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WS-18-2050Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Parcel Number Permit NO. WS-8-1 8-2050 ■ Permit`Type: Windows/Shutters Iork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/112018 Expiration: 02/03/2019 Applicant 101 NE 106 Street Miami Shores, FL 33138- 1121360060330 Block: Lot: SERGIO BARRETO Owner Information Address Phone Cell SERGIO BARRETO 101 NE 106 ST MIAMI SHORES FL 33138-2036 Contractor(s) Phone CeII Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 26,835.00 0 Type of Work: REPLACING 12 WINDOWS AND 4 SINGLE D No of Openings: 16 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $16.20 $3.90 $2.60 $5.40 $260.00 $12.00 $21.60 Total: $321.70 Pay Date Pay Type Invoice # WS-8-18-68401 08/07/2018 Credit Card 08/01/2018 Credit Card Amt Paid Amt Due $271.70 $50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- med contract¢ o do the work stated. Authorized Signature: Owner / Applicant / C ctor / Agent August 07, 2018 Date Building' Department Copy August 07, 2018 1 ev-\`' BUILDING PERMIT APPLICATION JUILDING ❑PLUMBING AVIIdI 1 II JI WI CJ V IIIdge- 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 ❑ ELECTRIC ❑ ROOFING Master Permit No. ❑ REVISION ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR Coll FBC 20 I„ DNS i g -26 50 Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: (b l ICE / ©6'- S -+- City: Miami Shores County: Miami Dade Zip: 5. / 3-8 Folio/Parcel#: r i ' Z. / 3 6 '-00 6` 0330 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): �-r-S! 0 JQ ✓'F" _ Phone#: 3 S 3 3/ g82 Address: l Di kI C( D o ri s i— City: 1 WI 0-1IA( C1A.i `Q-, State: PLO T-ide . Zip: 33/ 3 O Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A (CU-0\_S ifDb 4A PA) lee -fro /1 Phone#: &/s / 3 -©S/ t Address: 8 0 /V tit) (.0 7 CCfr akt(f City: nik f DI -RAJ State: mac_ e;k04--- Qualifier Name: Zip: 3/ i0 / State Certification or Registration #: C G C, )57 B 27 7 Certificate of Competency #: DESIGNER:Architect/Engineer: Phone#: Address: I City: State: Zip: Value.of-Work.for_this_Permit: $v `-° 35. 00 Square/Linear Footage of Work: Type o f W k: Description of Work: d-C) /*•.C.—hk 4 .1 ICY el Ll•-P `z Phone#: ❑ Addition I-1 Alteration ❑ New ❑ Repair/Replace ❑ Demolition p to-c(` (Z- i U(!r brA-15 a C(� .St) 12 G? ©0 ,S We h '\ Mott C ,c_i--1prod c�c /' Specify color of color thru tile: Submittal Fee $ SC) • Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ 2-& J.0 CCF $ Radon Fee $ 2 . 600 DBPR $ 3 . 9 O Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUES • 'Bonding Corripany'sName (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic 'occurs seven ( ) d•ys after the building permit is issued. In the absence of such posted notice, the inspection will not be approv d and a einspec is fee will be charged. Signature -►`�� fir/ Signatu NEI or GENT ,o The foregoing instrument was .c owledged CONTRACTOR fore me this The foregoing instrument was acknowledged before me this 11" day of A rLL , 20 1 $ , by / 9 T �' /day of nf Apr-- , 20 a, by -54` i2C (s 6 6Arr—c+0 , who is personally known to Scry%ce 6o�.1 *ZGYt-1vBZ,who is personally known to me or who has produced Ft L. L, as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: ,_(5 ?owi idi4S J !L CHRIS POURIDAS, JR. ':,a MY COMMISSION # GG 065385 o= EXPIRES: January 24, 2021 ',oFo `°••' Bonded Thru Notary Put�lc Underwriters APPROVED BY Sign: Print:_CfjY_gi.j.204Litifiimwmagilareffiasi Seal: CHRIS POURIDAS, JR. MY COMMISSION # GG 065385 ;,r _ ; EXPIRES: January 24, 2021 •••;; p `°•• Bonded Thru Notary Public Underwriters ./****************************************************************** ',//6 Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-006-0330 Property Address: 101 NE 106 ST Miami Shores, FL 33138-2036 Owner SERGIO BARRETO Mailing Address 101 NE 106 ST MIAMI SHORES, FL 33138-2036 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,097 Sq.Ft Living Area 1,701 Sq.Ft Adjusted Area 1,899 Sq.Ft Lot Size 9,238.53 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $230,976 $230,976 $198,298 Building Value $132,170 $132,170 $132,170 XF Value $34,214 $34,616 $35,018 Market Value $397,360 $397,762 $365,486 Assessed Value $190,335 $186,421 $182,587 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $207,025 $211,341 $182,899 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 DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 9 BLK 208 LOT SIZE 75.110 X 123 OR 18576-3702 04 1999 1 Page 1 of 1 Generated On : 8/1/2018 Taxable Value Information 2018i 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $140,335 $136,421 $132,587 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $165,335 $161,421 $157,587 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $140,335 $136,421 $132,587 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $140.335 $136,421 $132,587 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1999 $150,000 18576-3702 Sales which are qualified 12/01/1997 $154,800 17926-1450 Sales which are qualified 09/01/1994 $132,000 16536-1174 Sales which are qualified 06/01/1994 $78,000 16411-4052 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/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 8/1/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack o . ledgem 0-0/ 18 ro, z/ ao k( ual fier/Owner Signature Date Print Name • • • • •• • . • a3A0addd --i m • •• • •. ct Sergio Barreto 101 NE 106th Street Miami Shores, FL 33138 0 0 SIW 200 Series SIW 200 Series Horizontal Roller Horizontal Roller 17-0717.03 17-0717.03 53x51 53x51 X 0 • • • • •• • • — • • • •3141P400 Series _ • •. Oesement SIW fob-4 • ... hue Lett Hinge•I•eft •• 17-0731.05 • (39x108 max), • 36 1,f2 x 38 1/2 17-1115'.Qf •••• • • 32x80 • •• • • • • • • •• • •.•.•• •••• • • • • • • Garage • •• • • • • • SIW 200 Series Horizontal Roller 17-0717.03 53 x 51 SIW Fixed Casement Hinge Right 17-0918.05 a SIW 400 Series SON 400 Serves Casement Casement Hinge Right Hinge Right 17-0731.05 17-0731.05 Overall 130 1/2 x 50 3/4 O SIW 500-9 Hinge Left (39x108 max) 17-1115.01 32 1/2 x 80 1/2 SIW 400 Series Casement Hinge Left 17-0731.05 18 x 38 Bath SIW 500-9 Hinge Left (39x108 max) 17-1115.01 32 1/4 x 82 full view gray white interlayer -SIW 400 Series Casement Hinge Right bedroom 0 SIW 500-9 Hinge Right (39x108 max) 17-1115.01 38 x 82 1/2 Front Door SIW 400 Series Casement Hinge Lett 17-0731.05 19x38 Bath Egress bedroom 17-0731.05 37 x 51 o� SIW 400 Series Casement Hinge Right 17-0731.05 37 x 51 SIW 400 Series Casement Hinge Lett 17-0731.05 37 x 51 SIW 400 Series Double Casement 17-0731.05 w/ 1x3 mull: 17-0717.02 743/8x51 Egress Egress Bedroom SIW 400 Series Double Casement 17-0731.05 w/ 1x3 mull: 17-0717.02 55 x 51 SIW 400 Series Casement Hinge Left / 17-0731.05 36 3/4 x 51 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: hi1-.riCUY iVM-Pni-Cd-ith'N- ADDRESS: Ib I NE lO(l" SfiY-e-t* PROJECT: �1{.r 10<i�uy � vrt,-liC1w' ShoY-c5 FL 53133 y City ' State ZIP EXPOSURE " C WIND VELOCITY = 175 MPH ROOF SLOPE > 10' 0 A is 0 0 Q CC 1 N i 3 of i a 0) 0 N Roof Ele (ft) 15 17 20 22 25 v. Tributary Area (Sq. Ft) 10 40.1 43.5 41:0' 44.5 42.5 46.1 43.4 47.1 44.8 15 39 42.4 40.0 43.4 413 44.9 42.3 45.9 43.6 20 38.3 41.7 39.2 42.7 40.6 44.2 41.5 45.1 42.8 25 37.7 41.1 38.6 42.1 39.9 43.5" 40.8 44.5 42.2 30 37.2 40.6 38.1 41.6 39.4 43.0 40.3 44.0 41.6 35 36:8 40.2 37.7 41.2 39.0 42.6 39,9 43.6 41.2 40 36.5 39.9 37.4 40.8 38.6 42.2 39.5 43.2 40.8 45 36.2 39.6 370 40.5 38.3 41.9 39.2 42.8 40.4; 50 35.9 39.3 36.8 40.2 38.0 41.6 38.9 42.5 40.1 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 28 30 35 45.8 49.6 46.2 50.2 47.7 44.6 48.4 45.0 48.9. 46.4 43.7 47.6 44.2 48.1 45.5 43.0 46.9 43.5 47.4 44.8 42.5 46.4 42.9 46.9 44.3 42.0 45.9 42.5 46.4 43.8 41.6 45.5 42.1 46.0 43.4 41.3 45.2 41.7 45.6 43.0 41.0 44.9 41.4 45.3 42.7 51.7 504 49.5 48:9 48.3 47.8 47.4 47.0 46.7 40 45 50 55 60 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 53.2 50.5 54.8 51.4 55.8 52.8 57.3 53.8 51.9 49.2 53.4, 50.1 54.4 51.5 55.9 52.4 58.3 56.9 51.0 48.2 52.5 49.1 53.5 50.5 54.9 51.4 55.9 50.3 47.5 51.8 48.4 52.7 49.7 54.2` 50.6 55.1 49.7 46.9 51.2 47.8 52.1 49.1 53.6 49.9 54.5 49,2 46.4 50.6 47.2 51.6 48.5 53.0 49:4 54.0 48.8 45.9 50.2 46.8 51.2 48.1 52.6 48.9 53.5 48.4 45.5 49.8 46.4 50.8 47.7 52.2 48.5 53.1 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 Zone 5 Pressures (PSF) Roof Slope > 10 Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 25 30 35. 40 45 50 15 40.1 39 53.7 51.6 38.3 50.1 37.7 48.9 37.2 48.0 36.8 47.2 36.5 46.5 36.2 35.9 45.9 45.3 17 41.0 40.0 39.2 38.6` 38.1 37.7 37.4 37.0 36.8 55.0 52.8 51.3 50.1 49.1 48.3,' 47.6 46.9 ! 46.4 20 42.5 41.3 40.6 39.9 39.4 38.6 38.3' 38.0 56.9 54.6. 53.0 51.8 50.8 49.9 49.2 48.6 ! 48.0 • 22 43.4 58.1 42.3 55.8 41.5 54.2 40.8 53.0 40.3 51.9 39.9 51:1,, 39.5 50.3 39.2 38.9 49.6 49.0 2s 44.8 60.0 43.6 57.7 42.8 56.0 42.2 54.7 41.6 53.6 41.2 52.7 40.8 51.9 40.4 40.1 51.3 50.6 28 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 61.3 58.9 57.2 55.8 54.7 53.8 43.0 52.3 51.7 30 46.2 61.9 45.0 59.5 44.2 57.7 43.5 56.4 42.9 55.3 42.5. 54.4 42.1 43.6 41.7 41.4 52.9 52.2 35 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0, 42.7 63.8 61.3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 40 49.1 478 46.9 46.1 45.6 45.1 44.7 44.3 43.9 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 45 50.5 67.6 49.2 64.9 48.2 63.0 47.5 61.6 46.9 60.4 46.4 594 45.9 58.5 45.545.2 57.7, 47.0 50 51.4 68.9 56.1 66.2 49.1 64.2 48.4 62.7 47.8 61.5 47.2 60.5 46.8 59.6 46.4 46.0 58.8 58.1 55 60 52.8 70.8 53.8 72.0 51.5 6&0 52.4 69.2 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 6. 50.5 66.0 51.4 67.2 49.7 64.5 50.6 65.6 FIGURE 1 49.1 63.2 49.9 64.3 5 62.2 49.4 63.3 48.1 51.2 48.9 62.3 47.7 47.3 60.4 59.7 48.5 48.2 61.5 60.8 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. T H 1 u D THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. • • • • • • • • • OOOO 7. NO PORTION OF THIS DOCUMENT MAY BE USED •QR RELVOQOCEEt It? : MANNER, EXCEPT FOR THE PORTION OF ASCE 7. 10 SEAT•• FORTH 7-I•E E 00 • • • •• • •• • 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS data 10-02-13 drawn by: M.F. REVISIONS: no date by description checked by: H.M. DWG NO. 1 SHEET 1 OF 1 • • • • • At-FDRQOQ CIOttPORPTIbN EQiUINEERS•& PRODUCT DjVILI PMENT • • • 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 MIAMI, FL 33173 FAX. (305) 262-6978 • • • • • • • 0** • • ••• •• • • • ZONE 4O ZONE 5 JAVAD AHMAD FLA P.E. # 70592: Ea CAN. 3535 • • •• •• • • • • •• • • • • • •• •• • • • 008 • • • • M IAM I-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) STW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 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 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 the use 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. !DESCRIPTION: Series "200 StormSafe" Aluminum Horizontal Sliding Window MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ad e.gov/econo m y APPROVAL DOCUMENT: 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 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 inspeetie%atthe joh sits as thg Iequest of the Building Official. This NOA revises and renews NOA NQ. 15.000 1 dodsi$ts of this page 1 and evidence pages E-1 and E-2, as well as approval document DIKtticarldd a1Qve. • • . •. The submitted documentation was reviewed by Manuel Perez, P. Ble •.. • . • • • ... . • • • • • • • • . • . • • • ••• • •• . . • • • • • • • • ... • • • • • • • • ... • • . • . . . • .•. • •0•.. • •• • • •••• •• .• NOA No. 17-0717.03 , f Expiration Date: August 01, 2022 L.,Approval Date: August_10, 20171 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 E dated 06/01/15, prepared by AI-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 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) 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 Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-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. 07-0511.10 and 07-0813.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 12/294 4, Figh revision dated 06/01/15 and updated to the FBC 6th Edition (2017) on 0.6I30/11, f sd•p4re 1 y A-larooq Corporation, signed and sealed by Javad Ahmad, P.E... • •. . • •• • ••• • 2. Glaring complies with ASTM E1300-09 ••• ••. ••. • • • . ••• ••• •. . • • • • . . ••• • .• • •. • . •• • • • • . • :i: i...i t+•1••• •• •• • •.• ••• Manuel , P.E. Product Contr., aminer NOA No. -0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 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. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM C793- PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated 06/30/17, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 previous NOA No. 15-0102.01) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.01) 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 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) G. OTHERS 1. Notice of Acceptance NO 01544142.O1 issued to AIW Impact Windows, LLC for their Series "200 StormSafe''Alun3ihnyL;Hpr zcktal tliding Window — L.M.I.", approved on 06/18/15 and expirirrgon.Q /d1' 7'..' ••• ••• •.• • • . • • • • • • • •' • • • • • • • •• • • • • • • •' •. • • ••••• E-2 • •• • • ••. . • • • •. • • ••• •• •• • •• •• ••• •• • .• •• •. •• •• •• • • • •• ••• • • • .•• • • AQJ Manue ez, P.E. Product Cont xaminer NOA N i . 7-0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 74" 8" MAX. HEAD/SILL CORNERS WINDOW WIDTH 8" 12" MAX. HEAD/SILL El 1 II n u u II IL II II I.-_J� III V7 11 ll r II 11 II II =J = -rr II I I I I I I II II n• 6 -- FALSE MIINRNS 7SURFACE APPUED OPTIONAL 1 32 1/2" D.L OPO. 37 1/8" VENT WIDTH 32 1/2" D.L OPG. ADDL ANCHOR SAT MTG. STILE ENDS SEE SHEETS 2 THRU 4 FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST 8E DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSKIN RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—MErALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL b 4Z 0 • 6" MAX. WINDOW WIDTH 8" 12" MAX. HEAD/SILL CORNERS A O I I HEAD/SILL 1 I I 11 I I 1 1 WINDOW HEIGHT 69 5/8- S n — _ _ 2O_ 0 J - ----u-- BC11 tlli li II O ,D J Jt II II 11 11 1 j11 JLr Ist 1 T • ' I _ c _ II II ; j ____ ____ 1n II II ----u---- 11 11 11 • II •• an 1 I III 24" 1 1 1 111 49 1/4" 1 i.r. ••II 24" D.L OPC. 28 5/8" D.L. OPG. DL ANCHOR• AAT S. STILE ENDS D.L OPG. • t • 28 5/B" • FOR CAPACITY TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. VENT WIDTH PRODUCT REVISED as complying with the Florida Building Code "0,'!'" MM Acceptance No ✓n ptino Dale 1Y7jq /1 FALSE AN1Nf1NS ,-SURFACE APPLIED OPTIONAL • • • -••• • • • I • •" i •• to A mp • • • • • • • •• • • •• • • •• •• • • • • • • • • • • • •••I • • • • • • •• • •• • •• 1A11111111111j/ L a • •• ••• fee • •i JN i • J o .. • • i g • • • OQ' ••• 0 A • Z to 3w • •• w_ m • <ow•% •• n aoac % • • • • W • •1• 0 co • p • ( • • • v IS- • • • • a 0 0 d • 8 0 8 i drawing no. W07-28 (sheet 1 of 8 co to 1/8" ANN. GLASS .090" Interlayer r SalI Cteor Md Color Glass By 'Eastman Chemical Co.' \ r1/8" ANN. GLASS SIJCONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 38" GLASS TYPE 'A' 11/32" OVERALL 3/16" H.S. GLASS 090" Interayer r— SentryGlas \ By 'Kuroray America, Inc: r 3/16" H.S. CUSS GLASS TYPE 'C' 15/32" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' 9.1 u 6 0 A 9 w W 3/18' MIN. CUSS .090' Interlayer Sofleo Maar Md Color Gloss 1 By 'Eastman Chemical Co.' r3/16' ANN. GLASS GLASS TYPE 'B' 15/32' OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 38" 1/8' TEMP. GLASS -1/4" AIR SPACE 1/8' H.S GLASS .090" Interlayer vr Tro&Hol PVB 1 By 'kuroray America, Inc: co 1/8' H.S. GLASS 1/4' X 1/4' ALUM SPACER GLASS TYPE 'D' 11/18" OVERALL GLAZING OPTIONS SIUCONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES � 3/16"'HEAT' STREN'D GLASS 090" InteAayer Trositol PVB i OBy kuroray America; Inc.' 090' InteAayer r..1 Safleo Clear Md Color•Gbse By 'Eastrrwn Chemical Co.' \ r 3/16" HEAT STREN'D GLASS 1� + ICONE �" - I Is II • DOW CORNING 995 e� OAT 1/4 POINTS ON UTES4' _,,WIDER „THAN 36"_,,,,," GLASS TYPE 'E' 7/16" OVERALL ilk 01 Nil PRODUCT REVISED as complying with the Florida Building Code 'O�(r1.p Acceptance No / I t E, .,,Date♦ .r. By //e4 Miami a e • • • • • •• • 4! • • ••• •• • • •• • •••• ••• • • • •••• •• • • • •..I •• •• • • • . • • • • • •• •• • ``I\\\III IIII\ • • •• .• .• ATE OF • [(% \ IVAI 1 \‘ -0 Z o g gE M O• E opg a t4 o O p . a igg <5210 3 U • •;a, �JJ 4000 J N N • o • • • ¢i:.••• Z to • 3 W N LY la••• F-UU I • • ()Z6•rt•• • � j • Tno»o•'.i'11••• • • G 0 • • vo • S. Utt 0 5 0 2 drawing no. W07-28 sheetl.lo( 8 • • DESIGN LOAD CAPACITY - PSF (10 OR OX SIRES) \ COMP-ANL\W07-28SIW1 I/O STEEL REINFORCING VLTB STEEL REINFORCING WINDOW DIMS. GLASS TYPE '.0 GLASS 161 & TYPES •D• GLASS TYPE 1E1 GLASS TYPE a 1C1 GLASS TYPE a 'C' 7 ` (1/2'A') i (1/ 2110 'i AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIA MI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2645500 FAX (306) 2626976 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) IXL.(+) 1r.(-) IXT.(+) INT.(-) EXT.(+) INr.(-) 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 24" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH XO OR OX ••I • • • • • 4 • • • • •• • •••••• •••1 •••• ••/ • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • 4 •• APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - _ 48' 38" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 38' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 46' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60• 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72• 48'70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - S 200 SitIVE tug 'Wiz. diger+o/i .)] SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH. FL. 33445 1 L. (561: 271-902 • P. (161) 274:9262 84' - - - - 70.0 70.0 - - - - 90' - - - - 70.0 70.0 - - - - 96" - - - - 70.0 70.0 - - - - 24" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 48•- 60" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - _ 80• I - - 70.0 70.0 70.0 70.0 80.0 100.0 72' 1 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - - 70.0 70.0 - - - - 24• _ _ _ _ _ _ 80.0 100.0 - - 36' - - - - - - 80.0 100.0 - - 48• 72" _ _ _ _ _ _ 80.0 100.0 - _ 60'_ _ _ _ _ - 80.0 88.0 - - 72• - - - - - - 77.9 77.9 80.0 100.0 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8• 26 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - • UPDATED TO 2010 FBC�. GENERAL REVISION NO CHANGE THIS SHEET MORTAL CHANGES • • 6i 74' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' _ 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8' 38-3/8 70.0 70.0 70.0 70.0 70.0 70.0 60.0 100.0 - - 74• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - �"", 74• so-s/e• 70.0 70.0 70.0 70.0 70.0 70.0 60.0 100.0 - - o oNlmmi 84' - - - - 70.0 70.0 - - - - 90' 70.0 70.0 96" - - - - 70.0 70.0 - - - - ono§ " 26-1/2' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - ``7111111 �'��• { "5 /'157 J�L tl 11 lui/ = PR As p1 ' REVISED with EO Florida Rleoccpteuce hlolthns Coat � -v 7� •�� •• M Enpm6011 D� p ' �''• i �NN7j7/' - ' .- •mil EO �w� er II O 10 I Y Itr. br: TAFIO s 37' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8' g3" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 70.0 70.0 80.0 94.2 - - e4• - - - - 70.0 70.0 - - - - 26-1/2' _ _ _ _ _ _ 80.0 100.0 - - 37' - - - - - - 80.0 100.0 - - o. drawing 8 W07-28 53-1/6" 74 _ _ _ _ _ _ B0.0 92.7 - - 74" - - - - - - 73.5 73.5 80.0 100.0 6 :. By i•G�G s ra: 1 1 7j,/ON 11'1 N`` AT�MTG. STILEEADDL NDS sheer 2 of 8 ••• • • • ••• • ••s • •• • •• ••• • •• ••• • ••• • DESIGN LOAD CAPACITY - PSF (10 OR OR SIZES) WINDOW DIMS. W/0 STEEL REINFORCING WITH STEEL REINFORCING GLASS TYPE 'A' GLASS TYPES 'E" & 'D' GLASS TYPE 4 '0' GLASS TYPE t, WIDTH HEIGHT DR.(+) INN.(-) E%T.(+) INT.(-) EXT.(+) ANT.(-) DR.(+) ANT.(-) 54` 63" 72' 81" 24 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 54" 63" 72" 81' J6• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54" 63" 72" 81" 48 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54" 63` 72" 81' _ 60 - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54" 63' 72' 81" 72 - - - - 80.0 97.8 - - - - - - 80.0 88.1 - - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 76.3 80.0 100.0 55-1/2" 79-3/4" 83-1/4` 26" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2" 79-3/4" 83-1/4" 38-3/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 55-1/2" 79-3/4" 83-1/4" 50-5/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 55-1/2` 79-3/4" 83-1/4' 63• - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 95.0 - - 55-1/2" 79-3/4" 83-1/4' 74" - - - - 80.0 92.3 - - - - - - 73.6 73.6 80.0 100.0 - - - - 72.0 72.0 80.0 100.0 (1/3W) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WI111 ADDL ANCHOR AT MTG. STILE ENDS APPUED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. (134"u N • • • • • •• • •• JO .. • • • •• (V • -'gp O a M • •••• LA ax• •••i Ztn• • • • 13W a •••• •f• �=P)• • Qon • • ••••• • 0- - •• •• • Q �NQ�'• Fn K • • •• 18 'r'J • • • • 111 0cn o Oil • • • • • •• • • • • j • `Y •••I • •• • • • • •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 JUL 0 7 LL1i PRODUCT REVISED as complying with the Florida Building Code Acocpionce No -0 11• Q3 inn flair If* tt�ll ltliIT//% Mini ,+E. • .,uol ►'" ''•i,!ONAil t.W;; d Ai" drowing no. W07-28 sheet 3 of 8 ) • ••• • • ••• • • ••• •••• • • • •••• • • DESIGN LOAD CAPACITY - PSF (X01 SEWS) WINDOW DIMS. W/0 STEEL REINFORCING NIB STEEL REINFORCING GLASS TYPE 'A' GLASS 'B' TYPES & •D' GLASS TYPE * T. GLASS TYPE •C• WI0D1 HEIGHT EXr.(+) IM.(-) EXf.(+) INT.(-) EM.(+) INT.(-) EXT.(+) 91T.(-) 72' 84' 96' 108" 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 704 70.0 70.0 80.0 100.0 - - 72" 84' 98' 108' 36, 70.0 70.0 70.0 70.0 90.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 48, 70.0 70.0 70.0 70.0 90.0 100.0 - - 70.0 70.0 704 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 60• - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 72• - - - - 80.0 100.0 - - - - - - 80.0 92.5 - - - - - - 80.0 84.1 - - - - - - 77.9 77.9 90.0 100.0 74' 106-1/4' 111' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 38-3/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111" 50-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 90.0 100.0 - - 74' 106-1/4' 1 11' 63' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 94.2 - - 74' 106-1/4' 111' 74" - - - - 80.0 98.1 - - - - - - 75.6 75.6 80.0 100.0 - - - - 73.5 73.5 80.0 I 100.0 (1/ 9 (I/7iW) (1/3Vf) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX WITH ADOL ANCHOR AT 6IT0. STILE ENDS DESIGN LOAD CAPACITY - PSF (XOX STIES) WINDOW DIMS. W/0 STEEL REINFORCING BITE STEEL REINFORCING GLASS TYPE 'A' GLASS 'B' TYPES & 'D. GLASS TYPE 4 'C' GLASS TYPE 'C' 4 W10TH HEIGHT EXT.(+) INN.(-) EXT.(+) INN.(-) DIT.(+) INr.(-) EXT.(+) IM.(-) 72' 84' 96' 108" 24, 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 90.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 36' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 48, 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 44" 96' 108' 60' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 72• - - - - 80.0 97.8 - - - - - - 80.0 88.1 - - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 78.3 80.0 100.0 74' 106-1/4' 111' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 108-1/4' 111' 38-3/8' 70.0 70.0 70.0 70.0 90.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74" 106-1/4' 111' 50-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 90.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111" 63' - - 70.D 70.0 80.0 100.0 - - - - 70.0 70.0 60.0 96.5 - - - - 70.0 70.0 80.0 95.0 - - 74' 106-1/4' 111' 74' - - - - 80.0 92.3 - - - - - - 73.6 73.8 80.0 100.0 - - - - 72.0 72.0 90.0 100.0 (11,4W) (1/3W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. WITH ADOL ANCHOR AT MTG. STILE ENDS • • • • • • •• • • • • • • • • • • • c-• • • v • • • • ••••'_ • • • '�• • • • • • • • O. • • • • •• •• • • • • • • • • • • • •• • • • • 00 • •• j • • a • • •g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 11111111777 \•016 Al•(447_7i PRODUCT REVISED as complying with the Florida Building No / /9.0 Eepirmion Daft Ry MimnDade • • 77111 III1% to 1 • • • •• • ••1 • • • •H • • 1 • • • N 1 • (1 '6$ 1 • • Saul••• • Z to 0 • N 3 N • ,xz•41••• 1- V' 0 1 • a i1••• J co a, )4 0 0 n 0 v C is 01 O c n e - -^oS 4. drawing no. W07-28 (sheet 4 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS —SEE ELEVS. FOR SPACING rEDGE DIST.I J MOW FrMIAMI—DADE COUNTY APPROVED II MULLION & MULLION ANCHORS Ij SEE SEPARATE NOA EDGE DIST. I TYPICAL ANCHORS —SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUC 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. UTE AT 18" 0.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15' FROM ENDS AND 24" 0.C. (3) UNDER FIX. LITE AT 16" 0.C. 1 BY w000 BUCK TYP CAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • W000 BUCKS AND METAL STRUCTURE NOT BY•'I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING •S AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS. SE ELEv. FOR sPACINd, • • • 1/4" D1A. ULTRACON BY 'ELCO'. (Fu-177,KSI. 640195646 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES-;• • i 1-1/2" MIN. PENETRATION INTO WOOD tom • • • • THRU 1BY BUCKS 'INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • E• DIRECTLY INTO CONC. OR MASONRY • ,1-1/4" MIN..EMBED.INTO .CONC. OR MASONRY • A74 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) • INTO METAL STRUCTURES 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) 11 SMS OR c F DRI I IN C R�SMS OR C F DRI I IN C R� (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (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. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. PRODUCT REVISED as complying with the Florida huiluiug Code Acceptance No i D7/ a3 Expimt»a Date BY Mi •• • • •• c• F fit • •g COMP -ANL\W07-28SW • ••6 • N • • C) • , c4 N • cn Zv>-J 3w m 0 • oz< r a0ail$• • y= • W r 0 0 A v 8 0 • drawing no. W07-28 sheet 5 of 8 • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • SHIETAL STRUCTURE 2X3 FOAM PAD AT TOP I BOTTOM D.L OPG. METAL STRUCTURE OPTIONAL TO SPRING LATCH #8 FH SMS 2/ LATCH REINFORCING BM REOD. WFEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH X0 LAYOUT OX OPPOSRE OPTONAL TO SPRING LATCH #8 FH SMS 2/ LATCH D.L OPG. REINFORCING BAR READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING i li 1BY WOOD BUCKS D.L OPG. SCREEN OPTIONAL- - - -- MW,I-DADE COUNTY APPR,D CLIPPED MULLION SEE SEPARATE NOA WINDOW WIDTH 1/4' SHIM Z N 'j I-h TYPICAL ANCHORS O Z '. FEEFOR ELEV. SPACING I a cL s2 8� 1Iiq11: i • y-m-/ •t. •• • s • •YIMIfiM MIDTH . • -I • H . f• •.•• ••••§ V •v • • • JN tr •.•• ••••= JO ••.• • • ••4 yi 1 fie. • • • • • 3w� Fr2N • • • • CC • 2 • • • a0Ol 640 •• • ••••11 m�>' •• •g and , ,:. ytro 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 9' BUCK O 000 STRUCTURE JUL U 7 N PRODUCT REVISED 0.5 totnray inly with the Reseda l t IIdinB Cods Acceptance No I3 expiration Date�pf' drawing no. W07-28 sheet 6 of 8 • •• • ••• • •• •• ••• •• ••• • • ••• • O FRAME HEAD 1.328-- © VENT TOP/BOTTOM RAIL ^-2.312-- -1.248 .8 2 3.000 - -1.448 .062 3.000 .078 O FRAME SILL .062 .250 .437 } -1.424 O SILL TRACK I--1J97 3.000 .078 3.200 .937-1 .812 2.297 Q FRAME JAMB (VENT SIDE) 2.354 -.166 .078 1. 2.083 1.248 JAMB STILE 2.813 1.474 3.062 FIXED MTG. STILE .937 2.124 O FRAME JAMB (FIX. SIDE) 3.000 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS 1 SIW201 1 FRAME HEAD 6063-76 - 2 SIW202 1 FRAME SILL 6063-78 - 3 SIW213 1 SILL TRACK 6083-76 - 4 SIW204 2 FRAME JAMB (VENT SCE) 6063-T5 - 4A SIW131 2 FRAME JAMB (FIX SIDE) 6083-75 - 5 SIW206 1/ VENT FIXED MTG. RAIL 6083-75 - 6 SIW107 2/ VENT VENT TOP & BOTTOM RAIL 6063-75 - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5 - B SIW106 1/ VENT VEN' JAMB STILE 6063-T6 - 9 SIW112 AS REQD. GLAZING BEAD (3/8' GIA.cS) 6063-T5 - 9.1 SIW128 AS REQD. ALT. GLAZING BEAD (3/8' GLASS) 6063-T5 - 9A SIW108 AS REQD. GLAZING BEAD (7/16" GLASS) 8063-T5 - 9.1A SIW127 AS REQD. ALT. GLAZING BEAD (7/16" 01 Ass) 8063-T5 - 98 SIW117 AS REQD. GLAZING BEAD (LAM. INSUL GLASS) 6063-T5 - • • 11 2E358522 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH ENO - : c1nun & BROS. CS• 12 SIW109 2/ VENT SPRING LATCH, AT 15-1/2" FROM EACH END 6063-T6 • • •- • • 13 - AS REQD. FRAME & VENT ASSY SCREWS - O10•X 1 -1/2" PH WS• • 14A - 2/ VENT FIXED PAL SCREW AT TOP - • •IMj20•1-4/2" PH EMS• • 148 - 2/ VENT FIXED RAIL SCREW AT BOTTOM - 112 )•4" PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & GUIDE DELRIN - 18 SIW208 2/ VENT ROLLER - BRASS•A*� . STEEL• • • -• • • • • • I 17 SIW209 2/ VENT ROLLER PIN ST. STEEL 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LITE SLUING BLOCK, DUROMETER 85t5 SHORE A EPDM • - • • • • • I 20 W23201NG AS RE00. TOP & BOTTOM RAIL WSTRIPPING - uTRAPA! 0E EQUAL. • 21 9302BL AS RE00. FRAME JAMB WSTRIPPING POLYPROPYLENE ‘44141.•B•ASTICS I 22 - OPTIONAL SCREEN - 65/16'80f 23 U4513 AS REOD. BULB WSTRIPPING - • SCHLEGEL • • • • 24 5531 AS REQD. EXTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE IENTRAL•PLASTICS • 25 5530 AS REQD. INTERIOR GLAZING SPACER, DUROMETER 7015 SHORE A SANTOPRENE C%R•FA AL •ASTICS • • 26 SIW211 A5 RUM. SILL RISER 6063-T5 - • - 644 6E.-- 1.177.8207 .184 O GLAZING BEADS (3/8" GLASS) 26 SILL RISER .155 .200 .290 .063 te0 �r .240 .140 SB--I F-� 24 EXTERIOR GLAZING SPACER ©@INTERIOR GLAZING SPACER SCALE 1:1 SCA.E 1:1 .55, n 1.7 -f -7 8,2� 1.177 + O50 1.177 .216 .184--1 9A q.1 GLAZING BEADS (7/16" GLASS) .290- j I._ .812 - j- .050 1.177 .184 98 GLAZING BEAD (LAM. INSUL. GLASS) --1.495--- .078- J1 L.U1'1 L+ i GC ;1 1.122 3s Acceptance No "Expiration Date By SPRING LATCf.ea'" L(? REVIS80 with em ode Product C e7 qr o. U 0 11 n 0 8 a 8 o c o tv 0 drawing no. W07-28 sheet 7 of 8 ) • • • • •• •• • • • • • • •• • •• • • • • • • • • • • • • • • VENT TOP/BOTTOM CORNFRS FIXED MTG, RAIL CORNER Z q� q �$j µry1�R_ 8 air • �Z H • • •.•yn8 •• •• • •. aESs • • ■ • • • .. • .. • • • • •••• ••a • • •• •• • • • • • • •••a • a • •••a • •• • • • FRAME TOP CORNER FRAME BOTTOM CORNER AT MOVING END FRAME TOP CORNER FRAME BOTTOM CORNER AT FIXED END JUL i,RODUCT REVISED as complying with the Florida Ruildw Code Acecptaooe No Ewo'ration Date :03 a a • •• • •N N O ary 0>t). LLa UZV I n d 8 ro o 0 W 2 e drawing no. W07-28 sheet 8 of 8 • •••• • ••• • • ••• •••• • •••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 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 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 the use 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 'DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window — L.M.LJI APPROVAL DOCUMENT: 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 D dated 07/10/17, 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 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 attl?e fd11s1 a tlte.reYlastaf the Building Official. This NOA revises NOA# 14-0926.14 and consists of thisipagee1 tn8 a erica :pages E-1, E-2 and E-3, as well as approval document mentioned above. • • • • • • • • • • • • The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED • ••• •.• • •• • • • • • • •• •• • • • • • • • • • • • . • • •• •• • • • • . • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy • ... . • • . ... • • • . • • • • • . . .•. • • • • . • . • • • • • • • • .. •• • • • .• •• ... . . . ... . . • ▪ • �{ NOA No. 17-0731.05 • *expisntion Date: January 27, 2020 (Approval Date: September 28, 201 J 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. 2. 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 B dated 08/21/14, 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 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 marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HETI-09-2610, dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th1 Edition (2014), dated 08/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. •. ..• • • • • . •• • • • • • • • •• ••• •• • • • •• Jorge M. Plasencia, P.E. ••• 0. •41 �•0 •••.••Rr�dductControl Unit Supervisor • • • • • • • • . • • . • • •• •• • • • • • • . NOA No. 17-0731.05 ..)expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-1 ••• • • • • .•• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), and of no financial interest, dated August 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 HETI-09-2610, issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) G. OTHER 1. Notice of Acceptance No. 12-0223.06, issued to SIW Impact Windows, LLC for their Series "S-400" Outswing Aluminum Casement Window — L.M.I., approved on 04/26/12 and expiring on 01/27/15. 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 D dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017) dated 07/07/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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, CIO; aria a2k !tit Mass Interlayers" dated 01/19/17, expiring on 07/08/19. • • • • .. ... .. . . . . . • ... •.. . . rge M. Plasencia, P.E. • • • • . . • • . . Prod . t Control Unit Supervisor • • • •• • NOA No. 17-0731.05 • . . . • . • . . . • • •• •• • • • • • ..expiration Date: January 27, 2020 Approval Date: September 28, 2017 E-2 .•.. . •..... . • . . . . . . . • . . ... • • • • . . . • . • . . . • • . • • • . • .. • • ... • • • • • • • • SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6th Edition (2017) and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.14, expiring on 01/27/20. .. ... • • • • . .. . • • • . . .. ... .. • • • .. • • • �.• •.:. • . �. .. Pro ct Control Unit Supervisor • . . • . • . . . . NOA No. 17-0731.05 Jorge M. Plasencia, P.E. • . .. .. • • . . . • . . • . .fxpiration Date: January 27, 2020 Approval Date: September 28, 2017 E-3 ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 006 • • • 000 • • 6' MAX. HEAD/SILL CORNERS 12 3/4" MAX. HEAD/SILL .2 M t n J t5 0 Al / it / I x ---14 ii \ \ 8 SERIES 5-400 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR IAULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDTITON)/2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & 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 WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONOTIIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL e3 29 3/B" D.L. OPG 35' VENT WIDTH 37" WINDOW WIDTH TYPICAL ELEVATION MULTI POINT LOCK 6' MAX. HEAD/SILL CORNERS or 12 3/4' MAX. HEAD/SILL / 0 d N / / / / / / —C \ -/ \• • 11, • • ••• • ••••s• • \ 191 • • — • • • • • • • — •• • • FALSE IIUNTINS (SURFACE APPUEO) MAY BE USED •• • • • • a air • D.L OPG • 36t • •VENT WID111 • 37"• MIN00'MWaH •• • TYPICAL ELEVATION TWO POINT LOCKS • • �•• • • • ••. • • • • • • • •• • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as comps leg with the Florida Building Code NOA-No. 17-0731.05 Expiration Date01/27/2020 By Mlam a��luct Control 51 J a U 8 F R p v� 8 T1 c drawing no. �W09-54� sheet 1 O1 6 • ••. •• ••. • • • • • •• • • •• • • • • • • • • • • DESIGN WAD CAPACITY - PSF WINDOW DIMS. 2 POINT LOCKS MULTI POINT LOCK GLASS TYPES 'A'. 'E'. C' k 'D' GLASS TYPE 'A' GLASS TYPES '13' & 'C' GLASS TYPE 'D' WIDTH . HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) TNT.(-) DXT.(+) 1NT.(-) 26-1 38-3/8' 70.0 70.0 70.0 70.0 80.0 80.0 - 80.0 80.0 32' 37" 42' 70.0 70.0 70.0 70.0 80.0 80.0 - 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26-1/2" 90 5/8' e 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 32" 70.0 70.0 70.0 70.0 '80,0 80,0 80.0 80.0 42' I 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 28-1/2" ' 03' 1: 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 32' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37" 70.0 70.0 70.0 70.0 80.0 80.0 l 80.0 80.0 42' - - - - 80.0 60.0 - - 28-1/2- 32' 37' 74-1/4' 54.4 54.4 54.4 54.4 80.0 80.0 62.2 62.2 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2' 32' 37" 80" 43.2 43.2 43.2 43.2 80.0 80.0 49.3 49.3 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2" 32" 84• 37.1 37.1 37.1 37.1 80.0 80.0 42.4 42.4 - - - - 77.6 77.6 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'0 GLASS .090' Interloyer .090" Interlayer Troetrol PVB 54ntry0laa By'kureray Americo, Inc.' By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS GLASS TYPE 'A' 11/32" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY 3/16' HEAT STREN'D GLASS 090" Interkyer. SentryGlae By 'Kuraray Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY en m 1/8' HEAT STREN'D MACE SIUCONE DOW CORNING 995 GLASS TYPE 'Jr" 11/32" OVERALL• Z Z g Faz x gs„ cc J I,OG1 ()0i� O rc^ • OA.0o0 O°8tgi Q d ••••ura S 6 gT 1/4 P01N15 •• � isi ••• t� LffES WIDER•• TF�N 36' ONLY• • •._f • • • 3! td • •l•••• 1 • I JN •r • •�e •••• 1/8" TEMP. GLASS • • •�rfDi 1/4" AJR SPACE •••• ••••myrf••• • 1/8' HEAT STREN'0•GLAS$ Z N •• •• • Iw�•1,e••• 090' Intenoyer a • Tresifol iW • • • • • i- co U 1 • By roily M•rIca Inc.' o U Z + • • • • r� a06�v•••• 1/3' HEAT•STREN'D GLA • • i1 GLAZING OPTIONS • ST. EELCER • • •• • 1 J Si. STEEL • • tr GLASS TYPE 'D' 11/18" OVERALL PRODUCT REVISED as Building lying•with the Florida NOA-NO. 17-0731.05 Expiration Date 01/27/2020 Dy � Mism a redact Control SILICONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES 0 v �NNQQa • Nrn GGGGo��ii 0 • yd sheet 2 df 6 TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MWAI-DACE COUNTY APPROVED 1 11 MUIJON & MULLION ANCHORS I II, SEE SEPARATE NOA EDGE I 1 3J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING STSI EM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • _•__ • _• TYPICAL ANCHORS: SEE ELay. FOR SPACING s EL •••••• `, 71/4" DIA. ULTRACON BY 'CO' (Fu•177 KSj Fy.155 IRSI) INTO 2BY WOOD BUCKS OR WOOD STFR)CIERES 1-1/2" MIN. PENETRATION INTO WOOD•(j)W/SILL/JAMB THRU IBY BUCKS INTO CONC. OR 8 ••— — 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS), 1-1/4" MIN. EMBED INTO BLOCKS (SA1A • •�—•' DIRECTLY INTO CONCRETE OR BLOCKS • s • • • • 1-1/4" MIN. EMBED INTO CONCRETE, 4164Q/.1/JAMBS) ,1-1/4" MIN. EMBED INTO BLOCKS (o4MBS� -o #14 SMS OR SELF DRIWNG SCREWS ((MADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVETtMUUjc OR • • • 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.) (STEEL IN CONTACT WITH ALUMINUM TO BE MATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fb o 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0731.05 Expiration Date 01/27/2020 By Mlerdi D roduct Control 0%111111/1/i. • ��AIAL.ILL • •t •• IF • n o .-• o ci • l aptn N• • 0>• 4 g1 p Um ••• n ,••1 fArn �. • -i_.ti• • ,_,1• T drawing no. W09-54 (shoot 3 of 6 ) • • • • • • •••• • • • •••• • •••• • ••• • • ••• •••• • •• •••• • •••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING SNUBBERS 2 PER .IAMB UP TO 31-1/2' WOW. NTS. 3 PER JAMB UP TO 47" WDW. NTS. 4 PER JAMB UP TO 63" WDW. HTS. 6 PER JAMB OVER 63" WOW. NTS. O2 POINT LOCK SYS. SINGLE VENT WINDOWS M11MI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW MOTH 1 WINDOW WIDTH 1/4" MAX. LATCH KEEPER 2 PER JAMB UP TO 31-1/2" WDW. HTS. 3 PER JAMB UP TO 47" WDW. NTS. 4 PER JAMB UP TO 63" WDW. HTS. 6 PER JAMB OVER 63" WDW. NTS. 187 WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Corte Now -No. 17-0731.05 Expiration Dat, I 7/2020 act on z O Ili F ? 1 Odgo 0 �n yj �H4 Q O&OQ.I O i 2 •V• • - • 1 • • ••iE1 N • • • d •• • •• ti • f �N N •• 1 _JJJO 'py�h • .o •••• ••♦✓/aM• • • • •••• •• 3�J� N a84444m M oi qrQ J nTO 10 • • • •• •• •• • • • • • • • •• • • • • • • •• • • • • •• • • n e • $ 2 6 y 1 drawing no. W09-54 sheet 4 of 6 ITEM NO. PART N0. QUANTITY DESCRIPTION 1LTeRUL MANE./SUPPLER/REMARKS 1 STY/401 1 FRAME HEAD 6063-T6 - 2 SIW401 1 FRAME SILL 6083-16 - 3 SM401 1 FRAME JAMB -HINGE SIDE 8083-T0 - 4 SM'401 1 FRAME JAMB -LATCH SINE 6063-T6 - 5 SIW402 1 VENT TOP RAL 6063-T6 — 6 SIW402 1 VENT BOTTOM RAIL 6063-T6 - 7 SIW402 1 VENT SIDE RAIL -HINGE SIDE 6063-T6 — 8 SIW402 1 VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 23138 AS REQD. SNUBBER ST. STEEL TRUTH HARDWARE 10 SIW112 AS RECTO. GLAZING BEAD (5/16' GLASS) 8003-T6 - 10.1 SIW128 AS REQD. ALT. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A SIW117 AS REOD. GLAZING BEAD (11/18" INSUL CLASS) 8063-T6 - 108 5W/108 AS RECTO. OWING BEAD (7/16' G.14S4) 6083-T8 - 108.1 - AS RECTO. ALT. GLAZING BEAD (7/18' GLASS) 6063-T6 - 11 5531 AS RE00. EXT. OIAZINO SPACER, DUROMETER 7035 SHORE A SANTDPRENE CENTRAL PLASTICS 12 9302 AS RECO. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS RECTO. INNER COMPRESSION SEAL - SCHLEOEL STSIWS 14 PJ540-55 2/ CORNER CORNER LOCK (1-3/4" X 1-3/4' X .054' THK.) ST. STEEL SULLNM4 & ASSOCIATES 15 - - - - - 16 35.13 2/ WOW 4 BAR HINGES -HEAVY DUTY ST. STEEL TRUTH HARDWARE 17 52.13 1/ WOW SINGLE ARM OPERATOR - TRUTH HARDWARE 17.1 32658 1 OPERATOR GASKET .062 - TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .236 - TRUM HARDWARE 17.3 21546 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 - TRUTH HARDWARE 16 30175 1/ OPER. TRACK ST. STEEL TRUTH HARDWARE 19 2425 2/ VENT LOCK ASSEMBLY (SINGLE PONT LOCK SYS.) - TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (SINGLE POINT LOCK SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 19A1 21709 2/ VENT SPACER (MULTI POINT LOCK SYS.) - • TRUTH HARDWARE 19A2 21600 1/ LOCK SUPPORT PLATE (MULTI POINT LOCK SYS.) - TRUTH HARDWARE 20A 31301 AS REDD. KEEPER (MULTI PONT LOCK) - TRUTH HARDWARE 20A.1 24 SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POINT LOCK) - TRUTH HARDWARE 20A2 32824 AS REQD. TIE BAR GUIDE (MULTI POINT LOCK) - TRUTH HARDWARE 20A3 - 2/ GUIDE 11E BAR GUIDE MOUNTING SCREWS (MULTI POINT LOCK) - /10 X 1-1/4' FH SMS 21 - 1 5/16" BOX SCREEN - OPTIONAL 22 - 2/ CORNER FRAME de VENT ASSY. SCREWS CRS /10 x 1-1/4" FH SMS 23 - 8/HINGE HINGE MOUNTING SCREWS - 110 x 3/4" FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - #10 x 3/4" FH SMS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - #10 x 3/4' FH SMS 26 - - - - - 27 - 8/OPERATOR OPERATOR MOUNTING SCREWS - #10 X 1-1/4" FH STAS 28 - 2/LOCK LOCK ASSEMBLY MOUNTING SCREWS - #10-24 X 1/2" FH MS TYPE F 29 - 2/SNUBBER SNUBBER MTG. SCREW - #10 x 3/4' FH SMS 32 5530 AS RE00. INTERIOR GLAZING SPACER, DUROMETER 7015 SHORE A SANTOPRENE CENTRAL. PLASTICS 33 - 2/ LITE SETTING BLOCK EPOM DUROMETER 6535 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. PRODUCT REVISED as complying with th• Florida Building Code NOA-No. 17-0731.05 !Expiration Dat. 11/27/2020 By Mom a, aro•ue on • • • • • • •• • • • • •a •a •a • • • • •9 • • • • • • • •4 • • •• •• • • • • • • • • • • • ••4 • • • • • • •• • •4 • m�u • • • 0 G a 1 o v l=o 5 g 19 1 drawing no. W09-54 (sheet of 6 •• • • • • • • • • • • •••• • • �••• • • • • • •• 0 • • • • • I•••• • 3.321 3.000 1 1.090 ,! i - 1� .125J 2484 .337 0000 --2.733 FRAME 2.812 2.000 2353 F.078 .372 .912 .573 0000 1.859--i VENT 1.177 'B+2- �.050 1.177 Il .184 +I GLAZING BEADS (5/16" GLASS) .2901 I .Ot2 .050 1.177 GLAZING BEAD (11/16" INSUL. GLASS) ' 1177 .8+12 050 1.1 77 .184 GLAZING BEADS (7/16" GLASS) VENT CORNER PRODUCT REVISED as complying With the Florida Code - NOA-No. 17-0731.05 Building_ 1�►i7 Expiration • - !27/2020 By Miame•a• •'•uct • r"' •• .• • • • •• • • •• • •• ra‘V • gee ts o• g�. N • • c 5 e 0 a a ji drawing no. W09-54� (shoot 6 of 6 • • • • • •: • • • • • • .• • • • • • � • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 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 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 the use 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-425 & S-426" Aluminum Fixed Window-w - APPROVAL DOCUMENT: Drawing No. W09-55, titled "S-425/426 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, 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 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 inspeetid4 it aEthe'iequest of the Building Official. This NOA revises NOA# 14-0926.16 ana.consi is a his page• and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. • • • • • • • • • • The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED • .•• .•• • • • •• • • . •• • •• • • • • • •• •• •• •• •• •• •• • • • • • •. •• .• . • •• •• . •• •• • •• • .• • . • • • • • 111 •.. • • • • :i: •••• ••••• •• •• •.•• •• •.•• • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv irsroA No. 17-0918.05 — Expiration Date: January 27, 2020 Approval Date: November 09, 2017 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. 2. Drawing No. W09-55, titled "Series S-425/426 Aluminnrn Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision C dated 08/21/14, 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared by American Test Lab of South Florida, Test Report No. ATLSF-1201.01-10, dated 05/12/11, signed and sealed by julio E. Gonzalez, P.E. (Submitted under NOA No.09-1021.10) 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, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum fixed casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2627, HETI-09-2629, HETI-09-2630, HETI-09-2633, HETI-09 2625, HETI-09-2626A, HETI-09-2626B and HETI-09-2626C, dated 10/06/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-1021.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Departmett ofargulaoe and conomic Resources (RER). . ......... . . .. ... .. . . ... • .. ... . • . • . .. • • . • . • • Product Control Unit Supervisor • . • • . . • . . . • . • • . . • • . • NOA No. 17-0918.05 • . . . . • Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-1 ... . • . . ... • • • . . • • . • . • • . . • • . . . • • .. .. . . • .. . . ... • • • ... • • Jorge M. Plasencia, P.E. SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED " E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated August 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF 1201.01-10, issued by American Test Lab of South Florida, dated 05/12/2011, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No.09-1021.10) 3. Laboratory compliance letter for Test Report No.'s HETI-09-2627, HETI-09-2629, HETI-09-2630, HETI-09-2633, HETI-09 2625, HETI-09-2626A, HETI-09- 2626B and HETI-09-2626C, issued by Hurricane Engineering and Testing, Inc., dated 10/06/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-1021.10) G. OTHERS 1. Notice of Acceptance No. 12-0223.22, issued to SIW Impact Windows, LLC for their Series "S-425 & S-426" Aluminum Fixed Window - L.M.I.", approved on 05/03/12 and expiring on 01 /27/ 15. 2. NEW EVIDENCE SUBMITTED B. DRAWINGS 1. Drawing No. W09-55, titled "Series S-425/426 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014) and FBC-6ta Edition (2017), dated 07/10/17, prepared by Al-Farooq Corporation, signed anct seared bj-•.1gva A4ag1,1.E. 2. Glazing complies with AVM t3O0:09 :•: •. -� •• ••• •• • • • •• %Jorge M. Plasencia, P.E. • .•••• • • • g� • uct Control Unit Supervisor • • • • • • • • •• • • • : • NOA No. 17-0918.05 • • •• •• • • • • • • • • • • • • Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-2 ••• . • • • ••• • • • • • •• •. • • • • • • ••• • • • • •. • • . • •• • • • • • . • • • . • • • • . . 006 • • • ••• • • SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Mimi —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. F. STATEMENTS 1. Statement letter of conformance to FBC-5m Edition (2014) and FBC-6th Edition (2017), and of no financial interest, dated 07/10/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.16, expiring on 01/27/20. •• •.• • • • • • •. • • • • • • •• • • • •• • • • •. • ••• ••• • • • Jorge M. Plasencia, P.E. •• . . •• .• . • • • • P oduct Control Unit Supervisor • ' • • • •• • •• • • •. •NOA No. 17-0918.05 • • •• •• • • • • • • • • • • • • Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • 8' MAX. HEAD/SILL CORNERS or 12 3/4' MAX. HEAD/SILL • SA I I II II 11 lT 41 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED SERIES S-425/426 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS MOWN ON SHEETS 2 k 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPRD WINDOWS USING MAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDRICN)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET T-IE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN W THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 29 3/8' D.L. OPG 35" FIX. VENT WIDTH 37- WINDOW WIDTH TYPICAL FI EVATION SERIES S-425 (SU • 14 3/8' MAX. HEAONSSLLS CORI D.L. OPO. • • • • RISE MUNTINS_ ',ACE APPUED) MAY BE USED ' I 1 T 1 I 1 1• 94 5/8" ••• • i 1. •t • 'm: 102 1/4' ••• • • • • • WINDOW WIDTH TYPICAL ELEVATION SERIES S-426 • • •• •• • • • • • • • • • • •• • • • • •a •a • •• • • •• • •• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with th• Florida Building Cod• NOA-No. 17-0918.05 Expiration Dat•01/27/2020 By Miam redact Control 7111111 III Jam• TE OF • off. /ONAL I /ll i H1nt 9: G a V • • 1 R A n' 0 drawing no. W09-55� sheet of g • • • •a DESIGN LOAD CAPACITY - PSI? (SERIES S-425) WINDOW DIPS. GLASS TYPE ' GLASS TYPES B' a 'C' CLASS TYPE D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8- 26-1/2' 32" 37" 42' 48' 53-1/8' 80" 77' 38-3/8' 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 87.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 - - 77.1 77.1 - - 19-1/8' 26-1/2' 32' 37'-5/B" 42" 48" 48" 53-1/8' M. - 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 60A 70.0 70.0 80.0 80.0 80.0 80.0 61.7 61.7 70.5 70.5 70.5 70,5 56.3 56.3 61.7 61.7 64.3 64.3 - - 81.7 61.7 - - - - 58.5 58.5 - - - 58.5 56.5 - - 19-1/8' 26-1/2' 32" 37' 42' 83• 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 70.5_ _70.5 - - 46' - - ( 64.3 64.3 I -. - - 19-1/8' 26-1/2' 31' 32" 37' 39' 74-1/4' 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 80.0 - - - - 75.9 75.9 - - 19-1/8' 26-1/2' 29' 32- 37' BO' 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 80.0 - - 19-1 /8' 26-1/2' 27' 32' 3,5" _ 84 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80,0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 50.0 - - J L 1 MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VVERTICALLY OR HORIZONTALLY AS SHOWN A80yE. 0 1/8' HEAT STREN'D GLASS -1/8' HEAT 515614D GLASS .090' In:edayer .090" Inter -layer Trmifol PVB \ SentryGlos By 'kurar0y Amerce. Inc.' \ r9y Kuror9y America, Inc.' m ho SIU1 NIE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 38" GLASS TYPE 'A' 11/32" OVERALL 3/1 ' HHEAT STRENT G[ASS, r,09ntr7Glce0' lntoyer Secr1 .By :Kuroray Amedco,„lncj r3/16' Y.EAT STREN'D GLASSY.EAT STREN'D DLA55 GLASS 7/16" OVERALL ,SILICONE'" `00W CORNING 995 AT•1/4 POINTS ON LTTES WIDER ,THAN 38' I GLAZING OPTIONS 1/8' HEAT STREN'D GLASS SIUCOtE DOW CORNING 995 AT 1/4 POINTS ON LJTES WIDER THAN 36' GLASS TYPE 'A' 11/32' OVERALL 1/8' TEMP. GLASS 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS 090' 8terlayer Troe#ol PVB • �By 'kuroroy America,,1C.w • •• `1 • • • • 1/8' HEAT STREN'O GLASS ra‘V a ••T•• N • • i • • ••w� n • • • > rV N •• • •i '4O ••a• •1a • ••• pan 8 • 4 4W1Z�� N Il z5 Im•• oN t • -N� Ny t! I/1 cn O • CARDINAL XL • • EDGc SPA • • ST. STEEL GLASS TYPE 'D' 11/18' OVERALL GLASS BITE TYPICAL: 5/8" MIN. GLASS BETE FOR DESIGN LOADS UPTO f70.0 PSF 3/4" MIN. GLASS BITE FOR DESIGN LOADS ABOVE ±70.0 PSF PRODUCT REVISED as complying with the Florida Building d• NOA-No. 17-0918.05 NOTE: GLASS CAPACf'1ES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Expiration Data 01 /27/2020 By Idiom roduet Control SERIES S-425 • • SILIOE DOW ORNING 9ft • • • • • •• • AT 1/4 POINTS ALL SIZES : i7 70582 i7 OF 0c� -f JIIi1IL1 • •••• • • • 0 CO LI drawing no. W09-55 sheet 2 of 9 •• • • • • • • • • • • • • • •• • • ,1_ 'ry ! A 1 9 \ J a DESIGN LOAD CAPACITY - PSP (S-426) DESIGN LOAD CAPACITY - PSP (S-426) DESIGN LAID CAPAC1 Y - PSF (9-426) GLASSTYPETYPE GLASS TYPE GLASS TYP9 W L WINDOW DIMS. , WINDOW DIMS. '0. ALVDOA DIMS. .O. r. Sb125/{26 AQJMI:UM.FIXt[. ADWi (L�G.I.) AL-FAROOQ CORPORATION SIW IhCT NDOWS LLC.• • SUITE & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUE 220 975 5. CONG S AVE. 1102 MIAMI. FLORIDA 33173 (C.A.N. 3596) DELRAY BEACH, FL. 33445 TEL (305) 264.9100 FAX (206) 213243976 TEL. (561) 274-9392 FAX. (561) 274-9262 ( COMP-ANL\WO1 WIDTH HEIGHT EXT.(+) 1NT.(-) WI011-1 HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8" 80.0 80.0 19-1/8" 80.0 80.0 19-1/8" 80.0 80.0 /, 28-1/2' 80.0 80.0 28-1/2" 80.0 80.0 26-1/2' 80.0 80.0 3 j 32' 80.0 80.0 32" 80A 80.0 32' 80.0 60.0 37• 80.0 80.0 37" 80,0 80-0 37' 126" 80.0 60.0 -� 42" 80.0 80.0 4Y 80.0 80.0 42' 80.0 80.0 48• 63' 80.0 80.0 48" 90' 80.0 80.0 48" 80.0 80.0 53-1/8' 80.0 80.0 53-I/8' 80.0 80.0 53-1/8' 80.0 80.0 640711H AND LENGTH DIMENSIONS CAN BE ORIENTED 60' 80.0 80.0 80' 80.0 80.0 19-1/8' 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 66-1/4" 80.0 80.0 66-1/4" 80.0 80.0 26-1/2' 80.0 60.0 72- 80.0 80.0 72" 73.6 73.6 32' 80.0 80.0 78• 80.0 80.0 19-1/8' 80.0 80.0 37' 132• 60.0 80.0 19-1/0" 80.0 80.0 26-1/2' 80.0 80.0 42' 80.0 80.0 28-1/2" 80.0 60.0 32' 80.0 80.0 48" 80.0 80.0 32' 80.0 80.0 37" 80.0 80.0 19-1/8' 80.0 80.0 37' 80.0 80.0 42" 96' 80.0 80.0 26-1/2' 80.0 80.0 42' 80.0 80.0 48" - 80.0 80.0 32' 80.0 80.0 48• 74-1/4" 80.0 80.0 53-1/8" 80.0 80.0 37" 138" 80.0 80.0 • 53-1/8•. 80.0 30.0 60' 80.0 80.0 42' 80.0 80.0 • • 4 3/16• HEAT STREN'0 GLASS 80' 80.0 80.0 66-1/4' 80.0 80.0 48' 80.0 80.0 • • • 1 68-1/4" 80.0 80.0 19-1/8' 80.0 80.0 19-I/8' 80.0 80.0 .090' intadayer • $entryGlas / 72' 73.6 73.6 26-1/2" 80.0 80.0 28-1/2' 80.0 60.0 By 'Kurar0y America, Inc.' • 78' 71.4 71.4 32' 80.0 80.0 32" 144" 80.0 80.0 19-1/8" 80.0 80.0 37" 80.0 80.0 37• 80.0 80.0 HEAT STRENT) GLASS • • • • 4 26-1/2" 80.0 80.0 42" 102-1/4• 80.0 80.0 42• 80.0 80.0 /_.3/18 e • • • s • • • 4 32' 80.0 80.0 48' 80.0 80.0 _Z a� 37' 80.0 80.0 53-1/8' 80.0 80.0 - © • ' • • • 4 42' 80.0 80.0 60' 80.0 80.0 . \ 38.1 O� '�0 • • • • • 48" 80" 60.0 80.0 fib-1/4' 60.0 80.0 - SILICONE CORNING 995 53-1/8' 80.0 80.0 19-I/8" 60.0 80.0 1j {� I� DOW • • • 60' 60.0 80.0 26-1/2' 80.0 80.0 r_� • • • 66-1/4' 80.0 80.0 32' 80.0 80.0 • 0 • • • 1 o Ilk 0 9 • • • • g P_ i . r R R. 0 72' 73.6 73.6 37' 80.0 80.0 • • • • • • • 78' 67.9 879 42' 108' 80.0 80.0 . ®AT 1/4 POINTS ON LTES • 19-1/8' 80.0 80.0 48" 60.0 80.0 WIDER THAN 36• •• 'C' 26-1/2" 80.0 60.0 53-1/8" 60.0 80.0 GLASS TYPE PRODUCT REVISED 32' 80.0 80.0 60' 80.0 80.0 7/16" OVERALL as complying with th• Fiends Building Cod• 37' 80.0 80.0 19-1/8' 80.0 80.0 NOA-No. 17-0918.05 42' 80.0 80.0 26-I/2' 80.0 80.0 Expiration Date o'Irz7nozo a 48' 84' 60.0 80.0 32' 80.0 80.0 B 53-1/8" 80.0 80.0 37' 114' 80.0 80.0 y I1Iaml-D roduct Control g • a "el8 • .'0 - 8 S ^- q' 7 B o 60' 80.0 80.0 42' 80.0 80.0 66-1/4• 80.0 80.0 48' 80.0 80.0 .)Ic i.-. i m u i 72' 73.6 73.6 53-1/8" 80.0 80.0 i ,, - `-' .--. ,--� �, �' 78" 67.9 67.9 19-1/8" 80.0 80.0 7111111 r777' 26-1/2" 80.0 60.0 •� Q�EP.•• Mq �,/': ): 32" 80.0 60.0 �1cE►1se'•:'� • 37' 120" 80.0 80.0 _• li. 70892 •� 42" 80.0 80.0 47' 48• 80.0 80.0 = ' drawing no. W09-55 53-I/8" 80.0 80.0 NOTE: ... ; ..'� Q .,. TATE OF 7 � GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). SERIES S-426 S' '' ,/ i'llil wok''.• At. (sheet 3 of 9) LLILUI • • • • • • • • • • •• • 1 • 1 a 0 19Y WOOD BUCK TYPICAL ANCHORS -SEE ELEV. FOR SPACING . ' EDGE, Dist. Y .TIPICAL ANCHORS SEE 0.LV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING f"r___________________.l 11 MAMI-DADS COUNTY APPROVED 11 I 1 MULLION & MULLION ANCHORS II II SEE SEPARATE NOA II 1 1 EDGE DIST. / I I 11 11 ,J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DAL ULTRACON BY 'ELCO' (Fw177••!m, Fy.*36 K5) i !� IV a .1INTO 2BY WOOD BUCKS OR W000 STRUChIJQE•S : --'6 c o 1."'1-1/2 MIN. PENETRATION INTO WOOD iHEAD/SILL/JAM BS) {N�'nwish* „ THRU 1BY BUCKS INTO CONC. OR BLOCKS ..• -=-.—� LT- O> 8 1-1/4" MIN. EMBED INTO CONCRETE (141b1 ILtJbAMBS)t pa 1-1/4" MIN. EMBED INTO BLOCKS (JAMBii). •. — ?_ Z NjLi w DIRECTLY INTO CONCRETE 0R BLOCKS • • •�, o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) j V C.7 S 1-1/4" MIN. EMBED INTO BLOCKS (JAA : • • ••o m ' • -vi n tnrno 0 taI ,u 0. 814 SMS OR -SELF DRILLING SCREWS (Ch7DEe1CRS) INTO MIAMI-DADE COUNTY APPROVED idNigiNgFe • OR • • • INTO METAL STRUCTURES (HEAD/SILL/Ades) • (3) THREADS MIN. PENETRATION EEYONS SUBSWATE ALUMINUM: 1/8" THK. MIN. (6063-T5 11IN. • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIA. • (STEEL IN CONTACT WITH ALUMINUM TO BE PIATEO OR PNNIED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS re - 3000 PS MIN. C-60 GROUT FILLED BLOCK AT JAMBS f m m 2000 PS MIN. 6 • a • PRODUCT REVISED as complying with the Florid'. Building Code NOA-No. 17-0918.05 Expiration Dat.01/27/2020 Sy MI Yla a roduct Control SERIES S-425 1111i1111/1 sS 70592 _ OF AL 1/111111 E 2 H drawing no. W09-55 (sheet 4 of 9 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM 4 0 EXTERIOR D.L OPG. FIX. VENT WIDTH WINDOW WIDTH 18" WOOD BUCKS 1/4" MAX. SUMS TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH PRODUCT REVISED as complying with th• Plorlda Building Code NOA-No. 17-0918.05 Expiration D•t. 0127/2020 BY Miami Ds Product Control SERIES S-425 • • • • • •• • • • •••• 1/iL • •• SHIM • SEE ELEV. • F�•SPJCING • •• TU \jip.. Rr No. 70032 / i. • •• z h r Z� S o nay °�^o y iti414 AVE 0 • • N t drawing no. W09-55 (sheet 5 of 9 GLAZING BEADS (5/16" GLASS) 2901 r 1 _ .050 1.177 O GLAZING BEAD (11/16" INSUL. GLASS) .812 -y.55, .812 On 1.177 II .184] OGLAZING BEADS (7/16" GLASS) .493 1.752 CORNER LOCK 1.752 ITEM NO. PART NO. QUANTITY DESCRIPTION MATEar11 MANUF./SUPPLIER/REMARKS 1 SIW401 1 FRAME HEAD/SILL/JAMB 8063-TO - 2 9W402 1 VENT 6063-T6 - 3 9W112 AS RED. GIAZ:NG BEAD (5/16" GLASS) 6063-76 - 3.1 9W128 AS REGD. ALT. GLAZING BEAD (5/16" GLASS) 6063-T6 - 3A 9W117 AS READ. GLAZING BULB (11/16' INSUL GLASS) 6063-76 - 36 9W108 AS READ. GLAZING BEAD (7/16' GLASS) 6063-T6 - 38.1 SW127 AS REGD. ALT. GLAZING BEM (7/16" GLASS) 6083-16 - 4 5531 AS REGD. EXT. GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENIR L PLASTICS 5 9302 AS REGD. OUTER COMPRESSION SEAL - CENTRAL PLASTICS 6 APT425 AS RE00. INNER COMPRESSION SEAL - SCHLEGEL tSIEMS • 7 PJS40-SS 2/ CORNS CORNER LOCK sr. STEEL SULLIVAN & gjSpa4TEE 8 - 2/ CORNER FRAME & VENT ASSY. SCREWS CRS #10 x 1-144' FH SM5 9 5530 AS READ. INTERIOR GLAZNG SPACER, DUROMETER 70t5 SHORE A SAHIOPRFNE CENTRAL PL STIC • • 10 - AS REGD. FIX. VENT MOUNINC SCREWS, AT 5' FROM ENDS & 13" 0.C. CRS %10 x 1-1y2 II*SMf 13 - 2/ LITE SETTING BLOCKS EPDM OUROMETER 8 55S.Sl(0RE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. VENT CORNER FRAME CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.05 Expiration Dab 01/27/2020 By Mani redact Control SERIES S-425 • • • • • • • • • • •• • • • • • • • OF iONat s`• lltlr Ul • • • 0 0 8 0 8 Rg co • drawing no. W09-55 (sheet 6 of 9 ) IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • EDGE, DIST. n.' 'WOOD BUCK EDGE DIST. META. STRUCTURE I MULLION & MCULUON ANCHORS I SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING STIEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. "' TYPICAL ANCHORS SEE ELEV. FDR SPACING • • • • RS SEE�p�yyy�Ti FOR SPA � G • • • • • 'TYPICAL ANCHORS: SEE ELEV. F0R•SAACIRG•_ 1 /4" DIA. UI TRACOLI BY 'ELCO' (Fu-177•1•Sl,•F}ANI KSI) .INTO 2BY WOOD BUCKS OR WOOD• STRIkTUR� �_ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)q THRU 1 BY BUCKS INTO CONC. OR BLOWS •' •"a 1-1/4" MIN. EMBED INTO CONCRETE (HE*T!/SILL)JAMBS) • 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)_ 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) 414 SUS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 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.) (STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Is - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. PRODUCT REVISED •s aom n9e with th• Florida Building od NOA-No. 17-0918.05 expiration Date 01/27/2020 Byi Mlame-D Product Control SERIES S-426 V 1L111111FT No. ''DNA . 'F/dill! • • • • a V o Q FOIRgE '0 ig 0 C 5 4 drawing no. W09-55 sheet 7 of 9 ) • • • • • •• • • • • TYPICAL ANCHORS `SEE ELEV. FOR SPACING IBY WOOD BUCKS WINDOW WIDTH MIAMI-DADE COUNTY APPROVED MULLJON SEE SEPARATE NOA TYPNdL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 WINDOW WIDTH . . . • . .. • • •.•. MAX. • TYPICAL ANCHORS SH» • SEE ELEV. FOR SPACING PRODUCT REVISED as complying with th. Florida Building Cod. NOn-No. 17-0918.05 Expiration Date N 1/27/2020 BY no ontro SERIES S-426 • • TYMO.L ANCHORS . -SEE ELEV. p• *WING • • • • METAL STRUCTURE AL III 11 I11, •• 8 6 - o a 8 P. 9 8 2 drawing no. W09-55 sheet 8 of 9 ) :• • • • • •• • • • • 3.812 3.000 3.000 1.659--1 FRAME .062 TTP. 2.571 .045 .297 ANCHOR COVER .551 .045 .812 216--1 1 77b�2 .050 1.177 j .184--I GLAZING BEADS (7/16" GLASS) 1.752 .493 1.752 CORNER LOCK ITEM NO. PART N0. QUANTITY DESCRIPTION MATERIAL MANIIP./8UPPLTER/REM RE8 38 SIWI OB AS REM. GLAZING BEAD (7/16' Cs AK) 6063 T6 - 38.1 51WI27 AS REOD. ALT. GLAZING BEAD (7/16' GLASS) 8063-76 - 4 5531 AS RT:OD. EXT. GLAZING SPACER, 0UR011ETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 7 PJS40-SS 4/ CORNER CORNER LACK . ST. STEEL SULLNAN & ASSOCIATES 8 - 3/ CORNER FRAME ASSY. SCREWS CRS 110 z 1-1/2' PH SMS 9 5530 AS REOD. INTERIOR GLA.143 SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS • 11 SIW415 4 FRAME HEAD/SILL/JAMB 6063-76 - 12 SN1416 AS REDO. ANCHOR COVER (OPTIONAL) 6063-76 - 13 - 2/ LIE SETTING BLOCKS EPDM OUROMEIER 8535 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. FRAME CORNER PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 17-0918.05 Expiration Date 01/27/2020 BY MMiam�D. raduct Control' SERIES S-426 • • • • • •• • • a •. ••. • • • •. • u 8) •••• • • • • •oty • x • ft 0,0111, Y.•" 0 CEN8 • . 70692 TE OFAL Ninio ((� 44. •• a a 0 •0 8 8 drawing no. W09-55 (sheet 9 of g MIAMI OIADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 the use 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. `DESCRIPTION: Series "500-9 " Aluminum Outswing Doors whim Sidelite 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 AI-Farooq Corporation, signed and sealed by lavad 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 0/XX in sheet 4, for 0 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 PSF. 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 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 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. HAMLDADECOUNTY BEM 1z3i201r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidede.eov/econom v iNOA No. 17-1115.01 'Approval Date: May 22, 2023 Date: February 01,2018 Page 1 • • • • • • •• • •••• • • • •• • •• • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • •••• • • • • • • • • • • • • • • •• • • • • • • • • • •• • •� • s • • • • • • • • • • 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 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 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 Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 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 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, FIETI 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. Product Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01,2018 E-1 • • • • • •• • • . • • • • • • •• • •• • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • • • • • • •••• • • • • • • • • • • • • • • • • •• •• • • • • . • 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) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (former E.1. 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 (5th 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. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 5th Edition (2014) and FBC 6'h Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. age M. Plasencia, P.E. Produft 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. 2. Notice of Acceptance No. 16-1117.01 issued to Knraray 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 5th Edition (2014) and FBC 6th Edition (2017) and letter of no fmancial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. G. OTAER 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. e M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01,2018 E-3 • • • • •••• • • • •• • • • •• ♦ • • • • • •• • • • • •••• •••• • • • • • • •••• •a•• )•••• • • • • •• •• •• • •• • • • • • •• • • • • • • • • •• • •• • • • • • • • • y S /16' HEAT SFREWD GLASSS T.090' Intel -layer Trodfol PVB By„:Kuroroy Amerfca,inc.' 33/1b* HEAT 'SIREN13 GLASS a SILICONE " j / LDOW 995 t GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 5/32' TEMP. GLASS —NR SPACE DECORATIVE PANEL NR SPACE 5/32' HEAT STRENb GLASS 000' Interiayer Troelfol PVB By 'Kuraray Americo, Inc.' 5/32' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 090" Interlayer SentryGlas By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS /SILICONE DOW 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SILICONE DOW 995 GLASS TYPE 'C' 1' OVERALL L.W. INSUL GLASS 3/16' TEMP. (I ASC AIR SPACE 3/16' HEAT STREN'D GLASS 090' Interloyer Trosffol PVB By Kuroray America. Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOW 995 CARDINAL XL / EDGE SPACER ST. STEEL GLASS TYPE 'D' 1" OVERALL LA. INS11L GLASS GLAZING OPTIONS NON STRUCTURAL DECORATIVE GRILL SOLID ALUM BM OPTIONAL ALTERNATE GLAZING DETAIL GLASS TYPES 'A' & 'B' GRILLE SHAPES VARY THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. #10 SMS 4/ GRILLE MIN. SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM:SEE ;FIE 2 & SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSpVS Sidt SHEET 4.• • SINGLE AND DOUBLE LEAF DOORS WITH SIDELUES SEE SHEET 5. • SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. • • SEE SHEET 3 FOR GLASS TYPE AND ADA SILL SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. LOWER VALUES FROM TRA SOM/SIDEUTE CAPACITY CHART Oaf BOOR CAPACITY • • WILL APPLY TO ENTIRE SYSTEM. • • • • • • • •• DOORS WITH STD, SILL APPROVED FOR INSTALLATIONS WHE§E•WiEj2• • INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALI✓�ON2 WHERE � • • WATER INFILTRATION RESISTANCE IS REQUIRED. • THIS PROOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY IITH1AE • REQUIREMENTS OF THE 2014 (5TH EDmON)/2017 (6TH EDITIO) FLORIDA" (I� BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE Hz). • 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, 5UST 5E •t0A BU DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PI&CT DS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECFIED EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALLDRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, TENT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. COOE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PROOUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND CFA ING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED as comp th Any with e Florida Building Cade NDA-No. 17-1115.01 Expiration Date BY 6Elam-••^ro•uct ontro • ; • • « • • j • ••I I• lie8so 8^ blu.50 u2iii ••• ,411.9 3.• z q�• q gl ti�eu` U Ir.oE D��o8 • • � o C0'9 it fD • = n Q8O in Nrn0 drawing no. W13-68 (sheet 1 of 16 • • •••• • • • • • • •• • • • P <0 o SURFACE APPUED FALSE MUNTINS OR DECORATNE GRILL MAY 8E USED DOORS WITH STD. 3 POINT LOCKING HARDWARE 39 3/8' LUX. 78' MAX. FRAME WIDTH FRAME WIDTH 13 3/4" MAX. DOOR LEAF WIDTH TYPICAL FLFVATION (X) LOCKING OPTIONS SEE SHEET 14 8 5 1/2' MAX. HEAD/SILL CORNERS 13 3/4' MAX. HEAD SILL / / 1; / Ij/ \ \ �� )./ . D.l OPO. Q 1 1 1 1 I 1 /11 O 1 M \ \ \ \ mo 41 Ai <0 . 2§ �� a m L4--- -`-1I / II / Ij1 / ---_ .i'. - \\ Ai/ Ai \ li \ 11 h \ 0n ;I \ I, \ \ \ LOCKING GPTIONS gE SHEET 14/ / � Tom- ; / / ,// • I INACTIVE ,..- I \ ---.e ACTIVE _ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 28 9/18' MAX. D.L OPG. 38 9/16' MAX. LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. HEAD ANCHORS AT STILE ENDS (7) AT 3" 0.C. DOOR TYPICAL FLEVAIION ( xx ) DOORS LOAD CAPACITY - PSF SINGLE (X) OR DOUBLE (XX) DOORS WITHOUT TRANSOM SINGLE DOOR X) 081S. DOUBLE DOOR (XX) DIMS. GLASS LOCKS BINGES TYPE 'A' _ TYPE 'B' TYPES 'C' Sc `D' TYPES 1, 9 TYPE 4 TYPE 6 QUANTITY PER LEAf FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT �.(+) INN.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) 9fT.(-) EXT.(+) kg.(-) EXT.(+) UIT.(-) �f9-3/6' 80' 1 76' 80' 70.0 70.0 ' 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 62.0 62.0 3 39-3/6" 97-3/4" ' 76' 97-3/4' 70.0 . 70.0 . 80.0 80.0 60.0 60.0 80.0 80.0 60.0 i BOO 82.0 82.0 4 39-3/8" 108" - 76" 108" 70.0 70.0 80.0 80.0 - - 80.0 80.0 - I - - - 4 EXT.(+) DESIGN LOAD 15 BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESORPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. GLASS D.LO. FORMULAE: D.LO. WIDTH = FRAME WIDTH - 9.813" (X DOORS) = (FRAME WIDTH - 22.875")/2 (XX DOORS) * O.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6' BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) * USING }120305 (1/2" HT.) THRESHOLD • • • • • SEE SHEET 14 FOR LOCKING OPTIONS• AT ACTIVE & INACTIVE LEAFS.* • • • • • • F16 1/2" . SILL CORNER ANCHORS AT ADA THRESHOLD ONLY • • • • • • • • • • •• •• • • • • • • • • •• • • PRODUCT REVISED • • as complying with the Florida Building Code NOA-No. 17-1115.01 Expiration Date 05/22/2023 By i Miami- • rodoct Control NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIR E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TE OF • 111111111110. 1 c0- 0 c � • • • • • •••• . • • 6 0 8 0 1 a droving no. W13-68 sheet 2 of 16) • DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4' 76 1/16' FRAME WIDTH 5 1/2" MAX HEAD/SILL CORNERS emir y \ \ ,%. I X ,„ \ 4 \ 1 \ -- / / // / / / -r u N. o Ng 6 m p I `��...-� / ,/ SHEET 14 \ \ \ \ \ / SEE,.SHRET 144 /',*; / 1 DOOR OPTION$ DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. GLASS TYPE 'B' ADA THRESHOLD FRAME WIDTHHT FR11IEE EXT.(+) ANT.(-) 39-1/4" 97-3/16' 62.0 62.0 1 111 I B1 26 9/16' MAX. D.L. OPG. 36 9/16' MAX. ODOR LEAF WIDTH TYPICAL ELEVATION (XX) HEAD ANCHORS AT STILE ENDS `(7) AT 3" 0.C. m on SILL ANCHORS AT STILE ENDS (7) AT 3" 0.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOOR DINS. GIISS TYPE 'B' ADA THRESHOLD FRAME WIDTH FRAME HEIGHT DR.(+) WL.(-) 76-1/16" 97-3/16" 62.0 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. DOOR D.L.O. DIMS D.LO. HEIGHT = FRAME HEIGHT - 13.313' (6" BOTTOM RAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.825' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 • • • • • •• • SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. • • • • • • • .• • •• •i ••l •••• •I • • • •o•• •• • • ••• •• •• • . • . • • • • • • • •• • . • • • • •• ••• PRODUCT REVISED as eompWng with the Florida Building Cod• NQA No 17-1115.01 Expiration Date 05/22/2023 M7am1-Dd ainduct Control (0y„u pia •r•••• a • • • 0 • �M _r r••a• .] Md• 6 N Zen =.• • •.• a$m N • • • NW 1n Oi o• •11 ••••• • 2 2 6 8 a 0 A i00 g 8 8 8 E b drawing no. l W13-68 Y (sheet 3 of 18) 5 1/2" MAX. HEAD/SILL CORNERS O J 0 SURFACE APPLIED FALSE MUNRNS OR DECORATIVE GRM.L MAY BE USED 39 3/8' MAX. DOOR/TRANSOM FRAME WO. 37 1/8' TRANSOM LEAF W. 13 3/4" MAX. HEAD SILL D.L. 0P0. 36 9/16" MAX. 36 9/16' MAX. DOOR LEAF WIDTH DOOR LEAF WIDTH( O/XX) (O/X) (2) ANCHORS AT TRLANOADSSOM ENDS ALL LOCKING OPTIONS SEE SHEET 14 76" MAX. 5 1/2' MAX. HEAD/SILL CORNERS ION N a DOOR/TRANSOM FRAME WIDTH 73 3/8' MAX. TRANSOM LEAF WIDTH 10' 4' 1 I I II II II 11 II II � it 13 3/4" MAX. r HEAD SILL Oa 0 J SURFACE APPUED FALSE MUNIINS OR DECORATNE GRILL MAY BE USED \ LOCKINGoPT SEES SHEET 14/ %/ INACTIVE I (,I 1"I (i)', 28 9/16" MAX. D.L. OPG. (11; t I SINGLE OE 000BI8 DOORS TlTTH TRANSOM CAPACITY - PEW 6f688 TYPE FRAME/ 1RAN50M Wo1H 000R HEIGHT 72' (XX) 98" 76 (XX) 72' 39 3/e" (X) 39 3/8' (X) UAB E%T.(+) DESIGN LOAD 6 BASED ON STD. SILL+ • • � • 0 FOR LOCKS AND HINGES TATIONS:EE 5 2 & 4. . • !}�fi 1 , •• • • • ZI UN N • • •• 4 • • •••• •.• 53 .• • EA�i4Ti' 10" ••••4' ..• WIDTH - 1 D' O! _ • • • 1'c0U a • • • • • ....5ais •• ••• • i aUm •••• }G • �g • • • • 3nJ • • • 4••� 108' 90' 1RMt506 HBONT 24' 30' 38' 24' 30' 36' 24" 30' 38' 24' 30- 38' 36' G1A99 TYPE EXT.(+) 68.4 641. 62.2 01.0 58.1 55.4 62.2 595 57.0 55.4 53.0 50.6 70.0 14T.(-) 55.4 65.1 82.2 81.0 58.1 55.4 82.2 69.5 57.0 55.4 53.0 50.8 70.0 G1ASS TYPE B' EXT.(+) 66.4 65.1 62.2 612 58.1 55A 622 595 57.0 55.4 53.0 60.8 80.0 PIT.(-) 66.4 85.1 52.2 61.0 58.1 55.4 82.2 69.6 57.0 66.4 53.0 50.6 50.0 EXT.(+) 60.0 80.0 60.0 80.0 INT.(-) 60A 60.0 60.0 80.0 55.1 58.1 56.4 60.0 55.4 60.0 ameg ro 3 3 109' 38' (5) ANCHORS AT TRANSOM ENDS ALL LOADS 70.0 70.0 80.0 D.I.O. HEIGHT (TRANSOM) - TRANSOM L D.L.O. WIDTH (TRANSOM) - TRANSOM LEAF WI SILL ANCHORS AT STILE ENDS (7) AT 3" O.C. 3" • • • • • •• • 80.0 • 1 •1 • i •••• •• • 8 • PRODUCT REVISED • • • • $ as complying with the Florida 5 % i Budding Cade MOA-No 17-1115.01 Expiration Date 05[22/2023 By Mia 6 1/2" MAX SILL CORNER ANCHORS AT ADA THRESHOLD ONLY o� cE u Z�i 6 v c e 0 n q drawing no. W13-68 (sheet 4 of)6) SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SINGLE (STATIONARY) SIDELITE UNIT (SEE DETML IN SHEET 11) SIDEUTE LEAF WIDTH TYPICAL El EVAT1ON (0 ) SIDELITE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) SIDELITE DINS GLASS TYPE I GLASS TYPE 'B' GLASS TYPES 'C' & 'D' FRAME YAM FEAAIE HEIGHT T.(+) INT.(-) EM.(+) NT.(-) Exr.(+) TNT.(-) 39-3/8" 97-3/4" 70.0 70.0 80.0 80.0 80.0 80.0 33-3/8" 108' 70.0 70.0 80.0 80.0 - - • . • • • • • • • •• • • • . 1:) • q S g E Er: 8 • Nn a o OQ eioNEI 011 n d 3 .: ••.• •a Ca • • • • • ••§• • W • • • • • •• •• • • • • • . . • • • • • • . . 3 • • • •• • •• • • • I • g t PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1115.01 Expir•tion Date 0 2/2023 By r i Min •e• ro•uet ontrol 2 . St J ocn O • in Z_0G a.umN• (rl• •g n 3 � N cD . 4 og to < 4 drawing no. W13-68 sheet 4.1 oT 16 • • • • • DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR 00111LE LEAF 000RS SIDEUTE MOTH INCHES DOOR HHDR HT INCHES GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYPES '0' b '0' NARROW STILE mownSIDBIITE W/0 BEINF. NARROW STILE WITH ARM. WIDE STILE SIDELITE 11/0 REINF. NARBOT STILE WIDE STILE SIDELITE 1/0 REINP. EXT.(+) sac-) am(4) INT.(-) NOR.(+) 6I7.(-) EXT.(+) INT.(-) 30 38 42 48-7/8 48 52 54 66 00 80 880 BOLO 808 800 BOLD 80.0 60.0 010 BOLO BOLO 810 80.0 80.0 80.0 60.0 810 BOLO 80.0 BOLO 880 80A 80.0 BOLO 00.0 80.0 80.0 880 BOA BOLO 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 73.8 73.8 73.8 73.8 73.8 73,8 - . - 71.1 71.1 71.1 71.1 7t1 71.1 - - 88.8 68.6 68.8 68.6 68.8 68.6 - - 64.0 64.0 64.0 84.0 648 64.0 - - 30 36 42 48-7/8 48 62 54 56 80 84 808 8410 BOLO 810 80.0 80.0 60.0 80.0 810 BOLO 80.0 80.0 800 BOLO 60.0 80.0 80.0 80.0 80.0 80.0 800 80.0 BOLO BOLO 80.0 80.0 80.0 800 800 BOLO - - 880 80.0 80.0 80.0 1910 80.0 - - 73.8 73.8 73.8 73.8 736 73.8 - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 68.6 88.8 68.6 68.8 68.8 88.8. - - 84.0 04A 84.0 64.0 64.0 644 - - 30 38 42 46-7/8 48 52 54 56 90 80.0 BOLO 80.0 680 80.0 80.0 80.0 60.0 BOLO 80.0 BOLD 80.0 804 BOLO 60.0 60.0 880 80.0 BOLD 80.0 80.0 80.0 - - 80.0 BOLO 80.0 810 80.0 80.0 - - 80.0 80.0 810 880 800 BOLO - - 73.8 738 73.8 73.8 73.8 73.8 - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 68.6 68.6 68.6 68.6 68.6 686 - - 30 36 42 46-7/8 48 52 54 96 BOLD BOLO 80.0 80.0 BOLO 80.0 BOLO 60.0 810 80.0 80.0 80.0 880 80.0 BOLO 810 80.0 80.0 80.0 80.0 80.0 80.0 - - 76.0 76.0 78,0 76.0 788 710 - - 75.1 75.1 75.1 75.1 75.1 75.1 - - 71.8 71.8 71.8 71.8 71.8 71.8 - - 70.2 70.2 70.2 70.2 70.2 70.2 - - 30 36 42 48-7/8 48 52 87 3/4 80.0 680 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOLO 80.0 80.0 80.0 80.0 80.0 79.1 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74.7 74.7 - - 73.7 73.7 73.7 73.7 73.7 73.7 - - 703 70.5 703 70.5 70.5 70.5 - - 30 38 42 46-7/6 48 102' 80.0 80.0 80.0 60.0 80.0 810 - - 80.0 80.0 80.0 80.0 80.0 880 - . - 75.8 75.8 758 75.8 75.8 75.8 - - 71.6 71.6 71.6 71.6 71.6 71.8 - - 70.6 70.8 70.6 70.6 70.8 70.8 - - 30 38 42 46-7/8 48 108' 79.7 79.7 80.0 80.0 80.0 BOLO - - 732 73.2 77.3 77.3 77,3 77.3 - - 67.7 67.7 71.0 71.8 71.0 71.6 - - 63.7 63.7 67.6 67.8 67.0 67.6 - - 629 629 88.7 66.7 66.7 66.7 - - FOR GLASS TYPE 'A' OMIT MAX. DESIGN LOADS TO *70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 169 3/4' 5 1/2' MAX. HEAD/SILL CORNERS 13 3/4' MAX. HEAD/DLL TESTED FRAME WIDTH 6' (6) ANCHORS AT HEAD/SILL 0 -- M // l/ • • • • • I l / 1I / =_4L- _ /11 __ 1_�t=____ / / 1\ \ \ \\ \ /j. \ ,/, \ DOOR LEAF HEIGHT 06 1/2' MAX. (GLASS A & 8 86 1/4' MAX. (GLASS C & D; O - HARROW SIDELITE -- I I i.. __ O 961EUIE - C - - ====.1t=== I1 NARROW / y I EI II I• I II • 1 L swum 0 / / \ ___4___ © 11111 II II \ II �I g 1 \III\\/// / \ +.. / / / / • /�, •••• • • 1.,/ • •i • • • • - INACTIVE ' ACTIVE ` ^ � •• ••• SURFACE APPLIED FALSE MUNRNS MAY BE USED D.L UPC. NARROW/WIDE I I 26 9/16" MAX.' D.L OPG. 36 9/16' MAX. 0DEUTE WIDTH NOTE: 1 1/4' THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED 1t51tD FRAME AREA 127.31 SO. FT. RETNE. AS REOD. SEE CHART 000R LEAF WIDTH 76' MAX. DOOR WITH (XX) ;I l r I) I) 39 3/8" MAX. DOOR WIDTH (X) SIDELITE LEAF WIDTH = SDELILE WIDTH - 1 3/8' (OXXO) SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. I lag] rIL.41 II _ EXT. jl LEAF WIDTH DOOR TRAME_LOTH WIDE SIDELITE WIDTH _tt1 11li77j NARROW STILE SIDELITE WITH DOOR DV/WO REINFORCEMENT) INSTRUCTIONS' USE CHARTS AS FOLLOWS. t. SELECT SINGLE OR DOUBLE DOORS CAPACITY. GLASS TYPES AND LOCIONG OPTIONS FROM TABLES OH SHEETS 2 k 3. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3. LOWER VALUES FRO[A STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. WIDE STILE SIDELITE WITH DOOR PRODUCT REVISED as compl91nt1 with the Florida Building Code Non -No. 17-1115.01 Expiration Date OS/22/2023 By Proust ontro •. M M i• 1 d C drawing no. W13-68 sheet 5 of 16 •. • • • • • • i 39 3/8" MAX. FRAME WIDTH MAX. FRAME MOTH MAX. FRAME WIDTH MAX. FRAME WIDTN DOOR FRAME HEIGHT •M�� II �� M� �- oNiMi M- -- O ,,::: q�11 O © , _ I © 1 IIDILII. O�iS r0171 11 1....1 A O....., i ....1 2 76" MAX FRAME WIDTH 39 3/8' MAX 000R FRAME MAX. FRAME WIDTH trey 169-3/4" MAX. e SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. FRANC WIDTH DOOR FRAME HEIGHT • . I�■��4 II WM ii Ode. g 1 O I1r 0 ill I, O IIv�0 [� 1 // \ 1-..■■■N a IM�� ■m.. -� I DOOR FRAME HEIGHT HE .2I�La M�yOM ♦ 01 / f IMO, I I,,,, 3 r immin 1I7 I _ II 1 �r�,, ■ 39 3/8" MAX. OTT 76' MAX. FRMtt WIDTH 76 MAX. 000R FRAME DONAL INGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D WITHOUT SIDELITES OPTIONAL 76' MAX. DOOR FRAME ! • • • • •• • • a� q� 2 ow0:oo 8 • •{ • y4. Z • • ON • F • • • • $ • • • • • • • • • • ••i DOUBLE LEAF DOORS Wm-3OLfr'SIDDCITES. ' DOUBLE LEAF DOORS WITH SIMONE, BIDEUTE AT EITHER SIDE OF DOOR. • • • • • • s•e • • • • • a PRODUCI•REVPSED • as complying with th• florid! Building Code • • NOA-No. 17-1115.01 Expiration DDaat•05/22/2023 BY ; •%�iF/ MIam1-DProduct Control NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA A. 127.31 SQ. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDELITE WIDTHS D.L.O. HEIGHT (SIDEUTE) < LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RAIL) D.L.O. WIDTH (SIDE LfTE) - LEAF WIDTH - 10" (WIDE STILES) D.L.O. WIDTH (SIDE UTE) = LEAF WIDTH - 6' (NARROW STILES) APPROVED CONFIGURATIONS DOORS, SIDELTTES 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 MULUON IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULUONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. • TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). 0 61 5 s 8 • S 0 0� 6 drawing no. W13-68 (sheet 6 of T 6) 1 1, 6 EXTERIOR FINISHES BY OTHERS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH •_ •CONCRETE R . m -,-,C- m m t i"ii \L.FWSH R It, BOLT GUIDE TUBE 141 DOOR LEAF HOCHT J is o ti O ® Ri; �Py Wi • 0 a O Wei hk W © OD 8 _-4-.1.-_ ig ,i iT `! . ,1 ,- 4ti 0 ilk z 0 prawn. EXTERIOR FINISHES BY OTHERS SEE LEAF CORNER DETAIL ON SHEET 15 POURED & HARDENED HIGH STRENGTH GROUT i'c — 5000 PSI MIN. NOT BY SJ.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID 516MS OPTIONAL TO GROUT) • CONCRETE . .� .: ' :TYPICAL ANCHORS ' SEE ELEV. FOR SPACING 'SEE CHART FOR MIN. LENGTH STD. STT.T OPERABLE UNITS (APPROVED FOR WATER RESISTANCE) 1BY WOOD BUCK FASTENERS BY OTHERS CONGR1:TE 2BY •• OR EDGE DI J•' radii UCK STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH ga TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN. LENGTH MN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. 1/4" DM. ULTRACONS BY 'ELCO' (Fu-177 KM, Fy=155 KSI) WOOD 2-3/4' 1' N.A. N.A. 3-3/4" 1" MASONRY N.A. NA N.A. NA 3-3/4' 3-3/4" 2-1/2' ; 2-1/f _ CONCRETE 2-3/4' 2-1/2' 2-3/4" 2-1/2" 1/4" DIA. SELF DRIWNG SCREWS (GRADE 5 CRS) METAL 3/4" 3/4" NA N.A. 3/4' • !/4" • WOOD = 2BY WOOD BUCKS OR W000 STRUCTURE S G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK Fm = 2000 PSI MIN. CONCRETE = Pc = 3000 PSI MIN. METAL = 1/8' MCI. INK. STEEL Fu=58 KSI, Fy=38 KSI MIN. MIAMI-DADE COUMtt APPROVED MULUON 1/8' MN. THK. ALUMINUM (6063-TO, Fu=22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTNN LOADS IMPOSED BY GLAZING SYslLM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. OPPRART.R TINT'P. (NOT APPROVED FOR WATER RESISTANCE) LNIT MAX. DESIGN LOADS TO 382 PSF OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) UMR LIAR. DESIGN LOADS TO 362 PSF • •••••• • • • • • • • • • • •••••• • • •• •• •••••• • • • • • • • • • • •• • PRODUCT REVISED as ildcolny edm Ing• with the Florida lu NOA-No. 17-1115.01 Expiration Date 05/22/2023 By Wand- a • uct Control DOOR DETAILS 6:y,U n • • • • CJ +n,1 •• 7e �a0 QM• • s— A I(j z O a a. [ncn s • oxw na m v a e bog 5 8 4 .°c` 1 4 drawing no.l W13-68j (sheet 7 of 16'. FOR SPACING SEE CHART • 4• FOR MN. LENGTH ,. EXTERIOR FINISHES BY OTHERS 3/8- MAX. LOAD BEARING SHIM EXTERIOR FINISHES BY OTHERS 3/8" MAX. LDAD BEARING SHIM INACTIVE LEAF 39-3/8- MAX. FRAME WIDTH (X) LOCI( OPNONS SEE SHEET 14 36-9/16- MAX. LEAF WIDTH SEE SHEET 1 FOR MATING NOT APPROVED O APPROVED FOR WATER RESISTANCE FOR WATER RESISTANCE TYPICAL AN HORS WIIH SILL SEE ELEV. SEE ., G SEE FOR M'. LFIIGTH EXTERIOR LOCK OPTIONS SEE SHEET 14 3/8" MAX. LOAD BEARING SHIM LOCK OPTIONS SEE SHEET 14 FRAME WIDRi (EX) SHIM APPROVED LOCK OPTIONS E FOR WATER RESISTANCE SEE SHEET 14 WITH STD. SILL EXTERIOR PRODUCT REVISED as complying with th• Florida Building Code Non -No. 17-1115.01 Expiration Dato '. 2/2023 BY Min I -Da not • ntrol r. DOOR DETAILS sheet 8 of 16 • • • •••••• • • • • ••••• •••••• • • •••••• • • • • .1 TYPICAL ANCHORS EDGE DST. SEE n S_3 EELEVATIONS0 SPACI DOORS WITH SURFACE APPLIED PANIC HARDWARE 3 ExrEaaR FINISHES BY OTHERS :y'Iy:' " FOR . i" -d FOR MIN. LENGTH • . TY jj _ . , ' •; CONCRETE AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C1.N. 3533) TEL. (305) 2E45100 FAX. (305) 2526575 J ^_L1 , 0 m M ' ' Al it OPANIC ¢ r LOCK FASTENERS SEE SHEET 14 TYPICAL SEE ELEV, FOR SPACING SEE CHART FOR MIN. • ANCHORS LENGTH C1 0 • • • • • • • • LOCK OPT/ON • • • • • • SVR-\SEE SHEET 14 • s"1 E1 ••OOOO 500-9 ALAI OUISYONG ENTWINCE DOOR (L 11 ['SIW IMPACT WINDOWS,• L.1... • •975 •S C CRESS •AVE. )y. 03 • • OELRAY B Hy FLU 31445 • • • (561) 1/4-9392• FAX. (5%/74_ 2 )R LEAF HOGHT x _ , • • • 0 0 ` ... • w I� ,e / / • •••• ®/ ••••• ' J' .. J L - • • • • •• • o v a II ggI l S 6 i • 1 lEEg g S S gg C g 0 S' a INACTIVE LEAF ACTIVE LEAF tee. (4 ••' .. D.LO. DLO. . uJXTERIOR FlE ES BY OTHERS DOOR LEAF WIDTH DOOR LEA WIDTH _ice 3/8" MAX.. 76" MAX. a 6 O LOAD BEARING DOOR FRAME WIDTH SHIM EXTERIOR 4w14tFv . + � a o a $ s 2 SEEEE ELEV. FCAL OR�SPACING DOOR DETAILS < m m c m .e•; SEE CHART FOR MIN. LENGTH II1`1111111li,/ •_„,..` P.Ali/� ••vDekisi". O '� 0 PRODUCT REVISED : ^ as complying with the PIorlde ,-..� n .- 5 n •--.,,� , 8 k' . Building Cods _ fir- I :i TT� NOA-NO. 17-1115.01 - 6 CONCRETE : a • .. Expiration Date 05/2212023 • ''' EDGE DST:'•®�' ADA THRESHQt.Tt OPTION #? BY 'i '' drawing no. W 1 3-68 Ml•m ed met Centro UNIT$ D!R•'_� _OPERABLE (NOT APPROVED FOR WATER RESISTANCE) /StS •L 1�� LIMA MAX OESIGN LOADS TO *62 PSF / i t i i 11 I % sheet 9 of 16) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH ca N TRANSOM HEAD FRAME TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH #12 X 1— /4' S MS AT 12' O.C. MAX. ALTERNATE LOCATION FOR ANCHORS L v EXTERIOR FINISHES BY OTHERS 3/8" MAX. LOW BEARING SHIM OPERABLE DOOR WITH TRANSOM METAL STRUCTURE OR APPROVED MUUION (SEE SHEET 7 FOR SPEC) • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH 73 3/8" MAX. TRANSOM LEAF WIDTH 000R/TRA SOM WIDTH EXTERIOR D.LO. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Hon -No. 17-1115.01 Expiration Date 05/22/2023 By � Mlaegl-D roduet Control TRANSOM DETAILS WI I WI OF drawing no. W13-68 sheet not 16) EXIERKIR FINISHES BY OTHERS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH •' COACR6TE 1111 lilt FRAME HEIGHT ELITE LEAF HEIGHT �i 0m irlr WW1 MI 4,4 O v EXTEF / 8 15 0 • dONCRETE e EDGE GIST POURED & HARDENED HIGH STRENGTH GROUT Fo - 5000 PSI MN. rm.. BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE Lou) BEARING (SOUD SHIMS OPTIONAL TO GROUT) TYPICAL ANCHORS .. SEE ELEV._ FOR SPACING SEE CHART 1 FOR MN. LENGTH. EXTERIOR FINISHES BY OTHERS 3/8- MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MN. LENGTH 3/8- MAX LOAD BEARING SHIM . • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART STANn LO STATIONARY UNTfS FOR MN. LENGTH - (SINGLE 310ELRE) K NARROW SIDELITE EXTERIOR 0.LO. NARROW SIDEUTE LEAF WIDTH 39-3/8• MAX. STAND ALONE SIDELRE WIDTH WIDE SIDELITE a 18Y WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MN. LENGTH 3/8- MAX. LOAD BEARING SHIM EXTERIOR D.LO. WIDE SIDEDIE LEAF WIDTH 39-3/8• MAX. • • • • • •• • •••... • .•.••• • • • • • • • • • • TYPICAL •IHt:RD178• SEE ELEV.. • FOR SPRING. • SEE CHART FOR wry, r. • • • • . • • • • • METAL • • • STRUCNRE 1/4' MAX. STAND ALONE SIDELITE WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1115.01 SHIM SIDELITE DETAILS OF 0 19?te.I.94 OVAL T'V • 0 S 8 R 6 0 y4 1 drawing no. W13-68 shoot 11 of 16 ••.•.• •• • • • •.•.•• • • ••••• • • ••••♦ • • • • • • • •I • •••••• • ,• •••••• • ;• 0 DOOR/SIDELITE FRAME HEAD/SILL 4.000 100 TP. .437 CO TOP/BOTTOM RAIL 4.000 SW502) 6.000 9W537) 8.000 9W536) -1.900--W l51 BOTTOM RAIL .437 ,00 11P. .750 TRANSOM MULLION 4.040 2000 .078 .125 TYP. HINGE/LOCK STILE L .750 r () TRANSOM FRAME HEAD O FLUSH BOLT BLOCK I� 1.fl00�{ l J CHAIR RAIL .174 1.969 .084 2.021 u JAMB/MULL ADAPTER 8 LS o76r 1.070 11 SNAP COVER r2.040-1 2.000 .078 I, 7 +i 125J O SIDELITE SASH STILE 6 0 DOOR TRANSOM MULLION ADAPTER .655-1 1 1 1.365 1.000 INTERIOR GLASS STOPS .123-1r- EXTERIOR GLASS STOP 25 STEEL REINF. .170--I .056 2.118—I 1.059 JAMB SCREW COVER .299 10 DOUBLE DOOR ASTRAGAL .0lir 62 .0 2 415 36 THRESHOLD COVER -.102 .500 i l 4.000--�i Fes- OPTION #1 29 ADA THRESHOLD Q TRANSOM SCREW COVER 14 SINGLE DOOR ASTRAGAL 0 OPTION #2 ADA THRESHOLD • • • • • •• • . • • • • • • - • • .'. 000000 • • •• •• PRODUCT RE10 as complying witigthigtafatit Building Cod• NOA-No. 17!1115.0? Expiration Date 0:/22/1 ?2 B • • MIa-m* Wa oduet Control c 2 •••R • N •••f. N.9•, g. CV-1 • y ER �k V a 8 A 8 0 drawing no. W13-68 sheet 13 of 16 'LOCK OPTIONS 1 & 3 $TD. 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAP DERMAL 3 POINT LOCK ASSEMBLY (1.11805S) BY 'ADAMS RITE' WITH 4015 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 OPTION #3• LOCK ASSEMBLY (W5110-STACT8) 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 INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP 1 If 1/11 / / / // \ 4 \ \ \4 / / / // \\ \ \ \ \ {�, •T \\ 7 / } 1 /r I / ii�/ ( ACTIVE I; man N f1 ACTIVE 36-9/76" 36-9/16- LOOK OPTION 12 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF; EXPOSED FLUSH BOLTS (F8-1202-914) BY 'SUWVAH & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34" FROM TOP d 1 { 1 .. . /; / // / \ \ \ �1 / // / \ \ \ \ 1 \% 1 Y\ \ f/ / / A0TNN. NACTIVEV ACME 36-9/18" 38-9/16" LOCK OPTION 5 PANIC EXIT DFVICF (SVR) MAX. FRAME HEIGHT - 97-3/16 N. MAX. LEAF WIDTH = 36-9/16 N. MAX. DESIGN LOAD = 62 PSF ACTNE 4 INACITVF 1 EAT• SURFACE VERTICAL ROD PANIC CUT DEVICE BY 'JACKSON PANIC SYSTEM' 1.100EL 1275 LOCATED AT 38 FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WTTH () #2X 1/4" ESOCKET HEAD MACHINE SCREW (1)8 X3 TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4' SCREWS. ITEM / PART / P.M. DESCRIPTION MATERIAL M8NF./SUPPLIER/RZNARYS 1 SIW523 AS REGD. FRAME TRANSOM HEAD 6083-T8 ALTERNATE TO 2 2 SIW505 1 DOOR/SDELRE FRAME HEAD/SOL 6083-T6 - 2A SIW5051) 1 TRANSOM MUWON 6083-T6 - 3 SIW506 2/DOOR FRAME JAMB 8063-T6 - 4 SIW502 1/ LEAF DOOR TOP/BOTTOM RAIL 8063-T8 - 5 SW537 1/ LEAF DOOR BOTTOM RAIL (6") 8053-T6 • SEE SHEET 13 5.1 S14536 I/ LEAF DOOR BOTTOM RAIL (e') 6083-Te SEE SHEET 13 8 S141503 2/ LEAF INGE STLE/LOCK STILE 6063-T6 - 7 SIW507 2/ LEAF SIDEUTE SASH STILE 6063-T6 - 8 SIW542 AS READ. DOOR TRANSOM MUWCN ADAPTER . 6063-T6 - 9 51W511 AS RE00. SCREW COVER 6083-76 ' JAMB & TRANSOM 10 SIW509 AS READ. DOUSIE DOOR ASTRAGAL 6063-T6 - 10A SIW535 AS READ. SINGLE DOOR ASTRAGAL 6083-T6 - 11 SIW510 AS REGD. SCREW COVER 6063-T5 - 12 SIW512 AS READ. INTERIOR CLASS STOP 6063-T5 - 12A DWF-024 AS REGD. INTERIOR GLASS STOP 6063-T5 - 13 SIW513 AS REGO. EXTERIOR GLASS STOP 6063-T6 - 13A SIW533 AS READ. EXTERIOR GLASS STOP 6063-T6 - 14 SIW504 AS REGD. DOOR ,EMIR/MULL ADAPTER 6063-T6 - 15 1)016E - BULB WSTRIPPING VINYL CENTRAL PLUMS • • 16 U4513 - Q-LON W'STWPPING VINYL SCHLEGE7 • 17 5530 AS REGD. INTERIOR GLAZING CASKET (WROIIETER 7015) SNTTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REQ0. EXTERIOR GLAZING GASKET (DIAiOMETER 70t5) SANTOPRENE BY CENTRAL. PLASTICS 18 W23201NW0020 AS RQD. FINSEAL PILE WSTRIPPING - ULTRAFAB • • • • • • 20 /8 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4' FROM ENDS & 1L i 21 /8 X 1/2" AS REGD. GLASS STOP SCREWS SELF DRIWNO - • AT 8" FROM ENDS 6•15" O.C. . 22 /12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT 8" FROM ENDS & P7•SC• MAX. 24 S044HD 4/LEAF BUR HINGES ST. STEEL OELTANA • • • • • • 25 - AS REGD. MUWON REINFORCING STEEL - • • 26 /12 X 4- 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS • • • 27 /12 X 2' AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 28 /12 X 1/2" AS REGD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS j 29 20305 AS READ. ADA TIWFSFIOLD OPTION /1 6063-T6 • - 30 08019AV36 AS REGD. DOOR BOTTOM SWEEP ALUM NYL 6Y CRL • • • • 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 si - • • • 32 /2 - FLUSH TSOLTS - SULINAN & ASSOC. 34 SIW539 - 2' CHAIR RAIL 6063-T8 - 35 SIW546 1 ADA THRESHOLD OPTION /2 6063-T6 - 36 SIW547 I THRESHOLD COVER 6063-T6 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. BINGES: 4' X 4" ST. STEEL BUTT 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 SRLE USING (4) 112 X 1' FH MS 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1115.01 expiration oate ! 5/22/2023 By In ro act on re 4`u, Z� g � 1 oFESO 3 rI z 6. U •f•% • N• !It ••� VM •-• •J_0• • Nic o> M 6 = o z 11. (nmLJ- 1 • o C (55 u v 2 1�5 8 F • 88 L 0 4 m 0 c a 8 drawing no. W13-68 (sheet 14 of 16 TRANSOM TOP CORNER DOOR/SIDELITE FRAME TOP CORNER TRANSOM MUWON CORNER DOOR/SIDELITF FRAME BOTTOM CORNER • • •• • ADA THRESHOLD CORNER • • • • • • OPTION ill • •••••• 6" X 1-7/8" X 1/8" PLUM ANGLE • 1-1/4" WIDE ADA THRESHOLD CORNER OPTION f 1 1p1 a I11 PRODUCT REVISED as complyhtg with the Florida Building Code NOA-No. 17-1115.01 Expiration Date 05/22/2023 BY induct Control drawing no. W13-68 sheet 15 of 16 •••••• • • • 000000 •••••• • • ••••• • • ••••• •••••• • • • ACCESS HOLE DOOR TOP CORNER ST. STEEL WASHER 2" X 1.2' X .16' ALUM PLATE 3/8 THREADED ROD 3/8" NUT DOOR BOTTOM CORNER ACCESS HOLE CHAIR RAIL CORNER • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • PRODUCT REVISED running with tho Florida Bunning Code NOA-No. 17-1115.01 Expiration Oat* 05/22/2023 By MI Bwd roduet Control • • in re esA igmg v O • 8 S e 8 g drawing no. W13-68 (!heet_i6jof is) y• • •••r•• • • • • • • • • •••••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SINS/ Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 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 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 the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Pro 1 4, Control Section that this product or material fails to meet the requirements of the applicable building cdt1, • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.¢ovleconomy This product is approved as described herein, and has been designed to comply wifh Xhe F1orida.Building (DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. JI Code, including the High Velocity Hurricane Zone. • • •••• •••. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube M UliAtfs", shtets.l'througll • • • 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared 'by:M•Farooq Cozporatiost,:.. • signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prod>1et Control Revision stamp • • : with the Notice of Acceptance number and expiration date by the Miami —Dar C,dlnty Product Control • Section. • . . • 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 and renews NOA No. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • .. ••• • • • • MIAMI-DADE COUNTY APPROVED NOA No. 17-0717.02 Expiration Date: November 21, 2022 L pproval Date: August 24, 2017/ Page 1 • SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115, dated 04/09/07, both signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. . • .•.. 00110 .. . • . . •. • • • 2) Uniform Static Air Pressure Test, Loading px l3C, TAS 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 • • ...... 4) Forced Entry Test, per FBC 2411.3.2.1, and 'MS 202-9'r •: • • along with marked -up drawings and installation diagram of Seisies:100 ritdle:#single. ..•. hung windows, prepared by Hurricane Engineering & Testing, .1x„ Test Report No. • • HETI-07-4108, dated 03/26/07, signed and sealed by Rafael S. D'roi-Seda,•P,.t, (Submitted under NOA No. 07-1016.06) • .. . .. • . . • .. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E--1 Manuel ' P.E. Product Contr .miner NOA No. 0717.02 Expiration Date: November 21, 2022 Approval Date: SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and expiring on 11/21/17. •••• •• •..• . .• . . •. . •• • .• . •• . .... • •••. • • • •..• . • .... • . • • • • . . .• • . • • • •• . • . . a/NeULO i s Manuel P P.E. Product ContrI finer NOA No.-1717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 E-2 • .• • • • • • 000 • • • 01110 •• •• • • • •• •• • • • • •• • • • • • ••• . • • • •• •• •• • • •• • • AL ••• • •• •• • • ••• TUBE MUWON SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY 1r '1 ij NI IL WINDOW FRAME -SEE SEPARATE NOA FOR CAPACITY TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY TUBE MUWON SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY DOOR FRAME SEE SEPARATE NOA FOR CAPACITY • • -T-�,T1tTl•--•-�' •illl i••• I• I I•I • •I. • I �II I • I --J rf� • • • RECTANGULAR ALUMINUM TUBE MULLIONS • *NAP 1 RAME • i • • • USING MULLION PROPERTIES ONLY �• !EE S ARATr NOA • • • FOR C ACITY • •• •• MULLION STSILM IS RATED FOR LARGE MISSILE IMPACT. •• • • • • • • • SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE STJIEM. • •• ••• •• ____] LJ - ��U�• • TOSE IUUAN•• • 1�-- I'• r • SI& SREtl 2 ON SIZES • I == •I • • • •• AND SREEI! 3 3 1 • • • • •OR CAPACRY • • i • • D00R FRAME SEE SEPARATE NOA FOR CAPACITY MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AID SPACING THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MMZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD RUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. 11LE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION N ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP z USE GLAZING PRODUCT CONNECTION TO MULLION AS AS PER PRODUCT APPROVAL STEP USING CHARTS ON SHEET 3 & 3.1 SELECT MUWON SIZE 4 WITH DESIGN RATING MORE TWW DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS STEP 5 ON SHEETS 4 TNRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED es complying with the Florida (WI. Acceptance No 1 -tl Expiration Dale By M i ade Pmduct li;7xx`111UU1UNNYY7Vi M4L9p'', ;S/O :At ` ••• il11 4LN 1n Z 0 MINUM TUBE MUL 0 0 5 5 C drawing no. M07-04 sheet 1 0118, 11.000r l T � 3.000 .123 LITYP. L - Ix ..9502 IN\4 Sx - .8335 IN\3 1 )731, STD. MULLION, 6063-T6 4.000 .125 Iz = 2.0374 IN\4 Sz = 1.0187 IN\3 1 X 4 STD. MULUON 6063-T6 4.000 .375 .125 375 Ix = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULUON 6063-76 • • ..• . . • .•• .• •• . • • •• .. • • . . •• • • • • • • .•• . • • •. •• •. • •• • . • ... • - • . • . • , 1.250 • • • •• • • • . 4.500 • •• • • • • • cp •4 •. • • • Ix = 4.2421 IN\4 Sx = 1.8854 IN\3 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 r-2.000- 4.000 .125 TYP. IY - 2.9762 IN\4 Sx = 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 2.000 -={ 4.000 .250 TYP. Ix = 5.3073 IN\4 Sx - 2.6536 IN\3 2 X 4 HEAVY MULUON 6063-T6 6.000 r- 2.000 -={ Iz = 6.2757 IN\4 Sz = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 r__2.000-1 .250 TYP. 6.000 Iz = 15.2031 IN\4 Sz = 5.0677 IN\3 2 X 6 HEAVY MUWON 6083-T8 • •• • • • • • • • • 4.000 •• • • . • •. • • • 4.000 • • •� • • • • • • • 6.000 • • • .125 TYP. Ix = 4.8538 IN\4 Sx = 2.4269 IN\3 4 X 4 STD. MULUON 6063-76 6.000 Ix = 16.9059 IN\4 Sx = 5.6353 IN\3 6 X 6 STD. MULLION 6063-T6 .690 .125 L- 3.750 NOTCH OPTIONAL MULLION CLIP (6063-T6) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO 18Y TUBE MUWONS. 1/2- MIN. r1.890 � .125-- 11 2.500 1.030 r NOTCH 3.750 -I OPTIONAL MULLION CUP (6063-T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 28Y TUBE MULLIONS. j-2.000-= 8.000 Ix = 17.4502 N \ 4 Sx = 4.3625 In\3 2 X 8 STD. MULLION 6063-T6 8.000 8.000 Is - 40.7080 IN\4 Sx - 10.1770 IN\3 8 X 8 STD. MUWON 6063-76 (a4"u ALUMINUM TUBE MULLIONS 0 0 0 0 3 7 NOTCH OPTIONAL f.125 2.000 LI f-2.000-1 ANGLE CUP 6063-T6 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED as complying with the Florida Building Code `-O^'n'0 2 Axgfmnc No / ! � Expiration Drat '(pine YY - 0 0 8 8 8 8 6 3t drawing no. M07-04 sheet 2 of 18) • • • • • • • • • • • •• •• • • • •• •• • • • • •• • • • • • • • •• •••• • . • • • • • •• • • - • •.• • • • • • • • • DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. 1 X 8 1 X 4 WIDTH (W)MULL SPAN STD. STD. 19-l/8' 26-1/2" 30' 37' 42' 48' 54' 60' 68' 72' 19-1/8" 26-1/2' 30" 37" 42' 48' 54' 60' 66' 72' 19-1/8" 28-1/2' 30" 37. 42' 48' 54" 60' 68' 72' 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 68' 72' 19-1/8' 26-1/2" 30' 37' 42' 48' 54' 60' 86' 72" 38-3/8" 50-5/8' 63' 74-1 /4' 78' 130.0 130.0 130.0 130.0 130.0 130.0 127.8 115.0 104.5 95.8 130.0 130.0 130.0 105.7 93.1 81.5 72.4 65.2 59.3 54.3 123.3 130.0 130.0 130.0 130.0 130.0 130.0 1 I 4 CUSTOM 130.0 130.0 130.0 130.0 130.0 130.0 1-1/4 x 4-1/2 CUSTOM 130.0 130.0 130.0 130.0 130.0 130.0 2 X 4 STD. 130.0 130.0 130.0 130.0 130.0 130.0 2 X 4 HEAVY 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.6 114.3 102.9 93.5 I 85.7 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 89.0 130.0 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 63.7 56.1 49.1 43.7 39.3 35.7 32.8 75.3 54.4 48.0 38.9 34.3 30.0 26.7 24.0 21.8 20.0 65.0 46.9 41.4 33.8 29.6 25.9 23.0 20.7 106.2 130.0 130.0 130.0 130.0 93.5 81.8 72.7 65.5 59.5 54.6 130.0 105.4 93.1 130,0 124.0 110.2 99.2 90.2 82.7 130.0 130.0 130.0 130.0 130.0 130.0 118.8 108.0 99.0 130.0 130.0 130.0 130.0 1227 109.1 98.2 69.2 81.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 75.5 66.5 58.2 51.7 46.8 A2.3 38.8 130.0 95.2 84.1 114.1 100.5 87.9 78.1 70.3 63.9 58.6 130.0 130.0 126.8 130.0 120.4 105.4 93.7 84.3 76.6 70.3 130.0 130.0 130.0 113.5 100.0 87.5 77.8 70.0 83.8 58.3 130.0 130.0 126.5 130.0 130.0 130.0 130.0 122.2 111.1 101.9 130.0 130.0 130.0 65.2 60.1 52.5 48.7 420 38.2 102.8 90.6 79.3 70.5 63.4 57.7 123.3 108.6 95.1 84.5 78.1 89.1 102.6 90.3 79.1 70.3 83.2 57.5 130.0 130.0 130.0 122.8 110.4 100.3 35.0 529 63.4 52.7 92.0 WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 80' 66' 72' 19-1/8' 26-1/2' 30' 37' 42" 48' 54' so- 66- 72' 19-1/8' 26-1/2- 30' 37' 42' 48' 54' 60' 68' 72" 19-1/8' 26-1/2" 30" 37' 42" 48" 54" 60" 66" 72' 19-1/8' 26-1/2' 30' 37' 42" 48" 54" 60' 66" 72" 84" 96' 108 120' 132' 1 X 3 STD. 520 37.5 33.2 1x y 1.5• 10.5• • 71.1 Astrit 1-1/4 4-1/ cipT0 W0.00 130.0• 9• 130.0• 108.5 130.0 %ems, 110.0 103.9 X 4 y81VY8 •130.0 • •1 49.0 130.0 26.9 57.7 86.0 105.6 84.2 130.0 23.7 50.8 77.5 03.0 74.2 130.0 20.7 34.8 44.4 39.5 • 35.6 323 29.8 " 74.7 • W.8• S.4 60.3 N.4� W.3 • 41.3 • •45.2 • 116.9 9L.1 9 i'2 4 54.3 130.0 •94,9 • • 5119 • 96�2)..6� 1 4 .2 • �'i`J 43.3 77.2 53.7 1158 • 104.9 109.1 130.0 25.1 53.9 84.4 111.4 78.8 130.0 22.2 47.6 74.5 98.4 89.6 124.1 38.6 60.4 79.8 56.4 100.6 34.0 53.2 70.3 49.7 88.6 29.8 46.6 61.5 43.5 77.6 26.5 41.4 64.7 38.7 68.9 23.8 37.3 49.2 34.8 62.0 21.7 33.9 44.7 31.6 56.4 245 525 31.1 82.1 41.0 109.3 29.0 51.7 78.7 130.0 37.9 50.3 78.9 55.3 98.7 33.5 52.3 89.7 48.9 87.1 27.1 42.4 56.5 39.6 70.7 23.9 37.4 49.8 34.9 62.2 20.9 32.7 43.5 30.5 54.5 29.1 38.7 27.1 48.4 262 34.8 24.4 43.6 23.8 31.7 222 39.6 38.3 21.8 59.9 29.0 79.7 20.4 36.3 55.9 99.7 27.6 432 57.5 40.3 71.9 24.4 38.2 50.8 35.6 63.5 30.9 41.2 28.9 51.5 27.3 38.3 25.4 45.4 23.8 31.7 22.3 39.7 212 28.2 35.3 23.4 31.8 23.1 2119 28.7 45.0 21.2 59.8 420 28.5 74.9 20.7 32.5 43.2 30.3 54.0 28.7 38.2 232 30.9 205 27.3 34.1 23.5 21.2 26.5 23.9 21.7 ALL LOADS ARE EXT.(+)/iNT.(-). 19-1/8' 28-1/2" 30- 37' 42' 48' 54' 144' 22.1 34.8 46.1 32.3 57.7 25.0 33.3 23.3 41.6 22.1 20.6 16.8 23.8 29.8 21.0 26.3 23.0 20.4 • • ARC/46 TO BE INSCRIBED INSIDE RECTANGULAR S11APE GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT 0 W2 HORIZONTAL MULLION PROOUCT GLAZING PRODUCT GLAZING PRODUCT IAULLION SPAN TYPICAL MULLION ARRANGEMENTS 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS THESE MULUONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED as complying with tt* Florida Building out- et. 0,117 02 AcceptArze Mo. Miami 7. 0111111114 0 gl agglg op- oaiE <614 23°: :96:- 1 -k:111 2 8 zi M07-04 (sheet 3 of 18) • • ••• •• •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • •• •• • • • • • • • a • • • • • • � Il o n DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) ARCHES TO BE INSCRIBED RECTANGULAR SHAPE HORIZONTAL MULLION VW00W DIMS. 4 X 4 2 X 8 2 X 8 2 X 8 8 X 8 8 X 8 WINDOW DIMS. 4 X 4 2X6 2X6 2 X 8 B X 6 B X 8 ASIDE WIDIN (W) MULL SPAN STD. STD. HEAVY STD. STD. STD. WIDTH (W) MULL SPN4 STD. S•). HEAVY STD. *STD. *STD. • • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 254-5 00 FAX. (305) 262.5978 o 19-l/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/e' 130.0 9g0.4 1.0.0• 130.0• 1 .0 �30.0 • • • • • • VERTICAL _�1 26-1/Y 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 130.0 �50.0 1 1,0.0•• 1 d30.0 • • • '- MUWON 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 130.0 1 j0.0• . 140.00 130.00 .0 11110 •3.•0.0 • • • • • • • z 37- 130.0 130.0 130.0 130.0 130.0 130.0 37" 130.0 13(R7 130� 130.0 130.0 • 13p.0 • GLAZING GLAZING o 3 I 42' 130.0 130.0 130.0 130.0 130.0 130.0 42" 121.0 130.0 130.0 130.0 130.0 130.0 PRODUCT PRODUCT D 1/33 46• 38-3 e' / 130.0 130.0 130.0 130.0 130.0 130.0 48" �, 105.9 121.8 130.0 130.0 130.0 130.0 GLAZING GLAZING 54" 130.0 130.0 130.0 130/3 130.0 130.0 54" 94.1 108.3 '1;0.0 • 1Q.0 o30.0 • `30.o • • • • • PRODUCT PRODUCT 60• 130.0 130.0 130.0 130.0 130.0 130.0 60' 84.7 97.4 • 130.0 a 1MI.0 • 1319.0 • 13110 • • • 66' 130.0 130.0 130.0 130.0 130.0 130.0 66' 77.0 88.6 0130.0 •1�1.0 ii.D Igo : • • 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 70.6 81.2 1 l.0 1311.6 • 1311.0 • 13810 8 • W1 W2 MULLION SPAN 19-1/6' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 130.0 130.0 6 130.0 • IA.0 t30.0 4 136.0 • • • • • 1- 26-1 /2" 130.0 130.0 130.0 130.0 1130.0 130.0 26-1 /2' 128.5 130.0 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30" 113.5 130.0 130.0 130.0 130.0 130.0 TYPICAL MULLION ARRANGEMENTS 37' 130.0 130.0 130.0 130.0 130.0 130.0 37" 920 119.6 130.0 130.0 130.0 130.0 42" 130.0 130.0 130.0 130.0 130.0 130.0 42' 61.1 105.3 130.0 130.0 130.0 130.0 48" 50-5/8" 130.0 130.0 130.0 130.0 130.0 130.0 46" 96' 70.9 92.2 130.0 130.0 130.0 130.0 W1 + W2 WIDTH (W) - 2 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 53.0 81.9 130.0 125.4 130.0 130.0 ALUMINUM TUBE MULLIONS SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 TAX. (561) 274-9262 60' 130.0 130.0 130.0 130.0 130.0 130.0 60' 58.7 73.7 130.0 112.9 130.0 130.0 66' 130.0 130.0 130.0 130.0 130.0 130.0 e6" 51.6 67.0 119.0 102.6 130.0 130.0 72' 130.0 130.0 130.0 130.0 130.0 130.0 72- 47.3 61.4 109.1 94.1 130.0 130.0 NOTE: 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 125.0 130.0 130.0 130.0 130.0 130.0 MUWONS RATED IN THESE CHARTS MAY BE ORIENTED 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 90.2 130.0 130.0 130.0 130.0 130.0 VERTICALLY OR HORIZONTALLY. BETWEEN WIDTHS ALLOWED) 30" 130.0 130.0 130.0 130.0 130.0 130.0 30" 79.7 115.2 130.0 130.0 130.0 130.0 (INTERPOLATION 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 64.6 93.4 130.0 130.0 130.0 130.0 42" 130.0 130.0 130.0 130.0 130.0 130.0 42' 56.9 82.3 130.0 125.7 130.0 130.0 48' 63 130.0 130.0 130.0 130.0 130.0 130.0 48• 108' 49.8 72.0 127.6 110.0 130.0 130.0 54" 130.0 130.0 130.0 130.0 130.0 130.0 54" 443 64.0 113.4 97.8 130.0 130.0 60' 130.0 130.0 130.0 130.0 130.0 130.0 80' 39.9 57.6 102.1 88.0 122.9 130.0 68" 130.0 130.0 130.0 130.0 130.0 130.0 66' 362 524 92.8 I 80.0 111.8 130.0 72' 130.0 130.0 130.0 130.0 130.0 130.0 72" 332 48.0 85.0 73.3 102.4 130.0 19-1/8" 130.0 130.0 130.0 130.0 130.0 130.0 19-1/e' 91.1 130.0 130D 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 65.8 104.6 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 58.1 924 130.0 130.0 130.0 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 47.1 74.9 130.0 114.1 130.0 130.01111 �"„' 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 41.5 66.0 116.6 100.5 130.0 130.0 48" 74-1/ 4' 130.0 130.0 130.0 130.0 130.0 130.0 48" 120' 36.3 57.7 102.0 8&0 1235 130.0 54' 129.0 130.0 130.0 130.0 130.0 130.0 54" 323 51.3 90.7 78.2 109.8 130.0 9? 116.1 125.9 130.0 130.0 130.0 130.0 60' 29.1 46.2 81.6 70.4 98.8 130.0 66" 105.8 114.5 130.0 130.0 130.0 130.0 66' 26.4 42.0 74.2 64.0 89.8 130.0 72' 96.6 105.0 130.0 130.0 130.0 130.0 72' 24.2 38.5 68.0 58.6 82.3 130.0 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 685 116.7 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 49.4 84.3 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30" 43.7 74.4 130.0 114.9 130.0 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 35.4 60.3 108.0 93.2 123.3 130.0 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 31.2 53.2 95.1 82.1 108.8 130.0 E'�'m' 8, •©• 48' 76' 130.0 130.0 130.0 130.0 130.0 130.0 45" 132• 27.3 46.5 83.3 71.8 95.0 130.0 THESE MULLIONS CAN ONLY BE USED WITH 54' 116.6 126.3 130.0 130.0 130.0 130.0 54' 24.3 413 74.0 63.6 84.5 130.0 SIW GLAZING PRODUCTS 60' 105.0 113.7 130.0 130.0 130.0 130.0 60' 21.8 37.2 68.6 57.4 76.0 130.0 66" 95.4 103.4 130.0 130.0 130.0 130.0 66' - 33.8 60.5 52.2 69.1 130.0 1\Illlll/f �i;'. L;;i \\\1 /// '- p i o \ § .- 3 h 72' 87.5 94.7 1300 130.0 130.0 130.0 72' - 31.0 55.5 47.9 63.4 120.4 MULLIONS = � - - .\_p.iP9,AM�A //i, 19-1/8' 52.7 89.9 130.0 130.0 130.0 130.0 PRODUCT REVISED � Y: •• ".. /i 26-1/2" 38.1 84.9 119.2 108.0 130.0 130.0 es cern/dying with Mc Florida 30' 33.8 57.3 105.3 95.4 117.1 130.0 BuildCode g - hlp .. 37' 144' 27.3 48.5 85.4 77.3 95.0 130.0 Doe Y. : '� 'k _ 42' 24.0 40.9 75.2 88.1 83.7 130.0 no. T 48' 21.0 35.8 65.8 59.6 73.2 130.0 Mawing 54' - 31.8 585 53.0 65.1 130.007-04 JBy .ALL LOADS ARE EXT.(+)/INT.(-). /// sheet 3.lof18 • 3• MIN. 2 X 2 X 1/6' ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE 114 SMS 2 PER ANGLE MUWON TRIM LEG AS RECD. _=I IF 1/2 21111e, HOLLOW/n D BLOCK 111 CONCREJE MAX. ALTERNATE ANCHOR LOCATION MULLION 3/8• MIN. • • 000 • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• • ••• •• • •• • • •• • • • • • • • ••• • • • • ••• FLOATING CUP • • • • • 18 • • • • • • • • • '} 5• • • • • TYPICAL AN[HORS• i • • • • • • 2 PER CUP• • • • • • Q� ••• ••• 3• MIN G • • •• • J \� • MULLION• • • • !o 'J`` ss 1/2 MAX 1I v OLLow/AEfiELLED BLOCK / MULLION TYPICAL ANCHORS TYPE 'W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED) m complying woh We Florida Building Code Aoceptence No hl Date �P• VCENBf� • 1®NAL z hq� b • 0. Oi ,'a § 044E3 4 . . arag, ALUMINUM TUBE MULLIONS N N O 1 d n N 0, _1 �nales N o PA ZLn- w a, re m uz< 1 aom " }m J 1nrn0 W 1 v° R 8 5 0 8 8 B fi 8 0 4.3 CI s drawing no. M07-04 sheet 4 of 18 2 X 2 X 1/8• ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE 414 SUS 2 PER ANGLE ALTERNATE ANCHOR LOCATION MULLION LLOW/FlLLED BLOCK CONCRETE RUCTURE • •• • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• • • • • • •• •• • • • • • FLOATING CUP • • • • • T'AL ANC • • • 2 P6ji CUP• • • • • • • • • • • • • • • • • • • • • •• • •• • SMULLON • • • • • 1/2• uO 11- CON;REEF ,. TYPICAL ANCHORS TYPE `B2', C2', 'M2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES MAX. MULLION OLCOW/FlLLED BLOCK CONCRETE STRUCTURE TYPICAL ANCHORS 2 PER CUP THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS ' !• L O a J PRODUCT REVISED." as complying with die Florida Building Acceptance No •0 1 •0 Dade t C ``t11III I III I, rw. 7 LC 11111111�t u ALUMINUM TUBE MULLIONS c ggAg 132121 0 m 3 n' • g 8 8 o , 2 drawing no. M07-04 (shoat 5 of 18) • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• • • •• ••• •• • • • • • • • . . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF • �LEAD•CAPACTFY , PS' WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19-1/8" 26-1/2' 30' 37" 42" 48' 54" 60' 66' 72' MULL SPAN 38-3/8" W2 130.0 B2 117.7 C2 130.0 M2 130.0 130.0 85.0 130.0 130.0 129.1 75.0 130.0 130.0 104.7 60.9 130.0 130.0 92.2 53.6 119.4 130.0 80.7 46.9 104.4 122.1 71.7 41.7 92.8 108.5 64.5 37.5 83.6 97.7 58.7 34.1 76.0 88.8 53.8 31.3 69.6 81.4 WIDTH (W) 19-1/8' 26-1/2' 30" 37" 42" 48' 54' 60' 66' 72' MULL SPAN 78' W2 99.6 B2 57.0 C2 129.0 71.9 41.8 93.1• 63.5 51.5 36.9 29.9 82.2: 66.7 45.4 26.4 58.7 39.7 23.1 51.4 •77.9 68.7 60.1 35.3 31.8 20.5 45.7 41.1 28.9 37.4 26.5 34.3 19-1/8" 26-1/2' 30" 37' 42" 48' 54- 66" 72' 50-5/8" 130.0 89.2 130.0 130.0 110.8 84.4 130.0 130.0 97.8 56.9 126.7 130.0 79.3 46.1 1027 120.1 69.9 40.6 90.5 105.8 61.2 35.6 79.2 92.6 54.4 31.6 70.4 82.3 48.9 28.4 63.3 74.1 44.5 25.9 57.6 67.3 40.8 23.7 52.8 61.7 19-1/8' 26-1/2' 30' 37" 42" 48' 54" 60' 66' 72' 84" 92.5 66.8 59.0 53.8 38.8 34.3 119.8 86.4 76.3 47.8 27.8 61.9 42.1 36.9 32.8 24.5 21.4 54.5 47.7 42.4 29.5 38.2 26.8 34.7 24.6 - 31.8 19-1/8" 26-1/2" 30" 37' 42" 48' 54- 60" 66' 72' 63' 123.3 71.7 130.0 130.0 89.0 51.8 115.2 130.0 78.6 45.7 101.8 119.0 63.8 37.1 82.5 96.5 58.2 32.7 72.7 85.0 49.1 28.6 63.6 74.4 43.7 25.4 58.6 66.1 39.3 22.9 50.9 59.5 35.7 20.8 46.3 54.1 32.8 42.4 49.6 19-1/8' 28-1/2' 30' 37" 42" 48' 54" 60• 66' 72' 96' 80.9 47.1 104.8 58.4 34.0 75.6 51.6 30.0 86.8 41.8 24.3 54.2 36.9 21.4 47.7 32.3 41.8 28.7 37.1 25.8 33.4 23S 30.4 21.5 27.8 19-1/8" 26-1/2" 30' 37" 42" 48' 54" 60' 66" 72' 74-1/4" 104.7 60.8 130.0 130.0 75.5 43.9 97.8 114.3 66.7 38.8 86.4 101.0 54.1 31.4 70.0 81.9 47.7 27.7 61.7 72.1 41.7 24.2 54.0 63.1 37.1 21.5 48.0 56.1 33.4 43.2 50.5 30.3 39.3 45.9 27.8 36.0 42.1 19-1/8" 26-1/2" 30' 37' 42' 48" 54' 60' 66' 72" 108' 71.9 41.8 93.1 51.9 30.2 67.2 45.9 26.7 59.4 37.2 21.6 48.1 32.8 42.4 28.7 37.1 25.5 33.0 22.9 20.8 29.7 27.0 24.7 5344 48.1 43.7• 40.1 • 1Too 101.0 89.3 72.4 63.8 55.8 49.6 44.8 40.6 37.2 122.5 88.4 78.1 63.3 55.8 48.8 43.4 39.1 35.5 32.5 108.9 78.6 69.4 56.3 49.6 43.4 38.6 34.7 31.6 28.8 ALL LOADS ARE EXT.(+)/NT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL 0R JAMB ENDS. SEE SHEEIS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) MULL SPAN iv- 1/8• • • • • . 26-1/2" • • • 30. • • • • . 37" • • 42" 120" 48' •54; . •• • 60• • • • •g61 • • • • 724 • • • • W2 64.8 46.2i B2 C2 OP VI. 274W 160.1 M2 98.0 70.7 41.3 •33.5 24` 51.4 •-• •' 43.3 62.5 50.7 29.5 - 38.2 44.6 25.8 - 33.4 39.1 22.% 4¢O.6 a_ • -• - • • _ •2.9.7 26.7 •2‘.3 21.3 34.7 31.2 28.4 28.0 TYPICAL ANCHORS' 1/4" DL4 ULTRACON BY 'ELCO' (Fu-177 KS1, Fy-155 KS) W2: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W2• THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 82: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE ib-17e 26-1/2" 30' 37' 42- 48' 54' 60" 66' 72" • • 132' •se.J •S4.2• •76.2 89.1 42S 24.7 55.0 64.3 37s I 21.8 48.6 56.8 30.4 39.4 46.1 26.8 . - 34.7 40.6 23.5 - 30.4 35.5 20.8 27.0 31.6 24.3 28.4 22.1 25.8 20.2 23.7 19-1/8" 26-1/2' 30- 37- 42' 48' 54" 60' 66' 144" 54.0 31.4 69.9 81.7 38.9 22.6 50.4 58.9 34.4 20.0 44.5 52.1 27.9 36.1 42.2 24.8 31.8 37.2 21.5 27.8 32.5 24.7 28.9 22.3 26.0 20.2 23.7 1/4" DNA. TEKS OR SELF -DRILLING 'SCREWS (GRADE 5 CRS) M2: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c • 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN. MULLIONMUMULLIONMU ANCHORS C Al✓CNORS 0 HORIZONTAL MUWON ARCHES 70 BE INSCRIBED INSIDE RECTANGULAR SHAPE ---- GLAZING PRODUCT .....1 : 3 GLAZING PRODUCT cHOR \ AIL 11 GLAZING PRODUCT LMUWON ANCHORS 3 MULUON SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (W) - W1 + w2 2 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT RIWLSED rnmptying with the Florida Budding Code Acceptance No .0 Date Mi 11111111111//j7 A OF 3 m 0 . . n Z q / F " 3 D:6O4 Moe' , 8P 8105 o a cci222« LLzN- a SI ALUMINUM TUBE MULLIONS a 0 D 8 R 6 0 C e E drawing no. M07-04 sheet 6 of 18 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1/2" 2" MIN. 2 PER ANGLE MIN. 3" MN. #14 SMS 2 PER ANGLE MULUON— TRIM LEG AS READ. ALTERNATE ANCHOR LOCATION • • ••S • • • 000 60 *0 • •• • 00 00 • ••• • • • • • 3/8" 3" MIN. MIN. TYPICAL ANCHORS TYPE 1T4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACRIES MULLION THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED m eanplying with Qw Florida BuiIdmg Code Aocgneece No 1 • Dam drawing no. M07-04 (sheet 7 of 18 2 X 2 X t/8' ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE 74 SMS 2 ANGLE TRIM LEG AS REQD. • • ••• • • • ••• • •• •• • •• •• •• • • • •• •• • • •• • •• • • •• • • •• ••• •• • •• • •• • • • • • • • • • ••• • • • • ••• FLOATING CUP 2'•MIN. • • • nit& ANCHO • • • 4 • • • • ••• X • 1/2" I, • • • • t/2• (' MAX OLLOW/FILLED BLOCK HOLLOW/FILLED BLOCK CONCRETE CONCRETE STRUCTURE MSTRUCTURE ALTERNATE ANCHOR LOCATION MULLION • • •• • • •• • •• • wuuioN • TYPICAL ANCHORS TYPE 1B4-2', 'C4-2', 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACTIES THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED m complying with the Florida Buildioa Code Accept oce No / Ica Dote O_ .r.. -- 'Non ILL" ALUMINUM TUBE MULLIONS 0 5 0 c u v 4 a 0 g 8 g ac drawing no. M07-04 (sheet 8 of 18 1/2' MIN. 2' MIN 0 0 6' MIN. 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE 2 P A 14 NGLE SMS i MULLION 1/2' pr 1 Jr MAX. TRIM LEG AS REDO. ALTERNATE ANCHOR LOCATION MULLION • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • •• •• •• • •• •• • • • • ••• • • • • ••• • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• ••• • • •• • • • •• ••♦• • • • • • • • • • •• • • • • • • • • • • ALLOW/FlLLED BLOCK CONCRETE STRUCTURE TYPICAL ANCHORS TYPE '134-2'. `C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES THESE MUWONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED Implying with the Florida Building Code Acceptance Ne 1 f 1 Eapi .. .. Dale,•I2 Mi � „ �,�:( 11111111111 „,•`\1j1I Na 70592 #ll E\\`, 11111111 03414u orb b: hg i n a 4i RtR mol 814 ggoo� a Q gz ALUMINUM TUBE MULLIONS 0 z 7 O 2 °c 0 8 8 Ai fi drawing no. M07-04 sheet 9 of 18 • • • • • • • • • • • •• • •• • •• •• • • • •• • • •• • • •• • •• • • • • • • • • • •_ • • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF lit IG11 L(iI1D LIAPACI7'4 -•P�1� WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19-1/8" 26-1/2" 30' 37" 42' 48" 54" 60" 66" 72" 19-1/8' 26-1/2' 30" 37" 42" 48" 54" 60' 66' 72" MULL SPAN 38-3/8" 50-5/8' W4-2 130.0 B4-2 130.0 C4-2 130.0 M4-2 130.0 130.0 130.0 130.0 130.0 130.0 117.1 130.0 130.0 130.0 94.9 130.0 130.0 130.0 83.6 130.0 130.0 130.0 73.2 130.0 130.0 130.0 65.0 124.0 130.0 129.1 58.5 111.6 130.0 117.3 53.2 101.4 130.0 107.6 130.0 48.8 130.0 93.0 130.0 130.0 130.0 130.0 100.5 130.0 130.0 130.0 88.7 130.0 130.0 130.0 72.0 130.0 130.0 130.0 63.4 120.8 130.0 122.3 55.5 105.7 130.0 108.7 49.3 94.0 130.0 97.8 44.4 84.6 130.0 89.0 40.3 76.9 130.0 81.5 37.0 70.5 123.4 WIDTH (W) 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 19-1/8' 26-1/2" 30' 37" 42' 48" 54' 60' 66" 72" MULL SPAN W4-2 B4-2 C4-2 78" 84" 130.0 130.0 127.0 103.0 90.7 79.4 70.6 63.5 90.4 65.2 57.8 46.7 41.1 36.0 32.0 28.8 M4-2 130.0 .1340 124.3 109.8 :13:0 89.0 78.4 68.6 81.0 54.9 49.9 57.7 26.2 52.9 24.0 45.7 •13610 150.0 130.0 120.2 130.0 83.9 130.0 • 106.6m 901 87.4 80.1 • A • 13t&tt• 130.0 60.5 115.4 130.0 117.9 53.5 101.9 130.0 95.6 43.4 82.7 130.0 84.2 38.2 72.8 127.5 73.7 33.4 63.7 111.6 65.5 29.7 56.6 99.2 59.0 26.7 51.0 89.3 53.6 24.3 46.3 81.1 49.1 22.3 42.5 74.4 WIDTH (1Y) '19 1/8" •6-1/a" :0" • 42" 48" •54'• 40"• • •72'• 26-1/2" 30" 37" 42' ae' 54' so- 66' 72' MULL SPAN W4-2 • • • •129.5 • • • • •• • • 120" • • • • • • • • • • • • • • • ■ 132" B4-2 511 C4-2 M4-2 111,P4130.0 • 93.50 42.49 80.80 130.0 82.6 37.: 71♦4 • 66.9 3•.• • 57.9• 59.0 26.7 51.0 51.6 23.4 44.6 • 45.9�.2�.8 49.6 •1.3• - • 25.0 101.3 89.3 78.1 69.4 35.7 62.5 3a.4 56.8 29 7 52.1 • l7.5� • - M.4• 117.7" •53.4 • It)1.8 130.0 85.0 38.5 73.4 128.6 75.1 34.0 64.9 113.6 60.9 27.6 52.6 92.1 53.6 24.3 46.3 81.1 46.9 21.3 40.5 71.0 41.7 38.0 63.1 37.5 32.4 56.8 34.1 29.5 51.6 31.3 27.0 47.3 19-1/8" 26-1/2" 30- 37" 42" 48" 54" so- 66" 72" 63" 130.0 111.9 130.0 130.0 130.0 80.7 130.0 130.0 130.0 71.3 130.0 130.0 127.5 57.8 110.2 130.0 112.3 50.9 97.1 130.0 98.3 44.6 85.0 130.0 87.4 39.8 75.5 130.0 78.6 35.7 88.0 119.0 71.5 32.4 61.8 108.2 65.5 29.7 56.6 99.2 19-1/8" 26-1/2' 30' 37' 42" 48" 54" 66" 72" 96' 130.0 73.4 130.0 130.0 116.8 53.0 101.0 130.0 103.2 46.8 89.2 130.0 83.7 37.9 72.3 126.6 73.7 33.4 63.7 111.6 64.5 29.3 55.8 97.6 57.3 26.0 49.6 86.8 51.6 23.4 44.6 78.1 48.9 21.3 40.5 71.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 144" 107.9 48.9 93.3 130.0 77.9 35.3 67.3 117.9 68.8 31.2 59.5 104.1 55.8 25.3 48.2 84.4 49.1 22.3 42.5 74.4 43.0 37.2 65.1 38.2 33.0 57.9 34.4 - 29.7 52.1 31.3 - 27.0 47.3 43.0 - 37.2 65.1 19-1/8' 26-1/2" 30' 37' 42" 48" 54" 60" 66" 72" 74-1/4" 130.0 94.9 130.0 130.0 130.0 68.5 130.0 130.0 130.0 60.5 115.3 130.0 108.2 49.1 93.5 130.0 95.3 43.2 82.4 130.0 83.4 37.8 72.1 126.2 74.1 33.6 64.1 112.2 66.7 30.3 57.7 101.0 60.7 27.5 52.4 91.8 55.6 25.2 48.1 84.1 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60" 66' 72" 108" 130.0 65.3 124.4 130.0 103.8 47.1 89.8 130.0 91.7 41.6 79.3 130.0 74.4 33.7 64.3 112.6 65.5 29.7 56.6 99.2 57.3 26.0 49.6 86.8 51.0 23.1 44.0 77.1 45.9 20.8 39.6 69.4 41.7 - 36.0 63.1 38.2 - 33.0 57.9 ALL LOADS ARE EXT.(+)/ NT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MUWON ANCHORS MULLION MULLION LMULLION _I GLAZING GLAZING PRODUCT PRODUCT ,t W1 MILLION ANCHORS W2 TYPICAL ANCHORS: V4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-2: THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1 /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CIR3) M4-2: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI ALUMINUM : 1/B" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f m = 2000 PSI MIN. MUWON ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE : GLAZ NG PRODUCT ,_ 3 ` GLAZING PRODUCT c \ANCHOR LTAL /1 GLAZING PRODUCT C) MULLION ANCHORS ; MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (w) W1 2 + W2 THESE MULUONS CAN ONLY BE USED WRH SIW GLAZING PRODUCTS PRODUCT REVISED 16 complying with the Pierian Building Code ! D O ,1 ccceptutceo Munn ALUMINUM TUBE MULLIONS 0 N J m 0 0 0 6 8 R 1 8 6 0 R 5 1.2 C q6 b 5 k drawing no. M07-04 (sheet 10 of 18) 32/D'NW. • • • .. .. • • . . •. • . . • • ••• •• • • • • • • • • . .. • • • 2 X 2 X IX TYPICAL ANCHORS 2 PER ANGLE /14 SMS 2 PER ANGLE MULLION FLOATING CUP TYPICAL ANCHORS 4 PER CUP MUWON MULLION TYPICAL ANCHORS TYPE 'W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 14 FOR ANCHOR CAPACITIES THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS drowing no. M07-04 1/2' 3 M W 2 X 2 X 1/6' ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE j114 SIAS 2 PER ANGLE MUWON MULLION • • ••• • • • ••• •• •• • ••• • •• •• • • • • • •• •• • • • • ••• • • • • • •• •• • •• • • • • ••• • • • • • • • • • • •• • • iy�o 1• •• • • *j 3, •• • • • • • • • • • • • cP ••• 1ti • • • • • • • • • • 0LLOW%F1LLFD BLOCK CONCRETE STRUCTURE • ..• • • TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACMES FLOATING CLIP TYPICAL ANCHORS 6 PER CUP 1AULUON O 11Ow/FILLED BLOCK CONCRETE STRUCTURE THESE MUWONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED as complying with the FTelda Building Cod< Acceptance No I 'La .0 ia• Date 0 v C drawing no. M07-04 sheet 12 of 18 1/2' 3' MIN. MIN. • • • • • • • • • • • •. •• • • • •• •• • • • • •• •• •• • • • • • • • • • • • • • • • •• •• • • •• •• • • • - - - - - • 2 X 2 X 1/8' ALUM ANGLE TYPICAL 2 J R AN • • • 2 PFJ • LE MULUON— • • • • • •• • • • • TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES • • •• • • • • • • • • • • • ••• • • • • • •• • • • • •• • • • • • • • • • • •• • OLLOW/FILLED BLOCK CONCRETE STRUCTURE THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED t•*emptying with the Florida Building Cade Aoceptotee No f NO Dse hfiani El 0 � V a drawing no. M07-04 sheet 13 0118' • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• • • •• • • • •• • •• •• •••• •• •• •• • • • •• • •• •• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19-1/8" 26-1/2' 30" 37" 42" 48' 54' 60' 66" 72' 19-1/8" 26-1/2' 30" 37" 42" 48" 54' 60' 66' 72" 19-1/8' 28-1/2' 30" 37' 42" 48' 54' 60" 66' 72" MULL SPAN 38-3/8' 50-5/8" 63" ANCHORS TYPE W4-3 130.0 84-3 130.0 C4-3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 107.2 130.0 130.0 93.8 130.0 130.0 83.4 130.0 129.1 75.0 130.0 1173 68.2 130.0 107.E 130.0 62.5 130.0 130.0 130.0 130.0 128.8 130.0 130.0 113.8 130.0 130.0 92.3 130.0 130.0 81.3 130.0 122.3 71.1 130.0 108.7 63.2 130.0 97.8 56.9 126.7 89.0 51.7 115.2 81.5 130.0 47.4 130.0 105.6 130.0 130.0 103.5 130.0 130.0 91.4 130.0 127.5 74.1 130.0 112.3 65.3 130.0 98.3 57.1 127.2 87.4 50.8 113.1 78.6 45.7 101.8 71.5 41.6 92.5 65.5 38.1 84.8 WIND WIDTH 19-1/8 26-1/2' 30' 37' 42' 48' 54" 60' 66' 72' DESIGN LOAD CAPACITY - PSF OW D�tS. ANCHORS TYPE W) C4-3 • 1111.0 • DESIGN LOAD CAPACITY - PSF 19-1/8" 26-1/2' 30- 37' 42" 48" 54' 60' 66" 72" 19-1/8" 26-1/2' 30' 37' 42" 48' 54' 60' 66' 72" MULL SPAN 78' 84' 96' W4-9 130.0 B4-3 115.8• 130.0 127.0 103.0 83.6 • • 73.8 • 59.9 90.7 79.4 52.7 46.2 70.6 41.0 1 1.0 • • 1.16/.0 • .30.0 117.5 102.8 91.4 63.5 57.7 36.9 33.6 52.9 130.0 30.8 107.8 130.0 77.6 117.9 68.6 95.8 55.6 84.2 49.0 73.7 42.9 65.5 38.1 59.0 34.3 53.6 31.2 49.1 130.0 28.8 94.1 118.8 103.2 83.7 67.9 60.0 48.8 73.7 42.9 64.5 37.5 57.3 33.3 51.6 30.0 46.9 27.3 43.0 25.0 19-1/8' 26-1/2' 30' 37' 42' 48" 54' 60' 66' 72" 74-1/4' 130.0 121.7 130.0 130.0 87.8 130.0 130.0 77.6 130.0 108.2 62.9 130.0 95.3 55.4 123.4 83.4 48.5 108.0 74.1 43.1 96.0 66.7 38.8 86.4 60.7 35.3 76.5 55.6 32.3 72.0 19-1/8" 26-1/2' 30" 37' 42' 48' 54" 60' 66" 72" 108' 130.0 103.8 91.7 83.7 60.4 53.3 74.4 43.2 65.5 38.1 57.3 33.3 51.0 29.6 45.9 26.7 41.7 24.2 38.2 22.2 8P.2 • 74.7 • 68.5 •• 130.0 130.0 130.0 123.8 109.1 95.4 84.8 76.3 69.4 63.8 130.0 130.0 130.0 108.3 95.4 83.5 74.2 68.8 60.7 55.7 130.0 130.0 118.8 96.3 84.8 74.2 66.0 59.4 54.0 49.5 ALL LOADS ARE EXT.(+)/ NT.(-). WINDOW DIMS. WIDTH (W) MULL SPA% • 2g-1,2" •• •• i •30" • • 4 • 37' • • 42" 48' •546 • • ••66p1 • • • • i• • • •66"9 • • • •724 • • • • • • 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 80" 66" 72' 19-1/8' 26-1/2" 30' 37" 42" 48' 54. 60" 66" 120" 132" 144' ANCHORS TYPE W4-3 B47,3 C4 .3 129.5 •W 170.0 • 93.5• 54: 1%11• 82.6 4849 188.9 • %6.9 M • 88.7 59.0 34.3 76.3 51.6 30.0 66.8 45.99 • 18.7 650.4 1.36 24.0..53.4 37.5• 21.8 411.6 :4A: 4.491)41 414I.5 117.7 68.4 130.0 85.0 75.1 60.9 53.6 46.9 41.7 37.5 34.1 49.4 43.6 35.4 31.2 27.3 24.2 21.8 110.0 97.2 78.8 69.4 60.7 54.D 48.6 44.2 31.3 107.9 77.9 68.8 62.7 45.3 40.0 40.5 130.0 100.8 89.1 55.8 49.1 43.0 38.2 34.4 31.3 32.4 28.6 25.0 22.2 20.0 72.2 63.6 55.7 49.5 44.5 40.5 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1/4" DIA. UITRACON BY 'El CO' (Fu=177 NS1. Fy=155 KSI) W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B4-3: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-3: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE = 3" MIN. W000 AT HEAD, SILL 0R JAMBS SC = 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS f'e = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL. WEIGHT BLOCK AT JAMBS I'm ANCHON /ANCHORS VERTICAL MULLION Z GLAZING GLAZING PRODUCT PRODUCT W1 MULLION ANCHORS W2 0. N MUWON ANCHORS HORIZONTAL MULLION 2000 PSI MIN. ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT GLAZING PRODUCT ANCHOR AIL f1 GLAZING PRODUCT `MULLION N ANCHORS MUWON SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (w) = W1 2 + W2 THESE MULUONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS N JN J O_ co • 8QM Z V1 0 LL w 0 UZ6 cLum - r = LO r 0 e c0 n 0 0 0 5 0 a 0 N 0 B 0 II 0 �drawing no. M07-044 (sheet 14 of 18) 3/8' 2 1/2' MIN. MIN. TRIM LEG AS REQD. 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 3 PER ANGLE 114 SMS 3 PER ANGLE MULLION • • ••• • • • ••• •• •• •• • • • • • • • • • •• •• •• • • • •• • • •• ••.• •• • •• • •. •• •• • •• •• ••. • - --• • •• • • •.• • • • • • •• •• • • • • 2.1/2' ON. • • • I • TIT. • • • • • • •=. ••1., • • • . STRUCTURE •• 0 .• •.• .• • • 4)0 • •••D •• • - • • • • • • •• • AL • • • 0 TYPICAL ANCHORS TYPE 'C6', 'M16' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES FLOATING CUP TYPICAL ANCHORS 6 PER CLIP MULLION LONCREfE ETAL STRUCTURE THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS VROOUCF REVISED +a eemplyioe with the Fiend* Buikliog Code AocepI c No OQ > es Mae_ oft By MI ..'7 IIItwIN`, � � r'• JGENBF''•.• • Na III OF 3 0 UMINUM TUBE MULLIONS 0 in 0 0 0 g a 0 v 13 0 0 u e drawing no. M07-04 (sheet 15 of 18j 3/8' 2 1/2' MIN. MIN. TYP. TRIM LEG AS REDD. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • ••• • • • • •• •• •• • • •• • • • ••• . . • . ••_ 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 3 PER ANGLE #14 SMS 3 PER ANGLE TYPICAL ANCHORS TYPE 'C6'. '146' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES CONCET� RUCTURE THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS drawing no. M07-04 sheet 16 of 18 • • ••• • • • ••• •• •• • . • •• •• • •• • • •• • •• •• • • •• • •• •••• •• •• •• • • •• •• • •• •• • • • .... - - ▪ - -•• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19-1/8" 26-1/2" 30' 37' 42' 48' 54" 60' 66" 72' 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" MULL SPAN 38-3/8' 50-5/8' C8 130.0 M6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 WIDTH (w) 19-1/8" 28-1/2" 30" 37" 42" 48" 54' 60' 66' 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66' 72" MULL SPAN 78' 84' C6 130.0 M8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.8 130.0 114.5 130.0 103.0 130.0 93.7 130.0 85.8 130.0 120.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.6 130.0 106.3 130.0 95.7. 130.0 87.0 121.7 79.7 111.6 MINN (W) • 19.1/r 26•1/r • • i0" • 3P MULL SPAN • 42" 48' 54" • 60' • • 66' 72' 19-1/8" 26-1/2" 30" 37' 42' 48" 54" 60 66" 72' • • • • • • • • • 120' CB` M6- 140.0. 1311.10 1 .0: 130.0 170.0 . 130.0 108. 13i3.d 95.7 130.0 83.7 117.2 • • • • • ••• • • • • • • • • 132" 74.• 10•• 65.0 � 9/ 609 • 8502. Ssq • 70 130.0 130.0 130.0 130.0 121.7 130.0 98.7 130.0 87.0 121.7 76.1 106.5 67.6 94.7 60.9 85.2 55.3 77.5 50.7 71.0 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60" 66' 72' 63" 130.0 130.0 130.0 130.0 130.0 1130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.5 130.0 115.9 130.0 106.3 130.0 19-1/8' 26-1/2" 30" 37" 42" 48" 54" . 60" 68" 72" 96" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.8 130.0 104.6 130.0 93.0 130.0 83.7 117.2 76.1 106.5 19-1/6" 26-1/2" 30" 37' 42" 48' 54" 60' 66' 144" 130.0 130.0 128.3 130.0 111.6 130.0 90.5 126.6 79.7 111.6 69.8 97.6 62.0 88.8 55.8 78.1 50.7 71.0 69.8 97.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 50" 66" 72' 74-1/4' • 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.2 130.0 108.2 130.0 98.4 130.0 90.2 126.2 19-1/8" 26-1/2" 30" 37' 42' 48" 54' 60" 66" 72" 108" ALL LOADS ARE EXT.(+)/ NT.(-). 130.0 130.0 130.0 130.0 130.0 130.0 120.6 130.0 106.3 130.0 93.0 130.0 82.7 115.7 74.4 104.1 67.6 94.7 62.0 86.8 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • •• • • • • • • • • • • • ▪ ••• • ••• •• • • • • •• • • • • • • • ••• •• MULLION ANCHORS TYPICAL ANCHt,a; 1 /4" DIA. ULTRACON BY 'El CO' (Fu-177 KSI, Fy-155 HSI) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILL IING SCREWS (GRADE 5 CRS) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE . 2-1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. GLAZING PRODJCT VERTICAL MULLION GLAZING PRODUCT z i W1 _MUWDN ANCHORS W2 MUWON ANCHORS HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ,''' GLAZ NG PRODUCT :„/ x J../1^,( GLAZNG PRODUCT \`AN_CHOR + DETAL #1 GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (w) W1 + W2 2 THESE MUWONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED as complying with Mc Prtrldi Building Code Acceptance No 1 -0 1 iwtion Date MULLION ANCHORS 0 Z ^• Ok 0 o i- og501 2 ogNn cti o0� gaoo orntr _, ..t 0 4.522 U1 z O W 03 I- z_ i D Q c 0 0 0 4' it n 0 R 6 6.4 8 drawing no. M07-04 (sheet 17 of 18) • • ••• • • • ••• • •• • • • • •• •• • • • • • • • • • • •- • • •• • ••• • • •• • • • • •• •• • • • -.• 'DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19-1/8' 26-1/2' 30' 37' 42' 48" 54" 80' 66' 72' 19-1/8' 26-1/2' 30' 37" 42' 48' 54" 60" 88• 72' MULL SPAN 38-3/8' 50-5/8' ANCHORS TYPE M2A 130.0 M3A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 122.1 130.0 108.5 130.0 97.7 130.0 88.8 130.0 81.4 130.0 122.1 130.0 130.0 130.0 130.0 130.0 120.1 130.0 105.8 130.0 92.6 130.0 82.3 123.4 74.1 111.1 67.3 61.7 101.0 92.6 DESIGN LOAD CAPACITY - YSF ANCHORS TYPF IOTH (W) M3A 130.0 26-1/2" 130.0 30' 130.0 37' 116.9 42' 103.0 48' 90.1 54' 80.1 60' 72.1 86' 65.5 72' 60.1 B-1/8" 130.0 26-1/2' 130.0 130.0 108.6 D5.6 83.7 74.4 86.9 60.9 55.8 9-1/8' 130.0 26-1/2" 130.0 30' 117.2 37' 95.0 42" 83.7 48' 73.2 54' 65.1 60' 66 58.6 53.3 72' 48.8 9-1/8' 130.0 28-1/2" 117.9 30' 104.1 37 84.4 42' 74.4 48' 65.1 54' 57.9 60' 52.1 66' 47.3 72" 43.4 WINDOW DIMS. W 19-1/8' t 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 80" 66" 72' 19-1/8' 26-1/2" 30" 37" 42' 48" 54" 60" 66' 72" 63' 74-1/4' 130.0 130.0 130.0 130.0 119.0 130.0 96.5 130.0 85.0 127.5 74.4 111.6 66.1 99.2 59.5 89.3 54.1 81.1 49.6 130.0 74.4 130.0 114.3 130.0 101.0 130.0 81.9 122.8 72.1 108.2 63.1 94.7 56.1 84.1 50.5 75.7 45.9 68.8 42.1 63.1 30' 37' 42' 48" 54' 60' 66' 72" 1• MUT1. SPAN 78' 84' 96' 108' M2A 130.0 108.8 98.1 77.9 68.7 60.1 53.4 48.1 43.7 40.1 130.0 101.0 89.3 72.4 63.8 55.8 49.6 44.6 40.6 37.2 1225 88.4 78.1 63.3 55.8 48.8 43.4 39.1 35.5 32.5 108.9 78.6 68.4 56.3 49.6 43.4 38.6 34.7 31.6 28.9 q DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19- /8a 2611/ :•1" • 37• 42' 48" 54" 60' • 86' 72' • 19-1/8' 26-1/2- 30' 37' 42' 48' 54' 60' 66' 72' A L1 SPAN M24 M3A, • • 920 •132C ••• 6 7:7 :108.1 • • 625 • 93.70 • 50.! 76% 120' 44.6 66.9 39.1 58.8 • • • • 34.7• 52A • 9 ••• 31112 •46ii • • • 21104 •422• • • • •• • 39• • • • 213.q• � 132' 19-1/8' 26-1/2' 30" 37" 42' 48" 54' 60' 66" 144" 89.1 64.3 56.8 46.1 40.6 35.5 31.6 28.4 25.8 23.7 81.7 58.9 52.1 42.2 37.2 32.5 28.9 26.0 23.7 130.0 96.5 85.2 69.1 60.9 53.3 47.3 42.6 38.7 35.5 122.5 88.4 78.1 63.3 55.8 48.8 43.4 39.1 35.5 • • # 14 S.M.S. • • • • 2/ CHANNEL • • • SEE CHART 'M2A' • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • •• TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION COF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 F.H. S.M.S. 2/ SIDE ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I . TUBE MULLION 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBE MULIJON #14 FH SUS 2 PER CUP SEE CHART 'M2A' 3 PER CUP SEE CHART '1.134' 1-1/2" O.C. MIN. 214 PEFH R CUPS 1' 0.C. MIN. 1-3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4• X 2" X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL lI1 METAL TO METAL CONNECTION THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS tr 1111111111 PRODUCT REVISED :_.``�1 J,T NU u eetaplyie with dm Fls- ids 4P /"� Building � Acceptance ldo 11' 0 • 02 n�ripn Doe 42 = No. 61 N 0 i 3 ALUMINUM TUBE MULLIONS a J N o_ o UJfel 0 Zcn 3 w 61 I-�= a (� Z� n a0m • } - n v • � ( n0 0 - 0 0 b n F 0 • E drawing no. M07-04 sheet 18 of 18