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WS-17-1919Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -7-17-1919 Permit Type: Windows/Shutters uric Classification: Window/Door Replacem e r� � ' Permit Status: APPROVED Issue Date: 712712017 Expiration: 01/23/2018 Parcel Number Applicant 148 NW 97 Street Miami Shores, FL 33150- 1131010250050 Block: Lot: GUSTAVO JOSE ARCIA Owner Information Address 148 NW 97 Street MIAMI SHORES FL 33150- 148 NW 97 Street MIAMI SHORES FL 33150- Phone Cell Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 20,516.25 280 Type of Work: REPLACING 13 IMPACT WINDOWS AND 1 D No of Openings: 14 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.60 $3.60 $3.60 $4.20 $240.00 $9.00 $16.80 $289.80 Pay Date Pay Type Invoice # WS -7-17-64699 07/27/2017 Credit Card 07/27/2017 Credit Card Amt Paid Amt Due $ 239.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- amed co r> for to do the work stated. 34 Authorized Signature: Owner / Applicant / . tractor / Agent Building Department Copy July 27, 2017 Date July 27, 2017 1 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "Inspector Affidavit" Nov. 7, 2017 Building Official City of Miami Shores Miami Shores, Fl Re: Gustavo Arcia 148 NW 97th St Miami Shores, Fl Permit# WS -7-17-1919 Contractor Name: ASP Windows and Doors Dear Building Official, I have performed a detailed site inspection of the proposed installation of the13 windows &1 single door in the above mentioned premises; next you will have all the different aspects of this report, the work is to be performed by ASP Windows and Doors, a Licensed Certified General Contractor with license #CGC1513274, and these are my findings. The proposed work specified in the city approved plans and structural calculations were installed according to the Florida Product Approvals and plans. As a result of a very detailed inspection on the above mention premises it is my professional opinion that the Windows and Doors are installed according to the submitted plans and meet the 5th Ed. 2014 Florida Building Code. This project serves as a guarantee that the installation was done in accordance with the inspections required by the existing code, the framing waterproofing and bucks were installed by the NOA's attached on plans approved by the city all the screws were inserted to the correct distance. However this engineer report does not represent a warranty for the product installed, please contact the window and door manufacturer to obtain warranty information. Should you have any questions, concerns or need further information, please do not hesitate to contact me or ASP Windows and Doors. Very truly yours, Charles C. Mitchell, P.E. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-292178 Permit Number: WS -7-17-1919 Scheduled Inspection Date: November 14, 2017 Inspector: Riveron, Alexis Owner: ARCIA, GUSTAVO JOSE Job Address: 148 NW 97 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number (305)302-2531 Parcel Number 1131010250050 Phone: (305)264-0446 Building Department Comments REPLACING 13 IMPACT WINDOWS AND 1 DOOR. Infractio Passed Comments INSPECTOR COMMENTS False Passed b Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-286786. 11/06/2017 work concealed totc)44 PI:0( 1 November 13, 2017 For Inspections please call: (305)762-4949 Page 31 of 39 BUILDING PERMIT APPLICATION EBUILDING ❑ ELECTRIC 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 ❑ ROOFING EPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: City: County: Miami Dade Folio/Parcel#: "- 3101— 025 0050 Is the Building Historically Designated: Yes IL/2) IOW g7& -re -E- Miami Shores RECEIVED JUL 2 7 2017 BY: Master Permit No Sub Permit No tt FBC 20 Lvi ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Zip: 3315Q Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name(FeeSimple Titleholder):G�V 511) UD AYC.% C�. Address: Nib Nw 1 � 7T • City: N1 PC N11 Sh OV e 5 State: FL • Tenant/Lessee Name: BFE: NO FFE: Phone#: 305.302.253 I Email: 9 U5%A.UO at/C1O{ mai I-CoM Phone#: Zip: 150 r� CONTRACTOR: Company Name: P tAty) vim S1ovnn P-edivt l Address: A I O�CO I /4u.) 11454-- it Iv W a City: i\tA State: r L - Qualifier Name: SbNPsth PPM RvO12.1 to 1. ()e2_ ' State Certification or Registration #: C? C 15 � 3 2 7I7- DESIGNER: Architect/Engineer: Address: Phone#: 305 5) .o5v/ / zip: 33172_ Phone#: 305 52t, • 52) Certificate of Competency #: Value of Work for this Permit: $ c2 0j 6,6• .2 Type of Work: ❑ Addition ® Alteration ❑ New Phone#: City: State: Zip: Square/Linear Footage of Work: X80 ❑ Repair/Replace ❑ Demolition Description of Work: 4/act�l� (3)'Mpac�7t tv/A/do bus eund (1) Wad Specify color of color thru tile: Submittal Fee $ Permit Fee $ - GO CCF $ CO/CC $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) TOTAL FEE NOW DUE $ . • BO • 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 recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGEN Signatur CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -r 14 , by lo day of 22 V° day of JLky , 20 17 1 A )b ArCiA / , who is personally known to me or who has produced jL b L identification an• IP - NOTARY PUBLIC fR` '+ Seal: Mitt JASON H. SPIEGELMAN MY COMMISSION MFF 990234 EXPIRES: May B, 2020 Bonded Thru Notary Public Undeivrtiter s ,JJson) Spie5el M1 N • 1 s,AI f ,20 /7 ,by 12fpleZ.who is personallvinown to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: • ERO Commission MGG 587/4 My Commission Expires D.comber 28, 2020 *********************************************************************************************************** APPROVED BY I I/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County PROPERTY APP' A SER flFFICE n ,; Page 1 of 1 Summary Report Property Information Folio: 11-3101-025-0050 Property Address: 148NW97ST Miami Shores, FL 33150-1735 Owner GUSTAVO JOSE ARCIA CARMEN C ELIE Mailing Address 148NW97ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,675 Sq.Ft Living Area 1,361 Sq.Ft Adjusted Area 1,516 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $189,543 $189,543 $140,036 Building Value $105,514 $105,514 $105,514 XF Value $480 $480 $420 Market Value $295,537 $295,537 $245,970 Assessed Value $209,622 $295,537 $184,940 Benefits Information Benefit I.Type 2017 2016 2015 Save Our Homes Cap :Assessment Reduction $100 29973-0753 $61,030 Portability :Assessment Reduction $85,915 $0 $50,000 Homestead Exemption $25,000 $295,537 $25,000 Second Homestead Note: Not all benefits are School Board, City, Regional). !Exemption $25,000 Values (i.e. County, $25,000 applicable to all Taxable Short Legal Description RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 5 BLK 3 LOT SIZE 75.000 X 115 OR 21166-4274 04 2003 1 Generated On : 7/27/2017 Taxable Value Information Previous PriceSale OR Book- Page 2017 2016, 2015 County $100 29973-0753 Exemption Value j $50,000 $0 $50,000 Taxable Value I $159,622 $295,537 $134,940 School Board 21166-4274 Sales which are qualified Exemption Value 1 r $25,000 $0 $25,000 Taxable Value $184,622 $295,537 $159,940 City Exemption Value $50,000 $0 $50,000 Taxable Value $159,622 $295,537 $134,940 Regional Exemption Value ` $50,000................................................_$0..........._. $159,622; $295,537,' $50,000 Taxable Value I $134,940 Sales Information Previous PriceSale OR Book- Page Qualification Description 02/18/2016 $100 29973-0753 Corrective, tax or QCD; min consideration 02/18/2016 $375,000 29973-0750 Trustees in bankruptcy, executors or guardians 11/17/2014 $100 29390-0921 Corrective, tax or QCD; min consideration 04/01/2003 $238,000 21166-4274 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/27/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme alier/Owner Signature Date Print Name TM 805 Series Horizontal Roller 15-0505.29 12 361/8x50 TM 605 Series 0Single Hung 13 17-0608.04 18 1/2 x 38 1/8 White Interlayer TM 805 Series Horizontal Roller 14 15-0505.29 361/4 x 50 1/8 /Th SP Windows and (Doors It Just Malts Senst 10 Gustavo Arcia 148 NW 97 Street Miami Shores FL 33150 O EGRESS X 0 X 0 TM 805 Series Horizontal Roller 15-0505.29 521/2 x 501/8 TM 8 5 Series Horizo tal Roller 1 505.29 53 621/2 Bedroom x 0 EGRESS X 0 Bath Bedroom TM 805 Series Horizontal Roller 15-0505.29 521/2x501/8 0 0 TM 805 Series Horizontal Roller 1/4-1/2-1/4 15-0505.29 97 x 62 3/8 X NA 0 TM 805 Series Horizontal Roller 1/4-1/2-1/4 15-0505.29 941/2x621/2 X 5. c�- 0 TM 805 Series Horizontal Ro ler 1/4-1/2-1/4 15-0505.29 11012 x6212 TM 805 Series Horizontal Roller 15-0505.29 36 1/4 x 50 1/8 fit/e 'zb\J /ATait.7-7) c:PARA- Front Entry Door X 0 TM 805 Series Horizontal Roller 15-0505.29 53x46 TM 805 Series Horizontal Roller 15-0505.29 6 36 3/8 x 50 •• ••11P.61. • • • Condior6erits • e • • 5061..03• • • TM 805 Series • • Hgrjzontal Ro ler 1/4-1/2-1/4 15-0505.29 •••• •.96x50 •• •74./8x91• • • • •• O • ••• • •••• ZONING DEPT • • • •• •• • • • • • • • • • • • • •• • • j3LDG DEPT ... . ... • ...• . ••• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • I f c,l 19 , ;r/L11)1 IANCE WITH ALL FEDERAL 1 1 "I 1 1Y RtII 1—S AND RFGUI_ATIONS WIND LOAD TABLE F R C MPONENTS AND CLADDING �n //,�,e ,�/ CLIENT. jrl'21�1��yt�'1 � ADDRESS. �l� �7 Si7G�I PROJECT: C- 05/72(/d 4-c a glum Skiee2 3.3150 City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 100 Zone 4 Pressures (PSF) Roof Mope >10 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. (ft) 10 15 20 25 30 35 40 45 50 (ft) i ' 10 " 15 20 25 30 35 40 45 50 + 40.1 39 38.3 37.7 372 36.8 363_ 36.2 3_5.9 35 + 40.1 39 38.3 37.7 37,2 36.8 36.5 36.2 35.9 - 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 39.3 - 53.7 51.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 44.5 43.4 42.7 42.1 416 41,2 40.8 403 40.2 - 55.0 52.8 50.1 49.1 48.3 47.6 46.9 46.4 20 + 425 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 0 + 42.5 41.3 . 39.9 39.4 39.0 38.6 38.3 38.0 20 • 46.1 44.9 44.2 43.5 43.0 42.6 42.2 41.9 41.6 A - 56.9 54.6 151.8 49.9 49.2 48.6 48.0 22 + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 + 43.4 42.3 40.8 t 39.9 39.5 39.2 38.9 - 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 - 58.1 55.8 54.2 53.0 51.9 51.1 50.3 49.6 49.0 Tributary Area (Sq. Ft) + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 25 - 48.6 47.4 46.6 46.0 45,4 45.0 44.6 44.2 43.9 28 + 45.8 44.6 43.7 43.0 42.5 42.0 416 41.3 41.0 - 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 449 30 - [ 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 + 47.7 46.4 45.5 44,8 44.3 43.8 43.4 43.0 42.7 35 - 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 40 53.2 51.9 51.0 50.3 49.7 49.2 48.8 48.4 48.1 50.5 49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 - 54.8 53.4 52.5 51.8 51.2 50.6 50.2 49.8 49.5 + 514 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 50 - 55.8 54.4 53.5 52.7 52.1 51.6 51.2 50.8 50.4 55 + 52.8 515 50.5 49.7 49.1 48.5 48.1 47.7 47.3 - 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 Zone 5 Pressures (PSF) Roof : 25 + 44.8 43.6 42.842.2416 4120 40.8 •40.4 40.. • - 60.0 57.7 56.0 .7 •5316 52.7 51.9 51.3 50.6 28 + 45.8 44.6 43.7 437'o' 42.5 42.07-74116 -041.3 41.0 - 61.3 58.9 57.2 g%.88 :54x7 53.8 43.0 52.3 51.7 + 46.2 45.0 44.2 Z375. b4 9 42.5 421 41.7 - 61.9 59.5 57.7 56'4' •Ad 544:.41.6 .62.9 5"2.2 + 47.7 46.4 45.5 44Y •44.3 43.8 43.4• 43.0 42.71 35 63.8 61.3 59.5 5$45:'5'7) 56.1 "55.2 164.5 51T8' 40 + 49.1 47.8 46.9 AN. •4.6 45.1 44.7• •44.3 AV - 65.7 63.1 51.3 411,1° N!1 57.7 5613 56.1 55.4 + 505 49.2 48.2 4h.5 46.9 46.4069: (45.5 41/4 - 67.6 64.9: 63.0 Q.6 •6%1 59.4' 58.5 57.7 4.041 + 51.4 50.1 49.1 48.. ' 471 47.2'194. '16.4 4.0 so - 68.9 66.2 64.2 62.7 61.5 60.5 59.6' t8.8 58.1 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 - 70.8 68.0 66.0 64.5 63.2 62.2 51.2 60.4 59.7 444. + 53.8 52.4 51.4 50.6 49.9 49.4 48.9 48,5 48.2 + 53.8 52.4 51.4 50.6 49.9 49.4 48.9 48.5 48.2 60 58.3 56.9 55.9 55.1 54.5 540 53.5 53.1 52.7 - 72.0 69.2 67.2 65.6 64.3 63.3 62.3 61.5 60.8 GENERAL NOTES TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. • ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. . IDENTIFY ZONE OF COMPONENT PER FIGURE 1. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF' HEIGHT. u D ZONE 40 ZONE 5 O THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS date 10-02-13 drawn by: M.F. REVISIONS: no. date by description chocked by: H.M. DWG NO. 1 SHEET 1 OF 1 V''''''''....' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT U 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 Miami, FL 33173 FAX. (305) 262-6978 SEAL ••• • •. ••• • ••• • •• • •• ••• •• • ••• • ••• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ANCE (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 Courrty)reserve the right to have this product or material tested for quality assurance purposes. t tl s product t t material fails to perform in the accepted manner, the manufacturer will incur the expense of SQch testing hfid tete AHJ may immediately revoke, modify, or suspend the use of such product or material wether their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Davie county Pr4duc•Controj Section that this product or material fails to meet the requirements of the applicableppilgltng code' ., • This product is approved as described herein, and has been designed to comply.witb.he Florida Building.:..' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.¢ov/economy • .• . • Code, including the High Velocity Hurricane Zone.- ..' •.' • • DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.M_t, : • APPROVAL DOCUMENT: Drawing No. W0-81, titled "Series 805 Alum. Horizontaj Rollingwdig. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, piopared 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 I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 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 A . roval Date: Au ' ust 13 2015 Page 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 2p3-94 •.... • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS:202-94. • along with marked -up drawings and installation diagram of art itttjtt1Snum horizontal rolling window, prepared by Fenestration Testing Laboratory; Pric.,' Test Repdrt No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Goir4glygP.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, Loading3•e122C TAS 202-94 •. 3) Water Resistance Test, per FBC, TAS 202-.94 • . • 4) Large Missile Impact Test per FBC, TAS 21194 • • • . • . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) E-1 Manuel ' r, P.E. Product Contro miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 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, TA§•?�02-94 3) Water Resistance Test, per FBC, TAS 202-24 . •• 4) Large Missile Impact Test per FBC, TAS 204.94: • • • . ; • ; 5) Cyclic Wind Pressure Loading per FBC, TAS•203-94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1 and 7AS'202-94 ' along with marked—up drawings and installation diagram of arral,>.tjitnum tiotnta1• rolling window ()COX), prepared by Fenestration Testing Laboaatoxy, Inc.? Tcs t: ' Report No. FTI? -3946, dated 11/04/03, signed and sealed by Edmando Largaespada, P.E.••• • (Submitted under NOA No. 04-0120.01) • • • . •. . • • ... • •. C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and of no financial interest dated 03/16/15 and revised on 08/07/15, 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGIas® (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 "Satlex 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 Manuel P= ., P.E. ProductContr' 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 Repoit No. FTL-5459, i§sued by FerigsEr4tion Testing Laboratory, Inc., dated 02/21/08, signed and sealed byMithael R..' enael•, •• P.E. • •• (Submitted under NOA No. 09-0105.02) • 5. Laboratory compliance letter for Test Reports No. FTL-3946 arMTL-39A issued ' • by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 1u13tQ3 respmtivgly, • • 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'S&ries "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. E-3 Manuel P P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 3/16" ANN. GLASS 090" Interlayer SofIox Gear Md Color Gloss 8y 'Eastman Chemical Co: 3/16' ANN. CLASS SILICONE GE RG57700 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY TYPE 'A' /_t6l.OVERALL—GLA55 3/16' HEAT STREN'D GLASS .120" Interlayer Uvekol S By 'Allnex USA, Inc.' 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D CLASS .090' Interloyer Kuroroy SentryGlos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILKXINE GE RGS7700 DOW CORNING 995 SIUCONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY TYPE 'C' 1/2" OVERALL GLASS AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY TYPE 'B' 7/16' OVERALL GLASS 3/16' ANN. GLASS .120' Interlayer Uvekol 5 By 'Annex USA, Inc.' 3/16" ANN. CLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY TYPE 'D' 1/2' OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 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. CUSS 1/4" AIR SPACE 1/8' ANN. GLASS .090" Interlayer Soflex Clear Md Color Class By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16' OVERALL INSUL. GLASS AODL ANCHOR READ. FOR INSTALLATIONS INTO W000 STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPUED) MAY BE USED 0 T x 74" MAX. WINDOW WIDTH 6" 9 3/8" MAX. HEAD 3" SILL 1 HEAD/SILL CORNERS 1 1 1 1111 1 1 I 32 7/8' 33 1/2' D.L OPG. 37 1/2" VENT WIDTH D.L. OPG. TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES X0 OK OX SIZES LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.(+) INT.(—). EXT.(+) INT.(—) EXT.(+) INT.(—) EXT.(+) INT.(—) EXT.(+) 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES OMIT MAX. LOADS TO 380.0 PSF. • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TILE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDINGHIGH ELACITY HURRICANE ZONE (HVH2). •• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLYQO TlIft0' R • • LOADS TO THE STRUCTURE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • BA ED ON ASTM E1300-09 (3 SEC. GUSTS) FLORIDA BUILDING COMMISSION • •DECLARATORY STATEMENT DCA05-DEC-219 • • • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN 16E • DUALS ARE • • • 5 • NOT PART OF THIS APPROVAL. • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ICHORS f 1g0 1/004 ENLY.: • ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND COM1•RESSIBLEf • • • 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. ?HESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • ••• • Dor WAD MUM CML FLA PE 1 70592 CAN. 3538 APR 79"12015 PRODUCT REVISED as complying wilt the Flodde Building Code Q Acceptance No 15-0 En • Million Date -- 67 11/ Miem "" 0. °a e i.0 6. OG 0 .1 a1.18 8 0 fez 9 4 612 .4 U • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 S S 8 s i S drowing no. W08-81 (sheet 1 of 7 ) L 10 Z wt.'s) L8 -20M •ou 6u18oip ..�;. 111190.1. >D bl a -ILA L w■n uqW. x16 LV OS' - l "N awotdaNy apo, 9mplm0 UW013 011tt %pp%9UI.1Idums AI 0331A33 ,J11008d S83N803 1115/OV3H GIOZ L O I dV 800 NY3 L6001 13d Yl! 1VJ0 MON aww • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • r• 6l Z-030-SOV00 IN3I131VIS ) OIVNV1330 NOISSIWW00 ONIOlIfB V018013 (INV • (slinqi.03s £ QO 60- L3 YLLS NO•Q VB • • 13 SIF�1 O S31YdV3 SSif11 • • • • • • • • 0310N • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••0 •• '3Sd 0'093 01 SWOT 'XVII UYIf S3H31V1 d33MS 3tTW13II 1603 '53H31Y1 IIn1V . 030901 ONIBdS HUM S1N3A MOONIM 803 3116 3A09V NMOHS 50601 0'001 0'06 0'06 0'09 (-)'1N 1 (+)'1X3 (-)'1N l (+)'1X3 ,6, adAL ss'rO f MAL SSYf0 8311VMS 160 3x086 NMOHS S3ZIS 803 3Sd -ONIZ-QVvzj-aroz-NSlsat WIIWIXYF1i S3ZIS XOX 111013 1N3A .4/1. 62 'Od0 'l'0 'OdO 'T0 H101M 1N3A .9/0 4Z 'X611 .00 .6/1 6Z '0401"0 49/0 60 SNOI1VA313 1V3IdAl. II II 11 fir= II I I -1r- 0 2 N0 W F + m .0 I; 1; .111rus W314 •�,tY Y .9/1 4t H101M 800913 'XVII ,111 O3Sn 39 0961 (03nddY 3364805) SNIINnII 35164 18805911 0191 S43n0 0008 new 80 S38013n111S 0008 0191 sNOLL1TViSNI 804 0038 80143118 '100V n O, i A m '35d 0099 01 50601 'XVII UIIII 5313161 d33MS 31116/311 803 0393161 win 030601 ONIBdS HUM SIN3A M00NIM 804 386 3A088 NMOHS 50601 00L 0'61 0'06 0'06 0'001 006 006 009 (-)'1N1 (+)'1X3 (-)'1N1 (+)'1X3 (-)'181 (6)'153 (-)1N1 (+)'1X3 ,a, adAL SSVIO ,3, adA1 SSY10 .9, SIAL S9Y10 Y. 9.63.1 SSV10 8311VYIS 80 3A096 NMOHS S3ZIS 804 3Sd - ONLLVU QVO'I NOIS$U AUI wa% 00712 YeIY H101M 1938 .9/5 L0 'Od0 'T0 'OdO '1'0 4 14101M 1143A ,9/5 L0 'Od0 '1'0 .8/1 20 Sa38803 1113/0639 . .9 ( .0/1 00 II .9/1 20 X664 ,111 3Sn 39 AWL 03nddV 30Y3805) SNIINfII 35161 18NOSVN 0191 593419 0008 08H1 160 S3anL3nals 0008 0191 SNOLLYrn15Nl 1603 '0038 8093118 '1006 =_yL=__1__ - ===7t====—== 1 I4 II I II r --1r-- 11 `V II II // 11 O.L. OPG. I'. it 11 1 II II _LL____I -i----1 W W w -_.„1__== // =_ t I 1 e 11 11 i __JL___Jt_= --,r---i1 - I 1 ' 0=1 11 1 11 1 ====t===;i =__ II —=4.--.11,==— /� 11 •/ it // 1j / _11____ � i _ (;): /� 11 4 1L_/_11 —__ I H 1 H 1 1, ri 1j It tl 'I ry 11 11 11 y I I” t I I 1 ; 1 MIA 1V TISW H 3111 'XI3 lY 6 11IS\063H I. Of .0 Y ,9/0 'X669 ,4/t 01 H1OIM MOONIM X664 ,111 3Sn 39 AWL 03nddV 30Y3805) SNIINfII 35161 18NOSVN 0191 593419 0008 08H1 160 S3anL3nals 0008 0191 SNOLLYrn15Nl 1603 '0038 8093118 '1006 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 !�L 0 0 t1 ti !I II I 11 it 0 X 110 X 3/8" PH SMS 2 PER CLIP 4" LONG WIND LOAD CLP SEALANTS: E DIST. iTYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IIMIAMI—DARE COUNTY APPROVED )I I MULLION & MULLION ANCHORS I j Ili SEE SEPARATE NOA I I EDGE DIST. II II ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 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 END W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CUP ADAPTER N • • • • • • • • 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.STRUCTURF , TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY "ELCO' (Fu=177 KSI, Fy.155 KSI) 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) ...1-1/4.7—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) .014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B") (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. • •k • • ••� • • • • • • • •• •• • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. • ••• • • • • • • • • �.j a • • • • • • • • • •1PICAL ANCHORS • • • •• • • • •3 PER Cleo• • • • •• • EDGE DIST. • ••-11-1,• • • . • • is • ••• • • • • • • • •• •• • • ••• • • • WOOD AT HEAD, SILL 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 PSI MIN. Engr: JAVAD AHMAD CML 470592 R 07 201: PRODUCT REVISED as complying with Dlo Florida Building Code it �0� AcccpMnce No Ex'ration Date :8e c(S loop u o S S 0 i • • • • • • • • • • • • •• •• drawing no. W08-81 sheet 3 of 7 1/4' SHIM MAx METAL STRUCTURE VENT WIDTH 1/4' MAX. SHIMS -SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING v,. 1111 1 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE tur 'two BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT MIAMI-DADE COUNTY • • LIMA MILLION • SEE SEPIiATO N00 • • •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH ••• • ♦ ♦ • R• • • • • • • • • • • VENTS WITH SPRING LOADED LATCHES Eng JAVAD AHMAD CML FLA. PE f 70592 c 3538 R 07 2015 PRODUCT REVISED as complying with the Florida Building colo I3-0905.29 ration Acceptance No Ex, ,alio Ore SCK ?AI i/ /. ' M . s . • Productcoated, drawing no. W08-81 (sheet 4 of 7 • • • • • ••• • • • • • • • • • • • • •• •• • • • ••• • •• •• • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING irBUCKS 0 )CO LAYOUT OX OPPOSITE g TYPICAL ANCHORS a SEE ELEV. FOR SPACING 52 TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT HIAMI—DADS COUNTY • • A1914LIP MILLION • • SEE SEPARATS NO1 • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • • • VENTS WITH SWEEP LATCHES Engr: JAVAD AIWAD FIA. P j 70592 CA 3535 EXTERIOR WINDOW WIDTH WINDOW WIDTH ••• • • APR 206 PRODUCT REVISED as mmplying with the Florida Building Code Acceptance No _ 0505.2`1 Ostia' Date to P. .t - n m CD F 0 M K Jw4 J Z Tn it = o U Za 0 Za 0 i 0 drowing no. W08-81 sheet 5 of 7 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ...• • • . . .. .. .. •. • •• . •. . • • . •. •• •. . . • •• • • • ••• • . •. • . •• • . •• •. • • L 10 9 100'1) et eped 1 m1W c10r L' ." - - -- • - - • 83SI8 11IS LL 03X13 - 0110/1" SL9' 31"16a3 Os 1N3A - 8Yivr 3/I983 O SLB' r 35613 ills 3149233 O L8-808 'OU BUIMDJp 690'2 , ,ld �/ /fA9 , (• �� ,8143•011111! X3 ,,�� '� • • • .• •: •• • • • • • • • • 1 • • • .• • • • • •. ••: 2111. • • 8038511 031 1138 00S' �� (� - ft 6 .'. 1 �_...... •" 13697 . Z90' 660' 959'1 o9 a�wld»�6 O O -9I , Salppng 111+8.1 all W!A1801AIdWOl n O8SIA9N 1Dllt]OlIJ BL [ 'NYD L6SOL 1 3d '9U• 1110 091199 011692 1.693 . • • 411444, • 1 690'2 __ 991.2 cart Z►OY 1 • • • • • • • • • 6641 • • 618'1 9. •• dLL Z90' •1161 690' o n m s p • • . a'adO1 wi.m'm =& N Sag S`w • • • •- ••• • • • • • •• • • •• •• •• •• • • ••• ••• 446' 496.1 I 890'2 IIIS 311983 649'1 Of Z. (55610 '11111 '10 681) 0938 ONIZV19 dcl (570 1'813 511 0V38 ONIZV10 Cl (9 01111 d33MS) 31116 03X1! v6 0541--1 I�( (90191 0819.15) 31115 OSL'1 03X13 O 1 g oo a € l i 46 GENERAL REVISION NO CHANCE THIS SHEET N B 04629846 Z90' 6111 1+266' 268' f OOT 040' 6;5 048' 426'10001 T SL21 LCZ•10001 L- 624'1 291• Sf►• SSC' 612'6 SSO' 6126 SERIES 805 ALUM HORIZONTAL ROLLING WOW. (LW.) T.M. WINDOWS LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-44330 FAX. (954) 781-5078 li HJlvl 1N3A 61 31115 0N113311 O 9O►' 1. --I V 380HS 5909 8313Noa60 910113 SH3018 ONI1I3S 11039 Sr - 96 Z90' --056'1 831.1906 -,..1 BZB" dno ills u -91-2909 83518 1115 1 LS1-111 L6 } - 1008 (11019 .641' X .6911 ONIdd181QM 1935 NU '0038 5a SLUM 9Z 62Z•L - 1331S •1S 0111811S H3191 1836 H0161 /1 - SZ 849' 995'1 000'1 I 622'6 SNS Sd11'IIHd '14'11 - SM38OS 11863556 MIA 838803 /6 X 011 16 1 1141 SSZ"1 Z90' 0915 Shclllld 114'11 - 583805 A1063SSV 381183 83N803 /6 .1 X 611 CZ 966'1 2L2'Z + - 55989 13396/83110611430 - .1 - 66 SSO•i 083 14063 19 01109111 30169 11 ONISOOH 831108 11436 1836 /6 - 16 '3141321 SILLS 'Ai 0 9/401 .91/1-1 X .6/1 X .9/4 - 8903 1130 036010 11.099 311031409 - 21066 06 ,, —612'6-- -ILO l - 1008 (90111 .00Z' X .191') 0MddI9IS,M 1635 N13 '0038 S6 106248 61 - 1008 (IMJIH .066' X .461') ONIdd1815,M 11135 NH '0038 S6 162418 91 3111$ 91190 L -_I 801181111S I-- Mt' 1-y I_i 01 - 1008 (H014.066' 0 .0161) 0141d11181S,16 1635 NU 0038 56 566166 11 000I'1 SZI' COL • O - 91-2909 014138038138 31110 03113 3106 /6 - 91 1 _u - 91-2909 08108039138 31115 08113311 SILLS /1 - 61 6 I - 91-2909 'd1100901 0818 9801 110 '0038 59 461-91 61 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (905) 2648100 FAX (905) 2624978 - 91-2909 .1 (S591O '9191 '11561) 0939 995613 '0638 011 191-61 1121 00r 000.1 2115' ^SWS - 91-2909 (55613 03199610/1)09'38 ONIZV1O '0038 56 6131-111 Cl 38238 3141$ "0111 SI �' SLC'l ' LLO• --094'l� Hi - S/43830 SNUNO11 9 031111 d33MS 90191/6 .1/2 6 91 961 106.6 —�~ NadS 001 19 - 90191 d3361S 0111111311 1836 /1 - 961 J l' 69115 0111 19 91-2909 01101 .9/1-6 110191 1836 0301101 ONMdS 1836 /1 911-11'41 61 I-42 I r 11009301 31410 '0111 16 91-2909 0801 .61 '83111906 dll0 11s 1 661-61 11 450 09313 3116213 020'1 j-• 0 - 91-2909 1830141 )1398.1. 116 1 961-1111 01 000'1 061.1 - 91-0909 (HO1V1 d33MS) 3106 03X13 1636 /I 9121-111 96 - 91-2909 (HOW 030901 ONI8dS) 3115 03X11 1636 /1 461-111 6 1P - 91-2909 3115 011113311 1936 /1 091-61 9 000'1 1831 1101108 1101 O - 91-2909 31115 BM 1836 /1 621-N1 Lr_..., - 91-6909 1M! No1109 ON9 1101 1936 /6 621-911 g .1110 0901 ON ►1 SZY'1 SL9'l 124'6 - 91-2909 03013 - 1111.192 311983 '0038 56 6121-111 S �I - 91-2909 11139 - 6692 38983 0038 59 621-111 6 --1 II I'SLt OSZ 1 - 91-2909 1101 1115 36611' 1 *21-111_ 1 2• 690' - 91-2909 3598 1115 31199! t 9221-141 6 OSL 1-1�� - 91-2909�� 0931436683 l Otl-141 l I 690' 68811188/a89IddOS/'dNY6 79188166 N0IJ..1OIOS80 62158968 11avd 11811 ....I 000.1 6221 690'4 ( L Jo L hays) 18-80M •ou 6uIMOLp R i o • s p E p o0 0 N a 9 2 u n 0 z 0 tiqt off) At4? 0 0oA PO O o 13.70,d apu . . or b7 vo50•S1 op aau¢IdaaoV apoJ 8°Jppng .ppoJ i oft W!^s Sup(idmoa sn 03S1A3211Dn00ad UM 1.1 LH 10Z G O N 9E1 'NY3 Z6OL 3d vm 1013 OVT1HV OVAVr .1015 • •... . • • ... .. .. . • .• . .. .. . •• . • . • • • . . • . •. •.. •. • • • • • •• • •• •• . • • . •-- - - • • ••• • • • • • • • • • • • • • • • • ••• • • • S� • • • • • • • SNOWS Al803SSV • OrSiFd•1 x 011 (Z), • (1i> 7N3n • • •\ it • ••• • • '•• •• •• • • • • • • SM3213S AlO0l3SSV 'SWS "Hd ,1 x 01/ (Z) 213N2100 d0l IIVN 'O111 03XId b3N2103 d0l 1N3A SM3110S Al1.13SSV "SWS lid .1 x 01/ (Z) 83N2100 W01106 3WV21d SM31IOS Al0113SSV "SWS 'Hd .1/1 1 x Z11 (4) b3N1JO3 d0l 311V21d SM31DS AlO113SSV "SWS "Hd .1/1 1 x Z1/ (Z) WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT:Pt4Q1C1#t 31CQ'1 •PQ(5T 0 DDRESS• MIK 14K). (In 5TQ££T PROJECT: CaUS-CAVO Alt-ClA monk S-ipaS, f L 33150 City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 100 ne 4 Pressures (PSF) Roof Slope > 10 Roof Ele (ft) 15 v. 10 40.1 15 20 Tributary 25 17 20 + 43.5 41.0 44.5 425 22 + 25 + 28 + 30 35 40 + 45 50 55 + 60 46.1 43.4 47.1 44.8 48.6 45.8 49.6 46.2 50.2 47.7 51.7 49.1 53.2 50.5 54.8 51.4 55.8 52.8 57.3 53.8 39 38.3 42.4 41.7 40.0 39.2 43.4 42.7 41.3 40.6 44.9 44.2 42.3 41.5 45.9 45.1 43.6 42.8 47.4 46.6 44.6 43.7 48.4 47.6 45.0 44.2 48.9 48.1 46.4 45.5 50.4 49.5 47.8 46.9 51.9 51.0 49.2 48.2 53.4 52.5 50.1 49.1 54.4 53.5 51.5 50.5 37.7 41.1 38.6 42.1 39.9 43.5 40.8 44.5 42.2 Area 30 37.2 40.6 38.1 41.6 39.4 43.0 40.3 44.0 41.6 46.0 45.4 43.0 42.5 46.9 46.4 43.5 42.9 47.4 46.9 44.8 44.3 48.9 48.3 46.1 45.6 50.3 47.5 51.8 48.4 52.7 49.7 49.7 46.9 51.2 47.8 52.1 49.1 58.3 55.9 54.9 52.4 51.4 56.9 55.9 54.2 50.6 55.1 53.6 49.9 54.5 (Sq. Ft) 35 40 36.8 40.2 37.7 41.2 39.0 42.6 39.9 43.6 41.2 45.0 42.0 45.9 42.5 46.4 43.8 47.8 45.1 49.2 46.4 50.6 47.2 51.6 48.5 53.0 49.4 54.0 36.5 39.9 37.4 40.8 38.6 42.2 39.5 43.2 40.8 44.6 41.6 45.5 42.1 46.0 43.4 47.4 44.7 48.8 45.9 50.2 46.8 51I 48.1 52.6 48.9 53.5 45 36.2 39.6 37.0 40.5 38.3 41.9 39.2 42.8 40.4 44.2 41.3 45.2 41.7 45.6 43.0 47.0 44.3 48.4 45.5. 49.8 46.4 50.8 47.7 52.2 48.5 53.1 50 35.9 39.3 36.8 40.2 38.0 41.6 38.9 42.5 40.1 43.9 41.0 44.9 41.4 45.3 42.7 46.7 43.9 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 Zone 5 Pressures (PSF) Roof Slope > 10 Roof Elev. (ft) 1S TributaryArea (Sq. Ft) 10 15 20 Z5 30 35 40 45 50 40.1y 53.7 39 51.6 38.3 50.1 37.7 48.9 37.2 36.8 48.0 47.2 36.5 36.2 465 45.9 35.9 45.3 17 41.0 40.0 39.2 55.0 52.8 51.3 38.6 50.1 38.1 37.7 37.4 37.0 49.1 48.3 47.6 46.9 36.8 46.4 20 42.5 41.3 40.6 56.9 54.6 53.0 39.9 51.8 39.4 39.0 50.8 49.9 38.6 38.3 38.0 49.2 48.6 48.0 22 + 43.4 42.3 41.5 40.8 40.3 39.9 58.1 55.8 54.2 53.0 51.9 51.1 39.5 39.2 38.9 50.3 49.6 49.0 25 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 28 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 61.3 58.9 57.2 55.8 54.7 53.8 43.0 52.3 51.7 30 46.2 45.0 44.2 43.5 61.9 59.5 57.7 35 47.7 46.4 45.5 56.4 44.8 42.9 42.5 42.2'M.Z 41.4 5540' 054.4 43.6' 52.9 52.2 • '4.3 '43.8 63.8 61.3 59.5 •S'4' •56.1 43.0.' 1434 55.2 54.13 42.7 53.84 40 49.1 47.8 46.9 46.1 •4'f• '45.1 44.7 '44.3 65.7 63.1 51.3 45 + 50.5 67.6 49.2 64.9 48.2 63.0 50 51.4 50.1 49.1 68.9 66.2 64.2 55 52.8 51.5 50.5 59.% 416'.57.7 47.5 '&P 46.4 45.9 '105.5 6L6•'tire :59.4 98!5' 579 48,'47'.13' 47.2 46.8 46f4 62. f 6 6C'3' :60 5 59.6 •58.8 70.8 68.0 66.0 60 53.8 72.0 69.2 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALJD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 51.4 67.2 Vg..1 43.91 55.4' 45.2' 47.0• 46.0• 58.1 49.7 49.1 '48.5 _.4V4_1.../R.7 47.3• 641 612.62.2 91.2 60.4 59.7. 50.6 119.9 • 49.4 Mt9 48►5 48.1 65.6 64.3 63.3 62.3 8115 60.8 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. r H 1 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 6. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS dab= 10-02-13 drawn by. M.F. REVISIONS: no date by description checked by. H.N. DWG NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 Miami, FL 33173 FAX. (305) 262-6978 ZONE 4=1 ZONE 5 WO JAVA'S MAD FIA P.E f 70592. EB CAN. 3338 • • • • • •••• • • •••• • • • • • •••• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) fl? P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 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: eries "CondoorImpact" 8'-0" Outswing Glazed Wood French Doorw/wo Sidelites. .I�1V'I.I. APPROVAL DOCUMENT: Drawing No. W09-29, titled "Out -Swing Wood Patio Door (L.M T.�", sheets' 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared bx Al Frooq •arporation4 • • signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product.typgtrol Revisjpn stamp, with the Notice of Acceptance number and expiration date by the Miami -Dade. C.aunty Product.Control . . . Section. • • • • •• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • LABELING: Each unit shall bear a permanent label with the manufacturer's Dame. or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approves", unless otherwise noted herein. • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy • .• • RENEWAL of this NOA shall be considered after a renewal application has been tiled and tterahIs been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 12-0514.21 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. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0503.02) 2. Drawing No. W09-29, titled "Out -Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, 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 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI.09.2501, HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font;EE (Submitted under NOA No. 10.0503.02) ' • • • • • .• • ••• • •• C. CALCULATIONS . . 1. Anchor verification calculations and structural analysis, complying with RBC 5M Edition (2014), dated 06/03/15, prepared by Al-Farooq Corporftt3i , signet Mel sealed•;•• by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 . . ..•. • . • • .•. . •. • . D. QUALITY ASSURANCE• • • . • 1. Miami -Dade Department of Regulatory and Economic Resource's (ItER). • • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus II Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/ specification sheet of National Casing WUP 4379 Adhesive. 3. National Casein data-/ specification sheet of National Casein 5881 Adhesive. E-1 fa/ttif Manue z, P.E. Product Cont . aminer NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 05/26/15, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2501, HETI.08.2119A, HETI-08-2119B and HETI.08.2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 12-0514.21, issued to F.P.G. Wholesale, Inc. for their Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. ... . . • • •••. • . . •• . ... . .. • • •••. •• • • .. • ••.•• . .• • . ..• •. • . • • • • . . •. • ... • •. •. • • • • • '. . • ... • . Manuel Pere Product Control Ex "'Wer NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 E-2 6' MAX. HEAD/SILL FALSE LIUNHNS MAY 8E USED BOLT LENGTHS 96" LEAF HT. a 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT.: 26" LONG CONCEALED FLUSH BOLTS 1 1 1 1 5" MAX. 5 \ II 5 ACTIVE 36" MAX. NACTNE 1111 CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH 74 1/2" MAX LEAF WIDTH FRAME WIDTH OUT—SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITE5 CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. HEAD/SILL CORNERS THIS PRODUCT HAS 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 AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO W001) 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. 6' MAX. HEAD/SILL 24" MAX. • O.L.O. 22 1/8" D.L. OPG. 1 1 1 1 1 1 1 1 1 FRAME HEIGHT 96" MAX. / / / / / \ \ \ \ / / / / / / /\ / / / D.L OPG. \ / \ \ \ \ \ \ 0 ® \ i ACTIVE ' INACTIVE 5" MAX. HEAD/SILL CORNERS LEAF WIDTH LEAF WIDTH 150 1/2' MAX. 37 3/4' MAX. SIDELITE WIDTH FRAME WIDTH TYPICAL ELEVATION •• ••• • • • • • • • • •• ••• PRODUCT REVISED in complying wllll the Florida • • *uildinp1 do ' I Ion ccDN. � 'O,3 Ion One i Air!.% SINGLE LEAF (X) OR DOUBLE LEAF (X() DOORS DESIGN LOAD CAPACITY - PSF GI(AZINC TYPES LEAF MOTH LEAF HEIGHT . A', i8', 'C OR '0' FT./1N. _ FT./IN. EXT. (+) INT. (-) 2/0 \ I 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 SILICONE BEAD DOW CORNING 995 3/16" TEMP. GLASS 0.10" Interloyer Glosslom Safety -Plus II By 'Polymer Extrusion Technology, Inc.' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS 60 X 1-3/4" 10NG BRAD NAILS 4llIJI1 1'FROM ENDS & 3AX' O.C. M. I I SUPER SPACER PREMIUM (FLEXIBLE SILICONE) ,BY 'WAND(' PLOYSEAM ACRYUC SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" Interlayer Glosslom Solely -Plus II By 'Polymer Extrusion Technology, Inc.' 3/16" TEMP. GLASS 3/8" NR SPACE 1/8" TEMP. GLASS STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSP GLAZING TYPES WIDTH (W) LEAF HEIGHT '0', '8', 'C OR '0' FT./IN. FT./IN. EXT. (+) INT. (-) 2/0 \ I 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC-219 QTAZING TYPE 'Jj ',.-OVERALL.THIGKNESS SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" Interlayer Glosslom Safely -Plus II By 'Polymer Extrusion Technology, Inc.' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS 60 X 1-3/4" LONG F' t 6D X 1-3/4" LONG BRAG NAILS i m BRAD NAILS II IFROM ENDS a ill 1" FROM ENDS &3" O.C. MAX. & 3" O.C. MAX. pop SUPER SPACERS SUPER SPACER 0 PREMIUMPREMIUM cc w(FLEXIBLE SILICONE) W(FLEXIBLE SILICONE) BY 'QVANEXBY 'OUANIXWPLOYSEAM A�2YLIC • • • • �� • PI4'%tAM ACRYLIC • • • • • • • • • . Gi•AZYdC: TIPt •`• • • • • • •. 1""RALLtHK3ASSt,RODeCf REVISED w complying web the Florida Building Code Acceptenco No ", - _ • • • • • • • • eq, on "SIC �),/I'%‘^-y • • GI.A.ZING O T10is15 •• • °y •V .8 �� • • r�i a .. ' coni. • •• • • • • MAX. AREA G1 MASS TYPES./. OR •B' 19...43.. IIT. MAX. AREA OF GLASS TYPE 'C' 10.4 SQ. FT. MAX. AREA OF WOOD INSET 13.0 SQ. FT. DECORATIVE MOLDING OPTIONAL `WIDTH 12 w W1_ W2 W1 W2 _r W11 W1 W2 w1 le 1-11/16" THK. INSERT SOLID WOOD OR LAMINATED WOOD W1 i W2 WIDTH (W) = W1 + W2 (FOR 000RS WITH SIDELITES) 2 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3' 0.C. MAX. GLAZING TYPE 'B' 1' OVERALL THICKNESS BRAD NAILS TO COMPLY WITH ASTM F 1667-13 GLAZING TYPE 'D' WOOD INSET OPTION .03 NE CORNING 995 GLAZING TYPES A', 'B' OR '0' 60 X 1-3/4" LONG BRAD NAILS 1' FROM ENOS & 3" 0.C. MAX. GLASS WITHIN WOOD INSET OPTION Engr: JAVA() AHMAD CML FLA. PE 1 70592 C.A.H. 3538 32015 U COMP -ANL\W09-29FPG) 0 0 0 O o_ If OUT -SWING WOOD a • a 5 S 0 • d owing no. W09-29 sheet 2 of 8) ▪ • IFS• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /�\ / \ I ( I 1 ! \ I / \ / r WIDTH (W) = W1 + W2 (FOR 000RS WITH SIDELITES) 2 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3' 0.C. MAX. GLAZING TYPE 'B' 1' OVERALL THICKNESS BRAD NAILS TO COMPLY WITH ASTM F 1667-13 GLAZING TYPE 'D' WOOD INSET OPTION .03 NE CORNING 995 GLAZING TYPES A', 'B' OR '0' 60 X 1-3/4" LONG BRAD NAILS 1' FROM ENOS & 3" 0.C. MAX. GLASS WITHIN WOOD INSET OPTION Engr: JAVA() AHMAD CML FLA. PE 1 70592 C.A.H. 3538 32015 U COMP -ANL\W09-29FPG) 0 0 0 O o_ If OUT -SWING WOOD a • a 5 S 0 • d owing no. W09-29 sheet 2 of 8) ▪ • IFS• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LEAF WIDTH '/ LEAF WIDTH IL S LEAF WIDTH I I ./ i LEAF WIDTH 110 .rte. LEAF WIDTH rTh LEAF WIDTH 1f LEAF WIDTH I] / LEAF PATTERNS AS SHOWN ABOVE in slaw 1 VARIOUS FINISHES AND DECORATIVE MOULDINGS CLAIMWITH-r•LA S gRipeio rfOQD TAINTS ARE ALSO ALLOWED. • • • • . MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5 1 %22 " LOCK AND HINGE STILES 5-1/2" INTERMEDIATE STILES 5-1/2" . • •.• • •• SEE SHEET 2 FOR MAX. AREA 0� GLASS, WOOD IkSERTS.AND DESI:N j.agp CAPACITY. •• • • PIIODIKT I WVISH) • • . •• • • • •• LEAF WIDTH ITIT LEAF WIDTH / • • • • •com in�vilh the Honda - - .. •. . . • UniIdIM -0619.03 • waepurn No Eo heli • • • • • • • • • • . • • • ••• • • • • •• • •• • •• •• •• • • • • • • • • • • • ••• • ••• • • • ••• • • 1 • • 000 • Lay Mi LEAF WIDTH / Engel JAVAD NIMAD CML FIA. PE 70592 CAN. 3538 4.9 .1! 03z 2J o- e� ego 06 n OR p .f OC�3�n Qb2 L 0 DOOR (L.M.I. a OUT -SWING WO sns IA t r4 :Pa IAA 4 999 0 drawing no. W09-29 (sheet 3 of 8 BOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) /$ X 1-1/4" SMS ALUM STRIKE PLATE EMBEDED IN WOOD EOGE DIST. EXTERIOR J 5 POLYURETHANE GLUE TYPICAI. ANCHORS SEE ELEV. FOR SPACING SURFACE BOLTS SEE SHEET 1 /I t\ t !CAL- ANCHORSO • Vl SEE ELEV. FOR SPACING EDGE DIST. DOOR UNITS l0 9 POLYURETHANE GLUE O J 0 Ew K z 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4' • Itil TYPICAL ANCHOR SEE ELEV. FOR SPACING 20Y W000 BUCK '1 OR 11 WOOD••Rt CTUREMilan /8 X 2" FH SMS '-AT 3-1/2" FROM ENDS •• •y4 • • • • • • 1 • • • ••• AND 15" O.C. MAX. J v 2 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MIAMI-DADE COUNTY APPROVED MULUON dt MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TEM' TO- THE"BUILDING=STRUCTURE— #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" 0.C. MAX. •••AV TYPICAL ANCHORS:SEE' ELL -1/ t FOR` SPACING 11/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1. 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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1".1/4" MIN,. EMBED, INTO- CONC—OR= MASONRY= (JAMBS) #14 SMS OR SEI F DRIU ING SCREWS.(GRADE.2.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 = 1" MIN. • • INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. 9 • •• ® • • • Iii07174-129W • I EDGE DIST. SIDELITE UNITS • • 1 •i7 • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M • • C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. RODUCF REVISED all complying with the F100dn Enpr: JAVAD AHMAD Building Code - . /)S . o3 • eplence No TV��{, FLA PE 70592 cM- • Datc r "7/=_{ / Q CAN. WOOD AT HEAD OR JAMBS SG = 0.55 MW. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. a Y• ♦YPICAL rR1� !E! ULEV. • FOR SPACING .y .11fr e, rrouct Co Not 03 �V a 6 O ZEOP hgg 0 0 8 a 8' 0 drawing no. W09-29 sheet 4 of 8 TYPICAL ANCHOR SEE ELEV. FOR SPACING 20Y W000 BUCK '1 OR 11 WOOD••Rt CTUREMilan /8 X 2" FH SMS '-AT 3-1/2" FROM ENDS •• •y4 • • • • • • 1 • • • ••• AND 15" O.C. MAX. J v 2 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MIAMI-DADE COUNTY APPROVED MULUON dt MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TEM' TO- THE"BUILDING=STRUCTURE— #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" 0.C. MAX. •••AV TYPICAL ANCHORS:SEE' ELL -1/ t FOR` SPACING 11/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1. 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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1".1/4" MIN,. EMBED, INTO- CONC—OR= MASONRY= (JAMBS) #14 SMS OR SEI F DRIU ING SCREWS.(GRADE.2.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 = 1" MIN. • • INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. 9 • •• ® • • • Iii07174-129W • I EDGE DIST. SIDELITE UNITS • • 1 •i7 • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M • • C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. RODUCF REVISED all complying with the F100dn Enpr: JAVAD AHMAD Building Code - . /)S . o3 • eplence No TV��{, FLA PE 70592 cM- • Datc r "7/=_{ / Q CAN. WOOD AT HEAD OR JAMBS SG = 0.55 MW. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. a Y• ♦YPICAL rR1� !E! ULEV. • FOR SPACING .y .11fr e, rrouct Co Not 03 �V a 6 O ZEOP hgg 0 0 8 a 8' 0 drawing no. W09-29 sheet 4 of 8 /8 X 2' FTI WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8' FROM ENDS AND 2' O.C. MAX. i INACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 I/2' MIN. EXTERIOR INACTIVE LEAF 5 I/2' MN. INSET WIDTH WOOD DOWELS SEE SHEET 8 FOR LOCATION 5 1/2• MIN. INSET WIDTH LEAF WIDTH EXTERIOR PRODUCT REVISED comglyiag with the Florida cc �'C) . • Il Code w � cc 9: No i "l� r • �, do Date .W • ade Product Control. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 23201E drawing no. W09-29 (sheet 5 of 5 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING /8 X 2" FH SMS AT 5-3/4" FROM ENOS AND 14-1/4" O.C. MAX. 1/4" X 2-1/4" RW TAPCONS AT 3" FROM ENDS AND 12" 0.C. MAX. 0 3-1/2" X 1/8" ALUM PLATE (6063—T52) FULL LENGTH 18 X 3/4" FH SMS IN PAIRS AT 1" FROM ENDS & 10-1/2" O.C. 1/4" MAX. SHIM a 8 POLYURETHANE CLUE 5 1/2" MIN. D.L. OPG. LEAF WIDTH 0 5 1/2" MIN. FRAME WIDTH EXTERIOR 5 1/2' MIN. D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM • ••• • ••• • •• •P1ts • TREVISED . • • • • • •cs pl lng, with the Rondo• • • • • • ••Du • • • • • • • AteRca No ••• • ••• • •••Ex. 1 Dole •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• SIUCONE DOW CORNING 795 Dr or.•7Ift,' e Product Control 15.0? 2020 Engr: JAVAD AN4AD CML FLA. PE / 70592 CAN h 538 SEP 2 3 2015 i • w ' ter, • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• 0 DOOR (L.M.I.) OUT -SWING WOOD P 0 c 1 eu, A i n 0 2 S drawing no. W09-29 (sheet 6 of 8 5.250 1.—J.1 w moi 7215° OO FRAME HEAD/JAMB 1 \\\\\ 71.492 1- 5500 i� INTERMEDIATE STILE 5.500 4.713 L-.492 TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDEUTE STILE 1.181 1.693 _1.819 OO GLAZING BEAD 0 5.500 ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE -1"1- 0 ASTRAGAL ITEM PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 2 3/ DOOR AS REQD. FRAME HEAD/JAMB TOP & BOTTOM RAIL/HINGE & LOCK SNLE/SIDELRE STILE WOOD WOOD J AS RE00. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDELRE STILE W000 4 SILL COVER ALUMINUM 5 SILL FRIER w000 6 FRAME SILL WOOD 7 AS REGD. GLAZING BEAD WOOD 6 ASTRAGAL PLYWOOD A8 MARINE GRADE 13 PLY 9 ASTRAGAL INTERIOR COVER 14000 10 ASTRAGAL EXTERIOR COVER W000 12 AS REQD. INTERMEDIATE STILE WOOD 13 544 4/ LEAF HINGE STEEL OR ST/ST DELTANA 14 /10X3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD 15 OE80650 AS REQD. FRAME WEATHERSTRIPPING 0-LON PVC SCHLEGEL 1.309 1.750 1.509 .375 I I� 1.250 O9 ASTRAGAL INT. COVER 276 T --i1. F- 000 8ASTRAGAL EXT. COVER L1.600_1 OSILL FILLER WOOD HINGF .13" THK. STEEL HINGE INSTALLATION SCREWS TO PANEL: (4l `12 4-1/4' FH SMS TO FRAME: 42) 112 X 3Z" 1 SIS • • • RN INNER HOIjS • • • • (21 4/4" 1t -1/:" FR TPPC0114 IN•OUTEP.3 S • : • • • .900 L `M: .681 .295. I • ii J O FRAME SII I WOOD WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) GRADE = 2 MIN. MOISTURE CONTENT = 128 MAX. SEALANT: FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END AND 25-1/2" 0.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET • • we • • • • • • 4100 • • • • • • •• • 0041 •PROMICT REVISED • • • • •es Amp ' with lht florid* MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. • • • • •Iluilhinodt 0 • • • A"1 No F•• • •••' in Date • • • •• By J. 4L edoic Cba •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • 00 00 000 • • • 000 • • 03 01 1 8 r. 0 drawing no. W09-29 sheet 7 of 8 r 5" X 5/8" WOOD DOWEL FRAME TOP CORNER FRAME BOTTOM CORNER • • • ••• INTERMEDIATE CORNER ••• • • • • •• • • • ••• • • ••• • • • • • • • • • •• • ••• • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • I\A • • • • • • • •• ••• • w (7) 1/2" X 4-1/2" WOOD DOWELS AT SOLID/LAMINATED WOOD INSERT ON EACH SIDE AT 9" FROM BOTTOM AND 2" 0.C. 5" X 5/8" WOOD DOWEL PANEL TOP CORNER 5" X 5/8" WOOD DOWEL .03 s PANEL BOTTOM CORNER E,. JAVAD /MAO CML RA. PE 70592 CAW. 38 z P 8 OW 0.1 cc OG08 o 8.4 O • �o (9 J � • W z LL N a▪ b12 COMP-ANL W09-29FPG EL 0 0 0 O 8 rc 8 8 4 0 drawing no. W09-29 sheet 8 of 8 ) • -• • ••1 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 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.I. APPROVAL DOCUMENT: Drawing No. W06-34, titled "Series 605 Aluminum Single ung (L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01/15, pteplire0by AI•Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Count, Prtduct O trv1 Renewal stamp with the Notice of Acceptance number and expiration date by the MiSrhi Bade 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 rfatet8 •dr logd,• City: state, model/series, and following statement: "Miami -Dade County Product Control Ap o fed", unless otYtbrwise • noted herein. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • • • RENEWAL of this NOA shall be considered after a renewal application has beet filed • and tI er'l�1 been no change in the applicable building code negatively affecting the performance of thtsprotluct. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision oP thange 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 renews NOA# 15-0611.06 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 70 toi Icilil NOA No. 17-0608.04 Expiration Date: July 05, 2022 Approval Date: July 06, 2017 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA# 15-0611.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water. Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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 11C TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94... .. . •• • 4) Large Missile Impact Test per FBC, TAS 2a.t'94 • : •.. • • 5) Cyclic Wind Pressure Loading per FBC, TitSV'C?3-94 •••.: • 6) Forced Entry Test, per FBC 2411 3.2.1, TA ;i.0 94 •• along with marked -up drawings and installation diagram of anWutnihum ing% hung •• window, prepared by Fenestration Testing Laboratory, Inc., Tit R. orts Vt:". • • • • . FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FT '45I4, dated.: • 01/25/05, both signed and sealed by Edmundo Largaespada, P.E. • • (Submitted under NOA# 07-0404.04) 3. 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 single hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 07-0404.04) Manuel Pe , ' Product Control r+ . er NOA No. 17-0608.04 Expiration Date: July 05, 2022 Approval Date: July 06, 2017 E-1 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. (Submitted under previous NOA# 15-0611.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. F. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 15-0603.09 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 11/25/15, expiring on 02/08/19. STATEMENTS ... . . ..•• 1. Statement letter of conformance, complying with FBC-5th Editlon•(20147,•and of no financial interest, dated April 29, 2015, issued by Al-Farooq C,;gi3 ration, signed an$ sealed by Javad Ahmad, P.E. (Submitted under previous NOA# 15-0611.06) G. OTHERS 1. Notice of Acceptance No. 15-0611.06, issued to T.M. Windols L14 for tJieir Series "605" Single Hung Aluminum Window (reinforced), approved on Q9/03/1:5' aat1 expiring on 07/05/17. • •• • •••• ••.• . • •.•• •• .• • . • •• . • • .. .• .. E-2 • • • . • • • • • anue P- ez, '.E. Product Control xa finer NOA No. 17-0608.04 Expiration Date: July 05, 2022 Approval Date: July 06, 2017 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 APPUES 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 MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPUED) MAY BE USED 53 1/8- 53 l/8" THIS PRODUCT FAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (-NH2). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH 'PACT, 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. TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) • FALSE MUNTNS (SURFACE MAY USED i3 TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) - WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" • • 060 • • • • • • • • •• • •• • • •• ••• •• • • • •• PRODUCT RENEWED as complying with the Florida Building Cod• NOA-No. 17-0608.04 • • Dab07/05/2022 ra •n • ••• • ••• • • • • • •• • • • • • • • • • BY •L/�t1L. . • • • • • • • MIS - • Produc ili- LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr. JAVAD AHMAO CML{ FU. PE 70592 C.A. 3538 PRODUCT REVISED as cemplyiaa with Iho Fbrida Banding Code 15-O&ICON. Acceptmw Na E.. moon Date /%)L� •A� Dy i1I i. oi�. 0 2 201,T M,� d5 'To1Kt .0 gPOPO idigg I,a 0 v 8 8 0 S 5 c 1 s drawing no. W06-34 sheet 1 of 7 ) 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) DESIGN LOAD CAPACITY - PST (WITH STEEL REINFORCING) V A J 'C' GLASS TYPES` 'D' 9 'E' CLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' WINDOW DNS. GLASS TYPE 'F' Z )1 3 WINDOW DIMS. GLASS TYPE INT,(-) EXT,(+) 1NT.(-) EXT.(#) INT,(-) 601 (4) TNT.(-) DCT,(+) TNT.(-) EXT.(+) 1NI.(-) ® 1 WIDTH HEIGHT EXT.(+) 1Nr.(-) 'I Q ` WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 h.^ 19-1/B" 80.0 115.0 C 1 11 '11111L. j� fY6d 19-1/8' 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 r�� •marls 26-I 2' / 80.0 115.0 , ® o. 0 26-1/2• 70.0 70.0 61.0 61.0 80.0 �---1 26"\ 80.0 115.0 7 ��1 aQ7 37' 26' 70.0 700 81.0 61.0 80.0 80.0 80.0 80.0 8`1.0 80.0 80.0 80.0 80.0 80.0 I f 37" (4) A��1 -„�'l O U (4) 60.0 00.0 80.0 80.0 80.0 80.0 00.0 60.0 60.0 80.0 53-1/8" 00.0 115.0 r AL-FAROOQ CORP ENGINEERS 84 PRODUCT DB 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2848400 FAX 53-1/8' 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 `_ 19-1/13" 80.0 115.0 % /I 19-1/8• 70.0 70.0 61.0 81.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I 26-1/2' 38 3/8' 80.0 115.0 % 26-1/2' 38 3/6. 70.0 70.0 61.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (4) 80.0 115.0 T�{ G I 77 37' CO 70.0 70.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/0" 80.0 115.0 i 53-1/8" 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 19-1/6" 60.0 115.0 19-1/6" 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80,0 130.0 26-1/2" 50-5/8' BOA 115.0 26-1/2" 60-6/8 70.0 70.0 61.0 61.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (5) 80.0 115.0 37" (5) 70.0 70.0 61.0 81.0 61.0 130.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 60.0 80.0 80.0 53-1/O' 80.0 115.0 53-1/8' 70.0 70.0 61.0 130.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 130.0 19-1/8' 80.0 115.0 19-1/6" 70.0 70.0 81.0 81.0 80.0 115.0 1 26-1/2' 70,0 70.0 61.0 61,0 &IA 80.0 80,0 60.0 80.0 60.0 60,0 a0.0 80,0 80.0 26-1/2" 58-6/8' t 58-5/8. 61.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (6) 80.0 115.0 37' (6) 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 800 80.0 60.0 53-1/8' 80.0 115.0 v a 53-1/e' 70.0 70.0 61.0 60.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 19-1/e' 80.0 115.0 SERIES 605 ALUMINUM SINGLE HUNG WDW. TM Windows, LLC. 1543 N. POWERUNE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-: 19-1/8' 70.0 70.0 61.0 51.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 26-1/2" 80.0 115.0 26-1/2"63"70.0 70,0 61.0 B0.0 60.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 37' (6) 80.0 115.0 37' (6) 70.0 70.0 61.0 61.0 61.0 80.0 80.0 80.0 130.0 80.0 80.0 80.0 60.0 80.0 80.0 53-1/8' 80.0 115.0 53-1/9' 70.0 70.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 60.0 80.0 20-1/2" 72' 80.0 115.0 26-1/2' 72• 70.0 70.0 61.0 61.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 83.0 80.0 80.0 80.0 80,0 37• (7) 80.0 115.0 37' (7) 70.0 70.0 - - 80.0 80.0 60.0 80.0 78.2 78.2 80.0 80.0 19-1/8. 60.0 115.0 53-1/8' - - 81.0 61.0 80.0 80.0 130.0 80.0 80.0 80.0 80.0 60.0 80.0 26-1/2" 78-5/4_ 80.0 115.0 19-1/8" 70.0 70.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 37" (7) 80.0 112.2 26-1/2'70.0 76-3/4' 70.0 61.0 80.0 80.0 BOA 80.0 80.0 80.0 80,0 80.0 80.0 80.0 24' 60.0 115.0 37' (7) 70.0 70.0 61.0 - - 77.6 77.8 80.0 50.0 74.5 74.5 80.0 80.0 30' ' 80.0 110,0 53-1/8" - - 81.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 BOA 60.0 80.0 90.0 80.0 36' 80.0 115.0 24" 70.0 70.0 131.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42" (5) 80.0 115.0 30' 70.0 70.0 61.0 61.0 80.0 80,0 80.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 48' 80.0 115.0 ^ 1 36'70.0 48'yR 70.0 61.0 81.0 61.0 61.0 80,0 80.0 80.0 80.0 60.0 80.0 80,0 80.0 80.0 80,0 54' BOA 109.1 4 42' (5) 70.0 70.0 61.0 61,0 80.0 80.0 80.0 80.0 60,0 80.0 80.0 80.0 90.0 80.0 24' 80.0 115.0 6I C RF. 48' 70.0 70.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 30' 80.0 115.0 £1 5g a Y 54' 70.0 70.0 81,0 81.0 80.0 60.0 80.0 60.0 80.0 90.0 80.0 80.0 80.0 60.0 36' BOA 115.0 PRODUCT RENEWED Florida a • R < ; 24" 70.0 70.0 61.0 61.0 60.0 80.0 60.0 80.0 90.0 80.0 80.0 80.0 80,0 80.0 42' 60' (6) 80.0 115.0 as complying with the Building Cod* I g' C o 30' 70.0 70.0 61.0 80.0 80.0 80.0 80.0 48" 80.0 109.7 NOA-No. 17-0608.04 a B 36• 60"70.0 70.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 130,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 54' 80.0 88.4 Expiration Date 07 05/2022 0 0lil g 42" (e) 70.0 70.0 61.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 60.0 115.0 /f 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 30' 72' 80.0 115.0 By ' ", MI. • • de Pro • • t Cly • 1 S4• 70,0 70,0 61.0 61.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36' (7) 80.0 115.0 coo a e 2. ti 24' 70.0 70,0 70.0 61.0 61 A 61.0 61.0 60.0 130.0 60.0 00.0 80.0 80.0 80.0 aO.0e 8.10 42" 130.0 112.0 "v 0 g e g o S 30• 70.0 61.0 80.0 80.0 80.0 80.0 80.0 90.0 60.01 t 60.0 •19.0 a 410.0 • 840 • • • • • 1 • • • 24' 84• 60,0 115.0 c e o 0 36' 72, 70.0 70.0 61.0 • 30' 80,0 115.0 42' 70.0 70,0 81 A 61.0 80.0 80.0 80.0 80,0 80.0 80.0 80.1? • 80.0 •11.0 • A • : • • • • • (8) ^ 413" (>) - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 •0.0 60.0 • 640 • 1 • • • • ( ) N0. IN PARENIHESIS INDICATE N0. OF ANCHORS PER JAMB 0'a 54• 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.f 1 76.8. 11.8.4 •711.4 • • • • • Oran JAVA) AMMO MIL PRODUCT REVISED a N 24' 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 80.0 705y2 as complying MTh Om Florida Building Code 30• 70.0 70.0 610 61.0 80.0 80.0 80.0 80.0 60.0 BOA 80.0 60.0 80.0 80,0 14 3538 Acccptanoo No 1_v611.� o y*, 84 80.0 80.0 80.0 50.0 80.S �ii4 80.0 OA E .Lmlion Date 715147V air 36' - - 81.0 61.0 - - 4 • f10TE: • • /r o' .�- i 42• (8) - - 61.0 61.0 - - 80.0 80,0 80.0 80.0 80.5 8R0 80.0 8•,0 � S CA7 CIIIES•ON THIS SHEET ARE EP 0 2 20 5Dy �/ii,..�. � 48•• 61.0 s1.o - eo.o eaD 110.o BOD y.~is foo �Ab.D • BASED Oa A :1300-09 (3 SEC. GUSTS) Mian Dark Product drawing no, () NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB • • • • • •AND FLORIDA UIWING COMMISSION • • • • • • • • W06-34 DECLAi#110RY STATEMENT DCA05-DEC-219 sheet 2 of 7 • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • r• 1/8' ANN. GLASS 120” Interloyer Uvekoi S By 'Nines USA. Inc.' 1/8" ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON ARES WIOER THAN 38' ONLY GLASS TYPE 'C' 1/8" ANN. GLASS .090' Interlayer. Series Clear Md Color Glass Sy 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE RGS7700 AT 1/4 POINTS ON ARES WIDER THAN 36" ONLY GLASS TYPE 'G' 3/16" ANN. GLASS 120' Interloyer Lhrekol $ By 'Annex USA. Inc.' 3/16' ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LfTES WIDER THAN 36' ONLY GLASS TYPE '0' 1/8' HEAT STREN'D GLASS .090" Interlayer Soles Gear Md Color Gloss By 'Eastman Chemical Co.' 1/8' HEAT STREN0 GLASS SIUCONE GE RGS7700 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'H' 3/16" ANN. GLASS 090' Interlayer Sa11es Gear And Color Glass By 'Eastman Chemical Co.' 3/16' ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON ARES WIDER 'MAN 36' ONLY GLASS TYPE 'E' 1/8' ANN. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS 090" Interloyer Sofas Gear And Color Glass By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE R557700 V AT 1/4 POINTS ALL SIZES •• ..• • • • • • • • • NV r -..-s : • •• • ��y•��. ,y�e�� • • • • • G?u tEL Rt yaE• • • NOT IED 5 MISSILE IMPACT AREAS. •• • • •• GLAZING (SIMONS • • • •• • • • . • • • • • • • • • • •. • • .• • •.• . ..• • .•• 3/16' HEAT STREN'O GLASS 120' Intedayer Wekd S By 'Alines USA, Inc.' 3/16' HEAT STREW() GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'F' 1/8' TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT STREW!) GLASS 090' hitericyer Safles Gear And Color Gloss By 'Eastman Chemical Co.' 1/8' HEAT 559664D GLASS SIUCONE GE RGS7700 1111111k- lr-----nNeAT 1/4 POINTS ALL SIZES GLASS TYPE 'J' PRODUCT RENEWED as complying with the Florida Building Code NQA-No. 17-0608.04 Ration Date07105/2022 PRODUCT REVISED as complying with Ila Floods Building Code 15-CII.0(0 Acceptance No Ell ,lion Dela €8g�. O b y ' O a0;1"1 g9 0 39105 n V 8 S 8 a 11 drawing no. W06-34 (sheet 3 of 7 ) ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM NDOW TYPICAL ANCHORS SEE ELEV. FOR SPACING . CONCRETE .. n : + EDGE DI54'o 1BY WOOD BUCK METAL STRUCTURE EDGE DIST. OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEET 2 REINFORCING OPTIONS SEE SHEET 2 11 ®OPTIONAL TO SPRING LATCH _ ®_ PRODUCT RENEWED �r� as complying with the Florida L aii� BuildinCode NOA-No. 17-0608.04 IL' Ex.icationDate07/05/2022 REINFORCNG By VA AP' Op g Miam � de Produc Coal 411, illI fill a TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS\ 'TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING REINFORCING OPTIONS SEE SHEET 2 . CONCRETE TYPICAL ANCHORS SEE ELEV. FOR SPACING • 5 • • • • • • •• • • • •• ALTERNATE FRAME P1T1 • • PICAL ANCWRS. • • SEE ELEV. FIR SpACIIG • • • • • • )(TAME /1,T41 AIjV•OPTIdr• • • • • (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 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) .114 SMS OR SELF DRILLING SCREWS (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 BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-OADE COUNTY APPROVED MULUONS (MIN. THK. 1/8": (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. IYREP HOLES : W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG PRODUCT REVISED complying with II Florida Building Code 0611.0 Accept o No 6 owe R1l+>F7V/,17 y..l Dadde PmS By A 0 O V x 01 J CCI 0 o 1.11 6-1 co La J = U 0001 c0 z .4-0 F'tF a L" 1 5g W064. x PIPWigg g g a 0 k a J l drawing no. W06-34 sheet 4 of 7 ) sheet 5 of 7 ) 0.L OPG. SHIMS 1/4' MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.- FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACIEG EXTERIOR D.L OPG. (FIXED) TYPICAL ANCIIDRS SEE ELEV, FCR SPACING 1/4- MAX. WINDOW WIDTH 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING i/4' SHIM WINDOW WIDTH FRAME WITH FIN OPTION MIAMI-DADE COUNTY APPR.D CUPPED MULLION SEE SEPARATE NOA EXTERIOQ • WINDOW WIDTH • • TYPICAL Al1CHOR5 SEE ELEV. FCR SPACING • • • • • .• . . • • WINDY, TOOTH • ITEM PART / QTY. DESCRIPTION MATERIAL. AMER./SUPPLIER/REMARKS 1 GW -36763 1 FRAME HEAD 8063-78 - 2 OW -37731 1 FRM1E SU. (4' HIGH) 6063-18 - 2A BA -3808 1 FRAME SILL (3' HIGH) 6063-T6 - 3 0W-31445 2 FRAME JAMB 6063-16 - 4 OB -36706 1 MEETING RAIL 8063-16 - 5 GW -36885 1 VENT TOP RAIL 6063-T5 - 6 GW -37730 1 VENT BOTTOM RNL (4' SILL) 6063-16 - 6A GW -37559 1 VENT BOTTOM RAR (3- 911) 6063-113 - 7 GW -31134 2 VENT JAMB STILE 6063-T6 - 8 GW -31470 2 VENT STOP 6063-T5 - 9 19-56 4/VENT GLAZING BEAD ANGLE 6063-15 - 9A 114-123 4/VENT GLAZING BEAD 608345 - 9B 111-170 4/VENT GLAZING BEAD 6063-06 - 9C TM -181 4/VENT GLAZING BEAD (INSUL LAM. GLASS) 6063-16 - 10 /8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SNS 11 4037 (1) STRIP FIN SEM. WEATHERSTRIP - MTO.RAII/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2-x7/8'x3/4' FINSEAL PAO - FRAME 911 CORNERS 15 - 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A TM -1164 2/VENT SPRING LOADED EGRESS LOCK 6063-16 VENT BOTTOM RAIL 16 - 4/VENT VENT GUDE NYLON VENT NT. CORNERS 17 - LNENT CA DWELL SPIRAL BA1ANC6 - AT FRAME JAMBS 16 WVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 669 2/VENT CATDWIL BALANCE CUP - VENT BOTI. CORNERS 20 - 2 112 x 3/4- PN. SMS STEEL (1) AT EACH BALANCE 21 - 8 /12 x 1- PJ1. SMS STEEL FRAME CORNERS 22 - 6 /10 x 1' P.H. SMS STEEL VENT CORNERS 23 - 4 f8 x 3/4' F.H. 51.15. STEEL (2) AT EACH LATCH 24 - 4 /6 x 3/8' F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 10 3/16x3/481/8' CHANNEL STEEL. AT VENT TOP 26 - 2 1x1/4 THK.x4' LONG BAR ALUM. (1) AT EA. MTG. RAIL END 27 - 1 1/2x1x1/2x1/8- CHANNEL STEEL AT MEETING RAI. 28 TM -161 2 AN TRIM FOR JAMDS 6063-19 - 29 TM -163 1 FIN TRIM FOR HEAD 6063-16 - 30 TAI -164 1 FIN TRIM FOR SILL 6063-16 - 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063-T5 AT 61EE1640 RAIL 32 TM -178 1 TOP RAIL REINFORCING CHANNEL 6063-T5 AT VENT TOP 33 - A5 REDD. SETTING BLOCKS EPDM OUROMLTER 80±5 SHORE A • •• • • • • • • • • • •• PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0608.04 • • • EAldrallon Date 07/05/2022 • • Blo • MAm ••• • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Env/ JAVAD NIMAD CML FLA PE 70592 CAN. PRODUCT REVISED As camplyilt8 with tho Florida Building Coder •�/'.O Acceptance No DNe H,l11F!'-mil• •.. 15 n z 0 8 0 • • Dade Product ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 4 8 drawing no. W06-34 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 438 -y_SOE� I 062 y .500 f�4 / ` COMP-ANL\W06-34TMW .125_, 3.0421.4251 II 1 .soo AL-FAROOQ CORPORATION ENGINEERS @ PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 264-8100 FAX (305) 2626978 1530 .062 .847 ,062 1.500 2.300 .082- -- 3.719 O -.1 1.000 F� 1'� 3.069 I1 11 _ ,..--I I �( I 1.406 1.030 r 1.000 i I .125+1 3t .�0 622 d •500 3.166 2B Ij MTG. RAIL REINFORCINGS ALUMINUM �A 1 .045 } .405 O FRAME HEAD I I F 1.925--1 _ �I -,250 IF- 7.097 MTG. RAIL REINFORCINGS 1.000 2,375 ® NAR FIN (HEAD) STEEL 3 FRAME JAMB O --1.230 .385 3.340 ^1, r 1.000 r.938- 1 �i� .. 81.888 .602 S62 2188 I%.750 .032- .. .-'2.190 1.187l.l5a SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.)] TM Windows, LLC. 1543 N. POWERUNE ROAD POMPANO BEACH, FL 33069 TEL (954) 781-4430 FAX (954) 781-3595 3� JL O 1.500 I % .125 32 TOP RAIL ALUMINORCING UM .923-1 -� dI 1.375 O O FIXED MEETING RAL Q VENT STOP 2,500 28 NAIL FIN (JAMB) TOP RAIL STEELEENFORCING .183 1 1.375 j-1.188 3.199 O .540 GLAZING .040 .300 .923 _J-} BEADS Irl L 1.324 1.750 .052 rJ 2.250 1.37 62 �9 - --.062 3.277 1.214 1.389 -I 2.500 PRODUCT RENEWED as complying with the Florida Building Code NCA-19o. 17-0608.04 1.000 .688 1 L. 0 n? b g 10 '�,' :6 P : i 5 UPDATED FOR 2007 FOC 10 CHANGE 1)00 91EET II` NO CHANGE TMS SHEET ® VENT TOP RAIL O .SASH SIDE RAIL O NAIL FIN (SILL) ® LATCH LOCK 2202 997 -j 3.245 2.202 3.245 n .987 lration Dati 07105!2022 c 3 0 o .; v O m g e o 8 • " 1 d e f 'm S PI .062 BY ./ 6 .�� , Miam �� ade Protluet rol 3.9275.J59 4.347 3. 39062 2.939 N .062 4.312 �- .684 + f I •••2.BJ0 • •3.91P-•• • • • • • • • • • - T-- .684 8 ! .062 • • • •• • • • • • • • • • • • I • • • om c 0 o W 4 'Y'� 8 e .--..--..-. N 9 a 3 3 Fipr. JALAHMAD FlA PE C.4. i 70592 3538 ,I 2 2015 PRODUCT REVISED rr Plying wllh lbe Florida Building Code Aeceplmce No 15- 0 .11. 04 EaPi•1bn On' R- 0.11.04 7//d•.. ,,,,4.� ... 1koAucl ., ,... 1 • • • • • • • • • drowin9 no. W06-34 Q [---1.375 VENT BOTTOM RAILS ,.37s O O 3.141 . • •••FRAME NOTE EITHER • :. • • • SILLS ••• SILL CAN BE USED • 3.141 •• • • •9y • • • • • • • • • •© • (sheet 6 of 7 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • FRAME TOP CORNER FRAME BOTTOM CORNER •• ••. •P�a_J •• •: . •• • • • • • • • • • • • • • • • • • • • • • • • • • • •VENT B61T&7 CORNER VENT TOP CORNER • ••• • ••• • • • • •• • • • • • la • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • PRODUCT RENEWED as complying with the Forids B uilding Code NOA-No. 17-0608.04 Ex . 'ration Date 07/05/2022 By Mom Engr. JAVAb AMMO CML FIA. PE I 0592 CAN. 35 8 20 de Product on PRODUCT REVISED in complying with dm Florida Building Cade Aoccptmee No.16'04.11. Oro Bn. I ion Dam Z,n %iiiF DI7 1 By ��... . L7 • ' 101» 8 z 2 4 n 0 0 m m OI JZt` �= O cow c oP. Za F N 0- p cW 0 2 8 8 8 8 drawing no. W06-34 sheet 7 of 7 ••• • 0 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •