' 297 NE 105 Street • ' "' ' ' ' ' "• Miami Shores, FL 33138 . . ... .... .. .. . . . . . . . . . . . . ..... .. . . .. RECEIVED APR 0 2 2019 cl-f +1 .... . .. ... .. . ......... . viz 2'71 BY DATE 7.0NWG DEPT 8'-_nG DEPT SU6JECT-fo C(;NIPL.IANCE W1714 ALL FEoERAL STATE AND RjjL=S A�lD REGULPMONS SIW 500-9 Hinge Left (39x108 max) WA 17-1115.01 37-7/8 x 83 O Front Door r WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: &ii(Oln &rM ADDRESS: 29- 10Z �Stf-<.-et PROJECT: beryl Flo,,,, tA I am i City State ZIP EXPOSURE "C" WIND VELOCITY = 175 1 ROOF SLOPE > 10- Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 2S 30 35 1 40 4S 50 (ft) 10 15 20 25 30 35 40 45 50 + 40.1 39 38.3 37.7 37.2 36,8 36.5 36.2 35.9 + 40.1 39 38.3 37.7 37.2 3 53.7 51.6 50.1 48.9 48.0 . 47. --......... 5 - 45.9 _ .......--- 45.3 - 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 ' 39.3 17 + 41.0 40.0 39.2 3&6 38.1 37.7 37.4 .17.0 36.8 17 + 41.0 40.0 39.2 .38.6 3&1 37*1 74 37.0 44.5 43.4 42.7 42.1 41.6 141.2-- 40.8 40.5 40.2 - 55.0 52.81 51.3 *5w! 0.1 4&37.47.ra 4&9 46. + 42.5 41-3 1 40.6 139.9 39.4 39.0' 38.6 3&3 38.0 + 42.5 413 40.6 VA 19.4 .6 38.3 0 - 46.1 44.9 44.21 43.5 43.0 426,1 42.2 41.9 41.6 - 56.9 54.6 53.0 .%14 W.8 49.9 ' 49.21 48.6 48.0 A A tv CL + 43.4 423 41.5 40.8 40.3 39 9 393 .39.2 38.9 d a + 43.4 42.3 41.5 40A 40.3 39 % 3%5 39.2 SE.9 22 - - - 45.9 --- 45.1 - _ 44.5 _ ..-.. 44.0 - - 43.6 43.2 - 42-8 --. 42.5 22 - 58.1 _- 55.8 ._..- 54.2 � _ $3.4 91.9 - 5fI %1 49.6 - 47.1 IA to C -C 25 + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4" 40.1 25 + 44.8 43.6 42.8 42" 41.6 43w4 4Q8 40.4 - 4&6 47.41 46.6 .46.0 45.4 45.0 44.6 44.21 43.9 60.0 57.7 56.0 3.6 517 ilk 51.3 jl 0 �0 LL LL 28 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 4L3 41.0 28 + 45.8 44.6 43.7 4%Q,' 42.5 420 41.6 41.3 - 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. 4.7 53.8 4�0 r 52.3 a a H30 + 46.2 -.__..- 45.0 -..- 44.2 - - 43.5 - 42.9 ----- 42-5 - 42.1 41.7 41.4 30 + - 46.2 .._._... - ... -45.0 - 44.2 - - - - 43.5 -s 429 -•- 4 - . �1.1 41.7 41.4 45.3 a3.6 - 529 L 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 i 61.9 59.5' 57.7 $6e4 55.3 544 ui 35 + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 y + 47.7 46.4 45.5 44.8 44.3 43.9 Al 43.0 42.7 51.7 50.4 49.5 48.9 48.3 47.81 47.4 47.01 46.7 1 - 63.8 61.3 - 59.5 58.1 57.0 56.1 55.2 54.5 53.8 i o- a +; 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 +, 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 41 IA w 40 -'1 53.2 51.9 1 51.0 50.3 49.7 49.2 48.8 48.4 48.1 - 1 65.7 653.11 5L3 59.9 58.7 57.7 56.9 56.1 55.4 45 + 50.5 _. 49.2 _ 48.2 47.5 46.9 46.4 45.9 45.5 45.2 45 + _..- 50.5 49.2 4& 2 47.5 46.9 46.4 45.9 45.5 45.2 c N N 52.5 51.8 51.2 _. 50.6 50.2 49.5 64 9 63.0 61.6 60.4 59.4 ----...---.. 58.51 57.7 47.0 54.8 53.4 49.8 - 67.6 50 + 51.4 50.1 49.1 48.41 47.8 47.2 46.8 46.4 46.0 50 + 51.4 50.1 49.1 4&4 1 47.8 47.2 46.8 46.4 46.0 - 55.8 54.4 53.5 52.7 52.1 51.6 51.2 150.81 50.4 - 68.9 66.2 64.2 62.7 61.5 60.5 59.6 58.8 58.1 55 + 52.8 51.5 50.5 49.7 48.5 48.1 47.7L47.3 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 3.6 <53.0 52.6 52-2 - 70.8 6&0 1 - - - 63.2 62.2 51.2 60.4 59.7 + 53.8 -_ 524 - _ 51.4 50.6 !49.1 9.9 49.4 - 48.9 _ - 4&S 60 + 538 524 5L4 50649949 4 48.9 48.5 48.2 4.5 72.0 67.2 58.3 56.9 55.9 55.1 54.0' 53.5 53.1 - 69.2 65:6 64.3 63.3 623 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 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4F-31 2• ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. ZONE 5 �. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN j !' D'�i ROOF HEAIGHT AND APPLY TO ALL FLOORS. D D 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D� SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. C.A.N. EB 3538 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] �` u 0�0 s dat.10-02-13 REVISIONS: - t• AL-FAROOQ CORPORATION XAP-10SKIMOR.Fl.P.E.#81344 drawn by M.F. no. date by descrl on ENGINEERS & PRODUCT DEVELOPMENT checked by: H.M. . 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 MIAMI, FL 33173 FAX. (305) 262-6978 JAVAD AHMAD SHEET 1 OF 1 FLA P.E. % 70592; EB CAN. 3538 • , r MIAMI-DARE MIAMI-DADS COUNTY we mi, PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade a Weconomv SIW Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: 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 Cosrt y Product Control Sectior: (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservt•t 40Aght to•11; fe this pradile; • or material tested for quality assurance purposes. If this product or material fails to perfo4'rfi'i$'the acceptdd mannet„tbA; manufacturer will incur the expense of such testing and the AHJ may immediately revoke ,'modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to re�vo * � This a j %eptance, if; ipt: i' • determined by Miami -Dade County Product Control Section that this product or materiaLfft.tb meet tlte. requiretpVpt% of the applicable building code. ...... • • This product is approved as described herein, and has been designed to comply with the 14oriaA3uildi AA Vo e, ....:. including the High Velocity Hurricane Zone. ..... . DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidehte or Transom • " • ' APPROVAL DOCUMENT: Drawing No. W13-68 Rev E, 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 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2 & 3, O/X or O/XX in sheet 4, for O in sheet 4_1 and door w/ sidelites (Narrow 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 PPSF. Glass lites 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 Iogo, 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 15-0406.13 and 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 Jorge M. Plasencia, P.E. MIAM) DADS COUNTY /, r� NOA No. 17-1115.01 . , �� / Expiration Date: May 22, 2023� Approval Date: February 01, 2018, ! Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S 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 Al-Farooq Corporation, signed and sealed by Javad ,�khmad, Y.,K• • • • • 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 F ;�;FAS 20� ��- • • • • • 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 Z(Y3 -VP4 •, 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-940 :•..:. Along with installation diagram of aluminum Outswing doors w/wo sidelh m d transpm• prepar(ji • • • by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 daM Me 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 07-4371, HETI 074371, 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 (5th Edition), prepared by Al 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 rge M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E -l SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) gfa's's• Interlayers", expiring on 07/04/18. • .. . .... 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray Americap Inc. (formof E.I. DuPont DeNemours & Co., Inc.) for the `Butacite ® PVB interlstye"-expiring on 12/11/16. •••• •••• F. STATEMENTS (Except item #1, all other submitted under file # 14-030506�' : •'..' 1. Statement letter of conformance to FBC 2014 (51 Edition) and lettargf po financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and'sealeo.by:avad 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. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, F.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-68 Rev E, 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 11/07/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC St" Edition (2014) and FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. rge M. Plasencia, P.E. Produ Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 1,00 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray American,Xq for their;; • "Trosifol 0 Ultraclear , Clear and Color PVB Glass Interlayexs%.Wiring ob.07/08/19...:0 F. STATEMENTS 0' • • •0 0• • • • • 1. Statement letter of conformance to FBC 51h Edition (2014) and Kff'Ph Edition (2017) ". and letter of no financial interest, prepared by Al Farooq Corpora4gh. dated IV/63(t7, signed and sealed by Javad Ahmad, P.E. • • •... . . . . ...... G. OTHER .' . . ..,.. 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. rge M. Plasencia, P.E. Produ,K ontrol Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-3 s . . ... . . . ... .. .. . • . .. .. . . . . . . . . . . . U� w 000 • • • • • • • • • • • • C� n GRILLE NON STRUCTURAL DECORATNE GRILL VARY 3/16- HEAT STREN'D GLASS �ShNPES SOUD ALUM BAR W71R h:AT M11 GLASI • • • 000 • • • OPTIONAL O al 09W Interloyer Troalfcl PVB AL!deAyer• • • • • • SRttr; • • • • • (� G Q a By 'K=rey Americo, Inc.' • Bp'ftre* k^d-* In,' • • Q' J/16' HEAT STRFN'D GLASS • •• • • • ••• •• HEAT STREWD MASS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. O qR� • �3/16" SHUTTERS ARE NOT REQUIRED. Q 4� GRILLE MIN. SERIES 500-9 55 m I t t ALUMINbI IIOUTSR7NG ENTRANCE DOOR 17 \\ \ � 7 1 i 17 \� 1 I . \ SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEETS 2 8 3. � m 3 12 "� 3 12 = `� / L SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. W 1 ( SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 5. ( SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. SEE SHEET 3 FOR GLASS V N /SILICONE % TYPE AND ADA SILL SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. j 0 .-. -- o \ DOW 995 SILICONE g� / \ DOW 995 W \ / LOWER VALUES FROM TRANSOM/SIDEUTE CAPACITY CHART OR DOOR CAPACITY r.i r�•1 v WILL APPLY TO ENTIRE SYSTEM. 00 Q n DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER GLASS TYPE' A INFILTRATION RESISTANCE IS REQUIRED. 7/1e" OVERALL LAM. GLASS 7/16- OVERALL LAN. GLASS GLASS TYPES 'A' k 'S' DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE 1- c2 c.t WATER INFILTRATION RESISTANCE IS REQUIRED. v Ls w d TEMP. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Uj T• 'n REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (M EDITION) FLORIDA AR SPACE 3/16" TEMP. GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W OEWRAIIVE PANEL 1SY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE N O AIR SPACE '� SPACE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS O -3/16- HEAT STRfiN'0 GLASS TO THE BUILDING STRUCTURE. 5/32- HEAT STREWO GLASS 000" Intad yer 090" Interloyer TmAfcl PVB ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE SHALL BE BEYOND 11 Trodfol PVB By •Kurwoy Americo, Inc.' By 'Kumroy Amerim, Inc.' MATERIAL WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. p n_ R 5/32- HEAT STREWD GLASS 3/16" HEAT STREWD GLASS ALL SHWS TO BE HIGH WPACT, NON-METALLIC AND NON -COMPRESSIBLE, Q W R R MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MLTAL SCREWS, THAT SILICONE DOW 995 SWCONE DOW 895 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE c 2 g REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE B ADOPTED STANDARDS. z THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION m z °�° FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 7 7 ! WATER INFILTRATION RESISTANCE ETC. 9 o a 8 A yf 8 0 d 13 13 CLNOfMNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 1 AND TO BE REVIEWED BY BUILDING OFFICIAL 0 1111111111f/Yi / / ` a 4 CARDINAL XL PRODUCT REVISED EDGE SPACER as eomPlriny with the Florida Building Code � n fS ST. STEEL NOA-No. 17.1115.01 _ a $ CLASS TYPE 'C' GLASS TYPE In. 1. OVERALL AS LAM. INSUL GLASS 1. OVERALL LAM. INSUL GLASS ExpinNen Date S/22/2023 `• 8y OF drvwingv no. . 661am roduc4 Contra .� GLAZING OPTIONS AL ' IfNI It111� sheet 1 0f16 ma N • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DOORS WITH STD, 4 POINT i OCEING HARDWARE 39 3/8" MAX. • • • • FRAME WIDTH FRAME WIDTH • • • • • • • • • • • • • • • • • • • • • • 13 13 3/4' • • • • • • • • • • • II 5 1/2" MAX. - • • • • • • 1/• w. 0 • A • • I ' HEAD/SILL A SILL CORNERS CORNERS I I N �Spn II I I I I 1 II \ I I I I 14 1 �= • • • • • • • • • • • • • II / I I I t \ HEAD ANCHORS AT SIILE ENDS (7) AT 3" O.C. I D o m o m o C m n .4.6 I v V J 3 I LOCKING aimoNs SEE SHEET 14 FOR LOCKING OPTIONS � � AT ACTIVE &INACTIVE LEAFS. 3 g \ III I I SEE SHEEP 14/ n \\ I LOCKING OPTIONS SEE SHEET 14 I) I I i N4ACTh'E - ACTIVE I � SURFACE APPLIED SURFACE APPLIED _ 3' FALSE MUNTINS OR B m FALSE MUNRNS ED B \ g 6 1/2" z ��IM rnBE used 29 9/16 MAX. in g DONATIVEOR MABE IIIS GRILL 26 9/t s' MAX. n SILL CORNER AN ORS PRODUCT REVISED D.L OPG. D.L OPC, AT ADA THRESHOLD ONLY a• eomptyLng with the Fbrttla Building Cod• 36 9/18' MAX. 36 9/16- MAX. NOA-No. 17-1115.01 DOOR LEAF WIDhI DOOR LEAF WIDTHSILL ANCHORS AT STILE ENDS Expiration Data 05/22/2023 (7) AT 3' O.C. .i TYPICAL ELEVATION TYPICAL ELEVATION By ( x ) ( xX ) MI• ua Contra DOORS LOAD CAPACPPY - PSY SINGLE (X) OR DOUBLE (XX) DOORS WITETOUT TRANSOM SINGLE DOOR QL) DIMS. DOUBLE DOOR (XX) OIMS. GLASS LOCKS HINGES TYPE 'A' I TYPE 'B TYPES 'C' k 'D' TYPES L, 9 1 TYPE 4 TYPE 5 QUANTITY FRAME I WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT D(T.(+) INf.(-) EM.(+) INL(-) EXr.(+) INC.(-) t0(T.(+) 84T.(-) EXT.(+) M.(-) fC(T,(+) OTT.(-) PER IEAF • 76• 80' 70.0 1 70.0 1 80.0 1 80.0 60.0 50.0 80.0 80.0 60.0 60.0 62.0 624 3 39-3/8" 97-3/,V 76' 97-3/4" 70.0 70.0 80.0 80.0 60.0 80.0 80.0 86.0 60.0 80.0 62.0 82.0 4 39-3/8" 108' 76' 108 70.0 70.0 00.0 80.0 - - 80.0 80.0 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. GLASS D.L.O. FORMULAE: D.L.O. WIDTH - FRAME WIDTH - 9.813" (X DOORS) = (FRAME WIDTH - 22.875")/2 (XX DOORS) * O.L.O. HEIGHT - FRAME HEIGHT - 11.5" (4" BOTrOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (6" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 APD,AFJ 7j�4 b �0582 'OF�drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DOORS WITH SURFACE APPLIED PANIC HARDWARE • • • • • • • •• • • • • • • • • FRAME WIDTH 5 1/2` MAX. A, HEAD/SLL --- • • • • • CDi i� • • `�� • TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - M SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME WIDTH FRAME HEIGHT t70.(+) INf.(-) 39-1/4- 97-3/16- 620 1 620 cl i n n OSVR O �\"\SEE SHEET 14 -_•_}_______ --__ SSEE..HYET 14 DOOR OPTIONS HEAD ANCHORS AT S71LE ENDS `(7) AT 3- O.C. i- 26 9/16' ►UX. m O.L. OPG. 36 9/16- MAX. SILL ANCHORS AT STILE ENDS 0009 LEAF WIDTH (7) AT 3, O.C. TYPICAL ELEVATION (XX) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) GLASS TYPE DOOR DIMS. ADA THRESHOLD FRAME FRAME EXT.(+) tYf.(-) WIDTH HEK:FiT 76-1/16- 97-3/18- 62.0 1 62.0 NOTE: VERIFY COMPUANCE WITH EGRESS UMITATIONS WHERE REQUIRED. DOOR D.L 0 DIMS, D.LO. HEIGHT = FRAME HEIGHT - 13.313' (6' BOTTOM RAIL) O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625- D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.675)/2 SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. vJ Elim b 0:0 Gn Opa�p v 0 5 dg1 a a o Od�o 0 at12 11912 PRODUCT REVISED g es �omprying with the Florida Bulldinp Codo I, u Non -No. 17-7115.01 = g1110A Expiration Date 05122/2023 co^ By / Miami a /~ro uct Contra ` 0 `tA-7n11l1111!)7j t3G 3F•• i n ` 0592 N ATE OFF drawing n0. wi 3-6s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... (O/x) kU/ �..� (0 V.V z ti Faad " Oyougcl�� Val g4Ire � �Hp HE �d q R 192 pp ► droving no. W13-68 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• SINGLE (STATIONARY) SIDELITE UNIT ��% z 9 • (SW DETAIL IN SHP 11) • • • � 3/8' MAX. • • • • • • —FRAMEWIDTH • • • • • • • • • • • • • 0 y 13 3/4" 5 1/2" MAX.' N� MEAD •• • • • HEAD/SILL y Spy •• ••• •• '� CORNERS • • • • I a. • • • • • t1 a n • • • • I I • • • • • cf D Q u Q N NARROW _- �I SWCUTE- - Z m y N tl At -a SDWIDE ---�F=_— J II s Y mIo N: ii a"14 ^� ro m -- FzL/ P C, a (L II11 3� Nrno SURFACE APPLIED J fQ m FALSE MUNIINS OR Cl zT DEC MMAAYBEBE IUSSELLD 29 9/18' MA)L o ;c U D.L. OPG. PRODUCT REVISED u com h1 with the Florida Building Code cc c !q5 8 gg F R N. No. 17-1115.01 38 9/18' MAX. expiration Date 0 212023 •?4 o TT f SIDEUTE LEAF WIDTH 8 8 g ELEVATION my TYPICAL Mia a rodMt GontMi ( O ) c u^ •" o i P n i l l i f if//i �``pp1�11��1w(1v�11 YEN9..... l • v drawing no. / / fvroj IL1111� sh•et4.tof 6 SD}1sLlTE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) GLASS TYPY GLASS TYPE GLASS TYPES SDELITE GINS. 'A' `C' 8 • ... ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PELF SIDFIITES WITH SINGLE OR DOUBLE LEAF DOORS SIDELINE WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYMS •c' I 'Il NARROW STILE SIDELETE W/O RSIRF. NARROW STILE SIDELITE WITH REINF. WIDE STELE SIDELITE W/0 REINF. NARROjf WIDE!STILE BIDELITE W/O REINF. EXT.(+) M.(-) EXL(4) INT.(-) -(+) IM.(-) EXI'.(+) INTq_- 30 36(-) 48 s8 60 8o BO.0 60.0 80.0 80.0 80.0 80.0 60.0 50.0 80.0 80.0 50.0 80.0 80.0 60.042 BD.O BOLO 80.0 60.0 80.o BOLO BOLO46-7/8 80.0 aO.0 B0.0 BOA ao.o 80.0 - BOA 80.0 60.0 80.0 BOLO 80.o -52 73A 73.8 73.8 73.8 73.8 7&5 -54 71.1 71.1 71.1 71.1 71.1 71.1 - - ss.e eB.6 68.6 88.6 68.6 6&6 - - 64.0 84.6 64.0 84.0 64A 64,0 - - 30 36 42 46-7/8 48 52 54 56 60 84 80.0 Sao $0.0 soA eo.D 80.0 60.0 00.0 50.0 BOLD 80.0 80.0 eo.D w.o 60.0 -600 00.0 80.0 80.0 50.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 - - BOLO BOLO BOLO BOLO BOLO BOLD - - 73.6 73.8 73.0 73.8 73A 7&a - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 88.8 68.6 B8.8 me 88.6 e&5 - - 04.0 64.0 54.0 64.0 64.0 64.0 - - 30 38 42 46-7/8 48 52 54 56 90 BOA 80.0 BOLO 80.0 BOA SOLO 60.0 60.0 80.0 80.0 80.0 80.0 DOD 80.0 60.0 60.0 90.0 80.0 80.0 30.0 Bob Ba0 I - - 60.0 80.0 80.0 80.0 80.0 B0.0 - - 00.0 80.0 80.0 60.0 90.0 BO.0 - 73.8 73A 73.B 73.8 73.8 73.0 - - 71.1 71.1 1 71.1 71.1 71.1 71.1 - - 68.8 6&6 68.6 69.6 6&6 - - 30 36 42 46-7/8 4a 52 54 96 e0A BOLO BOLO BOLO BOLO BOLO BOLO 80.0 80.0 60.0 80.0 8a0 50.0 60.0 80.0 BO.O 80.0 80.0 BOLO - - 76.0 76.0 76.0 76.0 7&0 - - 75.1 75.1 75.1 75.1 75.1 - - 71.8 71.B 71.8 71.8 71.8 - E70.570.5 70.2 70.2 70.2 70.2 702 - - 30 36 42 45-7/B 48 52 97-3/479.1 80.0 80.0 80.0 80.0 80.0 60.0 60.0 so.0 50.0 80.0 80.0 80.0 60.0 60.0 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74.7 - - 73.7 73.7 73.7 73.7 73.7 - - 70.5 705 70.5 705 70.5 - 30 36 42 46-7/8 46 102" 80.0 1 80.0 80.0 80.0 80.0 80.0 - - 80.0 Sao 80.0 80.0 80.0 80.0 - - 75.8 75.8 76.8 75.8 75.8 75.8 - - 71.6 71.6 71.6 71.6 71.8 71.8 - 70.6 70.8 70.6 70.6 70.6 70.6 - ! - 3p 36 42 46-7/8 48 108' 79.7 79.7 80.0 $0.0 80.0 80.0 - - 732 732 77.3 77.3 1 77.3 77.3 - - 67.7 67.7 71.6 71.0 7' 71.8 - - 63.7 6.7 e7.6 ..e 1 87.e 67.8 - - 629 82.9 65.7 66.7 1 66.7 66.7 - - FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO t70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL NARROW STELE WIDE STILE SMELITE WITH DOOR SIDELITE TTITH DOOR (W/WO REINFORCEMENT) INSTRUCTIONS: USE CHARTS As FOLLOws. PRODUCT REVISED as oomPIwith th. Fiorida iT 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY. GLASS TYPES Building LooC dd• ' D LOCIONG OPTIONS FROM TABLES ON SHEETS 2 Ac 3. NOA-No. 17- AN1115.01 2. SELECT LOWER OF SDELDE TO DOOR MULLION CAPACITY Expiratlan Dat•05122/2023 FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS 1 OR 2 WELL APPLY 6y_ T 5 • 169 13 3/4" lnleu rrw4e mule 5- MAX. 3. (6) ANCHORS • T HEAMAX.AAT HEAD/SILL I 1 I I 1 I I I I IT I I K I NARROW ---yl I • • • • • • • �� L/ I i \\ / 0 m • K ii SNARRO IDEU E /ifImm a� L �Y E = V WIDE 4 SIDOELITE \ / INACTIVE 1 ACTNE - - - - SURFACE APPLIED FALSE MUN MAY DE USEDSED D.L.UPC. D.L OPG. (OXXO) GG77 ,5�ji N _ NARROW/WIDE36 9/16' MAX cmi 0. �. SDEUTE WIDTH ODOR LEAF WIDTH SILL ANCHORS AT STELE ENDS (7) AT 3' O.C. CS NOTE; 1 1/4" THE FRAME AREA OF ALTERNATE SIZE MUST NOT 76" MAX. DOOR WIDTH (XX) ' O EXCEED TESTED FRAME AR FA o 127.31 S0. FT. 39 3/8" MAX. DOOR WIDTH (X) RE1NF. AS REDD. L SEE CHART alrl lrc 1 cec wlnTu cncl rtc wlnru _ 1 z /a• L ;I _ IXT. LEAF WIDTH DOOR FRAME OT}I WIDE SIDELRE WIDTH ``1111 i„7r' . S OF: drawing no. W13-68 • ... ... .. .. . . . .. .. . . . . . . . . . . . T..9 3/8' MAX. MAX. FRAME 1YIDTTI MAX. FRAME WIDTH MAX. FRAME WIDTH FRAME WIDT—� A I • • A 1 • I : : : / I \A L �� �� U V 39 3/8' MAX. (+J C■J!9 V L�11 DOOR FRAME 7W MAX. MAX. FRAME WIDTH 169-3/4' MAX. FRAME WIDTH FRAME W11" SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. I MEW s ♦ ' I N x M N x wI M \ OF / / e c c \ / ■ ■ 39 3/8" MAX. ` 78' MAX. �o DOUBLE LEAF DOORS WITHOUT SIDELITES. 3tJ DOUBLE LEAF' DOORS WITH SINGLE SIDELITE AT z $ q M - EITHER SIDE OF DOOR. 3w� wU O PRODUCT REVISED a m as complying with the Florida eutldlnp y } o a a NoA No. 17-1115.01 10 3 = Expiration Iota 05/22/2023 (n rn O ,�'' 76' MAX. OPTIONAL 76' MAXO BY DOOR fRANE DOOR FRAME hifmml-v�w Product ntm INri y NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA 127.31 SQ. FT. o g LS DONAL m g SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS INGLE AND DOUBLE LEAF DOORS WITH TRANSOMS O.L.O. HEIGHT (SIDELRE) d LEAF HEIGHT - 12" (4" 70P RAIL, s' SOT. RAIL) w _ _ ^ $ ND ND WITHOUT SIDELITES D.L.O. WIDTH (SIDE LITE) a LEAF WIDTH - 10- (WIDE SOLES) g o D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6- (NARROW STILES) �•� i APPROVED CONFIGURATIONS DOORS, SIDEUTES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). •� drawing no. �� W13-68 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . TYPICAL ANCHORS SEE ELEVATIONS 1BY WOOD BUCK i FOR SPACING n FASTENERS BY OTHERS4-GE <W-OLICK SEE CHART • •FOR MIN. LENGTH • • • DGf '._t. .y y v. [EXTERIOR " �IXSL> •. • • • • •. a••, `• : ! H ION,(7itiTE • • FINISHES • • • • • BY OTHERS ". C,fQNCRETE • • • EXTER R • • • FINISHES BY OTHERS e�I�ae)T� O O O U Z ••• 1 1g- �s ••• 4 paw • • • • all. • • • • 'o m N /FDR • • • • • • • • •M TYPICAL ANCHORS SEE ELEVATIONS p • • • • • • • • • • • • SPACING SEE CHART FOR MIN. LENGTH SEE LEAF CORNER /-DETAIL ON SHEET 15 POURED @HARDENED HIGH STRENGTH GROUT V. - 5000 PSI MIN. r NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE �,.' 1a ' • '�' '' :TYPICAL ANCHORS < SEE ELEV. FOR SPACING 'SEE CHART EDGE DIET. • FOR MIN. LENGTH G�- OPERAHLE UNITS (APPROVED FOR WATER RESISTANM a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH STRUCTURE /ED MULLION 9 TYPICAL ANCHORS: SEE a". FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN. LENGTH MIN. EDGE DIST. MIN LENGTH MIN. EDGE DIE. MIN. LENGTH MIN. EDGE DIST. 1/4- DIA- ULTRACONS BY •EL.CO' (FU-177 KSI. Fy-155 KSI) WOOD 2-3/4' 1- NA NA 3-3/4- 7' MASONRY N.A. NA NA NA 3-3/4- 2-1/2" CONCRETE 2-3 4- 2-1/2' 2-3/4 2-1 2' 3-3 4 2-77-1 1/4' DIA. SELF DRIWNG SC (GRADE 5 CRS) METAL 3/4. 3/4. N.A. NA. 3/4' 3/4' WOW - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY C-90 HOLLOW/FIUED BLOCK fm - 2000 PSI MIN. CONCRETE fc - 3000 PSI MIN. METAL - 1/8- MIN, THK. STEEL Fu-58 KSI, Fy-36 KSI MW. MIAMI-DADE COUNTY APPROVED MULLION 1/B' MIN. THK. ALUMINUM (6063-T5, Fu-22 KSI) (BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HFAD. OP)'RABLF. UNITS (NOT API'ROVEO iOR WATER NTL ISTANCE) UUT MAX. DESIGN LOADS TO 382 PSF 0 EDGE qST.ACCINCRETE :. TYPICAL'ANCH`ORS_ ELEV. FOR SPACING_ SEE CHART FOR MIN. LENGTH OPERABLE UNITS (NOT APPROVED FOR WATER RE'SI: LIMR MAX DESIGN LOWS TO &I PRODUCT REVISED as comp IIq with the Florida Building ode NOA-No. 17-1115.01 Expiration Date 05/22/2023 By Mlam177d�vcluct Control DOOR DETAILS �p:••ucr�t �} No. 592 _ $ �• • ATE Cf %.!(jam drawing no. W13-68 . . ••• • . • •,• . . . . . • . • . . . . ... . . . . .. . O • • NOT APPROVED TYPICAL ANCHORS '• • • FOR WATER RESISTANCE 9 • • • • , • TYPICAL AN HORS SEE ELEV, SEE ELEV. .; FOR SPACING • • • • • • • •a C SEE CHART • �' : • • • • O G FOR MIN. LENGTH • • • ACTIN IjdF 15 . • • • • • • • • FOR M . LENGTH 4. •• • __ � ...15 �.I o �ffi3 5 3 5 3 LOCK OPTIONS EXTERIOR SEE SHEET 14 FINISHES LEAF WIDTH BY OTHERS 39_3/8" MAX,EXTERIOR 3/8- MAX. 3/8" MAX. t oAD REARMIG FRAME WIDTH (X) LOAD BEATING FAS TYPI( FOR SHIM LOCK OPTIONS O FORRWWATtR RESISTANCE I SEE SHEET WITH STD. SILL APPROVED O. �lu g FOR WATER RESISTANCE 9 WITH STD. SILL n z IS a4 J iR4 zd oowo EXT. 0 l b a at Le 3 LOCK OPn NiS SEE SHEET 14 3 v a N U _ ^ AL ANCHORS 0) ELEV. SPACING CHART Z (n iL MIN. LENGTH o 3 n _ Uz� a8m r NRE "�W8Saa Ia to 15 DOOR DETAILS ` c m o W ``V11I Il 11 lr rl/!! PRODUCT REVISED ...... as complying with the Florida BWlding- Cod• H INACTIVE } ACTIVF: _ _ _ NOA-No. 17-7175.01 0592= SEE SHEET t FOR GLAZING Ns FOR D•t• 2l2023 B �roduct Nia aATE OFF drawing no. 5 EXTERIOR �!! ��' �����°°° W13-68 10 !// r�Altllt� sheet 8 cf 66 . . ... . . . ... . . . . . . . . . . ' EDGE DST. TYPICAL ANCHORS SEE ELEVATIONS n s � yg� g"' FLASHES-.•s••.y _ .�./ - DOORS WITH SURFACE APPLIED PANIC HARDWA_T2 CHART •• F�R MIN. IENV• �U Z 0 a BY OTHERS ' 8�15 -4ET� ••• •• ••• •: C • • • • • • • • • • } • ••f • • • • •• ,� 18 p 1, •• • • • •• ••• •• • •• •• �OC�LL � 0914 A 1 2 f• • •• • • • • . i • • • • f • • • • o d O 0 4 FASTENERS Ile SEE SHEETEET 14 SEE I -; im s QO!• ^y �I m TYPICAL ANCHORS SEE El". MR SPACING FOR . LENGTH OR WN F J N q LOCK OPTION C1 B SVR E1 SEE SHEET 14 .-. N�aa v a oQ; 4 0 O Q Q o vi 3w m g x EWk 1g 18 PWAWM o = n QU� ❑ ' in y " t5 0 T INACTIVE LEAF ACITVR LEAF D.LO. St e B EXTERIOR 3 24 8 D.L.O. Q OHS o88qgF&K� g$ qqa gg vc B.Y DOOR LEAF WIDTH DOOR LEAF WIDTH 5<E 3/8` MAX. 75" MAX. a 8 8 8 LOAD BEARING DOOR FRAME WIDTH SHIM E7CI'ERIOR `sogass 61 (� y� TYPICAL DOOR ANCHORS DOOR DETAILS � Q CHART SEE CHART o . m . o W O FOR WIN. LENGTH 5 PRODUCT REVISED OFN . •• as comprylrrg with. Florida BWldiny CrMi n _� NOA-Io. 17-1115.01 —* :•CONCRETE 'EDGE • DIET:' 15"• I : e .'• Expiration Data 05/22/2023 • A BY %J � & THRESHOLT1 pPTTON #2 OF OPERABLE UNITS tAlam od uct Control•. DN•,: ` tlrawing no. W p 3-68 (NOT APPROVED FOR WATER RESISTANCE) '" LIMB MAX DESIGN LOADS TO 362 PSF ..heat 9 of 16 . . ... . . . ... .. .. . . . .. .. , . . ... . . . . ... TYPICAL ELEVATIONS ANCHORS • - _ METAL STRUCTURESEE 2BUCK OR O APPROVED -ULLION "SEE, CHART. FOR MIN: • • (SEE SHEET 7 FOR SPEC) L�NOT1• • • • • SfRUG'•f1�0 • 7FOR EXTERIOR .. FINISHES :• FIOTHETNS ~t:� �BY • • ,Ed.• QOtICR • • • • • • • • • • Z a 3 BY • • • Ed - • • • • • • �' (ts� b y J c7 NSNSNS qqqj ¢ al is • • • • •••• •••• tTFOR •TYP_ J ANCHORS TYNCErA �••• • •• SEE ELEVATIONS SP FOR SPACINGSEE O HART FOR MICINN. LENGTH FOR MIRT SEE N. LENGTH Q to ��1333n TRANSOM HEAD --- eja tl I n A. n J� ^ O_ TYPANCHORS �- SEE EL SEE ELEVATIONS FOR SPACING $ Q M SEE CHART FOR MIN. LENGTH W SMS AT 12. O.. MAX. �OUQ w 9 a 0 1,1 W O 4 V 0] X ALTERNATE LOCA110H 22 N $ 15 FOR ANCHORS is a 76 (nmo O — PRODUCT REVISED _ with the Florida Bu 18 Now -NoNo. 17.1115.01 6 it j EXTERIOR Expimuon Date 05/2=023 4 1 e D.L.O. S7 3 Mla roue Con ro EXTERIOR FINISHES 73 3/8- MAX. BY OTHERS TRMLSOM LEAF WIDTH DOOR/ TR44SOM WIDTH TRANSOM 9 8' =` � R DETAILS L61LB8EARIWG SHIM o •, OF`� drawing no. �s��NAI OPERABLE DOOR WITH TRANSOM t�` ////1 sheet10of16 . . ... . . . ••. .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS SEE ELEVATIONS FOR SSEE PACING • • • • • • • • �••"`�•"' ��• t FOR MINIM. LENGTH • • • • • • • yrnµ�ivvCHAtS • • • • 8 O SNIDELRE 000 • • •� �SSSEE ELEV..: • • • n EXTERIOR KDGE'NWS:C . '. .. • • ACINC' • FINISHES ' - ', 9EC CW1R1' • 9TE FOR MIN. LENGTH' EFY OTHERS C�CR S uN ®m p l O 2 EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD�8EARING POURED & HARDENED HIGH STRENGTH GROUT' f'e 5000 P51 MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SCUD SHwS OPHONAL TO GROUT) CONCRETE T7- TYPICAL ANCHORS EDGE GISTELEV. FOR SPACING n SEE CHART FOR MIN. LENGTH TYPY FOR SHIM EXTERIOR MAX. PRODUCT REVISED as complying with the Florida Ouildin9 God* ..A-N, 17-1115.01 Expiration Dote 0 2/2023 Numnr-badfFmduet Control TBY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CMT FOR NN. IFNGIH o� SIDEUTE DETAILS o � m % lullturrrrr h OF =�({y�� drawing9 no. .. .. . . . .. .. . . . . . :a: . . . . • . • • • • • 4.800�•�I 4.600 .084 I �94 • • • • 4.80 • • .750 7 .750 • • • • • T- 1.750 T ' •' ,.750 0�0 • 2.122--i 2.122 . . DOOR/SIDELITE FRAME HEAD/SILL ?A TRANSOM MULLIGN ' t *rAsip FRAME HEAD 1 �1 • • • • 1.250 4.040 L21 • • • • • • • • • • 218 .094-yi-- •094 2'� .078 4.888 125 A55� I r� TYP. FRAME JAMB 100 tYP. 4.000 -7 n4 TOP/BOTTOM RAIL 4.000 6.000 8.000 BOTTOM RAIL HINGE/LOCK STILE 2.040-^ j .078 2,000 .125 71P. SIDELITE SASH STILE 1.t-..4 1.076 1 DOOR TRANSOM MUWON ADAPTER .170 .058 II 1.059 JAMB SCREW COVER O60 930 F�2,010 TRANSOM SCREW COVER 1. L 050 1.365 .08�I -i 1.238 12 INTERIOR GLASS STOPS 1.000� ( ) �t/ 0.562 1.750 �t t I I 3.000 FLUSH BOLT BLOCK .862 1.196 j�- 050 .050 1,385 ,922 803 1.355 144 � 1.116 L 13 1© EXTERIOR GLASS STOP 2s i.so0 .299 .717 .062 iq .415 36 THRESHOLD COVER I. DOUBLE DOOR ASTRAGAL ,855 2-352 ISO •2;- 50 2.089 500 .078 4.632 1.375 SINGLE DOOR ASTRAGAL OPTION #2 36 ADA THRESHOLD I� 1.9001 1.146 .094 2.000 -.osa 1.969 F .084 ,g 174 .078 2.021 CHAIR RAIL 14 JAMB/MULL ADAPTER 0 L .375 J 1.07� Zm - i� SNAP COVER Q f J N � J O � 2 0QM 3W� 0_ U aa n dUm ^ PRODUCT REVISED BulidIm Cong with the Plorida d ui 3 N 1.750 NDA-Na. 17-1115.01 V! aa,, a W LN Pxpination Data 05/22/2021 By �" Miaaa ad a uet ontro F STEEL REINF. � Ck1 � .102 .S6o �{.---4.000� OPTION #1 ADA THRESHOLD Of `? drawing no. s °"_: W13-68 'LOCK OPTIONS .I & 3 STD- 3 POINT LOCK MAX. FRAME HEIGHT - 108 IN MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD 80 PSF ACTIVE LEAF: OPTION Yt: 3 POINT LOCK ASSEMBLY (141805S) BY 'ADAMS RITE'' WITH 4015 THROW DOLT AT 35-1/2- FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION 43' LOCK ASSEMBLY (W5110-STACTB) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL AACTNE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULUVAN 8 ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34" FROM TOP I o •i. j I i j I ACDYE I NACTIVE I ACTIVE 36-9/16- 36-9/16" LOCK OPTION /2 NOT USED . . ... • . . ... .. .. . . . .. .. . . . . . . . . . . . LACK OPTION 4 MAX. F?AME•HEIGHT - 9.7-3/4•IN. MAX. -LEAF s 36-9/16 IT* • • • •• MAX. .0DE:IGjJrD•=S0WSF•• • • • • • • • EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF L.E/� STN.F AT 13-1/2' At 80 AN S4'FT&M TOP � : •• 04 • • • • • • GONC�D fRISH•DOLTS (95-0202091y • • . • BY 'SULUVAR k AftLo • • • • • • • • MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/Y FROM BOTTOM AND 34" FROM TOP ACTIVE NACTIVE ALINE 38-9/18" _ 38-9/16" 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 F IFAF. 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) r X 332 X 1/*'SOCKET � MACHINE SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4- SCREWS. I 38 -9/-IV 36-9/16' 1TZM # PART f REQ➢. ➢ZSCRDMON MATZRAL MANF./SUPPLLEM/RZMARXS 1 SM523 AS READ. FRAME TRANSOM HEAD 6063-TB ALTERNATE TO 2 • 2 SIW505 1 DOOR/SIDELRE FRAME HEAD/SILL 6063-T6 SIW5058 ! 1 TRANSOM MULLION 6063-T6 - • E SW506 2/DOOR FRAME JAMB 8063-T5 - 4 SIW502 1/ LEAF DOOR TOP/BOTTOM RAIL 6083-To - 5 SW537 1/ LEAF DOOR BOTTOM RAIL (6-) 5053-TO SEE SHEET 13 5.1 SW636 1/ LEA" I DOOR BOTTOM RNL (67 6063-T5 SEE SHEET 13 8 SrW503 2/ LEAF IKNrE STILEAOCK STILE 6063-T6 - 7 SW507 2/ LEAF SIDELFTE SASH STILE 0063-TS - 8 SIW542 AS REDD, DOOR TRANSOM MULLION ADAPTER 6063-TO - 9 SIW511 AS READ. SCREW COVER 6063-T6 JAMB & TRANSOM 10 SIW509 AS READ. DOUBLE DOOR ASTRAGAL 6063-T6 - 1DA SIW535 AS REDD. SINGLE DOOR ASTRAGAL 6063-T6 - -_ Ill SIW510 AS READ. SCREW COVER 6063-75 - 12 SM512 AS REDO. INTERIOR GLASS STOP 6063-75 - 12A DWF-024 AS REDD. INTERIOR GLASS STOP 6063-T5 - 13 SIW513 AS REQO. EXTERIOR GLASS STOP GD63-TS - 13A SIW533 AS REDO. EXTERIOR GLASS STOP 6063-T6 - 14 SIW504 AS REQO. DOOR JAMB/MULL ADAPTER 6083-T6 �- 15 8016E - BULB WSTRIPPING V64Y. j CENTRAL. PLSTICS 16 U4513 - G-LON W'STRIPPtNG VINYL SCHLEGEL 17 5530 AS REIN. INTERIOR GLAZING GASKET (DUROMETER 70f5) SAIMPRENE BY CENTRAL PLASTICS 17A 5531 AS READ. EXTERIOR GLAZING GASKET (DUROMETER 70t5) SAMOPRE?NE BY CENTRAL PLASTICS 18 W2320INW0020 AS ROD, FINSEIL PILE W'STRIPPING - ULTPAFA13 20 f8 X 1/2" - ASTRAGN. SCREWS PH SMS AT 4" FROM ENDS & 8' O.C. 21 #8 X 1/2" AS READ. GLASS STOP SCREWS SELF DRILLING - AT B" FROM ENDS A 15' O.C. MAX. 22 /12 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6' FROM ENDS & 17' O.G MAX. 24 SO44HO 4/LEAF BUR WAGES ST. STEEL - AS REDD. MUWON REINFORCING STEEL26 #12 X V 1/ COMER FRAME ASSEMBLY SCREWS ST. STEEL 27 #12 X 2- AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL EIDELTANIA25 28 #12 X 1/2- AS REOD. HINGE ASSEMBLY SCREWS ST. STEEL YPE F SS 29 20305 AS REDD. ADA THRESHOLD OPTION /1 6063-T630 D8019AY36 AS REDO. DOOP DOTTON SWEEP ALUN/VINYL 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 32 1 02 - FLUSH VOLTS - SULWAN k ASSOC. 34 i SN539 - 2' CHAR RAIL 6063-TB - 35 SIW548 1 ADA THRESHOLD OPTION /2 36 1 SIW547 I 1 ITHRESHOLD COVER 6063-T6 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: 4" X 4" ST. STEEL BUR HINGES DELTANA (DS84NB OR SD44HD) AT 13" FROM TOP AND BOTTOM ENDS AND 26-5/8" O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE PRODUCT REVISED USING (4) 112 X I- FH MS " Com It��pp with th. Florida 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS BaOdln® od• 4 HINGES PER LEAF DOORS HIGHER TWIN 6/8 NOA-No. 17-1115.01 Expiration Onto 512212023 A14, 7i\ Y,••�uGiiNyF-, 4-mu • J N H JO tea{ O > n UZ1 B, Q ti aN> rnmo 2 ' � n drawing no. W13-68 .. .. . . . .. .. . . . . . . . . . . . TRANSOM TOP CORNER 27 TRANSOM MLILLION CORNER �6' X 1-7/e X 1/8' Nell ALUM ANGLE 1-1/4' WIDE 5e ADA THRESHOLD CORNER OPTION #t t 1ull�l, PRODUCT REVISED :� �pV 1lca as camplg sg adth the Florlda Buildlnp Cods HOA-No. 17-1115.01 = Expiration Date 05/22/2023 gy . 7E 0 M D t roduct Contra �i� ' Po0� 'ss/o AL lllli "jr' n d � a :2��� drawing 9 n 3`. W13-68 . . ... . . . ... . . . . . . . . . . WIN" • •• ••• •• MW PRODUCT REVISED as com I with the Florida Bulldinp Cads c g S?i NOA-No. 17-1115.01 • i 4 Expiration Oats05l2=023 By s 0 o " Mlaarr-Ea�roduet Contra // �g<o 8 8 6 `1i\ a fill/ 8 drawing w13-68 no.