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WS-16-2973Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-2973 e Permit Type: Windows/Shutters r111 1 ork Classification Window/Door Replacem Permit Status: APPROVED Issi Date: 12/22/2016 Expiration: 06/20/2017 Parcel Number Applicant 1085 NE 97 Street Miami Shores, FL 33138- 1132050170080 Block: Lot: EDUARDO DURINI Owner Information Address Phone CeII EDUARDO DURINI 1085 NE 97 Street MIAMI SHORES FL 33138- (305)906-2145 Contractor(s) Phone CeII Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 19,000.00 0 Type of Work: REPLACING 17 IMPACT WINDOWS AND 3 I No of Openings: 20 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $11.40 $4.50 $4.50 $3.80 $300.00 $9.00 $15.20 $348.40 Pay Date Pay Type Invoice # WS -11-16-61859 12/22/2016 Credit Card 11/01/2016 Credit Card Amt Paid Amt Due $ 298.40 $ 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. Fut uthorize the above-named contractor to do the work stated. December 22, 2016 Authorized Signature: Owner / Applicant / Building Department Copy Contractor / Agent Date December 22, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL 0PUBLIC WORKS Master Permit No. Sub Permit No. RECtIVED NOV 012016 ("CPA -1 QTR FBC 20 1 wS«-29-73 ❑ REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR JOB ADDRESS: /DOS nIC 97 ST City: Miami Shores County: Miami Dade Folio/Parcel#: / 1- 3.205. 017- 0080 Occupancy Type: Load: Construction Type: Flood Zone: ❑ CANCELLATION ❑ RENEWAL ❑ SHOP DRAWINGS Zip: 33/38 Is the Building Historically Designated: Yes NO li BFE: FFE: OWNER: Name (Fee Simple Titleholder): UAl ?7 L • Lbi p..4:111 -Phone#:�0 906•1i 5 Address: / 043 G AJ E 77 S - City: it -1) A -M I Si4-Decs State: F.( Zip: 33/ 3 $;, Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A7VERJC.A a SIO12144 [ R.OTEGT/&72 Phone40S)$13." _/ Address: /020/ / im() /' S7 S-1 E /03 City: r A M6 State: Qualifier Name: :,rrvlcz-4)Q4) —ROplytg�%e?i State Certification or Registration #: CGC /.673 2_7 Zip: 3 3/72— Phone#: 3/494L -$/o7 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /�y / 000. 0 () Square/Linear Footage of Work: Type of Work: ❑ Addition u Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ 501 Permit Fee $ Radon Fee $ 00 y, So Technology Fee $ /5 . Z Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF$ I•LI° DBPR $ (- • -5° CO/CC $ Notary $ -� Double Fee $ Bond $ -65P' TOTAL FEE NOW DUE $ V cl Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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-recarded natice-of commencem-ent-must-tie posted—at the janite for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this LP -4 day of OG1- , 20 / % , by Edo o L.,who isrpersonally known to me or who has produced .L7 ri ✓E R UC.suSE as identification and who did take an oath. NOTARY PUBLIC: Sign: )) // Print: AA -4a Seal: ********************* APPROVED BY (Revised02/24/2014) Signatu CONTRACTOR The foregoing instrument was acknowledged before me this �r-�� day of OC.--/- i , 20 / G , by c) /021-41//) r/9!/e. iiho is personally known to 1711.° me or who has produced identification and who did take an oath. NOTARY PUBLIC: as NATHALIE DIAZ Syl: I, Notary Public - State of Florida Commission # FF 230936 My Comm. Expires May 14, 2019 * * * * sdetl1#irefug}f tatibli111V615i'y' tri" (l. 'da ;• Commission # FF 230936 o�d*:4 My Comm. Expires May 14, 2019 •„,„,,,, Bonded through National Notary Assn. ************************************************** Plans Examiner Structural Review Zoning Clerk Props rty Search Application - Miami -Dade County OFFICE OF THE PROPERTV Summary Report Property Information Folio: 11-3205-017-0080 Property Address: 1085 NE 97 ST Miami Shores, FL 33138-2555 Owner EDUARDO L DURINI AMY E DURINI Mailing Address 1085 NE 97 ST MIAMI SHORES, FL 33138 USA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area 2,287 Sq.Ft Living Area 2,203 Sq.Ft Adjusted Area 2,231 Sq.Ft Lot Size 8,475 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value $284,188 $258,352 $229,026 Building Value $168,217 $169,511 $166,388 XF Value $2,448 $2,300 $2,329 Market Value $454,853 $430,163 $397,743 Assessed Value $417,732 $414,829 $182,123 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $37,121 $367,732 $215,620 Portability Assessment Reduction Exemption Value $15,334 $25,000 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 REV PL MIAMI SHORES SEC 8 PB 43-51 LOT 8 BLK 180 LOT SIZE 75.000 X 113 OR 18525-3489 0998 4 http://www.miamidade.gov/propertysearch/ Page 1 of 2 RISER Generated On : 11/1/2016 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $367,732 $364,829 $132,123 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $392,732 $389,829 $157,123 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $367,732 $364,829 $132,123 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $367,732 $364,829 $132,123 Sales Information Previous PriceSale OR Book- Page Qualification Description 05/07/2014 $594,500 29161 4252 Qual by exam of deed 09/01/1998 $0 18525- Sales which are disqualified as a result 3489 of examination of the deed 11/01/1985 $116,000 12696- Sales which are qualified 0368 09/01/1974 $66,200 00000 -Sales which are qualified 00000 11/1/2016 Miami Shores Viiiage 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). Acknowledgement: Qualifier/Owner Signature IZ/i ZP4P cAt Date Print Name TM 805 Series 14 Horizontal Roller 15-050529 74038 TM 605 Series 15 Single Hung 15-0611.06 19x38 TM 605 Series 16 Single Hung 15-0611.06 19026 Fiberglass -HL 17 FL4334.1 30 x 80 2 panel design O TM 300 Series 18 Picture Window FL15920.1 36 1/2 x 25 1/2 13 TM 605 Series Single Hung 15-0611.06 37x501/2 EGRESS Luciano Durini 1085 NE 97th street Miami Shores, FL 33138 12 TM 605 Series Single Hung 15-0611.06 37 x 50 1/2 EGRESS Bedroom Bedroom TM 805 Series Horizontal Roller 15-0505.29 74x38 • • • •• • • • • •• • • • •••• •••• • • • • •••• •••• • • ••• •• • • • • • • • • • • • • • • • • Windows and (Doors• • • TM 805 Series Horizontal Roller 10 Equal Split 15-0505.29 1031/2x491/2 11 hitt Mqr. Senor bath Bedroom x 0 entry door rib x O x bath 8 0 TM 805 Series Horizontal Roller 15-0505.29 O 681/2050 TM 244 Series Hinge Right O 15-0611.05 33x811/2 TM 805 Series Horizontal Roller 15-0505.29 68 3/4 x 50 • • •• • • •••• • • • • • •• • TM 805 Series Horizontal Roller O 15-0505.29 531/4x501/2 TM 805 Series Horizontal Roller 15-0505.29 73 1/2 x 38 EGRESS 19 RECEIVED NOV 012016 TM 300 Series (3)Picture Window TM 244 Series FL15920.1 Hinge Left w/ mull: 15-0611.05 14-0731.06 38 x 81 3/4 1/4-1/2-1/4 PRIVACY 127 1/8 x 51 1/4 0 TM 805 Series Horizontal Roller 15-0505.29 36 1/2 x 37 1/2 PRIVACY O Bedroom X O O X x TM 805 Series Horizontal Roller 15-0505.29 53 1/4 x 50 1/2 EGRESS 0 _WS ((0- 23 TM 805 Series Horizontal Roller 15-0505.29 53 1/4 x 50 1/2 �-- — 3Y DATE 'F"T ritfc- :T ,0 T[;r'P:'t",CE WI1-_V1-Eq'_ ( N, (1 WIND LOAD TABLE FOR COMPONENTS AND pLAD1311146 CLIENT: AMF,IZICM STORM ?R.EcTO.► ADDRESS. 10x65 rJE•••2;k"7 st,.••:. PROJECT: Lucv00J0 Di -' EXPOSURE " D " • • • eAtotml sNoe1Es , FI•... .V 3g;. City State'•••• •••••• ZIP •• WIND VELOCITY = 175 MPH MOT. SLOPE•;• 10 . Zone 4 Pressures (PSF) Roof Slope > 10 Roof Elea (ft) 35 Tributary Area (Sq. Ft) + 17 20 • 22 25 + 28 30 35 40 45 50 + 10 48.6 52.7 49.5 53.7 51.0 55.3 51.9 56.3 53.3 57.8 54.3 58.9 54.7 59.4 56.1 60.9 37.6 62.4 59.0 64.0 59.9 1S 47.3 51.4 50.5 48.2 47.3 52.4 51.5 49.6 48.7 53.9 53.0 50.5 49.6 20 46.4 25 45.7 49.8 46.6 50.8 30 45.1 49.2 46.0 50,2 47.9 52.2 47.3 48.8 65.0 55 60.9 54.9 51.9 56.4 52.8 57.4 53.3 57.9 54.7 59.4 56.0 60.9 57.4 62.4 58.3 63.4 59.3 54.0 50.9 55.4 51.8 56.4 52.3 56.9 53.6 58.4 55.0 59.8 56.3 61.3 57.2 53.2 50.1 51.6 48.2 52.6 49.5 54.7 54.0 51.0 50.4 556 55.0 51.5 50.8 56.1 55.5 52.8 52.1 57.6 56.9 54.1 53.5 59.0 58.3 55.5 60.5 54.8 56.4 62.3 61.4 58.1 57.2 59.8 55.6 60.7 56.5 35 44.6 48.8 45.5 49.7 46.8 51.1 47.7 52.1 49.0 53.5 49.8 54.4 50.3 54.9 51.6 56.3 52.9 57.8 54.2 59.2 55.0 40 44.2 48.3 45.1 49.3 46.4 50.7 47.2 51.6 48,5 53.0 49.4 54.0 49.8 54.4 51.1 55.8 52.4 57.3 53.7 60 66.0 61.8 67.0 64.4 60.2 65.4 63.3 62.4 61.7 59.0 58.1 57.4 60.1 55.9 61.1 56.8 64.3 63.4 62.6 62.0 58.7 54.5 59.6 55.4 60.5 56.2 51.5 46 43.8 48.0 44.7 48.9 46.0 50.3, 46.8 51.2 48.1 52.6 49.0 53.6 49.4 54.0 50.7 55.4 51.9 56.8 53.2 58.2 54.1 59.1 54.9 60.1 55.8 61.0 50 43.5 47.6 44.4 48.6 45.6 49.9 46.5 50.9 47.7 52.3 48.6 53.2 49.0 53.6 50.3 55.0 51.5 56.4 52.8 57.8 53.7 567 54.5 59.7 55.3 60.6 Zone 5 Pressures (PSF) Roof Slope > 10 Roof Elev. 10 15 15 + 48.6 47.3 65.1 62.5 (ft 20 Tubular, Mat (Sq. Ft) • • • :s 2S 30 • 35 se 46.4 60.7 45.. 59.3. 455.141 68.14 44.6 57.2 17 49.5- 66.3 9.5 66.3 48.2 63.7 47.3 61.9 46.6 60.4 46.0 59.3 45.5 58..3 114.2 43.8 .56.3 ; 54.6 41.1 44.7 57.4 56.6 • ••. .• • ••. • •••• • • • • • • ••• 431 • 54.E 44.4 56.0 20 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 57.6 22 51.9 69.5 50.5 66.8 49.6 48.8 64.8 63.3 48.2 47.7 47.2 46.8 62.1 61.0 60.1 59.3 46.5 58.6 25 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 71.4 68.6 66.6 5.0 63.8 62.7 61.8 61.0 60.2 28 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 72.7 69.8 67.8 66.2 64.9 63.8 62.9 62.0 61.3 30 54.7 53.3'. 52.3 51.5 50.8 50.3 49.8 49.4 49.0 73.3 70.4 68.3 66.8 65.5 64.4 63.4 62.6 61.8 35 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 752 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 40 37.6 56.0 550 54.1 53.5 52.9 52.4 51.9 51.5 77.1 74.0 71.9 70.2 68.9 67.7 66.7 65.8 65.0 45 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 50 + 59.9 58.3 57.2 56.4, 55.6 ' 55.0 54.5 54.1 53.7 80.2 77.1 74.8 73.1 . 71.7 70.5 69.4 68.5 67.7 55 + 60.9 59.3 58.1 57.2 56.5 : 55.9 55.4 54.9 54.5 81.5 78.3 76.0 74.3 72.8 71.6 70.5 69.6 68.8 60 + 61.8 82.8 60.2 79.5 59,0 77.2 58.1 57.4 56.8 75.4 73.9 72.7 56.2 55.8 55.3 71.6 70.7 69.8 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. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOF'S IS THE MEAN ROOF HEIGHT. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS data 10-02-13 draw byM.F. REVISIONS: no. date by description checked by: H.M. DWG NO. 1 SHEET 1 OF 1 � AL-FAROOQ CORPORATION ThfENGINEERS & PRODUCT DEVELOPMENT 1235 SW 87 AVE TEL. (305) 264-8100 MIAMI, FL 33174 FAX. (305) 262-6978 ZONE 40 ZONE 5021 >, Q"IS JAVAD AHMAD FIA P.E. f 70592: EB CAN. 3538 •••• • • • •••• • •••• • MIAMI DARE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI -WE COUNTY PRODUCT CONTROLISOCTION 1:805.0 26 Street, Room 208 �14iami, Floriaa3314-2474 T (786)3/S -M F ('/86) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/eeonomy • . T. M. Windows, LLC, 1543 N. Powerline Road, Pompano Beach, FL 33069 • SCOPE: .... •••• . . ..• .. • • • This NOA is being issued under the applicable rules and regulations governing the use of Nnstrt ction rY tMflalS. The. documentation submitted has been reviewed and accepted by Miami -Dade County PERA -lir fue: Control.S4ction . to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A4/14. 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. PERA 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, ncluding the Hi h Veloci Hurricane Zone. .• • • ESCRIPTION: Series -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. PROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 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 Missile Impact Resistant Limitation: 1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold types (Exterior (+) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. Max total frame area of alternate unit shall not exceed 125.84 ft2 tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade. 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 & renews NOA # 12-0208.14 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED tcn • NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 Page 1 • T. M. Windows, LLC. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITWED • • .. • A. DRAWINGS • 1. Manufacturer's die drawings and sections (Submitted under file listed below) • 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out-swing.M1..w/ Site1 e9 • (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Cor , dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahma' P.E. . • • B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) • • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.• 2) Uniform Static Air Pressure Test, Loading pet•FB� TA5202.94 • 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 aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/01/15 and last revised on SEP 03, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02,-04 & -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. (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. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. `sH', LLA03,-- Ishaq I. Chauda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 • • • • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • • •••• •• •• •• • • •• •• • •• •• • - • • ••• • • • • • ••• • • •• •• • • • • • • • • ••• ••• • • •• • • •• •• • • •• • • • • • • • • • ••• • • • • • • • ••• • • •• ••• •• • • • • • • •• • • • • • ••• •• LOCK OPTIONS 1 OR 2 SEE SHEET 5 GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 20")/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH — 3.250" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH — 2.750")/2 SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES, O 0 6' MAX. HEAD/SILL CORNERS 41 7/8" FRAME WIDTH 15' MAX. HEAD/SILL -71' 1 Li "to x — m —� C rri,f,\ Oir J — o ®— \ 1 1 \ 1 h I I \ H _ \-- 11 • II 11 / O / 11 -N— ----D—___//- 1I II / I II / / II 11 / 11 II / 8 II Y —4/ SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGE OPTIONS SEE SHEET 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOAOING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING 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 FLORIDA BUILDING CODE. 30' 0.5. OPG. 38 5/8" LEAF WIDTH TYPICAL EI EVATION ( X ) SINGLE LEAF DOOR a O 0 HEAO/SILL ANCHORS AT STILE ENDS (6 AT 3' O.C. 6" MAX. 80' HEAD/SILL CORNERS 3" TYP. FRAME WIDTH I L.Ifll I' 15' MAX. HEAD/SILL I O J / / / / // LOCK OPTION 2 SEE SHEET 5 \ 8 INACTIVE ACTIVE DOOR OPTIONS 30' D.L. OPG. 38 5/8' LDOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. LEAF WIDTH 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR Engr: JAVAD KAMAD CML FIA PE # 70592 CAN. 3538 015 A 6 F S rn t0o < 0 M on JLJJ _J 2 I` wJ N = O U a O Rap - 0 0 0 - C . Z ZQ vl o I— o PRODUC 1 REVISED IU cum OA ni with We Florid{ Milling Code Areerl..ee No I S-041/.1,5- Lyh.n. Mi1eA FlQzl a 11K.•1J DMe nitwit l 0 5 drawing no. W11-03 (heet I of 16 • •••• • • • ••• •• •• • •• • •• •• • • •• • • • • • • •• • • • •• •••• •• •• •• • • • •• •• • •• •• •• • ••• • •• • • • ••• • • • • •• •• •• •• • • •• •• •• • • • • • • • • • • • • • • 1 • • • • ••• ••• • ••• ••• • 1 1/4" MAX 41 7/8" 166 1/4" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL SIDELITE FRAME WIDTH 6 t ••• •• • • • HF /SjLL • • Web• • • OGfi11F�5 • • • • • • • • • • 'lirJ • •••••• J -} - ILL• • 30" D.L. OPG. 38 1/8" LEAF WIDTH TESTED FRAME WIDTH B0" MAX. XX DOOR FRAME WI t,IIII I.) 1 1/4" MAX 4 7/8" 15" MAX. HEAD/SILL 1 1 HINGE OPTIOIIS SEE SHEEj7 5 / CE .kOCK OPTION 2 SEE SHEET 5. / A \ \II 11 \ YI4 \ \ INACTIVE 1 ACTIVE \ SIDELI FRAME WIDTH I 1r II II II II SURFACE APPUEO FALSE MUNTINS MAY BE USED 30" 0.L. OPG. 38 5/8" LEAF WIDTH 29 7/8" D.L. 090. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) 1TJJE1 PANEL SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 In Eng, JAVAD A MAD CML FL. 9. 6 A2538 : 70592 CA �Da•lyhrt with h FbrhiO Main Co& Atteeptsaer NoZitee001.1e• Mk 1 M,L" Mad D..4 rrlC 8 0 0 a 0022 0 ,') on J w J Z = O U1 W U d Open m C ,p Mino w — D- D ea - P.6 z i o c� L i °ul drawing no. W 1 1 —03 sheet 2 OEIg • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • •• • • • • • • • • • • • • • • ••• ••• • ••• 6" MAX •/S WRNS • •• •• • • • • • • • • ••• • 166 1/4" MAX. 46 5/16" FRAME WIDTH B0" MAX. XX DOOR FRAME WI HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. ANCHORS AT MULUON AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL • • • , • • a • • • ••14_ •I 111�1� 0 1-1-% I 11 11 I I I; I --I-4 HINGE 0PTI0f S SEE SHEET/ 5 LOCK OPTION 2 \ SEE SHEET 5 \ 41 5/8" O.L. OPC. 46 3/8" SIDELITE WIDTH INACTIVE I' 30" 29 7/8" D.L. OPC. D.L. OPC. 38 5/8" LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) 1IiI; 1 11 WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 SURFACE APPLIED FALSE MUNTINS MAY DE USED Engr: JAVAD AHMAD CML FLA. PE63B70502 CA 5 TIODUC 1 REVISED .Msupplying with the Flo iM Main Cod. J KP toe No I-WI.Oi jevier * nor 7k2fli, I IR 1 C 1n .` C;• -;d C- 0 U � b a NC CHANGE THIS SHEET 0 P 0 0 0 8 drawing no. wit -03 sheet 3 of 16 • •••• • • • ••• •• •• • • • • •. •• • •• . • • . . • • • • • • •• •••• •• • • •. • . • • . • • •• .•. . •• •• • • •.• •• • . • •. •• •• • . •• •. • • • • • • • • • . • • . • • •• •• •• <, �/8" FRAME WIDTH 6" MAX. 15" MAX. • • HEAD/MILL • H./SILL. • Al • • • • ••ORNERS• • • • • • ••• • • • • • 14 •• • • :-411 •Iji• •• I•� J• •• • •—• J • • •• LOCK OPTIONS 1 OR 2 SEE SHEET 5 0 • HEAD/SILL CORNERS 5 —o — / / ACTIVE 30" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 NOTE: 'U T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 * —80 PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD SINGLE LEAF DOOR WITH SINGLE HUNG TYDW. INSERT S.H. WINDOW INSERT OPTION Engr: JAVAO AH MAD CML RA. P R 70592 C.A. 3538 SE 3 2015 /1WDUC t REVISED f• a•pllieg with the Florida baking Code Aeeepta•ee No 611.05 i amp004 ■ Date I z 1 irksammo* maw \. drawing no. W 1 1-03 (sheet 4 of 16) • • ••• • • • ••• •• ••• • • •• •• • • • • • •• • • • • . • • • •• •• ••• • • • • • • • • • • • •• ••• • • • • • ••. • • •• •• • • • • • • ••• ••• •• • • •w • • • • •• • A E WID0i II• • •• • •• •• • • •• • • • • • • ••• • ••• •• • • ••• • • • • • ••• •• SINGLE LEAF (X) DOORS SIDELITES DESIGN LOAD CAPACITY - PSF_ FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCKS #1 & LOCK OPTION 01 TYPES GLASS TYPES 11 'AI' 'B' OR '81' EXT.(+) I INT.(-) XT.(+) INT.(-) 42 109 80.0 Ij 80.0 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT XT.(+) LOADS TO 58.0 PSF LOCKS: OPTION M1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR ANO THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2" M5 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (2) N8-32 X 1-1/2" 091 MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS FRAME WIDTH (X%) 000912 LEAF (XX) 000195 WITHOUT SIDELITES / / A \ \ FRAME HEIGHT INCHES LOCK OPTION 02 / \ 80 109 / .\ GLASS TYPE 'F' B S.H. 19511 / i. :: \ / \ / \ _ / \ / \ / L INACTIVE ACTIVE (X%) 000912 LEAF (XX) 000195 WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCK OPTION 02 GLASS TYPES 'A', '51', 'B' OR '81' EXT.(+) INT.(-) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF OPTION N2 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" 011 MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) N8-32 X 1/2" FH MS +." FRAME WIDTH FRAME HEIGHT ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT ;\ I 11 h ,¢.. \ FRAME WIDTH INCHES / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / INACTIVE ACTIVE FRAME WIDTH FRAME HEIGHT ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCK OPTIONS #1 & #2 GLASS TYPES B DOOR A', 'A1', '8' OR '81' EXT.(+) INT.(-) 42 109 85.0 80.0 GLASS TYPE 'F' B S.H. 19511 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF HINGES: OPTION Pl 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4" LONG ALUM PIVOT HINGES. AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2)1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2 5/16-18 X 1-1/2" MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Eng r: JAVA° ANMAD CML FIA PE # 70592 C.A.N 538 SEP'C+ 3 2015 PRODUC r REVISED A two. PlylAg xit% rkr FInrW4 MW .& Cod. A bleptrrr No gaiir.rbr °.Ir ..I ry� ISI._ i,a) w,w ProiartCwIw1 r3 4114(4 COMP-ANL\W11-03TMWj S ;7.4 8 g m "g e a X6000 akk 0 a 11 0 r— drawing no. W11-03 ('sheet 5 0115 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• STATIONARY PANEL (0) OR DOORS WITH SIDF.IJTES DESIGN LOAD CAPACITY — PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SET SIDELITE WIDTH INCHES GLASS TYPES 'A% 'A1', '8' OR '81' EXT. (+) INT. (—) 81 41 7/8 (0) BO (X%) 48 80.0 69.7 85 41 7/8 (X) BO (XX) 48 80.0 69,7 91 4180 () 7/8 X) 48 80.0 69.7 97 41 7/8 (X) 80 (X%) 42 80.0 79.6 103 4180 (%X) 7/8 X) 42 80.0 79.6 109 4180 (00) 7/8 X) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH • • • SID •• •• • • • • • • • • • • ••• ••• PANEL SIDELITE WIDTH DOOR FRAME WIDTH PANEL SIDELITE WIDTH (X) • •• •• • ••• • • • • • • • ••• • © x •• • e • •• �•• •• V • • i • •i • • i • •• i • r;• • • • • • •• • • • • • • • •• • •1 • • •• •• STATIONARY ( 0 ) DOOR FRAME WIDTH (XX) SIDEUTE W. DOOR FRAME W 000R SIDEUTE W. , SIDELITE W. FRAME W. . SIDELITE W. OVERALL FRAME WIDTH (X0 ) ( Ox) DOOR FRAME WIDTH 00 0 I' =0 0 0= OVERALL FRAME WIDTH 0 0 I '�© e 1 I 0 OM OVERALL FRAME WIDTH ( OXX ) ( EEO ) SIDELITE W ( 000 ) DOOR FRAME WIDTH SIDELITE W (1111] riiirii I' =0 0 0= OVERALL FRAME WIDTH ( 000 ) DOOR FRAME WIDTH SIDELITE W (1111] OVERALL FRAME WIDTH PRO DUC 1' REVISED is comply/mg w111 do Florida ballllog Code Aaagaace No_IM i�ln•1•e Date 4 2)l'? -(Mel Po* tooloti Coen') NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Eng r: JAVAO AHMAO CML FLA PE % 70592 C.A. 3538 SE'I 3 2015 (4I 5 6 5 5 v c � i 1 1, a drawing no. W11-03 (sheet 6 of 1 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 3/16" HEAT STREN'D GLASS .090" Interlayer Sofkx Clear And Color Gloss By 'Eastman Chemicol Co.' 3/15' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 -3/16" HEAT STREN'O GLASS 1/4" AIR SPACE 3/16" HEAT STREN'O GLASS .090' Interfoyer Soflex Cleor Md Color Gloss By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 d GE 1200 ut i GLASS TYPE 'A' _ALUM NUM SPACER 15 SMS AT 4-1/2" FROM ENOS AND 10-1/2" O.C. AT /4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPES 'A' OR '8' (ABOVE) SIUCONE GE RGS7701 GE 1200 AT 1/4 POINTS ON LITES DER THAN 36" GLAZING OPTIONS • • • • •• •• • • •• • • • • • • • • • • • 3/1t• HEAT tTREN'D GLASS S • ••• ••• • ••• .090" Interlayer SentryGies By 'Kuraroy Americo, Inc.' 3'16" Al ATISTRENIO GLASS* • • • • • • • e16IN•ONE• • • • E GGSi'0 • • • ICE 0200 • • • • •w • • GLASS TYPE 13' GLASS TYPES 'Al' OR '131' (ABOVE) SILICONE GE RGS7701 GE 1200 GLAZING DETAILS AT SIDELITE AT 1/4 POINTS ALL SIZES 3/16" HEAT STREN'D GLASS 11/4" VI? PACE • ti4i". HEAT STREN'D GLASS • AO" Interlayer ntryGlas By 'Kuroray Americo. Inc.' 3/15" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 ••• • • •• • ••• ALUMINUM SPACER p6 SMS AT 4-1/2" FROM ENDS ANO 10-1/2" 0.C. 1/6" HEAT SIREN'() GLASS .090" Interloyer SentryGlas By 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Engr: JAVAO AHMAD CML FLA. PE d 70592 C.A.N. 3538 PRODOC C REVISED rao•Plylwp wilh be F'MIrWN bakikd Code ,Aeeeyee.ee No is-Oi. .1.) x4Okl•lee Datate_, c_1 /7417 2( Mph Linde I' If .zQ 0 U rn n 01 co < Cr' 00 0 n J UJ L, J Z J= n CO W 0 a 00m T) 1-• c Z < z< el a F T drawing no. Wi 1-03 sheet 7 of 16) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • • • • 5 • •• • • • • • ••• • • •• • • ••• EDGE 051 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR: LOCATION 1/2" MIN. FLUSH BOLT OR SHOOT BOLT PENETRATION 1/2" MIN. FLUSH BOLT OR SHOOT BOLT PENETRATION 3/8" X 3/9" WEEPS 1 /2" FROM SILL ENDS L a N 1 W000 i�JCK �1 ( NOTE. IJEET Y • • • •• D BUS • RUCT1LLE • Fur 115 • • • • • •}--I •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mm e II; _ J !1.1' ALTERNATE INA Ff��r7 i �gd` IB ® e TYPICAL ANCHORS TYPICAL ANCHORS EDGE 0157. SEE ELEVATIONS I EDGE DIST. -SEE ELEVATIONS FOR SPACING I� FOR SPACING EDGE DIST. 14.:1MMY_ Wji METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 5 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=ln 151, Fy=155 18) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MW. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 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 OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. LowC-90 HOLLOW/FILLED BLOCK AT JAMBS f'm _ 2000 PSI MIN. HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) UNIT MAX_ EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS STANDARD THRESHOLQ APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LOW THRESHOLQ NOT APPR'D FOR WATER RESISTANCE Engr: JAVAO AMMAR CML FLA PEM 70592 CAN. 5538 2015 L., P tODUC F REVISED so coo plying with flit Florio Raiding Corte Macpl.Ke No SYfrtilso Usk Mrd I1rIi' odoa1C OPERATING UNITS 411 rn O 'P 00 0 P3 JLA _J z J = o 03 w 0 a O°m U d DO C .O z<n 2u'o 0, 0 B 8 drawing no. 0_111 1-03 (sheet 8 of 16 (sheet 9 of 16) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 3/8" MAO. SHIM METAL STRICTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• •• • • •• • • • • • • • • • •3/8" MAX. • • • D SHIM • • • • •• ••• • ••• ••• • m , •• • • • •• _0— ••• •• .-1 • • AIM � M. 41 t I . ... TYPICAL ANCHORS SE ELEV. e FOR SPACING 1BY . WOOD BUCK 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV: FOR SPACING • LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 1 SHOWN SHEET 5 FOR DESCRIPTION q 413 1-4 I J IN—ACTIVE LEAF MIN ' • LEAF WIDTH EXTERIOR D.L. OPG. 38-5/8" MAX. LEAF WIDTH 41-7/8" MAX. DOOR FRAME WIDTH FLUSH BOLTS AT TOP & BOTTOM LOCK OPTION 2 AT DOUBLE DOORS SHEET 5 FOR DESCRIPTION :...1 0 BUTT HINGES B5" MAX. EXTERIOR LEAF WIDTH ALTERNATE ANCHOR LOCATION ALT. FRAME JAMB 3/8" MAX. SHIM 2BY WOOD OR OOD 5 PIVOT HINGES (SEE HINGE OP0ON SHE DOOR FRAME WIDTH PRODUCT REVISED ea moylybi with the fnrida Doril•j Code Acce}Ia•er N• $ A 1.0 :a�ItnY•• Date ©/ ", f Engr: JAVA➢ AHMAD CML FLA. PE 70592 C.A.N 4 38 03 2015 5) /BUCK UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS z O F N O 0 o OW Cea Obi Uo M o o. < °o O 4Etri_o 7a g0 COMP-ANL\W11-0 a Ire A m (T to a 0 83 a J -1 Z J = n (Y U n cn p0Loo U a O n C 3Z<ma v0 0 vrc NO CHANGE THS SNEr v a 0 o drawing no. W11-03 • •••• • • • ••• •• •• •• •• • •• •• • • • • • •• • • • • ••• • •• • • • •• •• • • • • •• ••• • •• • • • ••• EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR .LOCATION 0 = O G J W X 3/6" X 3/8 - WEEPS . a . ° 1/2" FROM °TYPICAL II- ANCHORS SILL ENDS 1 ° EDGE DIST. II TYPICAL ANCHORS EDGE DIST. V --SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) OR 19 ALTERNATE ANCHOR LOCATION 3/8' MAX. • SHIM TYPICAL ANCHORS SEE ELEV., FOR SPACING ALT. FRAME JAMB H 910 X 3/4" PH SMS AT 5" FROM ENOS AND 24" 0.C. MAX. 910 X 3/4" PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. OR ALTERNATE • • • •• PAI }L SPI/ELI�'E:II�S1•e�C.LA�'IQ)Q D;►TAILS •• • • • • • • •• • • • • • ••• ••• • ••• ••• • ••• EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH •• • • • •• • • • ••• •• •• • • 910 X 1" PH SMS AT 4" FROM ENDS ANO 16" 0.C. MAX. • • • • • • • • • ••• •• 1 1/4" O LEAF WIDTH DOOR FRAME WIDTH 0 0 U S-249 ALUM 0 n a 0 0ri O M Cia J WLLL. J ? J= h N W 0 4- 0 0 0 10 -0 °- O `z Ma l.1 0 - a - 8 DOOR LEAF WIDTH = SIDELITE FRAME WIDTH — 3.250"_ � � N d N ingEntEK • PRODUC F REVISED M complying will. the Florida Denies Coe. Aarrienore Nn ISI -D Ell •0j R7ip4t/Ir Date y j�Z PANEL SIDELITE UNITS Engr: JAVAD AHMAD ML M. PE1 / 70592 CAM 3538,- S J13 2015 3, N O S < m u C acge.: 02-10-11 o _ S a drawing no. W11-03 (sheet 10 of 16) • •••• • • • ••• •• •• • •• • •• •• • • • • • •• •• •• •• • • • • • • •• • ••• • • • • • • •• •• •• • • • • • ••• • • • • • ••• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FRAME HEIGHT 3/6" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS • • •• DIRECT SET SIDELITE INNVALI>!1•P• IONT • VETA• • • • • • • �•fIS • • • • • • • • • • • • • • • • • ••• ••• • ••• ••• • •• • • • •• ••• •• •• • • • • • •• • • • • • ••• •• ® O 5 • SILICONE PIVOT HINGES DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH 110 X 1" PH SMS AT 4' FROM ENDS AND 16' O.C. MAX. PRODUC r REVISED ▪ Mpt}1ny wit \ the Floridc buiise Code AesepWce Nol -r611.Dj- K ykMlw Owe FI ..2 W▪ ad rue. DIRECT SET SIDELITE UNITS Engr: JAVAD AMMO CML Sir COMP -ANL\W11-03TMW) Q co a < O rn O rT • K _J LJ _J Z J = . 0 00 O m m v 3Za a- n 0o - 0 0 s O R r drawing no. W11-03 sheet 11 of 16 • • ••• • • • ••• •• •• • • • • •• • • • • • •• •••• •• • • • • • •• •• • • • • • .•. • • ••• • • •• 093 r-1.750 fi625 _L L_ re 062 ( 3 I 4.0 0 ---in,' `.0600 4.000 -i6Z • •• • • • • ••• •• • • • 11 F 1.750 } { 1.7501.;7 • 3 • • • • • • • • • • • • • • • • . AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264-8100 FAX. (305) 2626978Y z Q 1 .5001 re, - PANEL GLAZING J7 TM -155A 1�.J32 BEAD -i ....090 2.375 a 3 o,-, II [-1.843 ---I FRAME HEAD O TM -099 1.843- • • • --.145 • • • • • • • • • • • • • • • •• SIDELITE 0769 LL : : O GW -:50/69 • • • 3.46` • I. . • • •Ir NI• • • • • • • I • 2.375 r--2.125 L�.65Gr 8.250 .713 4.000 .062 � 1.988 { t.465 .125 • O GW 37888 CENTER HINGE -2128--{ j�-1J�I 0.2487-J'� 0.572 GW 37889-A O OUTER HINGE HINGE P114.. 6.310 0.572 725 yr ry 715 _.050 1 -i-1- I 1.799- 1.262 SIDELITE GLAZING BEAD (INSUI. LAM. GLASS) O PIVOT HINGE ( 1.500 SERIES -249 ALUM OUT -SWING DOOR W/ SIDELITES (LM.I TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 O DOOR TMBOTT-29276OM RAIL 19 1.500 x-.250 4.000 2.062{ 1�1.750� O DOOR JAMB/SIDELITE FRAME 8.55499 .125 875 .125 .062 1-- , 7.000 -f 1,376 F-- .062 .625 28 STD. SBILL AA5798DAPTER .500 166 -1- MID RAIL CORNER CHANNEL 093 I rI ,750 I_ .655 ) LOW THRESHOLD 8971)40 p-1.658 1.750 - 3.68 1 HINGE CAP 110 X 1/2 F.H. SMS it.625 062- 1.030 3.875 JI { 4000 062 4.090 1- ____i_ .635 1.275 I-� .250 1.829 HIGH SILL ADAPTER �^^f uu ' ��f tJ tJ t.a65--- .097 O DOOR HINGE STILE 8 TM-32995igi 29 TM -793 38 li 1- -2.157--i 4.530 1P5 INSUL. GLASS PANEL ADAPTER 0M-194 revisions: no .0 e .v •escnp Ion REV. PER 9NC COMMENTS NO WNNGE TWS SHEET UPDATED TO 2014 FOC NO CHANGE TICS SHEET 2AW a .562 1L .625 �� _ 1.595 187 1.____.1 930 r-� if -1. DOOR TOP/BOTTOM RAIL O TM -32994 4.659 093 e OR STILE SIDE t 7.689 rc 2.040 I' i} ._1 1 1.750 '7� 1,574 �5 T ` nn nn r .554 '{ .062 I{- 11 -e.{--.,060 ' n r 2.000 �1 { 4.000 X11 .075- .625 ^ FRAME SILL (STD.) `J BA5797 MULLION 15 TM -121A 30 SILL COVER TM -180 0 BUTT 2.126 L HINGE 1_2.625 --2.625---- PRODUCFREVISED rero.plrlrgwl6tlxFlorY r 4.000 ACTIVE LEAF LOCK STILE TM -172 { O WEATHER-STRIP ADAPTER GW -31826 < m .062 - MA•�Nr+laan No 0611-0 ) 1 "� 4.659 075 r 093 -1I ,999 LtM4KIN lice 1 e 0 =- �{ 1.287 {-- { I 3.790 7 1 4.000 t I { I _ T Engr: JACML Y (nom M•lat ilW u _o s 2.040 dll { (� 7.750.300- 1. t 1.554 - __.1{25 (.700 1.988 186-x,062 -938 FIA. PE / 70592 CA JS rd•etCMytj °' o r _, . '' .715 1)51) I- 1.799-1 0 GLAZING BEAD (LAM. CLASS) TM -157 ! ,...,-1.,._- 8 ==-� II I�2.011--1 31LOCK REINFORCING TM -782 I --1.779L I BAR .625 I ® ALT. DOOR I 4---1.750--t JAMB/SIDELITE FRAME 3B ALT. FRAME COVERW� ,'o'r drawingSIDELITE -�3 4.00j INACTIVE LEAFOSTILE TM -36048 BA BA (sheet 12 of 16 • •••• • • • ••• •• •• • ••• • •• •• •• • • • • • • • •• •• • • • •• • ••• •• •• • • • •• • •• • • • .•. • •• ••• • •• • • • FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 2 2A 3 3A TM -099 BA5797 8970KB BA5499 BA 1 • 1 •• 1 • __• 2 • AS REDD.• • 38 4 5 7 BA TM -172 TM -36048 TM -32995 TM -32994 GW 31826 F0 107 A5 REDD. FRAME•HEAD• • • . • 6063-T6 FRA�i 3 SILL STD • • • ___• •• e 6063-T6 LOW TSRESHOLD • • • • •:063-T6 FRAME•JAMB • 6 • • • • • • • • • • • • t 6063-T6 • AL7 DOOR JAMB/SIOELITE FRAME 6063-16 ALT. FRAME COVER 6063-T6 PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS 1 4 3/ LEAF ACTNE LEAF LOCK STILE • • • • • • 6063-06 INAt*VE •• : • 000 -.711E_• •• • • 6063-T6 AN EL HIS% STILE• • • • • • • 6063-T6 PANE: TO*/8IT013RA • • • • 6063-T6 VTHERSjRIP..DAPTBR • • • • • • 41- 6063-T6 BUTT HINGE 6063-T6 PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS END OF DOOR STILES (TOP/BOTTOM) SULLIVAN & ASSOC. 8A 3/ LEAF PIVOT HINGE 6063-16 LOIRA GW30769 AS REDO. SIDELITE HFAO/511.1. 6063-T6 10 11 12 GW 32222 GW -34808 FB 1202 2 DOOR LOCK INSERT 2/ LEAF 2/LEAF PRESSURE PLATE -TIE R00 FLUSH BOLT ASSEMBLY 6063-16 ALUMINUM ALUMINUM LOCK STILE 4" LONG SULLIVAN & ASSOC. 15 TM -121A 16 32001 A5 12100. A5 REQ.!). •H' MULLION 6063-16 FOAM FILLED BULB VeSTRIPPING .187 X .250 T -SLOT 16A 32084 A5 RED•D. MULTI FLAP FOAM FILLED BULB V/ STRIPPING 16B 7 19 32011 1801 TM -29236 AS 910'0. 2/LEAF 1 FOAM FILLED BULB W'STRIPPINC - FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-76 PANEL BOTTOM RAIL 6063-T6 .187 X .350 5-5105 M & M PLASTICS 20 AS REDD. /10 x 1/2" F.M. UNDERCUT SMS. STEEL AT FLUSH BOLTS 2 2/LEAF 1/2"0 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 23 25 26 28 29 30 DEAD BOLT LOCKING HANDLE KWIK-SET BA5798 BA TM -180 1 36 AS RE00_ AS REM. A5 REDD. 1 MULTI POINT LOCK ACTNE LEAF, 41" FROM BOTTOM DUST PLUG (OPTIONAL) PLASTIC #10 x 1" P.H. SMS. (ASSY. SCREW) STD. SILL ADAPTER HIGH SILL ADAPTER (USED WITH STD. SILL) STEEL 6063-T5 6063-T5 000R JAMB INSTALL. SCREW HOLES DOOR FRAME MEMBERS/MULL CUPS PER TM SPECIFICATIONS PER TM SPECIFICATIONS SILL COVER 6063-T6 PER TM SPECIFICATIONS TM -182 LOCK STILE REINFORCEMENT 6063-T6 PER TM SPECIFICATIONS 35 TM -157 4 SIDEUTE GLAZING BEAU (LAM. GLASS) 6063-06 SIDE LRE GLAZING PERIMETER 0, (0 a CO w Q M) O M rt 5 J LJ J Z -cc n TA OQ OOm -0 a- c C .O Z< M �NO dF 35A 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 510E LRE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-16 PER TM SPECIFICATIONS 38 DA -194 INSUL. GLASS PANEL ADAPTER 6063-T5 PER TM SPECIFICATIONS 39 A5 5100. SETTING BLOCKS (1/8" X 3/4" X 4" LONG) EPOM DUROMETER 80 t5 SHORE A FRAME BOTTOM CORNER MID RAIL CORNER SINGLE DOOR W/ 5.H. WDW. DOOR COMPONENTS Engr: JAVAD AHMA0 CML FLA PE # 70592 LAN. 3 ►RODUC F REVISED r emptying with the Florida inWi58 Code Aeeeptaece nu IS- 6\\ iEvle de bale 4'21 20+-\ Mi1•d Divid mint 0 4 C 5 Ldrawing n0. W11_03 (sheet 13 of 165 • • ••• • • • ••• •• •• • •• • •• •• • • • . • • • • • • • • • • ••• ••• •• • • • • • • • • • • • • ••• • • • • ••• EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •i I .. - ALTERNATE •-1J1_ . ANCHOR LOCATION Al D #10 2 1-1/2- FH SMS SEE ELEVATIONS FOR SPACING VENT HEIGHT j10 0 1-1/2- FH SMS SEE ELEVATIONS FOR SPACING • • • •• • ••• •• •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• ••• • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• PRODUC T REVISED aMplylag with the North A...$wwesNNo tS-OE e,N..w. Due 21 nor Po* P .rla�� SINGLE (X) OPERATING UNITS W/ S.H. WDW. HI -THRESHOLD OPTION CNN JAVAD AHMAD CML RA. PE 70592 CAN. 53B 32015 o0 L O to n 3 drawing no. W1 1-03 (heet 14 of 16 •••• • • • ••• • •• •• •• • •• •• • • • •• • • •• • • • •• • •• •••• •• •• •• • •• •• • • •• •• • ••• • •• •• • • ••• 3/8' MAX. SHIM 28Y 000 BUCK OR WOOD S "UCTUR 110 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8' MAX. SHIM METAL STRUCTURE O.L. OPG. (FIXED) S.H. WINDOW WIDTH 38-5/8" MAX. LEAF WIDTH 41-7/8" MAX LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION FRAME WIDTH .1 3/8' MAX. SHIM • • •• •• • • •• • • • • 3/8" :LAK. • • • • SHIM • • • • -'••• ••• • ••• • • • •• • • • • • • • • ••• • TYPICA ANSHO•S • • • • • • • • SV ELEV. • • • • • • • • FIOR•SPACIIM• • • • • • • •• • • • • • ••• •• HINGE OPTIONS SHEET 5 1BY , W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. ° FOR SPACING 38-5/8" MAX. LEAF WIDTH 41-7/8' MAX. FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. Engr: JAVA') AHMAD CML FTA PE 70592 CAN. .38 PRODUC E REVISED r ro.pyl8 wim rbr Florid. MaqAa 0. IT- Of. \,•OS i7eIrMI.• Mu. 24 L S 'oz s0 12 1 0 0 0 0 'm � .J 0 o 7 drawing no. W1 1-03 (sheet 15 01 16) • •••• • • • ••• •• •• • • •• • •• •• •• • • • • •• •• • •• • • • • • • • •• ••• •• • • •• • • •• • • • • • •• • • ••• • • •• • • ••• 1--1.937 T- .887 Ofi2 ''j 746 T --E .130 ITEM / PART p READ. DESCRIPTION MATERIAL MANP./SUPiLLER/REMARKS U 1.1 CW -31796 1 FRAME HEAD • • • • • • W63 -T6 Kai TM SPECIFICATIONS 1 .062 -�{I-' 2.1 TM -117 2 •-• FRAME JAMB II 3.1 - I • •_• • FRAME SILL • • • • �63-1t 4063-T6 PL� TM'IG710NS PEOTM IPEC•CATIONS RPORATION DEVELOPMENT FAX. (305) 262.8978 COMP—ANL \W11 _I_�l I 625 F-1.875 �� 0 FRAME HEAD .8J6 17.1 FIXED RAIL REINF. .375 I I� 4.1 GW -36123 1 MED MTG. RAL • • • • • • • • I�-T6 •• ?EF •TLS SPECIFICATIONS .250--i F-- 5.1 TM -113 1 STD. VENT TOR RAL 6063-56 PER TM SPECIFICATIONS 6.1 TM -112 1 VENT BOTTOM RAL 6063-56 PERTM SPECIFICATIONS 7.1 GW -31802 2 VENT JAMB • • • • • • 163 -TT P1R j?SSECIFICATIONS 9.1 GLASS STOP ANGLE 8.1 TM -its 2 NT NE SPRING LGOEO EGRESS•L K o•�OM �N �•-•--• QC �'• OC •6001-T• • PER 7M•SPECIFICATIONS 750j- 8A.1 - 2/VENT LATCH LOCK O 6" FROM ENOS • • • • • *CAST : PER TM $�ECIFICATIONS AL-FAROOQ CO ENGINEERS & PRODUCT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 9.1- A5 9100. •--• -• • GLAZING STOP ANGLE •• • • • *ALUMNUS •14R 914•SPECIFICATIONS 10.1 - 2 VENT STOP (5-1/4" LONG) PLASTIC PER TM SPECIFICATIONS 11.1 - 2 SPIRAL BALANCE - GLOWELL 12.1 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS 1.000 .050 L_ r� `„ I 1.749 2.541 .095 13.1 VN -3045 AS RE00. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONS 14.1 W43201 A5 RE00. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 40 15.1 W43371 AS RECD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 4.1 FIXED 937 MEETING RAIL I. 19.1 DOOR 1.� I -1.563--i� STILE REINF. 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 z 1" pH. 5M5 17.1 - - 41860 RAL REINFORCING ALUMINUM PER TM SPECIFICATIONS 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS N •11 S.H WINDOW COMPONENTS l[SERIES-249 ALUM OUT -SWING DOOR W/ DIDDLED TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL. (954) 781-4430 FAX. (954) 781- --1.750 --.940 1-� 1.1256 r 1.562 1 .658 T- .750-.062 I I -..i 1.045 - *1.1 ® 1 -/ �j e �// 750 1--- SASH SIDE RAIL .1 STD. VENT TOP RAIL 969 VENT TOP CORNER (revisions: ) REV. PER RER COMMENTS�.� 1 .787-�® 1 1.875 077 FRAME TOP CORNER I i ....1] 913 � 11 �^ PROITIIC f REVISED rww )Mi w{t►Ile Flnrl4 I �I Acce9lc•(e No lc_o LIL t ® 21 te%-1 _6 UE. F -,"'a a li b a N W o z z - .882 .062 .674 ff` .055-I I .617- M-1.469 2.t FRAME JAMB Imo, � i>y1nlw. MI< qpm/ n e.t SASH LATCH II � R %1 Pail. F �Ist • u = `n 2 =in s 8 a 2.250 1.362 c:fIi:::-'i-i' 4- -2,050 .062 2.826 I Iy a a < / / , �� 4. _ / / Eng,:JAVAO AHMAD CML PE C.A.N. 35.8 I2725 ' n 6.t VENT I .7501- BOTTOM RAIL I I-4._1.937 --1 C) FRAME SILL FRAME BOTTOM CORNER I' JI VENT BOTTOM CORNER S/4132Ui i drawings no. W1 -03 (sheet 16 of 16) 8/28/2015 Florida Building Code Online Florida Departmental Busines Professi a Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts 1 Publications FBC Staff I BCIS Site Map I Linl License efficiently. &gt rtefairly. F E OF TAR Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL15920-R1 Revision 2014 Approved T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (305) 888-0077 joe_sixto@usalum.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Frank Bennardo frank@engexp.com Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer 7' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE -0046549 • • Quality Assurance Entity National Accreditation & Manage ryntlitlitute • Quality Assurance Contract Expiration Date 12/31/2019 • • • • • • Validated By Keith E. Lorinos, PE • • 71 Validation Checklist - HardcopyRtedr ?d • Certificate of Independence FL15920 R1 COI Indeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option D • •••• •••• • • • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • •• • • • • • • • Yar• • • 1994 • ry-ya••• 1994 • • • • •• • • • https://www.floridabui I ding.org/pr/pr_app_dtl .aspx?param=wGEV XQwtDgsDdFYerPl wHD3 kts0j 8%2faITX5oiA W amZ08EXOFi 2I xCQ... 1/2 8/28/2015 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/28/2015 05/01/2015 05/10/2015 06/22/2015 i ` ummary of Products FL # Model, Number or Name Description I 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL15920 R1 II Dwg.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Yes Evaluation Reports FL15920 R1 AE Evai.pdf Created by Independent Third Party: Yes Back] 'Next] Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. .. •• r t - r • :: Privacy Statement :: Accessibility Statement :: Refund Stat Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not s: mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant t: 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to sup address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chap please click here . Product Approval Accepts: CMk cunt 'NFTRIC CreditSArrl • • • • •• • • •••• • • •••• • • •• • • • • • • • • • •••• • • •••• • • • • • • • • •• • • • • • •• • • •••• • • • https://www.floridabuil ding.org/pr/pr_app_dtl .aspx?param=wGEV XQwtDgsDdFYerPIwHD3 ktsOj 8%2faITX5oiA W amZO8EXOFi21 xCQ... 2/2 PoE•R■T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/27/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#15920.1-R1 15-2370 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2370 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per.1. report(s) #0611.01-12 by American Test Lab of South Florida (ATL). •• • • • •• • • Large missile impact resistance and cyclic loading performance have been tested in ac .orriapge witljTAS' 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab of Spa/ Florida . (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity •••• • • •••• • • •••• •••• • • Raised EM ' I Valid for Pg6'stiS '•:2 • %OC.A. #. uy# • IDA. • ( •Q. /3 3 4 ��1t111��` 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL PHONE: 954-354-0660 FAX: 954-354-0443 WW W. ENGEXP.COM • •• •. • • 1 • •. • • • ``~� ENGINEERING EXPRESS"` 4/27/2015 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (Le. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed Toads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contaminationsand • other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVH»+.•• • • • •••• • • • • • •••• • • •••• • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • •••• • • • • • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • •• • • •. • • • • • •. • n TM WINDOW & DOOR . . • SERIES 300 ALUMINUM FIXED WIII1DPW;*; LARGE AND SMALL MISSILE IMPACT RESISTANT • • • • • • • • • • ••• •• • • •• • • • • •••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 13-0129.27 AND E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. FL #15920.1 FRANK L. BENNARDO, P.EN 15-2370 SCALEI NTS 101 PA•! D!SCRIFTION1 COVER SHEET 8 J LL 0 8 POSSIBLE ARCHITECTURAL SHAPES. NOpPSEAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND • UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT TRIANGLE HALF -CIRCLE HALF ELLIPTICAL QUARTER CIRCLE TRAPEZOID FULL CIRCLE EYEBROW PENTAGON OCTAGON r ARCH GOTHIC • •••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • • •• •••• •• • •• • • •• • • •• • • • • • ••. • a • • ••• JOINj:VELD. : POINTSITYP. • • (MAY \DRY) • • ••• ••• SURFACE APPLIED FALSE MUNTINS OPTIONAL EXTENDED FULL ELLIPSE HALF ARCH OVAL EQUAL LEG TRIANGLE HEXAGON FAN ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf. MAX. HOTDOG • • • • • • • 12" MAX. FOR ANCHORS • TYPEA&C • OR 3" MAX FROM • 6;I RX. FOR AI ORS • i'AirJOINT OR NE B • • • CORNER 57 3 • -iirli • • ♦I 1I• _•._"i • U .fit — • •••.4.,19 ,_ •• • • `` `N\ algOnRPO, P.E. 41z'S ONLY D.L.O. WIDTH = WINDOW WIDTH -4" D.LO. LENGTH = WINDOW LENGTH -4" FL #15920.1 NOTE: t- Y -{ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 11 1 x A z CONDOS BEEFH•O DAMS SCALE: j01 PAGE DESCRIPTION: COVER SHEET J • • •• •• • • • • • • • • ••• • • • • • • •• • • •••• • • • ,•• • • EXISTING HOST STRUCTURE OPTIONAL SURFACE APPLIED MUNTINS FRAME HEI METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4' MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING • • •• •• SEE MULLION APPRQVALS FQ( MULLION TYPE AND‘IZE. • • • EDGE DIST ••• ••• WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION VERT SECT 1/4" MAX SHIM • • • • • ••• • • • ••. • •• •• • • • •• • •• • • • • • • • • • ••• EDGE DIST • • • ANCHORS PER • • ANCHOR SCHtALE. • SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING • • • • • • •• AV WOOD BUCK • • • •• W4i MAX SHIM • • ANCHORS PER • • ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL ANCHORS: SEE ELEV. ON PAGE 2/8 if ANCHOR CHARTS FOR SPACING B. QUANTITY ? TYPE 'A' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. 1 TYPE 'B' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: Ye" THK. MIN. (Fy=36 KS1 MIN) ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 4.=... INTO METAL STRUCTURE = 3/4' MIN. NAROO, P.O.'S FL #15920.1 z w 0 m 6 LL F. g a =�G §C O E g a$ o O N in F gz O 0Eli 2 COPYRIGHT EIGIPEERMO SPREES 15-2370 SCALE. NTS )01 PAGE DESCRIPTION. COVER SHEET 8 l METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063 -TS MIN. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING LFRAME WIDTH 1BY OR 2BY 1/4" MAX SHIM WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING X T 1 NOTE: } X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63" AND FRAME WIDTH OF 533/8" HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 533X" AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE ( ) FOR EXAMPLE VALUE IN SCHEDULE "A." INTERIOR 1/4" MAX SHIM • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • • • • •• •••• •• • •• • • •• •• • •• • • • x OR 2xW D • UCK (OPT NNL) • • • • • BED: • • • • • • ••• • ••• TYPICAL SECTION 6" = 1'-0" EXTERIOR D.L.O. FRAME WIDTH HORIZ SECT • •• •• • • • • • • • • ••• • itO ETR 8••• •:• 4)R SPA) NG• • • • • • • • • • • • • • • • • • ••• •• ISTING HOST STRUCTURE SCHEDULE I"A11 FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO 070 Pet(SEE PAGE 2) FL #15920.1 0 COPYRIGHT DIODEH•p EXPRESS 15-2370 SCALE. NTS 1 01 PAGE DESCRIPTION. COVER SHEET 1 DESIGN" , (ASD METHOD) FRAME DIMENSION (X) FRAME .„, 3 itinn LASS TYPE M 1 g CLASS TYPE M5 GLASS TYPE M8 GLASS TYPE IG1 GLASS TYPE 0/2 DIMENSION .• ”- .. ... (*) P.S.F. (-) P.S. "^• .-. = ...+••...1- P. *) •.S.F. (-) -. .F *) P.S.F (-) P.S.F. (*) P.S.F (-) P.S.F. 213.37" 261!7 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 80 70 70 70 70 80 80 BO 80 BO 80 60 130 70 70 BO 60 63 VC 70 70 70 70 80 80 80 80 60 80 80 130 70 70 BO BO 74" 70 70 70 70 80 60 60 80 BO 80 80 130 70 70 80 60 1081!4' - - - - - - 60 80 8a 80 80 130 - - - - ""' - - - - 00 80 BO 60 80 130 - -•- 1 70 70 70 70 BO 80 00 80 BD 80 130 70 70 BO 80 '.:—I1113�� - • —�'-' I� - .•.. 80 80 BO 80 80 80 80 130 70 70 B0 B0 70 70 I 80 80 80 80 60 80 BOBO 130 - - BO BD 98918'MAW - - 80 80 80 00 80 80 80 130 - - BO 80 toe 1/' - - - - - - BO BO BO 80 80 130 - - - - 111111' - - - - - - 60 BO 80 BO BO 130 - - - - 50 5/8" 261/2" 70 70 70 70 80 BO 80 BO 80 60 80 130 _70 70 80 80 3T 70 70 70 70 80 80 BO 80 80 80 BO 130 70 70 BO 80 553 1/8" - - • - - - BO BO 80 80 - - - - - 74" - - - - 8o B0 80 BO - _ - - - 106114• - - - - - - 80 B0 80 80 - - - - - - 1111/4" - - - - - 80 BO 80 80 - - - - - 63' 26 1/2" 70 70 70 70 80 00 80 80 80 80 60 130 70 70 80 80 37' 70 70 70 70 80 80 80 80 80 80 80 130 _ 70 70 BO 80 531/8" _ _ _ (80 so,) 80 80 - - - - _ 74' - - - - - - 70 70 70 70 _ - - _ - - - - 106 1/4" - - - - - - 70 70 70 70 _ _ - - _ 111114" - - - 70 70 70 70 - - - - - - 74 1/4“ F 26 1!2" 70 70 70 70 80 80 60 80 60 Bo 80 130 70 70 80 80 : 70 70 70 70 80 80- X80 60 80 80 130 70 70 80 BO I _ - _ _ 'Y 80 80 80 - - - - - - - - - _ - 70 70 - -•- - - 1061/4" _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1111/4• _ _ _ _ - - - • 77116 28 1/2" 70 70 70 70 ao 80 80 60 60 80 80 130 70 70 80 80 37. 70 70 70 70 80 e0 80 BO 80 BO 80 130 70 70 80 80 63 1/8' - - - - - - 80 80 80 BO - - - - - - 74" - - - - 70 70 70 70 - - - - - - 1061/4" _ _ _ _ _ _ _ _ _ _ _ _ _ - 1111/" _ _ _ _ _ _ _ _ • _ _ _ _ _ _ FL #15920.1 0 COPYRIGHT DIODEH•p EXPRESS 15-2370 SCALE. NTS 1 01 PAGE DESCRIPTION. COVER SHEET 1 SCHEDULE "B" FOR SQUARE OR RECTANGLE OPTIONS- OTHER SHAPES ARE LIMITED TO 70 Psi (SEE PAGE 2) DESIGN LOAD CAPACITY (ASO METHOD) FRAME DIM(X) FRAME 010 (Y) 36" 48" 24" 30" GLASS TYPE 541 (+) P.S.F 70 70 GLASS TYPE M2 (-) P.S.F.(+) P.S.F 70 70 70 70 (-) P.S.F. 70 70 GLASS TYPE M3 (2) P.S.F 80 36' 42 70 70 70 70 70 70 70 70 4r 54" 70 70 80- 86. 72 74. 24' 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 ao 80 ao (-) P.S.F. Bo 80 GLASSTYPE M4 (+) P.S.F Bo 60 (-) P.S.F. BO 80 GLASS TYPE M5 1+) P.S.F so 80 GLASS TYPE 518 (-) P.S.F-(4) P.S.F 80 80 80 80 GLASS TYPE IG1 GLASS TYPE IG2 (2) P.S.F ao 80 130 70 130 70 70 70 80 80 B0 80 80 80 80 ea 80 80 80 80 80 BO 730 130 70 70 70 70 80 80 80 80 70 70 70 70 70 70 70 70 BO B0 BO 80 80 Bo B0 80 80 80 80 80 80 00 B0 80 80 BO BO 730 130 70 70 70 70 140 80 BO 80 80 80 80 80 80 80 130 70 70 80 60 60 80 80 BO 80 80 80 B0 80 BO B O 80 80 80 80 80 80 B O 80 BO 80 80 130 130 130 130 70 70 70 70 70 70 70 70 ao ao BO 80 BO 80 80 BO BO 80 30" 70 70 70 70 70 70 70 70 80 B0 00 80 B0 BO 80 80 80 80 B O 80 80 80 130 130 70 70 70 70 80 BO 80 80 42" 48" 54" 60' 68" 72 74. 70 70 70 70 70 70 60' 74" 77)6" 64' 24" 30' 38" 42" 48" 64" 60" 66" 72" 74. 24" 30" 36" 42. 48"I 54'; 60' 68'', 72 74" 24" 70 70 70 70 70 70 70 70 70 70 70 70 70 70 80 50 BO BO 80 80 ao 80 80 80 B a B o 80 80 80 80 80 80 80 80 80 80 80 B O B0 80 80 80 80 80 80 60 80 80 80 BO 80 80 80 00 80 80 80 80 ao 82 80 BLI 80 130 130 130 130 130 130 130 BO BO so ao 80 00 80 80 B O so 80 80 80 80 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 80 80 ao B0 80 80 80 80 80 80 _60 BO BO 80 80 80 BO 80 B0 70 70 70 70 70 70 70 70 70 70 70 BO BO 80 80 60 60 B O 80 B0 80 80 80 B0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 B0 80 80 80 80 60 80 Bo 80 80 80 80 80 80 80 80 80 70 70 70 80 80 00 B0 80 80 70 70 70 80 80 80 80 80 80 70 70 70 BO BO 80 80 80 80 80 80 80 80 80 80 BO 80 80 80 70 70 70 80 80 80 GO 80 80 80 80 60 80 so ao 130 130 130 730 130 130 130 130 130 130 130 70 70 70 70 70 70 70 70 70 70 BO 80 80 80 Bo 70 70 70 70 BO so so 80 80 80 ao 80 BO BO 80 80 go so 80 80 80 30' 38" 42 70 70 70 70 48' (10" 80" 72 74. 24' 70 70 70 70 70 70 70 70 70 70 70 70 80 80 80 80 80 80 80 80 80 B O eo 60 BO Bo BO 80 70 70 70 80 80 BO B0 80 Bo 80 70 70 70 80 Bo BO 80 B o 80 80 70 70 70 80 80 BO 730 70 70 80 B0 BO 80 80 80 70 70 70 80 80 80 80 BO 130 130 130 130 70 70 70 70 80 80 80 80 Bo Bo BO 80 30" 36" 42" 70 70 70 70 70 70 70 70 70 70 48" 54" 80" 70 70 B0 80 80 80 80 80 80 80 80 80 60 00 80 BO 80 80 80 60 BO 80 80 80 B 0 Bo B O 80 80 BO BO 80 80 Bo BO 80 BO 80 730 130 130 70 70 70 70 130 80 BO 80 80 80 80 BO B O 60" 72. 74. 70 70 70 70 70 70 70 70 70 70 70 70 FL #15920.1 FRAME FRAME 2151 (11 24. 48. 54" FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE umnmo TO 70 PO (SEE PAGE 2) • 70 70 03 70 70 DESIGN LOAD CAPACITY (ASD METHOD) GLA$S TYPE In 81 80 -816 80 Be DO 80 80 80 GLEAS TYPE?. gGLASS TYPE MS OD 110 80 BO 80 70 • Bo 80 Bo 70 ea 72. • Op • • • 70 80 80 03 60 80 80 70 70 79 (-) P.S.F. 80 80 80 Bo 80 70 70 70 GLASS TYPE M6 BO Eo 80 BO 80 130 730 130 130 130 70 70 70 70 70 GLASS TYPE IG2 (2) P.S.F 80 80 80 80 ea 80 80 80 80 80 88. 122. 24. 42" 413. 54. • • • 70 70 80 • BO BO 60 ea BO Bo BO BO ao 80 80 80 BO 80 80 80 80 80 80 80 80 80 ea 80 80 80 130 130 130 190 80 80 80 80 80 80 80 80 Bo 80 04. 130 70 70 70 80 BO 80 80 70 70 70 BO BO BO BO 70 70 70 80 BO 80 80 70 70 80 80 Bo eo 80 80 130 130 130 54. Br Nr 48. 74. 36. 42. 48. 54. or 72. 74. BO BO 80 80 70 70 70 BO BO BO BO 80 60 80 70 70 70 70 70 70 70 70 70 70 70 70 70 BO BO BO BO 70 70 70 80 DO 80 BO 00 80 BO 70 70 70 70 70 70 70 70 70 70 70 80 80 80 80 70 70 70 80 80 80 BO 80 BO 80 70 70 70 70 70 70 70 70 70 70 70 80 80 80 80 70 70 70 80 80 80 80 80 80 00 70 70 70 70 70 70 70 70 70 70 70 80 Bo so 80 so 80 80 130 130 130 730 130 130 130 70 70 70 70 70 70 30. 38. 42. 48. 54. 88. 72" 74. 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 144. Nr 4r 60. Br 72. 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 42. 70 70 70 70 70 70 54. ar 74. 01861•0614 P - L. ZuA grieeM 0 0 <51 22, cn 15-2370 SCAM NTS 1 01 PASO INE5CIUMON: COVER 11EET • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • •• • • . • • • • • • GLAS TYPES .090 BUTACITE PVB .090 BUTACITE PV INTERLAYER INTERLAYER K. ANN. K. ANN SEALANT 51," DEPTH MIN. (TYP.) SETTING BLOCK AT POINTS SEALANT 3(." DEPTH MIN. (TYP.) 3(6" ANN. )(6 ANN SEALANT 36" EPTH MIN. (TYP.) .090 SGP INTERLAYER W H.S. 3(" H.S. r7 SETTING BLOCK p )INTSII0 ��'sIT11 `� '�� SETTING BLOCK AT 3i POINTS o V.' o(OM 3'; H.S. SEALANT 3G" • • • • • .090•BYTACIV 4 • • • INTERIfWER • • • • • VIii• • • •• •• 34:4' j SEALANT W EPTH MIN. (TYP.) PTH MIN. (TYP.) O SETTING BLOCK ' • p: 1• NG LUCK illin AT 3'i POINTS I L� • Ya7 1 0 mT' • • • • • • •• •• • • 090 SGP INTERLAYER (6" H.S. .090 SGP INTERLAYER W TEMP Re TEMP SEALANT Y/6" • DEPTH MIN. (TYP.) g n0G o�m SETTING BLOCK AT 3'a POINTS .090 BUTACITE PVB INTERLAYER Y. ANN. SEALANT Y/6" DEPTH MIN. (TYP.) YY6 ANN. AIR SPACE 3'i ANN. SETTING BLOCK AT 3'a POINTS MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS ON3001 0.063" SILL/JAMB/HEADER EXTRUSION 6063-T6 OTM -326 1/8" GLASS STOP FOR 1" GLASS 6063-T6 OTM -327 1/8" GLASS STOP FOR 9/16' GLASS 6063-76 ® - 0.050" SNAP COVER 6063-76 $ - 0.370" HIGH D VINYLS BULB AND 0.187" T -SLOT TPE POLYPROPYLENE 706 5/16" GLASS ULTRAFAB 6 32001 VINYL BULB - 0.175"• INSULATED GLASS GLAZING BEAD AMESBURY O32011 VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY - (2) /8 X 1 SAM SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY ///® - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD NI - - 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1© - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 Q- RAPID STRENGTH 8G57700 STRUCTURAL SIUCONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS - ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TYP.) 5052 632 AUJMINUM Q- 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL (3 - 7/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL C- PRIMARY SEAL PIO CO- SECONDARY SEAL SILICONE .090 BUTACITE PVB INTERLAYER 3(6" H.S. SEALANT 3S" DEPTH MIN. (TYP.) 6" H.S. )(' AIR SPACE Ys" H.S. SETTING BLOCK AT 34 POINTS * ONLY APPROVED FOR LARGE MISSILE IMPACT FL #15920.1 FRANK Y RR66il±Sd4 a pi BABE 15-2370 SCAM NTS 101 PAGE DESCRIPTION: COVER SHEET 0 1.269 3.033 1.269 3.033 NOTE: PART #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION EXPOSED SURFACES EXPOSED SURFACES 0.270 OOu In In 00 M N p ci - 0.022 . , —L 0.080 0.080 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • ••• • •• • • • ••• • 0.129 • • •• •• •• • •• ••• •• • • • • • • 0.08=1 • • ••• • • ••• 0.031 • • • • • • ••• • ••• • •• •.-• •• • • • • m • • O • • • • • ••• •• •• • • M •• rn 0.056 0 N • • 0.095 0.050 rn N 0 0.202 0.p50 i1.139 } O.OSQ.1 O �� I 1.000 0.125 NOTE: EXTRUSIONS NOT TO SCALE. 0.570 0 -11 0.813 14 0.090 FL #15920.1 15-2370 scum NTS 101 PAGE DESCRIPTIOND COVER SHEET 8 J FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). • • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • • •• •• • •• • • • •• • • • • •• •• • • • • • • •••• •• ••• •• • • • •• • • • SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL J N J Q f a QW• d 3Hna Z m ▪ m ‘4.1.'421 a 6 O Co bo z W LL ■ Ye 11 CCPYRIGHT DICKERING WREN 15-2370 FL # 15920.1 PAGE NTS iD1 PAGE ocacHwrioNi COVER SHEET #8x 1" GRADE 2 SMS (FOR 90° CORNERS ONLY) 8 0 O 1 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ?(TICS_OPTANCE (NOA) T.M. Windows LLC 1543 N. Powerline Road Pompano Beach FL 33069 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 "805" Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W0-81, titled "Series 805 Alum. Horizo tal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Cor�t�ol Revision stamp with the Notice of Acceptance number and expiration date by the 1 Iiarlr4;DadeCounty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .. . . .•• LABELING: Each unit shall bear a permanent label with the manufacturer's 1Patrteor logo, ity, stater, model/series, and following statement: "Miami -Dade County Product Control Aplfrt .' d", unle!S'tltherwist•••••• noted herein.•• ••• • RENEWAL of this NOA shall be considered after a renewal application has beetz111%4 and ther%has been .• no change in the applicable building code negatively affecting the performance of this preduct. • • • TERMINATION of this NOA will occur after the expiration date or if there has:bean a revis'on or chant....: in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as at?,F1Ao:sement • of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0107.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY APPROVED NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1110.02) 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, TRS 242-94 ' along with marked -up drawings and installation diagram of arlvg}inumitoriiental •'. rolling window, prepared by Fenestration Testing Laboratory,Ii .gest RepprtNo. • • FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Riond�t,.P.E. R. • • • • • • (Submitted under NOA No. 09-0105.02) "" ""• 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading (K'$C T Sw 2 -94 • 2) Large Missile Impact Test per FBC, TAS 241i% 4, .' 3) Cyclic Wind Pressure Loading per FBC, 'f.AS'2(53-94 ... along with marked -up drawings and installation diagram of abamjtiym horirzontal • • rolling window, prepared by Fenestration Testing Laboratory, Inc.,'I'est Rtpti.No. ' FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) Zit Manuel ' ', P.E. Product Contro ILW miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E - 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. 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 horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS •• 1. Anchor verification calculations and structural analysis, comp:yir with I1BC-5"' •. Edition (2014) and of no financial interest dated 03/16/15 anct.Zil‘ikd on J'0415, • prepared by Al-Farooq Corporation, signed and sealed by Jaw4 umad, P.E.. . • 2. Glazing complies with ASTM E1300-09 • • • •• ••• • • •• • • • D. QUALITY ASSURANCE „•„• , 1. Miami -Dade Department of Regulatory and Economic Resouls,(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amexiea,elne. fog:t%eir •• "SentryGlas® (Clear and White) Glass Interlayers” dated 06/25/15, expiring on 07/04/18. 2. 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. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. • . • .• . • E-2 J/- / Manuel P- ., P.E. Product Contrs. Ex iner NOA No. . 1505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No, FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA # 09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window LLC, for their Series "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. . . . . .. . . • . . . .... .... . . .... .... . . • • . • .. .. . .... . . . . • . • • • . Manuel P• •, P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 F,-3 • • ••• • • • ••• • •• • • • • •• •• • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• 3/16" ANN. GLASS — 3/16" HEAT STREW() CLASS .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" Interloyer -Kuroroy SenlryClos By 'Kuroroy Americo, Inc.' -3/16" ANN. CLASS 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY LTYPE 'A' 7/16" OVERALL GLASS 3/16" HEAT STREN'D CLASS .120" Interloyer Uvekol 5 By 'Allnex USA, Inc.' SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LRES WIDER THAN 36" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interloyer Uvekol S By 'Annex USA, Inc.' 3/16" HEAT STREN'D CLASS 3/16" ANN. GLASS SILICONE GE RGS7700 OOW CORNING 995 n 2 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'C' 1/2" OVERALL GLASS SILICONE -GE RCS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES DER THAN 36" ONLY TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM IIORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 dr 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Gloss 8y 'Eastman Chemical Co.' r1/8" ANN. GLASS SILICONE GE RCS7700 / DOW CORNING 995 -- 0 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS ADDL. ANCHOR READ. FOR INSTALLATIONS INTO MOOD STRUCTURES OR THRU W00!• BUCKS MND MASONRY • • • ••• •• FALSE MUNI'INS (SURFACE APPLIED) MAY BE USED \ •• Y • • 1L.• • • • •• •1 • • • •• •• • 7�"• MA • WINDOW WIjTH • • • •• •••9Z~ 6" MAX. 6" HEAD 3" SILL •• •-01• •• • • NO 1 1 • 32 7/8" ❑.L. OPG. 37 1/2" HEAD/SILL CORNERS nx § VENT TYPICAL ELEVATION XO OR OX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE '8' INT.(-) 90.0 130.0 GLASS TYPE '0' EXT.(r) 1 INT.(-) 90.0 1 90.0 GLASS TYPE '0' EXT.(+) 1NT.(-) GLASS TYPE 'E 55.0 55.0 EXT.(5) I INT.(-) 79.0 I( 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO 580.0 FSF. THIS PRODUCT FLYS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED A5 SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 9E 80(090 WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 r(HESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. Engr, JAVAO AHIAAD CML FLA PE 8 70592 C.A.N. 3538 APR T9'7 2015 PRODUCT REVISED as complying with the Florida Building Code 7 i�-05o Acceptance No Bx'iration Dere SF?f� 4 BY i hliani "A . . PraducT( CO z 0 g O o a re of o ORQ`,<0 Q o LL cc O Q IH td 9 o "?ni L^ (±W 3 I 9 0 O e O M 6 wwL Z S O U w a OOm 1 Zcotfl� W H- d H ca HORIZONTAL ROL a 0 0,5 z � LT 0 32 m N V. ii 1 1 drawing no. W08-81 sheet 1 of 777 _,) 0 VENT HEIGHT 56 1/2" • C D.L. OPG.vin .„.4), c�1�-� •• 1 II I L 1 ••'II • II ••.• • • • • • MI • :',• • 1 it JL D ,_/ 1 _ i Ig II II II II 32 7/8" ❑.L. OPG. 37 1/2" HEAD/SILL CORNERS nx § VENT TYPICAL ELEVATION XO OR OX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE '8' INT.(-) 90.0 130.0 GLASS TYPE '0' EXT.(r) 1 INT.(-) 90.0 1 90.0 GLASS TYPE '0' EXT.(+) 1NT.(-) GLASS TYPE 'E 55.0 55.0 EXT.(5) I INT.(-) 79.0 I( 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO 580.0 FSF. THIS PRODUCT FLYS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED A5 SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 9E 80(090 WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 r(HESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. Engr, JAVAO AHIAAD CML FLA PE 8 70592 C.A.N. 3538 APR T9'7 2015 PRODUCT REVISED as complying with the Florida Building Code 7 i�-05o Acceptance No Bx'iration Dere SF?f� 4 BY i hliani "A . . PraducT( CO z 0 g O o a re of o ORQ`,<0 Q o LL cc O Q IH td 9 o "?ni L^ (±W 3 I 9 0 O e O M 6 wwL Z S O U w a OOm 1 Zcotfl� W H- d H ca HORIZONTAL ROL a 0 0,5 z � LT 0 32 m N V. ii 1 1 drawing no. W08-81 sheet 1 of 777 _,) 0 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• • • •• •• • • • ••• • •• •• • • ••• ADDL. ANCHOR RE00. FOR INSTALLATIONS INTO W000 STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED } L(D` %/ v •/ 32 7/8" -14 111" MAX. WINDOW WIDTH 10 1/4' MAX. HEAD \SILL AT FIX. LITE ; 9 3/8" MAX. HEAD\SILL AT VENT 6" MAX. HEAD/SILL CORNERS 1 ./ m 33 1/2" D.L. OPG. 37 5/8' VENT WIDTH D.L. OPG. XOX SIZES 32 7/8" 01. OPG. 37 5/8" VENT WIDTH MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS EXT.(+) 90.0 TYPE '8' 1NT.(-) 130.0 GLASS TYPE 'C' EXT.(+) 90.0 1NT.(-) 90.0 1 GLASS TYPE 'E' EXT.(+) 1NT.(-) 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF. a•=110 ADDL. ANCHOP REQD. • FOR INSTALLATY4S INTG_ W000 STRUCT ES OR • THRU WOOD 8UCKS INTO 14SONRY • • • ••• FALSE MUNTINS (SURFACE APPUED) MAY BE USED I 1 • • • • • •• • • • •• •• • • "• • • • • • • 111 MAX. ••• • •WIN1 WIDTH •� OS 14 7/8" 3' MAX. 3' •• • • 1- HEAD ••0----. • I • • • 1 • •I 1• • 1 I 1 TYPICAL ELEVATIONS 24 5/8" 50' MAX. D.L. OPG. 29 1/4" VENT WIDTH D.L. OPG. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 24 5/B" D.L. OPG. 29 1/4" VENT WIDTH GLASS TYPE 'A' CLASS TYPE 18' EXT.(+) INT.(-) EXT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 Engr: JAVAD AHMAD CML FDA PE 070592 CAN A 538 APR 072015 6" MAX. HEAD/SILL CORNERS fa � 0 PRODUCT REVISED as complying with the Florida Blnldiug Code `�O� Acceptance No Ex'ration Date By M1wni Alla A, lla ade Product C 0 L v S o 0 o � drawing no. W08-81 (,heel 2 of 7 WINDOW HEIGHT 58 3/4" VENT HEIGHT 56 1/2" D.L. OPG. Inl I i • • 1••I /LD / 5 I 11 11 • • • • • • J 1 I 1 I � =.1c===-.1; 1 • • • • • • • 1• 1 u _ 11 // - .u/ J 4 n 11 1. I1 II 11 it 11 11 11 DL OPG.._-. II _.L__.._.._.__...__• -ter it • I • • 11 I 11 n� .I/ (' ====q --,c_ 1I JI 11 11 118 - 1 1 - 1:_ az —_!."1 • a TYPICAL ELEVATIONS 24 5/8" 50' MAX. D.L. OPG. 29 1/4" VENT WIDTH D.L. OPG. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 24 5/B" D.L. OPG. 29 1/4" VENT WIDTH GLASS TYPE 'A' CLASS TYPE 18' EXT.(+) INT.(-) EXT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 Engr: JAVAD AHMAD CML FDA PE 070592 CAN A 538 APR 072015 6" MAX. HEAD/SILL CORNERS fa � 0 PRODUCT REVISED as complying with the Florida Blnldiug Code `�O� Acceptance No Ex'ration Date By M1wni Alla A, lla ade Product C 0 L v S o 0 o � drawing no. W08-81 (,heel 2 of 7 • •• • • • • • • • .•• • • • •.• • •. • •• •• • • • •• •• ••• • • •• • •••• •• . •• • •• • •• •• • ••• • • •• • • ••• I BY W00D BUCK a; 0 0 X TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST: T VENT HEIGHT 1 110 X 3/8" PH SMS 2 PER CLIP 4" LONG INO LOAD CLIP SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • •. METAL .T•UCTURE • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR.SPACING • •• • • • •• • . ICE ••• 01ST. • u,m • •v •• •• • • •. �. •• • •• r• -• I IAMIAAOE COUNTY APPROVED Iy�A'ULLIQJ dr MULLION ANCHORS L1EE SCPTE NOA •i•EDGE DIST --7r41 • • • 'TYPICAL ANCHORS —SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy=155 KS1) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS SELF DRILLING SCREWS BY 'ITW' (GRADE 5 CRS) 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 8E PLATED OR PAINTED) WEEPHOLES: W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH ENO W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CLIP ADAPTER aTYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE GIST. TYPICAL ANCHORS • v �\I 3 PER CLIP _EOGE_DIST._ COMP-ANL\W08-811 °MIL 1j14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SLL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 P51 MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm = 2000 P51 MIN. 3 1,1 1. Engr: JAVAD AHMAD CML FIACA PE 13538 70.592 PR 0 7 201'. PRODUCT REVISED as complying with the Flodd& Building Code , AcEx <eptacce No ration Date • srrt11 • di i. ti Dade Product Contra! CC cn to 4 <ctct on o0 JwLT: Z N 000 Z° 3Z¢ + 0- E: .(00 Ott B S 2 o 8 s (drawing no.' W08-81 (sheet 3 of 7j • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 1/4' SHIM MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 VENT WIDTH 1/4' MAX. • • • • • •• •• •• • • •• •• • • • • • • • TYPAL ANCHO.6 • • • • • • SEE•ELEV. • • • • • • F•R•S•ACING • • • • • • • • v . a •• ••• •• • A ••. • • 1BY WOO BUCKS 1/4' SHIM MAX. VENT WIDTH EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE BY WOOD BUCK OR Oar STRUCTU0RE 1T♦V,a 1 I �~ u�l TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH • • • •• D.L.O. EXTERIOR WINDOW WIDTH 111 XOX LAYOUT MIAMI-DADE COUNTY APPR,0 MULLION SEE SEPARATE NOA • • ••• •• 1/4" MAX. SHIMS • TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREENS OPT.- -- R TYPICAL ANCHORS _ SEE ELEV. FOR SPACING 1BY WOOD BUCKS EXTERIOR WINDOW WIDTH WINDOW WIDTH SCREENS OPT 0 VENTS WITH SPRING LOADED LATCHES Engr: JAVAD AHMAD CML RA PE # 70592 CA 538 PRODUCT REVISED as complying with the Florida Buildiog Code I3-0905.29 Acceptance No E •'ration Dale ieneic 9.019 Product Caavd, By R 072015 Mr ii p7 lotl drawing no. W08-81 sheet 4 of 7 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• MAX. ML STRUCTURE • • • • •• •• • • •• •• • • • • • TYPICAL ANCHORS • • • • • .SEE•ELEV. • • • • • • F•T•SPACING • • • • • • • • __•_____ • •• ••• •• • • • • • • • • • • 1 .17Y" M • • ••• • • P • • 41 • • or• • ••• •• 1BY s WpOD BUCKS g TYPICAL ANCHORS SEE ELEV. 1 FOR SPACING 1/4" SHIM MAX. EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4" MAX. 1BY WOOL BUCKS 1 ti TYPICAL ANCHORS SEE ELEV. AOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI—DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SWEEP LATCHES Engr. JAVA() AHMAD CIVIL FLA PL / 70552 CA. 3538 EXTERIOR WINCOW WIDTH WINDOW WIDTH APR72015 PRODUCT REVISED Aceptcomplying with the Florida adieg Code 15 0505.21 Acceptance No F_l Cr. Behan Date IP7,101<%,P1 By PI L6 ..�y✓'T1 Miam Dadc Pn, cl s 3 e drawing no. W08-81 (sheet 5 of 7 • .••• • • • ••• •• •• •• •• • •• •• • • • • • • • • • •• • • • •• • • •• • ••. •• • •• • • • •• • • •• •• • • ••• • • • • • ••• 0 FRAME HEAD O r1.375 1.375— .062 .688 1.000 1 250 TOP & BOTTOM RAIL 1.000 h-- 750 .125 --II-- C) WIND LOAD CLIP to SILL TRACK 1.071 .929 tt SILL CLIP ADAPTER 0 FRAME SILL TOP 1.000 00 125--1 MTG. STILE REINF. 0 JAMB STILE is FIX. STILE REINF. O MEETING STILE ED VENT LATCH 10E8 PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2MEMEM © TM -130 TM -134 ® T1.4 -131A 1 1 11111111It AS REOD. AS REOD. FRAME •FAD • • • 6063-18 • - FRAM 11LL--• • : • • • • • 6063:4 - FRAME •ILL TOP • • • • 6063.161 - FRAME 0 • VEtR • • H•—EE• 6-•, FRAME JAMB - FIXED 6063-06 - - TM -138 2/ VENT TOP ANO BOTTOM RAIL 6063-T6 - 9A TM -139 TM -140 TM -137 TM -137A ® 1/ VENT 1/ VENT 1/ VENT JAMB STILE 6063-06 - IA6000IG ISTILE• • • • • • • 61.T6 NiD S:RIN4 LOQDED:LAT¢I) •• 3-T6 - 063,76 FIXES SONE (SIBEE1 LATISH) • • • 606 - 10 11 TM -136 TM -135 1 1 RA _• •—••-• 40 T6 + RA le - SILL CUP ADAPTER, 12" LONG 6063-06 AT MTG. ST11.6 LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 6063-T6 AT MID SPAN 12A - 1/ VENT METAWC SWEEP LATCH - AT MID SPAN 128 /8 0 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A GLAZING BEAD (LAMINATED CLASS) 6063-06 - 13A TM -181 GLAZING BEAD (INSUL.. GLASS) 6063-16 - 14 1M-154 AS READ. WINO LOAD CLIP, 4" LONG 6063--16 - 15 - I/ STILE MEETING STILE REINFORCING 6063-T6 - I6 1 - 2/ STILE FIXED SOLE REINFORCING 6063-76 - 17 18 W31225 FIN SEAL W'STRIPPING (.270" X .220" HIGH) WOOL - W43371 A5 RE00. FIN SEAL W'STRIPPING (.187" X .370" HIGH) WOOL - 19 W43201 AS READ. FIN SEAL W'STRIPPING (.187" X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CL05E0 CELL FOAM - 7/8" X 1/2- X 1-7/16" LONG 21 22 23 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END - - - VENT ROLLER/WHEEL BRASS #12 X 1" /10 X 1" - 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PI4WPS SMS P.H. PHILLIPS SMS L- 24 25 2/ CORNER VENT ASSEMBLY SCREWS - 1/ LATCH VENT LATCH SPRING ST. STEEL 26 27 W31175 AS RE00. FIN SEAL W'STRIPPING (.187' X .175' HIGH) W00L - TM -151 1 SILL RISER 6063-16 - 28 - A5 REOD. SETTING BLOCKS EPOM 009066TER 80±5 SHORE A 0 FRAME SILL BASE O FRAME JAMB - VENT O FRAME JAMB - FIXED 7) SILL RISER Env: JAVAD AHMAD CML FIA. PE / 70592 CAN. 3 38 0 7 1015 PRODUCT REVISED co applying with the Florida Building Code Acceptance No 777-00 Ea, halloo Date By Mim i Dade Pro 9 drawing no. LW08-81 (sheet 6 or) r 2.312- .055 .435-}---{ .18}--{ '^- 2312 .05D5 1____ 6 6 .60Z 040 ,562 .540 040 500 1.437 ` t 237 1.00) 1-375 1.237 1.000 t --r Ij 1 I-- .923 F- IrI L.9231 L.9231 1 1.750 h---1.750 CJ y� C� GLAZING BEAD GLAZING BEAD 7 FIXED STILE (SPRING LATCH) 0 FIXED STILE (SWEEP LATCH) (1A4. CLASS) (INSUL. LAM. GLASS) 0 FRAME SILL BASE O FRAME JAMB - VENT O FRAME JAMB - FIXED 7) SILL RISER Env: JAVAD AHMAD CML FIA. PE / 70592 CAN. 3 38 0 7 1015 PRODUCT REVISED co applying with the Florida Building Code Acceptance No 777-00 Ea, halloo Date By Mim i Dade Pro 9 drawing no. LW08-81 (sheet 6 or) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • w • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• (2) #I2 e 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME TOP CORNFR _(4) 112 x 1 1/4` PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER (2) #10 x r PH. SMS. ASSEMBLY SCREWS VENT TOP CORNER • •• • • • • (2) 110 x 1' PH. 5115. • ASSEMIIY SCREWS • • • • • •• •• • • • • •• • • • • • • • •• • • ••• •••• • • ••• •• FIXED MTG. RAIL TOP CORNER (2) 115 x 1' PH. 5115. ASSEMBLY SCREWS _(2) /10 x 1" P11. 5115. ASSEMBLY SCREWS VENT BOTTOM CORNER FIXED MTG RAIL BOTTOM CORNER •• • • Engr: JAVAO AHMAC CML FLA PE 1 70592 C.A.N. 2138 4:0 7 201! PRODUCT I21IV[SIiO e complying with the Florid¢ ©nilategcode t.S-050529 Acceploncc NO 13 .i•tlonDnle P.F7I% 2.019 Hy.///..i � Mlom •9de Product 7, mv drawing no. W08-81, Sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) TM Windows, LLC 1543 N. Powerline Road Pompano Beach, FL 33069 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www, mis midad e.gov/econom v 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 "605 Reinforced" Aluminum Single Hung Window - L.M.T. OC : rawmg o. " t _ , ttt e. eries .1 uminum in: e ung Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01/15, 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 bebeit,itledi and :here has been no change in the applicable building code .negatively affecting the performance °Ulla product. • • • TERMINATION of this NOA wilt occur after the expiration date or if there haettedka reviAott ar change in the materials, use, and/or manufacture of the product or process. Misuse of thi's NOA as an'ai1dorsemdlfc: • •. of any product, for sales, advertising or any other purposes shall automatically termrnate this 4t 2. Failult• • • to comply with any section of this NOA shall be cause for termination and remov ! gf lOA. • ADVERTISEMENT: The NOA number preceded by the words .Miami -lade 4ounty: Floaida, and..:. followed by the expiration date may be displayed in advertising literature. If hny. portion of tTre NOA•is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0213.05 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. . .. . - .... . . . . MIAMI-DADE COUNTY APPROVED • NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 Page 1 . TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, prepared by A1-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 32.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both signed and sealed by Michael S. Wenzel, P.E. (Submitted under NOA# 09-0604.24) 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 marked -up drawings and installation diagram of an aluminun! single hunt/ window, prepared by Fenestration Testing Laboratory, Inc., Tgg& f portI No.. FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and ETI.. -41514, dttlsg' • 01/25/05, both signed and sealed by Edmundo Largaespada, 4E:.. • (Submitted under NOA# 07-0404.04) •' "' '. •'•• 3. Test reports on: 1) Uniform Static Air Pressure Test, Loadinelf.r FBC TAr/02-94 • • 2) Large Missile Impact Test per FBC, TAS?0,-94 3) Cyclic Wind Pressure Loading per FBC, TALI X303-94 • •' along with marked -up drawings and installation diagram of i n aluminu Sj gle hung • • • • window, prepared by Certified Testing Laboratories, Test Rkoi No. • •• CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E.• • • • (Submitted under NOA# 07-0404.04) • .• E-1 •••• Manuel ` , P.E. Product Contr i _ miner NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) dated 04/29/15, 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. 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. 2. Notice of Acceptance No. 13-1126.20 issued to Alinex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated April 29, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05, issued to T.M. Windows LLC for their Series "605" Single Hung Aluminum Window (reinforced), approved on 05/03/12 and expiring on 07/05/17. • . • •• ... . . .... . . .... • . . • ... . • .... • . • • . . • .. • • . .• . • • • ... .... . . . • Manuel Product Contro NOA No. 1 .E. ner 11.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 E-2 • • •.• • • . •.• • •• • •• • • • •• • • • • •• •• •• • • • •• • • •• ••.• •• • •• • • •• •• • • • • • • . 000.0 • . • 000 FALSE MUNTINS (SURFACE APPUEO) MAY BE USED 53 1/8' WINDOW WIDTH 48 1/4' D.L. OPG. W. (FIXED) 21" MAX. HEAD/SILL io m� 8 i% THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 47 3/4' D.L. OPG. (VENT) 50 1/8' TH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) o 5 1/2' MAX. HEAD/SILL CORNERS • • • • • • • • • • • • • • • • • • • • • • • • • • • •FAR.SE MUI1111NS • (SURFACE APPUEDBE USED H • • • • ••• 53 1/8' WINDOW WIDTH •• • • • 48 4,4" D.L:OPG. . 9XED) ••• •21" MAX. HEAD/SILL CO 1 • • • • • . A 7 • • • 0 0 0 0 A •• •• 1 1 i% 47 3/4" D.L. OPG. (VENT) 50 1/8' VENT WIDTH 5 1/2" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) a WINDOW WIDTH - 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" LAMINATED GIASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Eng JAVAD AHMAD CML FIA. PE / 7059238 0.A X35 0 2 201° PRODUCT REVISED m complying with to Florida Building Code Acceptance No l5-0(011. • . ration Dote ,771x$•Dy MI • J c 0 $o 8 S • 1 4 1 .I; Ri drawing no. W06-34 sheet 1 of]J • . ••. . . . .•. .. .. • • .• . .. .. . • • . • •. •• •• •. • . • •. • • •. •... •. • . • • • • . • • • ... tom. -- - _ COMP-ANL\W06-341)1W) DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. LASS TYPE 'C' • LASS TYPES 'D' & 'E' GLASS TYPE 'F' LASS TYPE 'G' LASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' • • • • • • � • AI • /1611:0141A.: • GLASS T'1$C 'F' • • • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 1EL. (305) 2648100 FAX (305) 2626978 600 e..1 7=+e•P•n . Aixac I. .(+) WNL(-) EXT.(+) INT.(-) EXT.(+) WNL(-) EXT.(+) INT.(-) EXT.(+) WNL(-) DCT.(+) INT.(-) 31 • • WIOT10 N610H7• EXT.(+) 1N1(-) I WARI ,�� 161.0 810 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 e • t • • . • 4. 19-1 �'6 X80.0 • , � 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 80.0 115.0 101 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0E iiii , 37' 26" 80.0 115.0 `' ,�� (4) () 70.!`71,1 61.0 610 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 , 53-1/8' (4) 80.0 115.0 1 � - 1 61.0 61.0 800 80.0 80.0 80.0 80.0 80.0 60.0 80.0 LIIIIIL . • • : 1$-1/j} . ...• ...•8°:.".1164.• �'_, - 77 - -'^-' 51 0_ 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • • 20-1 R' • • • 8018 • 115.0 1 37" 170.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • • .37'. . (4 060 115.0 • y 53-1/8 (4) II 70.0 70.0 61.0 61.0 80.0 .800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 •• • 59-1/86 6 •8091.1•U1504 19-1/8"j II 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 61D 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80-0 60.0 80.0 25-i/2" 50-5/8• 60.0 115.0 • • •-5/8 ( 1 • + ®� 61.0 81.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (6) 80.0 115.0 -1 8 5 () - 7 ..-... 61.0 61.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 80.0 115.0 19-1/8" . 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 28-1/2' 70.0 70.0 81.0 61.0 80.0 60.0 80.0 •+ • 60.0 80.0 80.0 50.0 80.0 80.0 28--1/2' b8-5/8 " 80.0 115.0 t r TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH. FL. 33069 7I 37' 38-5/8' 70.0 70_0 61.0 81.0 80.0 80.0 80.0 + ' 80.0 80.0 50.0 80.0 80.0 80.0 37' (8) 80.0 115.0 53-1/5' (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 80.0 115.0 19-1/8' 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 28-1/2" 70.0 70.0 81.0 61.0 80.0 130.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 26-1/2' 80.0 115.0 37' 63' 70.0 70.0 61.0 61.0 BO.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 37' (6) 80.0 115.0 53-1/8" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 50.0 80.0 80.0 53-1/8' 80.0 115.0 19-1/13' 70.0 70.0 61.0 61.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/5' 80.0 115.0 28-1/2- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 72 80.0 115.0 37" 72, 70.0 70.0 61.0 63.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 .80.0 80.0 80.0 37' 7 80.0 115.0 53-1/8' (7) - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8' 80.0 115.0 -- 19-1/8' 70.0 70.0 61.0 81.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 26-1/2" 76-3/4" 80.0 115.0 26-1/2'70.0 70.0 61.0 81.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" (7) 80.0 112.2 37' 76-3/4' 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 53-1/8' (7) - - 61.0 81.0 - - 77.8 77.6 80.0 50.0 74.5 74.5 80.0 80.0 30' ' 80.0 115.0 24' 70.0 70.0 81.0 610 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 38-48- 80.0 115.0 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42'(5) 80.0 115.0 36"70.0 70.0 61.0 61.0 80.0 60.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 48' 60.0 115.0 c 0. C b �. ' y, r "4i • $ '' 8 �_ S : i8 SQ2 `" 1- 001-0 S g v 0 c d 42' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 ' ' 80.0 80.0 60.0 80.0 80.0 80.0 54' 80.0 109.1 48' (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 54' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 30' 80.0 115.0 24' 70.0 700 61.0 81.0 80.0 80.0 80.0 60.0 80.0 50.0 80.0 60.0 60.0 80.0 36'80.0 115.0 30. 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42' 0) 80.0 115.0 38' 70.0 70.0 61.0 81 A 80.0 80.0 80.0 80.0 �.' 80.0 80.0 80.0 80.0 80.0 48" 80.0 109.7 42' 60* 70.0 70.0 81.0 61.0 80.0 80.0 •' ' 80.0 '•'' 80.0 80.0 80.0 80.0 80.0 54" 80.0 98.4 48' (6) 70.0 70.0 61.0 81.0 80.0 80.0 ' ' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 60.0 115.0 54' 70.0 70.D 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 72" 80.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 38' (7) 80.0 115.0 30' 70.0 70.0 61.0 81.0 60.0 60.0 80.0 60.0 80.0 60.0 50.0 80.0 80.0 80.0 42" 80.0 112.0 38"72" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 24" 84• 80.0 115.0 i 0 0 0 42"(7)70.0 _ 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' (8) 80.0 115.0^'� i 1 ,} 3 1 }` 48" - - 61.0 51.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB 54' - - 61.0 61.0 - - 79.1 _80.0 79.1 78.1 79.1 76.8 78.8 78.4 78.4 Engr. JAVAD AHM4D PRODUCT REVISED 24" 70.0 700 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 CML PF{ 70592 4+�4DI>14tr41b WeFIotW1 30' 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 N. 3678 Buddies Code Acccpumce No 'O�0)I•yp 38' B4' - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 50.0 80.0 60.0 NOTE: .initoa Date 7)/T1•W 0i 42' (6) - - 810 61.0 - - 80.0 800 60.0 50.0 80.0 80.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET AREit EP 0 2 20 FJ By dii,.. _: - drawing no. W06-34 4e" - 61.0 51.0 - - 80.0 60.0 80.0 80.0 77.5 77.5 80.0 80.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) . ma. Dade Product., () N0. IN PARENTHESIS INDICATE 110. OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -21 9 .be_2of..._7.... et- • •... . • • ••• •. •. . • .• . .. .. . • • • . •• •• •. •. • • . •• • • •. •.•• •• • •• • • •• •. . •• •. • • • ..• • •. •• • . .•• •1/6" ANN. GLASS 120" lntertayer Uvekol S By'Mitten USA, Inc.' --1/8" ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LIES WIDER TWW 38" ONLY —1/8" ANN. GLASS 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE RGS7700 z � 3/16" ANN. GLASS 3/16" ANN. GLASS 120" Interlayer •--Uvekol S By 'Ninon USA, Inc.' 090' Interlayer Soften Clear And Color Glass By 'Eastman Chemical Co.' —3/16" ANN. GLASS 3/16' ANN. GLASS SIUCONE ' SILICONE DOW CORNING 995 z DOW CORNING 995 AT 1/4 POINTS ON LIES WIDER THAN 36' ONLY GLASS TYPE 'A' 1/8" HEAT SIREN') GLASS 090" Interlayer Soflex Cleor And Color Glass By 'Eastman Chemical Co.' ---1/8" HEAT STREN'D GLASS SILICONE GE RGS7700 s, m AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY WIDER THAN 36' ONLY GLASS TYPE 'G' GLASS TYPE AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE T 1/8' ANN. GLASS 1/4" NR SPACE 1/6" ANN. GLASS 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS 51UCONE GE RGS7700 •• • • .. .. •• . . •• .• • • • • • • • •• .. . . . . • _ • • • • • • EAT STMEN'D 611.,1116 • • • • 120" Interloyer Uvekol 5 • gy Annex USA, Inc.' • • • • • • • • • • • • 3/66" MEARISTRDOD GLASS • • • • SIULeONE• • • • • • DOW CORNING 995 • AT 1/4 POINTS ON LIES WIDER THAN 36" ONLY GIxASS TYPE 'F' 1/6" TEMP. GLASS --1/4' NR SPACE 1/8' HEAT STREN'D GLASS 090' Interlayer Sollex Cleor Md Color Glass By 'Eastman Chemkol Co.' 1/8" HEAT SIREN'0 GLASS SIUCONE GE RGS7700 s AT 1/4 POINTS ALL SIZES AT 1/4 POINTS ALL SIZES GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS GLASS TYPE 'J' Expo JAW AMMO IIA. . 7 70592 3678 E 2 2015 PRODUCT REVISED as complying with 8.a Florida Building Code me AL, i Acceptance No B Psi .IralionD$c fir/VW .17 1 By A J 0 0 19 a 0 0 u LL Yom"—"5 S b 1 is drawing no. W06-34 (sheet 3 of 7 1YPICAL ANCHORS SEE ELEV. FOR SPACING ILLU5IRATNE DTLS. ONLY EXT. OR INF. FINISHES NOT BY TM WIN00% _TYPICAL ANCHORS SEE ELEV. FOR SPACING • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• • • • ••• • •• •• • • ••• . CONCRETE .. 4: ' 4' Coot orstA, 1BY WOOD DUCK -MET!!. • MIAMI- O SIAiGC1VRB • LgJ LU Ml • • 51'E PA ITE • • • • • •. EDGE DIST. • • • • • •. TYPICAL ANCHORS SEE ELEV.— FOR SPACING • • \a3H •• • • • •T11•CALOANBHOR6 • •SEE VIEW FOR IIPACINV I : l OPTIONAL TO SPRING LATCH OPTIONAL TO SPRING LATCH REINFORCING OPTIONS - SEE SHEET 2 REINFORCING OPTIONS-, SEE SHEET 2 REINFORCING OPTIONS SEE SHEET 2 REINFORCING OPTIONS SEE SHEET 2 • •=•- • • • I 1 • •• • • • • • • TYPICAL ANCHORS • • • • •B[ ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F4-177 01, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18? BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 41 1 4 SMS OR SELF DRILUNG SCREW5 (GRADE 2 CRS) 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 8E PLATED OR PAINTED) 112 WAS OR SELF DRILLING SCREWS (GRADE 2 CRS) H II INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS 5G = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. WEEPHOLES< W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG ALTERNATE FRAId-_RyII.1. PRODUCT REVISED as complying with IGe Florida Building Code Acceptance No(e Date `'. . . CONCRETE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FIR SPACING c •s 96,10! api el 8 MI a I 8 0 8 d 0 c FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) 8 3 drawing no. W06-34 (eheet 4 OT • • ••• • • • ••• •• •• • 4 • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• SHIM METAL STRUCTURE TYPICAL ANCHORS yJ SEE ELEV. SG21 FOR SPACING VENT WIDTH O.L OPO. 1/4' MAX. SHIMS EXTERIOR D.I. OPG. (FIXED) WINDOW WIDTH 1BY WOOD DUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM WINDOW WIDTH FRAME WITH FIN OPTION MIAMI-DADE COUNTY APPR,D CLIPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW W101H TM PART / QTY. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 GW -38763 1 FRAME HEAD 8083-T8 - 2 GW -3773• • ti • FRAME SILL 44' WTY) • • 110,11VT6 - 2A 8A-3808 , 1 : FRAAE :Il. =3' WILT) • •• t43- 6 - 3 GW -31445 • 2 • -1•• FRAME $W • • 963.78 - 4 GW -36708 •'• • MEETING all. VL •1. • • • 803-T8 - 5 GW -38685 1 VENT 1011 RAIL 6063-16 - 6 GW -37730 1 VENT BOTTOM RAIL (4' SILL) 6063-76 - 8A GW -37559 • • 1• • VII Bel 4%; 5110• •• • 8063-T6 - 7 GW -31134 •2 • REPIT JAW S11LE• • • • • 6063-76 - 6 GW -31470 3 • VE r S!PP : • • •• : �ISJ-TS - 9 19-56 •I'VENT • GLAZING SAD ANGLE• • • • • GLAZING BEAD t 6083-75 608345 - - 9A 1M-123 4/VENT 9B TM -170 4/VENT GLAZING BEAD 8063-16 - 9C TM -181 4/VENT GLAZING READ (INSUL TAM. GLASS) 8063-T6 - 10 #8 X 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FW SEAL WEATHERSTRIP - MTG.RAIL/FRAJAE SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FI9 SEAL WEATHERSTRIP - VENT JAMB 5111.55 14 - 2 1 1/2'x7/8',3/4' FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A 0.1-119. 2/VENT SPRING LOADED EGRESS LOCK 8053-T8 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WV19-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 1.469 2/4ENT CALDWELL BALANCE CUP - VENT BOLT. CORNERS 20 - 2 /12 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 /12 x 1' P.H. 5MS STEEL FRAME CORNERS 22 - 6 /l0 x 1' P.H. SMS STEEL VENT CORNERS 23 - 4 /8 x 3/4' F.H. SIMS. STEEL (2) AT EACH LATCH 24 - 4 /6 x 3/8' F.H. SIMS. STEEL AT EA PLASTIC GUIDE 25 - 1 1x1 3/16x3/4x1/8' CHANNEL STEEL AT VENT 10P 28 - 2 1x1/4 THK.x4' LONG BAR ALUM. (1) AT EA ATG. RAIL END 27 - 1 1/2,1x1/2x1/8' CHANNEL STEEL AT MEETING RAL 28 1M--161 2 FIN TRIM FOR JAMBS 6063-T6 - 29 1M-183 1 99 TRIM FOR HEAD 6063-16 - 30 11.1-184 1 FIN TRIM FOR SILL 6083-T8 - 31 161-179 1 MTG. RAL REINFORCING CHANNEL 8083-15 AT MEETING RAL 32 TM -178 1 TOP RAIL REINFORCING CHANNEL 6063-18 AT VENT TOP 33 - AS REDD. SETTING BLOCKS EPDal OUROMEIER 90*5 SHORE A SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Engn JAVAD AHMAD CIVIL FTA PE 70592 CAN. PRODUCT REVISED m complying with Iho Florida Building Coda Acceptance No l 'O/dL O{► Data Tf}l4.1r,/,i/ o,CO — p g QOM JZ� = viffi Oco OZ� 15 a 0 99 i3 a e 1 k drawing no. W06-34 1 (sheet 5 of 7 ) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • .438 • • •• • • •• • • •• • • • • •• •• i • • •500 ® • •• 1J-.062 -j V, /3 ( COMP-ANL\W06-3477AW 1 1.4T6 .125 1. � .500 • 1.550 .062 T 847 1.500 - .062 2.500 .062-' +- 3.719 27 -d -_� ••• AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 2626978 •1.000 • • • • ••tiles �I • 1 • • • ••• • • • i • • • ••• • lL 3.069 F1.092 ,.406 1.030 .125--1 • • • • ®• • • • • • MTG. RAIL REINFORCINGS ALUMINUM • • • • • • • • • • • • • • • • •530 flA • • • • • • • •045 822 .500 -1. •405 1 28 IN� 1 .250 Q FRAME HEAD 1.9 3.097 MTG. RAIL REINFORCINGS 1.000 2.3.3 75 ® NM. FIN (HEAD) STEEL 3 FRAME JAMB +l.2�' .040 .385 3.340 a 1.000 ._ j^.a36-� iui i 1.188 .688 i T- .81�_T 2.188 + 750 1.888 -.052 I .062 .062-9 2.190 1.187 Ill g�. �+ O 1 _.-5(2 TM Windows. LLC. 1543 N. POWERUNE ROAD POMPANO BEACH, FL. 33069 ITEL. (954) 781-4430 FAX. (954) 781-3595 1 1.500 1 -_� d 12s 0 TOP RALUMINUMORCING L 923 1.376--2.300 O FIXED MEETING RAIL Q VENT STOP 28 NAIL FIN (JAMB) TOP RAI STEEL FORCING .183 1.375--.• 1.188_1 3.199 ,r_ 90 .540 L GLAZING .040 .923--1 BEADS •Spp -{ 1 "--L _....1.324 ... 1.750 +.052 1.374 2.250 -1 .062 999 .062 3.277 1.214 1.389 II -I .cee s.s0o 1 1.000 c.__...._...._ to bH3g�92 j l yg� Stl0t1 @ 6 ff Q VENT TOP RAIL C) SASH SIDE RAIL V NAIL FIN (SILL) ® LATCH LOCK -- -2.202 .997 3.245-- -r I--2.202 3.245 a 997 1 .062- m E 88S2V Baso 3 927 4.3N .062 3.439 2.939 3.359 -.062 4.312 3.612 3.330e.-..-. .08261.e-OioS 2.830 A m •• s ata y---, 3 i u. X. JAVAD FL& PE 70592 C.A. 8 PRODUCT REVISED n CemPlyinj with die Florid• Building Cede No 15- 4 • I. 04 .684 .684 Qs _Aceeptinee VENT BOTTOM RAILS NOTE ERHER SBL CAN BE uSEo!heat 5 of 7 • .••• • • •• •• • • • •• • ... • • • • • • • • ••• • • • • • • • • • ... • • • ..• • • • • .. • FRAME TOP CORNER FRAME BOTTOM CORE VENT TOP CORNER VENT BOTTOM CORNER .. • •• • • •• • .. ... •• • • ... • • • • . • .. • • . • • • • • ... ••• • • •• • • • •• ••• .. • • • . ..• • .. .. • ••••••. 20 PRODUCT REVISED u c«nplying with Qw Plocida Building Code AteeptanceNo i Oro I L lfge 017 Ori a a,o 3 [drawing W06-34 (sheet 7 of 7 Florida Building Code Online pepartmentd Busfnes Professi Regulation BCIS Home 1 Log In 1 User Registration Product Approval USER: Public User 6/26/14, 3:02 PM "`ewtkt _rs?ur8ef rsltaatys+o•s emcT Hot Topics Submit Surcharge 6 Stats & Facts ; ?udiita tions 1 FBCStaff 111, pas Site Map i Links i Search 1 Florida.11 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL4334-R6 Affirmation 2010 Approved Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road i i • West Chicago, IL� 60185 (615) 441-4258x1 i 'r sschreiber@mas n t .com Authorized Signature Steve Schreiber sschreiber@mas0,te.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or1Listing National Accredi National Accredi Standard TAS 201 TAS 202 TAS 203 & Management Institute on & Management Institute • • • • • • • •• • • • • • • • • • • • •••• •••• •• • • • Y9a.[ • •••• 199.4.•• • • • •• •• 1434 • • • ▪ • • • • • • • • • ▪ • • •• • •••• • • • • • • • • I affirm that there are no changes in the new Florida Building c Code which affet my'product(s) and °my product(s) are in compliance with p the hew Florida Building Code. http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wCEVXQwtDgttSMGyvgTunPuaFIwRCK%2fQSgxj%2b37K6SM%3d Page 1 of 4 Florida Building Code Online 6/26/14, 3:02 PM uocumentation rrom approvea tvaivation or vaiiaation entity C,Yes 3No r N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 4334.1 Model, Number or Name Fiberglass Side -hinged Door Units - Impact Rated Method 1 Option 1 } i ' JI 02/06/2012 02/06/2012 02/13/2012 Description I. 6'-8" Opaque I/S and 0/S Single Door I • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 IL!FL0120.odf Verified By National Accreditation & Management Institute Created by Independent Third Party: Evaluation5Reports FL4334 R6 I P E' 504A. odf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification; Agency Certificate FL4334 R61 d CAC NI005930.02.PDF Quality Ass,`ui•ance Contract Expiration Date 04/30/2015�I Installation In structions FL4334 R6' II 'FL0121,Ddf Verified By:•National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 503A.odf Created by Independent Third Party: Yes 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaqu j 0/S Door w/ or w/o Sidelites ' i • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification "Agency Cert?f c. te: FL4334 R61C CAC N1005930.02.PDF Quality Assurance Contac'tt ,?ration bate 04/30/2015 • Installation Instructions • • •. •••• • FL4334 R6 III FL0121.odf•• • • Verified By: ,National Accreditation& Management Institute Created by Independent Thhrd•V'aiity: • Evaluation Reports • • • • • FL4334 R6 iAEi501A.pdf Created by Independent Turd Art:: Yes • • • •• • • • • • • • • • • • • • • • • • 4334.4 Fiberglass Side -hinged Door Units - Impact Rated • • • 8'-0" Opaque I/S Door w/ or w/o Sidelites • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Certification Agency Certificate FL4334 R61C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015; 1'; Installation Instructions • http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttsMGyvgTunpuaFIwHGK%2fQSgxj%2b37K6SM%3d Page 2 of 4 'Florida Building Code Online VUIC�: CVaIUateu Ivi Ube III ILA-W.1U!lb aUl lel 11 I w .1 IC r10IIUa Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 6/26/14, 3:02 PM LLf>,�Y MO. Al rLu 141.OUl Verified By: National Accreditation & Management Institute Created byiIridependent Third Party: Evaluation, Reports FL4334 R61AE 501A.pdf Created by4ridependent Third Party: Yes Ili 4334.5 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 6'-8" Opaque 0/5 Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R61 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 11 Installation Instructions FL4334 R6 1 III FL0120.odf Verified By:. National Accreditation & Management Institute Created by Independent Third Party: Evaluation"IReports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque QS Door w/ or w/o Sidelites 1 _� ' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6iCiCAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015' Installation Instructions FL4334 R6 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6AE 502A.odf Created by In'ependent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed QS and 0/5 Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0123-05 for additional information. Certification Agency Certificate FL4334 R6 'C CAC NI005930,04.PDF Quality Assurance Contract Expiration Date 04/30/2015 `I Installation! Instructions FL4334 R6 ='I11 FL0123.odf Verified By: 'National Accreditation & Managemeet•Institute Created by Independent TI}Zrd Pty: • Evaluation Reports •• • • • FL4334 R6 AE 501A.odf • Created by Independent Ttia•FM: Yes • • • • •••• •i•• • • • 4334.8 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Glazed j/� and 0/S Dot7►w'ss w/o Sidelite! Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. •• •• Certification Agency Cert.:e atd: FL4334 R6 'CICAC NI005930.03.4DF Quality Assuranee Contract Expiration bate 04/30/2015 •• • •• • Installation Instructions FL4334 R6 II FL0122.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE'7502A.pdf Created by Il �ependent Third Party: Yes • • • • •••• • • • •• • • • • • • • http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQsgxj%2b37K6SM%3d Page 3 of 4 ... NOTICE OF PRODi5CT:CIRTOCATION . . .... Company: Masonite International Corporation 1955 Pods Road• .. •West Chi> agotIL• 6b1$5E . ': . . ... ... . ... . . • Certification No.: Certification Date: Expiration Date: Revision Date: Product:iiberglass :Impact Rated Opaque Inswing or Outswing Door w/ and Sidelites.(w(V j F n itelL4'naM1) . . Specifications Tested To. 'TAS 2011202'1283-09./ABfM E330 NI005930.01 02/17/2005 04/30/2015 05/23/2011 w/o Impact Rated The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI'sCertified--Product Listingat www.itiamicertificatton:com. NAM1's Cert ifieatioo Program is accredited bv'The American National Standards Institute (ANSI). ,,- - - Configuration Inswing- - or Outswing Glazed or Opaque -=-.`. Maximum Size Design- Pressure Pos/Neg +70/-70 Water Test Pressure 2.86 psf _Missile impact Rated Yes Tesf Report Number - Drawing Number & Comments NCTL, 210-3102-1 Maximum Panrl Size: 3'0" x 8'0" Anchor Detail-MA-FL0 1 2 1-05 X Single 1/S Opaque ; 3'0" x.8'0" X Ingle O/S Opaque 3'0" x 8'0" +70/-70 10.5 psf Yes NCTL-210.3102-1 Maximum Panel Sire: 3'0" x 8'0" Anchor Detail -MA -F10121-05 XX Double I/S Opaque 6'0" x 8'0" +50.51-50.5 2.86 psf Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 XX Double O/S Opaque 6'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Yes NCI -L-210-3105-1 Maximum Panel Size: 3`0" x 8'0" Anchor Detail -MA -N.0121-05 NC1'1. 210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor laetail-MA-FL0121-05 XO/OX Single w/Sidelite 1/S Opaque Door Glazed Sidelite 6'0" x 8'0" +50.51-50.5 2.86 psf Door -Yes Sidelite-Yes XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +55/-50.5 6.0 psf/ 825 psf* Door -Yes Sidelite-Yes NCTL. 210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail -MA -F1,0121-0$ OXO. Single w/Sidelites 1/S Opaque Door Glazed Sidelites 9'0" x 8'1) -150.51-50.5 2.86 psf Door -Yes Sidelites-Yes NCT1-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor 1-Mail-MA-FLQ t'.1-05 OXO Single w/Sidelites 0/S Opaque Door Glazed Sidelites 9'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelites-Yes NC I.210 3105.1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0121-05 OXXO Double w/Sidelites US Opaque Doors Glazed Sidelites Opaque Doors Glazed Sidelites 12'4" x 8'0" 12'4" x 8'0" +50.5/-50.5 +55/-50.5 2.86 psf 6.0 psf! 8.25 psf Doors -Yes Sidelites-Yes Doors -Yes Sidelites-Yes NCR -210-3105-i Maximum Panel Size: 3'0" x 8'0"` Anchor Detail-MA-FL0121-05 NCTL-210-3105-1 Maximum Panel Size: 3.0" x 8'0" Anchor Detail -MA -1:14}-205 OXXO Double w/Sidelites OIS *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FL0120-05 DWG-MA-FLO130-05 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FL0128-05 DWG-MA-FL0151-06 DWG-MA-FLO153-06 DWG-MA-FLO155-06 DWG-MA-FLO156-06 DWG-MA-FL0160-07 DWG-MA-FLO162-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: I's = 1.000 in Side member dowel bearing strength: Minimum required penetration: Duration Factor: Allowable Design Value: F. = 4,650 psi 1.330 in Co = 1.6 Z'= 171 lbs/anchor DWG-MA-FL0168-07 DWG-MA-FL0170-07 DWG-MA-FL0172-07 DWG-MA-FL0174-07 DWG-MA-FL0175-07 1 (Nos 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: I'm. 1.500 in Main member dowel bearingstrength: Fn„ = 3,350 psi Screw bending yieldstrength: Fyb = 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV Fastener type: 3/16" ITW Tapcon Substrate: Hollow block Minimum embedment: 125 in Minimum edge distance: 1.13 in Tabulated shear design value: Z Minimum edge distance: Tabulated shear design value: Z = Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 112 lbs 2.63 in 197 lbs 2.50 in 189 lbs 189 lbs/anchor N.O.A. 07-1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in • • • • 3.00 in• • 1.04 • •••• • • •••• Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 A2 A2 Al / 79.25 Single. Pressure away from stops: 36.38 Y i Al Al 1 of 2 79.25 • • •• •• • • • • { • • Design pressure:, 85.0 psf '..' • • • • • • • •••• • • •••• • • • • • • •••• • • Zone Arca Z (ft) Lead, (lbs) (in) Max. I O.C. (in) Anchor • • s Result • Cap. (lbs) Qiy Load (lbs) Al 2.3 195 N/A N/A , 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area z (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (lbs) Al 10.0 851 6.00 18.00' 171 5 170 OK ii �SR '�f19,'' .,„ .•‘• ; E A/c? .'.�',!.0 v4-Zir• o451 **:::: 0;43TAT OF y 0. 0 , .+�' � w� -///rO f (til . % • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 2 of 2 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 \Y� A2 A2 Anchor Locations: 6.00 TYP. C4 79.25 18.19 36.38 Design pressure; 85.0 psf 6.00 TYP. 79 25 6.00 13 45 MAX. O.C. 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • • • • • •• • • • • • • • • �• • • •••• •••• • • • • • • •••• •••• • • • • •• •• • • • • • • • • • •• • • • •• • • • ••• • • • • • •• • • • �\A\kt ill !,/ //>/�� \445 ,,....: 0GEMoi.4P .� Al TAT OF •40 ",,e l9! G\ .4, �i11�'41VA1.t �\ ��` Luis R. Lomas P.E( . FL No.: 62514 1/7/2010 • Area Load Ind. Max. Anchor Zone O.C.. Cap. Load Result z (ft) (lbs) (in) (in) (lbs)ctly (lbs) Al 2.3 195 N/A N/A ' 171 2 98 OK A2 8.9 753 6.00 18.00: 171 5 151 OK 6.00 TYP. 79 25 6.00 13 45 MAX. O.C. 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • • • • • •• • • • • • • • • �• • • •••• •••• • • • • • • •••• •••• • • • • •• •• • • • • • • • • • •• • • • •• • • • ••• • • • • • •• • • • �\A\kt ill !,/ //>/�� \445 ,,....: 0GEMoi.4P .� Al TAT OF •40 ",,e l9! G\ .4, �i11�'41VA1.t �\ ��` Luis R. Lomas P.E( . FL No.: 62514 1/7/2010 • 1:11/Ka nitet HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE 14 LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE- PROTECTIVE OEVCE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 50 PER ASTM 084. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 INZMINSC- j) 53.45 SMOKE DENSITY ASTM 02843 TENSILE STRENGTH* ASTM 0638 3.25 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 co SINGI F DOOR UNIT oa 00 00 GO DOUBT E DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 00 so • SINGLE DOOR UNIT WITH SIDELITE • • ••• • • • ••• •• •• • • • •• •• • • • • • •• •• • • • • • •• ••• • . • • • • • • •• •• • • • • ••• • • • • ••• MAX. FRAVE HEIGHT 81.875' • • •• • • • • • • • •• ' • • I Nal SVER4LL FRAME WIDTH • • • • • • 36.3jj9" MAW. • - PANEL.gIIDTht I W/ASTRAGAL •• • ••• ••• •• 0 1 37.5" MAX. FRAME WIDTH • 00 0 SINGLE DOOR UNIT WITH SIDFIITF DOUBLE DOOR UNIT W/SIDELITES 0 0 SINGLE DOOR UNIT W/SIDELITE5 MAX. PANEL HECK 79.250" Addendum b NAM Cenifwdon /� . 69- DateReYfe'lled 7Ai rJ V 0 is •UId • R NI igh Dorn Threshold Design e i KURT BALTHAZOR FLORIDA P.E. (56533 U 0 0 a 3 N 3 N 3 3 N u, to 3 !n m W 4 a O C5 W -J a U N w L -±- o CO n `) O O O 0 CON N - R N O � N 0 0 Lai O U0] a O z N Z O DATE: 2/1 1/05 sCAt0` N.T.S. DWG. DT: SWS GMK. BY: DRAWING 110.: OWG-•MA-110120-05 SHEET 1 01 3 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO 130 155 OF DESIGN PRESSURE MAX WIDTH INSWING - INSWING OUTSWING OUTSWING' 37.5" .- 74" +70.0 / -70.0 +50.5 / -50.5 EnliZMIEgo1 19.0 -19.0 ' .• .. +19.0 -19.0 +70.0 / -70.0 +40.0 / -40.0 +70.0 / -70.0 +55.01 -50.5 +55.6 / -50.5 OX or XO 75" +50.5-50.5 +55.0 / -50.5 1 +19.0 -19.0 +40.0 / -40.0 OX0 112.5" +50.5 / -50.5 +55.0 -50.5 1 +19.0 -19.0 +40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5 +55.0 / -50.5 I +19.0 7 -19.0 +40.0 / -40.0 +55.0 / -50.5 igh Dorn Threshold Design e i KURT BALTHAZOR FLORIDA P.E. (56533 U 0 0 a 3 N 3 N 3 3 N u, to 3 !n m W 4 a O C5 W -J a U N w L -±- o CO n `) O O O 0 CON N - R N O � N 0 0 Lai O U0] a O z N Z O DATE: 2/1 1/05 sCAt0` N.T.S. DWG. DT: SWS GMK. BY: DRAWING 110.: OWG-•MA-110120-05 SHEET 1 01 3 • . •.• • • • ••• • •• •• • • •• •• • • . • •• •• •• •• . • • • • •• •.•• . • •• • •• •• •• • •• •• • • • • ••• • • • • ••• SEE _ DETAIL "C" DETAIL "D" • • 0•• • • •• • 3" i — SEE DETAIL O 3" • • ••• • •• •• • • • • • • • • ••• • • ._11 • • • • ••• b 3" • • 0• • •_ • 1n J 0 w w v • x 2-1/2" #8 x 2-1/2" 1.375{W:=21---t- INSWING J INSWING THRESHOLQ #1O x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962"{ DETAIL "C" TYP. OUTSWING THRESHOLD #1 0 x 3/4" #10 x 3/4" 1.75" 1.047" • • • • • • • ••• • •.•{ •• 0 d SEE DETAIL "D" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. HIGH DAM 0/S THRESHOLD 0.124' ANNEALED 0.090" SAFLEX 110 0,124" ANNEALED ALUMINUM OR BUM SPACER ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL AI 11111 tic DOW 832 '"'�....• DOW 932 OR EQUALi�/„J�• • OR EQUAL EXTERIOR INTERIOR TYPICAL GLAZING DETAIL, IMPACT RATED GLASS DECORATIVE INSERT (OPTIONAL) .0124" TEM?. /6 X 1-1/2" PHS Addendum aWaU Cate : it/ p�.5'93o Cat.e 0 O. J m w 0 80 a 1n w a CL to 02 W 0 a N y X 1- z J Lm U N 1.1 r 1n 1n z o< CC W z CD U 07 CO T. - 's -0 0 .-\"" 04 01 N -4- o N 0 N w n 10 Qo Z 0 CC DATE, 2/ 1/05 SCALE: N.T.S. owc. er: sws CHK. ey DRAWING NO.. DWG -MA-F10120-05 SWEET 2 or 3 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • • • • • • • • • • •• ••• ••• • •• • • • •• • • • • • • • ••• • • • • ••• SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 6- 0 - - 3" SEE SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE SFRENGTH OF ANCHORS 171 LBS. 4 MORE EQUALLY SPACED • • • •••• • • • • • • •• • • • • • • • • ••• ••• • ••• • • •• •• •• 10 •• SEE DETAIL "D" SHT. 2 3" - • •, • • • • N 0 3 • ••• 3" • • • - 6" 3' - 3' I •• i•• r • • • • • • • •• • • •• • •' • • • • • • • ••• •• I I I1 1 I O© 11 11 11 ....• 1 `J I I h -r 4 MORE EQUALLY SPACED - 6" n 6" - 3.6 -- H 6' -- HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICALWOOD BUCK ANCHOR INSTALLATION 1.25 MIN TYPICAL MASONRY ANCHOR INSTALLATION Addendum toNAMI Cenifiratto /l/r 30 Reviewed Date Refine /It L) C CO 0 ▪ O on QUO cc O 0- - tU O Q) I- ^ LLI g � U 0 0 a 3 VI cc o 0 W 0 0 N 3 N 3 N co N z 0 N w J W 0 g (.7 0 1.4 0 0 0 3) 0 CV N 1- 0 t1 W U m 6 z In z 0 v; W DATE: 2/ 1/05 SCAM N.T.S. Dn. er SWS CHK. BY WINING NO.: OWC -MA -FLO 120-05 SHEET 3 of 3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE. (NOA) ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 Veloci ' Hurricane Zone. 11IAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www,miamidade.govieconory DESCRIPTION: Extruded Aluminum Tube Mullion — L.M.I. PPROVAL DOCUMENT: Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by A1-Farooq Corpprativn, sign;d•an 1'sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control RevisioriAfinl with jhe 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 tuagiq, br logb..c ', 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 ili ed and there' has been no change in the applicable building code negatively affecting the performance of this pioduct. • • . • . TERMINATION of this NOA will occur after the expiration date or if there has been t revi joacu.change . in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etidorsement 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# 12-0308.37 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. NOA No. 14-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and scaled 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 "fest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D—A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side—Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; 1"1L-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitter) corder NOA No. 04-0712.01) C. CALCULATIONS 01.111121011, . . • . 1. Anchor verification calculations and structural analysis, coni i, iri withe1 & -2010, dated 09/01/09 and updated on 07/10/14 to comply with Fji.s; EdUtion.(20141,E.. prepared by A1-Farooq Corporation, signed and sealed by JavaoA1 mad,11.1~."' .. (Submitted partially underNOA# 09-0825.03) • • D. QUALITY ASSURANCE • • • . . .. . .... 1. Miami -Dade Department of Regulatory and Economic Resources (RER) •.. • E. MATERIAL CERTIFICATIONS 1. None. E-1 • • ... . ... . . . ... . • • Mamoil' krez, P.E. Product Control Vxaminer NOA Ni --f -0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5th Edition (2014), and of no financial interest, dated July 10, 2014, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No, 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. • • • .. .. . .... . • .... • . • • . . • • . • . • .. • • . • . • . • ......• • . . • .. • .... . • .. Manuel Peter;'P E. Product Control Examiner NOA No. 1' (}7`31.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-2 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• • • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• :MULLION SYSTEM IS RATED FOR LANCE MISSILE IMPACT. AND CAN 13E USED WITH ALL MIAMI DADE COUNIV APPROVED I IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (10012). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANC59R5 SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF 190110RS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS A5 FOL LOWS. STEP STEP STEP 1 2 3 DETERMINE DESIGN LOAD 000015EU PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMEN15. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE 0115 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 ANO ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH OE51CN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • •• •• • • • • • • •• • • .• —_" • • • • • •- •••1" • ••I =At • •• •• • • u i -,4' •••II1S,,€i -1=y Jc _ i ji 3.000 ••• • _�• •"I �-, •• •• • •L • • • 4-• _=•'_y • • •• • • • • • • • • • • •• • • • • • • •• 4.000 I TYPICAL i__ [1 VIINDOIY FRAME L 115.000 6.000 i L-2.000 —•� r.rE F 1.111 1111 1111 I� 1 )1. ��r ___TYPICAL 1li' 1GLAZING PRODUCT _11-_P101_ 1-4Vii L'PT L. 7, �— Sl ,1 TUBULAR SHAPES ALLOY = 6063-16 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Eng' JAM AH(95 CML 4U PE i 70592 C.AN. 3538 JUI-1 12014 1.000 4.000 PRODUCT REVISED complyingas with the Ftafida Bulding Code ,(q Acceptance No ; %}'_%jL -L. Acceptancne Date- 7' Hy A:iwu De[ Prndoel6'apNal�. z c A drawing no. M04-04 .sheet 1 of gJ • .••• • . . ..• .• .. . • .• . .. .• • • • . . . • •• •. • . . •. • . •• •••• • • • • • . • • . . • . .•• • • •. • . ..• = I.00D r�.125 1 -'1 1.000 r- • • • ��2 DDD __ .l25 J r 7,000 /• .250 I GrvbIr CGND as rnvuuu i u E.S. WINDOWS, LLC I1 1235 S.W. 87 AVE 5220 N.W. 72 AVE. BAY P 4 MIAMI, FLORIDA 33174 MIAMI, FL. 33156 1 l TEL (305) 2648100 FAX (303) 2826978 J( __J TEL. (305)62a-7775 FAX. (305) 62a-7777 U" —• MULLION \M0t 04ESW 1 1.°0° r_ .323 j -1 ,.000 - 125 1 - T •• .• • • •• • • • • 2.1p IF • r•*25 • • �. • • • . •• • • • . 4 3.000 .J38 1-' i_ .JJB "-.125 4.000 1- 323 - e 125 3.000 -- _,.° -.- _ 125 4.000 - x.125 ... 5.4,4 • III• • •. • • • • • • • • • • • • • • • ,.. • • • • y . • • • • • • 25 1.. • •• • 41 • •6.000 • • • • • M • M . • • 25 6.000 250 9 Ix = 1.466 IN\4 SX = .977 IN\3 1 X 3 CUSTOM MULLION Ix = 2.975 IN\4 Sx = 1.487 IN\3 1 X 4 CUSTOM MULLION IX = .950 IN\4 Sx = .634 INV 1 X 3 STD. MULLION Ix = 2.037 IN\4 Sx = 1.018 IN\3 1 X 4 STD. MULLION 6063-T6 5063-15 2.000 125 6063-16 6063-06 _- -- Ix = 5.204 IN\4 Sx = 2.082 IN\3 X 5 ST17_ MULLION Ix = 8.276 IN\4 SX - 2.758 IN\3 2 X 6 STD_YULLION _/___ IX = 15.203 IN\4 Sx = 5.068 IN\3 2 X 6 i{:AVY MULLION S-'125 I2 606_3 -16 6063-16 6063-T6 .T- .125 4.000 -a .125 - .720 a -1.690- r._ - ss nr3.000 I.125 -- 2.000 -- 2.750 -1.405- - 3.250 IX = 1.467 IN\4 Sx = .978 M\3 2X3 STD. MULLION Ix = 2.976 IN\4 SX = 1.488 INVL1 2X4 STD. MULLION 1 3.750 I -. NOTCH OPTIONAL \ 4 Ed = MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8' FOR 5/16" DIA. ANCHORS MULLION CLIP I . /2"_. nP '. Ed L_ - - 4.500 - NOTCH _ OPTIONAL �\ Ed = A{IN. EDGE DIST. 44,4100b- 1/2" FOR 1/4" CIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS MULLION CLIP /� [ / TYP� /6• Id. 6063-T6 6063-T6 1 2.000 1 - .125 no Iscme: I/p• _ SII C i2�sn6rY. [Cr- bY:_hAviD _DE_•C9�T6.09L - I —w obn 7' l ^ Cy \C C7,14.141 i Ed = MIN. EDGE DIST. 1/2' FOR 1/4' OIA. ANCHORS 5/8" FOR 5/16" DIA. 2.000--"I ANCHORS ANGLE CLIP , \ \t�- Ed. 6063-T6 6063-15 Eng, JAVAD AII0AO CML FLA PE 9 70532 C.A.N..3538 JUL 21.201@ i- PRODUCT RIEVISE° as complying with the Florida Building Code �) Acceptance INo i 73i 0� ; 0xpirnlion Dale 7 r� --T By p(L I/ {{fI'10 ..d fl/li0 - M6snua `P'iodud CrMli ' .. drawing nO. M04-04 6063 rs sheet 2 of 9' • •••• •• •• • •• • • •• • • •• • • • • • • ••• • • • ••• 8 ••• •• • • • • • • • • • ••• •• • •• • • • • •• • • • • • ••• I� w' • )' j DESIGN LOAD CAP TY - PSF (TUBE MULLIONS) '. DESIGN LOAD CAPACITY - PSF (TUBE AfULLIONS) DESIGN LOAD. CAPACITY -PSF •(TUBE MUL.IONS) WINDOW DIMS. X 3 STOM __- . 1 X 4 CUSTOM -.-_... - WINDOW DIMS. . 1 X 3 CUSTOM --_ 1 X 4 : TOM iV •• •• • • • • wei:o . 1 X 3 CUSTOM 1 X 4 CUSTOM M WIDTH (19) MULL. SPAN l X 3- STD. 1 X 4 STD.. ' X 3 STD. 2 X 4 STD. '2 X 5 STD. 2 X 6 STD. 2 X 6 -HEAVY - WIDTH (W) MULL SPAN l X 3 ' STD. l X 4 STD. ' 2 X 3 STD. • X 1 .TD. X 5 TD. • 2 B S I1. • 2� HFA If . WIDTH (w) Ii11S. MULL SPAN 1 X 3 STD. I X 4. . STD. 2 X 3 STD. -- - 2 X 4 STD. 2 X 5 STD. Z X B STD. 2 X 8 HEAVY ALUMINUM TUBE MULL IONS ' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT E.S. WINDOWS, LLC 1 1235 S.W. 87 AVE 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 33174 I MAW, FL. 33166 if TEL (305) 264.8100 FAX (305) 262-6978 19--1/8" 150.0 150.0 ' 150.0 150.0 150.0 150.0 19-1/8' 74.6 140.9 115.1. U,0.0 86610.0 15•.01 150/ 19-I/I• • • 37.9 27.3 ' 55.3 96.7 146.1 , 150.0 76-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 53.8 101.7 83.1 • r4t.6 •f5!.0 150.1 115! 26 -"'PI • 27.3 - .39.9 69.8 105.5 150.0 30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30" 47.5 '89.8 73.4' 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 3 61.7 93.2 150.0 37' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 38.5 /2.8 59.5 106.4 148.9 150.0 150.0 37" - - - 28.6 50.0 75.5 138.8 42' 149.6 150.0 150.0 150.0 150.0 150.0. - 150.0 42' 33.9 64.2 52.4 93.816 • 13•.2 II 1501 1(3 • 11 • • - - - 25.2 44.1 66.5 122.3 48" 38-3/8" 130.9 150.0 150.0 150.0 150.0 150.0 150.0 - 48' 74-1/4" 29.7 56.1 45.9 3r1e_ 14 4 4.0:_ : : 8" •• 120' - - - 220 38.5 58.2 107.0 54' 116.3 150.0 150.0 150.0 150.0 150.0 150.0 54' - 26.4 49.9 40.8 72.9 • 14.1 . 11.4.2 • 16049• 54" • - - - - 34.3 51.8 95.1 60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60" 23.8 44.9 36.7 6,6• e : 1 r1 e I .0: � : ()" • - - - - 30.8 46.6 85.6 65' - 95.2 150.0 146.8 150.0 150.0. 150.0 150.0 66' 21.6 40.8 33.4 59.7 83.5 110.6 150.0 • 66" • - - - - 28.0 42.3 77.8 72' 87.3 140.1 134.6 150.0 150.0 150.0 150.0 72' - 37.4 30.6 .54.7 76.5 • 101.4 150.0 . 72' -- - - - 25.7 38.8 71.3 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 28.5 20:5 41.6 72.7 115.6 150.0 26-1/2' 136.2 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 37.2 79.4 57.4 116.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 52.5 83.4 150.0 30' 120.3 150.0 150.0 150.0 150.0 150.0 150.0 30' 32.8 70.2 50.7 102.6 143.5 150.0 150.0 30" -- - - 26.5 46.3 73.7 135.4 37' 97.6 1500 150.0 150.0 150.0 150.0 150.0 37' 26.6 56.9 41.1 . 83.2 116.4 550.0 150.0 37' - - 21.5 37.6 59.7 109.8 42" 85.9 138.0 132.6 150.0 150.0 150.0 150.0 42" 23.4 .50.1 36.2 73.3 102.5 135.8 150.0 42" - - - - 33.1 52.6 - 96.7 45" 50-5/8" 75.2 120.8 116.0 150.0 150.0 150.0 150.0 48' 94' 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" •_ _' -T - - 26.0 46.1 84.6 54' 66.8 107.3 193.1. 150.0 150.0 150.0 150.0 54' - 39.0 . 28.2 57.0 79.7 105.6 150.0 54" - - - - 25.7 40.9 75.2 60" 60.2 96.6 92.8 141.2 150.0 150.0 150.0 60' - 35.1 25.3 51.3 71.8 95.1 _ 150.0 60" - - - - 23.2 36.8 67.7 66" 54.7. 87.8 84.4 128.4 150.0 150.0 150.0 66' - 31.9 23.0 46.6 65.2 86.4 150.0 66' - - - - 21.1 33.5 61.5 /2" 50.1 90.5 77.3 117.7 150.9 150.0 50.2 72" - 29.2 21.1 42.7 59.9 /9.5 ;45.6 77" - - - - 30.1 56.4 19-1/8 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19-1/8" - 21.9 ,- 32.0 56.0 89.0 150.0 26-1/2' 103.8 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 24.9 53.4, 38.4 78 0 124.4 150.0 150.0 26-1/2" - 23.1 40.4 64.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30' 22.0 47.2 34.0 68 9 109.9 145.6 150.0 30" - - - 70.4 35.7 56.8 104.3 •7" 74.3 119.3 114.7 150.0 150.0 150.0 150.0 37' - 38.2 27.5 55 9 89.1 118.0 150.0 37" --- --y-- - - 28.9 46.0 84.5 a2' 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42' - 33.7 24.3 49 2 78.5 104.0 150.0 42" - - - 25.5 40.5 74.5 48' 58" 57.3 92.0 88.4 134.5 150.0 150.0 150.0 48' 96" - 29.5 21.2 43 1 59.7 91.0 150.0 48" 144" - - - 22.3 35.5 65.2 54' 50.9 81.8 ,78.6 119.5 150.0 150.0 150.0 54' - 26.2 -38 3 61.0 80.9 148.6 54' - - - - - 31.5 57.9 .1" I 45.8 - 70.7 107.6 150.0 150.0 150.0 60" - 23.6 - 34.4 54.9 72.8 133.7 60" - - - 66 41.7 EITE 64.3 97.8 136.8 150.0 150.0 66" - 21.4 - 31.3 49.9 66.2 121.6 66" - - - - - - - 28.4 25.8 52.1 47.4 7e 38.2 61.3 58.9 89.6 125.4 150.0 150.0 /2' - - - 28.7 45.8 60.7 111.5 72' - - - - - 23.6 43.4 19-1/8' 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 o 82609 JP TED FOR ZOO) OC I E 19 2 091 I R" PE BCCO CO EN.:5 E 3051' LT:10 CHBACE ENS SHEET C C I 1 OP,FO L' 201. BBC —_-_- ' U• 26-i/2INSCRIBED 85.0 141.2 135.7 150.0 150.0 150.0 150.0 26-1/2 - 37.5 27.0 54.8 95.8 130.2 150.0 ` H INSIDE RECTANGULAR SHAPE 081205TAL MULLION 30' 77.7 124.8 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 48.4 84.6 115.0 150.0 ' 37" 63.0 101.2 97.2 147.9 150.0 150.0 150.0 37' - 26.9 - 39.2 68.6 93:3 ;50.0 --- -----•-- -------- %' GLAZING 42' 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' - 23.7 - 34.6 60.4 82.2 150.0 PRODUCTYERUCA 48' 63' 48.6 78.0 74.9 114.0 150.0 150.0 150.0 48' 109" 20.7 - 30.2 57.9 71.9 132.1 9011105 _ - 54' 43.2 69.3 66.6 101.3 141.8 150.0 152.0 54' - - 26.9 47.0 63.9 117.4 z 60' 38.8 62.4 59.9 91.2 127.6 150.0 150.0 60' - - 24.2 42.3 57.5 105.7 GLAZING GLAZING D ae 66" 35.3 56.7 54.5 87.9 116.0 150.0 150.0 66' - - - 22.0 38.5 52.3 96.1 PRODUCT PRODUCT -' . a 3 72' 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72' - - - 20.2 35.3 47.9 88.1 GLAZING PRODUCT GLAZING PRODUCT ALL LOADS ARE EXT.(+)/INT,(-). NOTE: I-_ .1v_1...-� W7 j MILL ON SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. C'1 T' aNate: 04-26-04 u wI 'la Y aM 0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Eng: 3AVA0 410.140 CML PRODUCT REVISED os comPlyin6 with the Florida Y/I + W2 FLA. PE / 50592 C.A.N. 3538 :wilding Code Acceptance / % (, WIDTH (W) _ ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 i 9c.F6rnionDate_ �j /A -' �' / 4', 5" AND 6" TUBE MULLIONS. p JUL H1iZ0If4 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS.; MULLIONS ',' f;,'. " A Ahern; Dade Product Confral • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 7 I, Jlo .v1 l 'DESIGN LOAD CAPACITY - I'S F DESIGN LOAD CAPACITY - PSF - DESIGN LOAD CAPACITY - PSF WINDON DI\15. ANCHORS TYPE fff•• ANCHOR STYPE • ANCHORS TYPE WIDTH .( ) MULL SPAN A D C 11 0 F _ 0 WIDTH (8) MULL SPAN A •• D • • C. •0 • • P F • • G • • WIDTH (W) MULL SPAN A H C 0 E F G rAL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX (305) 2626976 MULLION\M04 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 101.0 :50.0' :139.59 0.: 15 .0 920.6 150.. 9 .62.5 86.3 150.0 150.0 74.6 149,2 26-1/2" 141.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 72.9 •11445.8 •100.7 1.0.0• 15%0 87.0 150.% .19-1/8" X26-1/2" 45.1 _125.0 90.2 67.3 124.5 150.0 53.8 101.% 30" 124.6 150.0 150.0: 150.0 150.0 148.7 150.0 30" .6,---1 •128.8• • 19.0 Isdo le19 76.9• 950.0 • 30" 39.6 79.7 SSA 110.0 137.6 47.6 95.1 37" 101.0 150.0 139.6 150.0 150.0 .120.6 150.0 345 52.2 104.4 72.1 144.1 150.0 62.3 124.6 37" 32.3 64.6 44.6 89.2 111:G 38.6 77.1 42" 89.0 150.0 122.9 150.0 150.0- 106.2 150.0 42" - 46.0 92.0 63.5. 127.0 150.0 54.9 109.8 42' 28.5 56.9 39.3 78.6 • 98.3 34.0 67.9 48" 38-3/8" 77.9 .150.0 107.6 150.0 150.0 92.9 150.0 48" 74-1/4" 40.2 80450 65.60 1161 1140 e 96.6 48" 120" . 24.9 49.8 - 34.4 66.8 86.0 29.7 59.4 54" 69.2 138.4 95.6 150.0 150.0 82.6 150.0 54" 35.8 91�5 �94• 8.8• 913.'} X2.7 115.4 54" 22.1 44.3 30.6 61.1 76.4 26.4 52.8 60" 62.3 124.6 86.1 150.0. 150.0 74.5 148.7 60" 32.2 • --• 64.40 6 • 494.5• - 118.9• • • --•8. 6162 08.4 .. 76.% 60" - 39.8 27.5 55.0' 68.8 23.8 47.6 66" 56.6 113.3 78.2 150.0 150.0 67.6 135.2 66" 29.3 58.O !0.4 • '0.89 901.9 •54.0 69.19 66" _ 36.2 25.0 50.0 62.5 21.6 43.2 72" 51.9 ' 103.8 71.7 143.3 150.0 62.0 123.9 72" 26:8 53.7 •_ 37.1 -•- 74.1 9.._•----•-�M� 92.7 32.0 64.0 72" - 33.2 22.9 45.8 57.3 39.6 19-1/8" 148.1 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 89.3 150.0 123.3 150.0 150.0 106.6 150.0 - 19-1/8" 56.8 113.6. 78.5 150.0 - 150.0 67.8 135.6 26-1/2" 106.9 150.0 147.7 150.0 ' 150.0 127.6 150.0 26-1/2" 64.4 178.9 89.0 150.0 150.0 76-9 150.0 26-1/2" 41.0 82.0 56.6 113.2 141.6 48.9 97.9 30" 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 56.9 113.8 78.6 150.0 150.0 67.9 135.9 30" 36.2 72.4 50.0 100.0 125.1 43.2 86.5 37" 76.6 , 150.0 105.8 150.0 150.0 91.4 150.0 37" 46.1 92.3 63.8 127.4 150.0 55.1 110.2 37' 29.4 58.7 40.6 81.1 101.4 t"35.1 70.1 42" 67.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81,3 56.2 112.2 140.4 48.5 97.0 42' 25.9 51.7 35.7 71.4 89.4 30.9 51.8 48" 50-0/5" 59.0 118.0. 81.5 150.0 150.0 70.4 140.9 48" 84" 35.6 71.1 - 49.1 98.2 122.9 42.5 84.9 48" 132" 22.6 45.3 31.3 62.5 78.2 27.0 54.0 E.S. WINDOWS, LLC i 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624-7775 FAX. (J05)624-7777 54" 52.5 104.9 72.5 144.9 150.0 62.6 125.2 54" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54" - 20.1 40.2 27.8 55.6 69.5^ 24.0 48.0 60" 47.2 94.4 65.2 130.4 150.0 56,4 112.7 60" 28.5 56.9 39.3 78.6 98.3 . 34.0 67.9 60" - 36.2 25.0 50.0 62.5 21.6 43.2 86" 42.9 85.9 59.3 118.5 148.3 51.2 102.5 66" ' 25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32.9 22.7 45.5 56.9 - 39.3 77" 39.3 78.7 54.4 108.6 .135.9 47.0 93.9 72' " ' 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72" 30.2 20.8 41.7 57.1 - 36.0 9-I/8" 26-1/2 129.3 93.3 . 150.0 150.0 150.E 128.9 150.0 150.0 152.0 150.0 1500 111.4. 150.0 150.0 19-1/8" 26-1/2" 75.1 56,4 150.0 • 112.8 107.0 77.9 150.2 150.0 150.0 150.0 93.2 67.3 150.0 134.6 15-1/8" 26-1/2' 57.1 37.6 104-22 75.2 • 71.9 51.9 143.8 103.8 150.0 92.2 129.8 44.9 i 124.3 89.7 30" 82.4 150.0 113.9 150.0 . 150.0 98.4 150.0 30" 49.8 99.6 68.8 131.5 150.0 59.4 118.9 30' 33.2 66.4 45-.9 91.7 114.7 39.6 79.3 37" 66.8 133.7 92.3 150.0 150.0 79.8 150.0 37' 40.4 80.8 55.8 111.5 139.5 48,2 96.4 37" 76.9 55.8 37.2 74.3 93.0 32.1 64.3 42" I 58.9 117.8 81.3 150.0 150.0 70.3 140.5 42" 35,6 71.1 49.1 98.2 122.9 42.5 84.9 42" 23.7 47.4 32.9 65.5 81.9 28.3 56.6 48" 58' 51.5 103.0 71.7 142.7 150.0 61.5 123.0 48" 96" ' 31.1 62.3 43.0 85.9 107.5 37.2 74.3 48" _ 144" 20.8 41.5 28.7 57.3 71.7 24.8 49.5 54" 45.8 91.6 63.3 126.4 150.0 54.7 109.3 54" 27.7 55.3 38.2 _ 76.4 95.6 33.0 66.0 54" - 36.9 25.5 50:9 63.7 22.0 44.0 .0" 41.2 .4 56.9 113.8 142.3 49.2 98.4 60" 24.9 49.8 34.4 68.8 86.0 29.7 59.4 60' - 33.2 22.9 45.8 57.3 ' - 39.6 66" 37.5 it•i 51.8 . 103.4 129.4 44.7 89.4 66" 22.6 45.3 31.3 62.5 78.2 27.0 54.0 66' - 30.2 20.8 41.7 52.1 - 36.0 72" _ L, 34.3 68.7 47.4 94.8 118.6 41.0 82.0 72" • 20.8 41,5 28.7 57.3 71.7 24.8 49.5 72' - 27.7 - 39.2 47.8 33,0 19-1/6" 119.0 150.0 150.0 150.0 150.0 142.1 150,0 19-1/8" 69.4 138.9 95.9 150.0 150.0 82.9 150.0 ANCHOR 196E5 MULLICN 26-1/2" 85.9 150.0 118.7 150.0 150.0 102.5 150.0 26 1/2" 50.1 100.2 69.2 138.4 150.0 59.8 _ 119.6 -408)7091A0 A, 8, C. 0, E, y escriplon e No GNANOETH6 SHEET__.- _UPDATED ROR_2501 FAC _ I REVj PER BCC° COMMENTS 30" 75.9 . . 150.0 -_ 104.8 150.0 150.0 90.6 150.0 30" 44,3 88.5 61.2 122.2 150.0 52.8 105.7 AT HEAD/SILL/JAMBSARCHES TO BE INSCRIBED • ANCHOR TYPES 1 -mSIDE RECTANGULAR SHAPE 37" 61.5 123.1 - 85.0 150.0 150.0 73.4 _ 146.9 37" __.--..... 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F & C '1 42" 54.2 108.4 74.9 149.7 150.0 64.7 129.4 42" 31.6 63.2 43.7 87.3 109.2 37.7 /5.5 AT JABS ONIY 46" 63' 47.4 94.9 65.5 131.0 150.0 56.6 11.3.2 48" 108" 27.7 55.3 38.2 76.4 95.6 33.0 66.0 4JLLION 1' GIA2INC ' l PRODUCT 3 54" 42.2 84.3 58.7 116.4 145.6 50.3 100.6 VERTICAL 60" - --- - 37.9 ____ 75.9 - - 52.4 104.8 131.0 45.3 90.6 54' 60" 24.6 22.1 49.2 44.3 34.0 30.6 67.9 61.1 84.9 76.4 29.4 26,4 58.7 52.8 .,>__ MULLION .1-' - :, 66" 34.5 69.0 47.7 95.2 119.1 41.2 82.3 66" _ 20.1 40.2 27.8 55-5 69.5 24.0 48.0 GLAZING GLAZING .c ANCHOR AE7NL 81 T 72" 31.6 63.2 43.7 87.3 109.2 37,7 75.5 72" 36.9 25.5 50.9 63.7 22.0 44.0 PRODUCT PRODUCT 3 ALL LOADS ARE EXT,(+)/INT.(-). GLAZING PRODUCT GI AZING PRODUCT I i NOTE: L Vl1 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - - Yl2 MULL ON SPAN LOCATIONS AT HEAD, SILL OR JAMB ENDS. 6, e OR AT HEAD/SILL/JAMOS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPES ES `----, 1'�1f . 1 o ,-• x_1! Browing M04-04 i I `5 no. TYPICAL MULLION ARRANGEMENTS Eng. JnvnO nur.a0 PRooucrREVISI_u (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)_ - -- 1Y1 : /12 I WIDTH (W) cm2 FLA. PE # 70592 CAN. 3536 as complying with the Florida 0"ilding Code Acccplwlce Nof 0 ,6/ip = ANCHORS TYPE 'D' AND 'E' APPLICABLE TO L 2• • - n"'alionOsle ..= 9 • 4", 5" AND 6" TUBE MULLIONS. _ ____ ANCHORS TYPE A. .8., 'C', 'F' AND 'G' APPLICABLE i TO ALL TUBE MULLIONS. I ANCHORS I JUL 212014 / Hyl biieq/Oade Pro ucYCmutoH' V .1 •sheet 4 of 9 • • ••• • • • ••• • • • •• • • • • • • • • • • •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• Ed 1/4" DIA: ULTRACONS 2 PER CLIP (1 ON EACH WING) 3' MIN. TY.. 1/4" DIA. UITRACONS 1 PER ANGLE • fL — 1,11 i I 1 B 4/000 BUCK Ed. 1/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1_ FLOATING CLIP SNUG FIT INSIDE MULL gI4 SATS 1-3/4" 0.C. MON. 2 PER ANGLE 1/4' 01A. ULTRACONS • • • • • 1'4 PEI CIID (2 ON EACH WING) • •; • • n • • • • ,\ 11 11 11 It 2C \ 11 WOOD BUCKK 11-11 OR �I li WOOD dI STRUCTURE ALTERNATE ANCHOR LOCATION u t I__ 1/4" DIA. ULTRACONS 1 PER ANGLE • .• •• •• -or • i• • * • _2 X 2 %.1/8' • t ALUM ANGLE I II /. �'j, � — . r� _i_-1 -f'n 4I- II 4 ,,. I II 11 ; ft 14 FT" '1T FLOATING CLIP I 11 II 11 SNUG FIT INSIDE MULL 1I II I.2 X 2 X L I I I ALUM ANGLE gI4 SIAS U L' 1-3/4" O.C. MIN. I I 2 PER ANGLE 1 I ANCHORS TYPE "A' • • ' 1 BYL, WOOD BUCK 11 I II 1 11 1 11_J I I 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) Ed. 1" MIN_ 1 1/4" DIA. ULTRACONS_ 2 PER ANGLE • „G( ;45 II 11 II II II II II II u U I I I _il. I is FLOATING CLIP SNUG FIT INSIDE #4L #14 SMS 1-3/4" 0.C. MIN." 2 PER ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE GIST. MIN. EMBEDMENT WOOD 1" 1-1/2" CONCRETE 2-1/2" 1-1/2" X41, t I 1 I 1 I I 2 BY_ WOOD BUCK 1/4" DIA. ULTRACONS 2 PER ANGLE X 2 X 1/8" ALUM ANGLE J- 3 I I I I 11 rT IIII 1 1 I I I I I uu u u I I I I I _FLOATING CLIP -FLOAT FIT INSIDE MULL. g14 SMS 1-3/4" 0.C. MIN.-/ 2 PER ANGLE WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. CONCRETE - fc 3000 PSI MIN. ' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. . CLIPS 0R ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Eng.: JAVAD AHMAD CML FLA. PE Q 70592 C.A.N. 3538 JUL 21 2014 2 X 2 X 1/8' ALUM ANGLE PRODUCT REVISED 81 Bocom ildinyplyCurie ing wisle Florida Acceptance No /h (Tie 13airmion 0nle / r. Hy 1liad =-' Mieev./ll;IM J'rs"d+IXL Contra -_ 1G N, "OM �I z Olf 0 t 61 w D -I 0 o i_ ce 0 O1; a w M a Oa<o 0,6-21 e 6- 2 m• LL Z 1n f1 J0M¢J Q OJ c J m I.J J drawing no. M04-04 ,sheet 5 of 9 1 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• • • •• •• • • • ••• • •• •• • • ••• Ed. r 1/4" DIA. ULTRACONS - 2 PER CUP (.1 ON EACH WING) `• 3" MIN.l �TYP. II 1 ALTERNATE ANCHOR LOCATION a.� 1/4" DIA. ULTRACONS 1 PER ANGLE % • • • • • • • • • al I _FLOATING CUP SNUG FIT INSIDE MULL • #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' • Ed.• • • ••• • • • 1 • • • • • iiI 1/4" DLA. ULTRACONS •� 4 CLIP (2 ON EACH WING) • yam• • 1/12.' • • j1 • -IL •• ••• liy1Y • • • • p • • • • • • •• • So• • • •• 2 x 2 x 198" •• • p • •• •• •• 1 • 1 1 ALUM ANCLC • p • • • • 1 • LI LI •• $ im it • • ••_•_}_ 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY 8E HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1-1/2" CONCRETE = Yc= 3000 PSI MIN. 11 I 11 11 1 I{11 I i1t I '1/4' DIA. ULTRACONS 2 -PER ANGLE 7 • • Ilii 11. •• • • I I I tt tt X1 h' T I I [FLOATING CLIP SNUG FIT INSIDE MU L #14 SMS 4 PER ANGLE U T _2 X 2 X 1/8" ALUM ANGLE 'I3 I II 1/2"(2) 3" LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUHL MULLIONS ALL CLIPS AND ANGLES TO FN SNUG INT0 TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE. METHACRYLATE LACQUER. Engr: JAVAD AHMA0 CML FLA. PF, / 70592 C.A.N, 3538 JUL 2142014 PRODUCT REVISE') as complying with the Florid4 Building Code Acceptencc No -73/01., Eai1itnl10I Dole � 20/47 MiliyT Dodo Pr uci Contro j F r;` w 11 ro "ft n; ./'o 0 O 365) 624-7777 9 drowing no. M04-04 I _ ',sheet 6 of 9 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • • •• • • • ••• • • •• • • ••• Ed. (ti IN. TYP. • �Il 1 5/16' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) I I I I LJ 70, 5/16" DIA. ULTRACONS 2 •ER ANG& • • • • • •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • •••-,.4 I• ••• ••• • FLOATING CI IP SNUG FII INSIDE MULL /14 SMS 4 PER ANGLE 1 • • • • • • • • • • • • • T7 E1 71 rtr I I • • • • AL1* ARGLE• • • • • • • u u • • • • • • ••• •• LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FLAT HFAD SUBSTRATE Ed. = IN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1-3/4" CONCRETE = Yc = 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • 1 CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO OE PROTECTED: ! WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS P41140 OR WATER -WHITE METHACRYLATE LACQUER. Enyr. JAV.:D AHMAD CVIL FLA PE 70592 Jt ' 3P014 PRODUCT REVISED 05 cccoepmtpyCeng w i/QlO t_j1he Plmfd7y 3a Building ode [iKeifei<xDole 2_6C y<llCfls JylimtiiDadc Product Con.R , `64- a 101 Io drowing no. M04-04 shcct 7 of 9 • •••• • • • ••• •• •• • •• • •• •• • • • • • • • • • • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • • • • ••• Ed. I/4" DIA. ULTRACONS 2 PER CLIP (I ON EACH WING)' y i y I \ ALTERNATES ANCHOR LOCATION or j J 1/4" OW ULTRACONS• • • • • • •1/4" DIA. ULTRACONS 7 PER 000IE • • • • • I d • I /4" MIN} • 4 PP CUP (2 ON EACH WING) • • r• • • •- • 1 •- I—'1. • • • • (I • • • I • f d� FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1-3/4" 0.C. MIN.- 2 PER ANGLE I I 1 M• r'rc I I I I 1 ••Irt • • •• 2 X 2 X128" ; ALUM .IJ�LE I/4" DIA.. ULTRACONS 2 PER ANGLE 1 I1 II tl.tt IRI"TT SNUG FIT INSIDE MULL / 1 11 FLOATING CLIP 1 1 j I 11 /14 SMS, 1 11 I -3/4" 0.C. MIN. 2 PER ANGLE , 1 - ANCHORS TYPE 'F' ANCHORS TYPE 'G' AT JAMBS ONLY AT JAMBS ONLY 1/4 DIA. ULTRACONS BY '0100' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = IN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2" 1-1/4" MASONRY = C-90 HOLLOW/FILLED BLOCK Em - 2000 PSI MIN. • ALL CLIPS AND ANGLES TO FIT SNUG 'INTO TUBE MULLIONS. i CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED] WITH ALKALI -RESISTANT COATINGS, SUCH AS 8ITUMiNoU5 PAINT OR WATER -WHITE METHACRYLATE LACQUER. Eng,: JAV.AO AHM10 CIVIL FLA PE / 70592 C.AN. 3538 JUL 212014 2 X 2 X 1/8" ALUM ANGLE PRODUCT REVLSIU us complying with the Ii101 I T ToIlJiing Code 'Se prance No 1d_Q7. Lo Expiration fate �.tll.�'/9 t,41 4)a<k Product Conlsoid o1In drawing no. M04-04 J ,sheet 8 of g • • • ••• • • • ••• •• •• • •• • •• •• • •• • • • •• • •• • • • •• • • • • ••• ••• • •• • • • • • • •• • • • ••• • • • • • ••• 1A j�T�AE • .. SEF CHART FDI, ANTIIIE •r• MB: MctL. • • • • • • • • • • •• • • • • • • • • •{`•• ••• -_ a. 1b00 ••• • l- Ili •• #10 FH S•6 2/ SIDE• 1/8" THICK ALUM CHANNEL• LENGTH TO FIT 5Njj - INTO MU N TUBES MAY 8E NOTCHED AS SHOWN 10 ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 1 ANCHOR i NO. OF • • • • • • • TY RA 1 SCREWS' 2 1 TYPE B I___�� • • IIYPEC! 2 • • • • • •TYPE 0 I_ _4, •i TYPE E 4 TCBE MI!LICA • • • • • ACCESS HOLE / THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION #14 FH SUS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES 11 rir � • f / 7 II \ 110 FH SMS 2 PER CLIP >{ 1" O.C. MIN. 1-3/4' X 2" X I/8" (FOR 28Y TUBE) 3/4' X 2' X I /8" FOR (18Y TUBE) ALUM ANGLE CUT TO FII SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. IHK. ALUMINUM (6063--T5 MIN.) 1 L I Engr: JAVA!) AN9A0 CML FLA. PE ( )0592 C.A.N. 3538 JUL 21 2014 PRODUCT REVISED as complying with the Florida Building Code Accepllwcc No i4 -L'73 G `G 8xyirelion nc�e t, :. Z.,�� 1 Mlen>I Dude P1011Ve1 Conlrtit of o l n I .. (drawing no.1 M04-04 I shoes s or s #I4 SMS/TEKS SUBSTRATE Ed. = MIN. EDGE 01ST. MIN. CL TO CL SPACING METAL 5/8" 1 /2" METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. IHK. ALUMINUM (6063--T5 MIN.) 1 L I Engr: JAVA!) AN9A0 CML FLA. PE ( )0592 C.A.N. 3538 JUL 21 2014 PRODUCT REVISED as complying with the Florida Building Code Accepllwcc No i4 -L'73 G `G 8xyirelion nc�e t, :. Z.,�� 1 Mlen>I Dude P1011Ve1 Conlrtit of o l n I .. (drawing no.1 M04-04 I shoes s or s