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WS-17-1522Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-6-17-1522 Permit Type: Windows/Shutters iror* Classification: Window/Door Reptacefn Permit Status: APPROVED Issue .Date: 71/2/2017 Expiration: 01/08/2018 Parcel Number Applicant 101 NE 104 Street Miami Shores, FL 33138- 1121360130700 Block: Lot: RMGM PROPERTIES LLC Owner Information Address Phone Cell RMGM PROPERTIES LLC 4764 NW 120 Drive CORAL SPRINGS FL 33076- 4764 NW 120 Drive CORAL SPRINGS FL 33076- Contractor(s) Phone BLUE DOLPHINECONSTRUCTION LL( (954)605-1418 Cell Phone Valuation: Total Sq Feet: $ 5,500.00 0 Type of Work: REPLACING WINDOWS 14 DOORS 2 No of Openings: 16 Additional Info: REPLACING WINDOWS 14 DOORS 2 Classification: Residential Scanning: 3 Fees Due ccF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $3.90 $3.90 $1.20 $260.00 $9.00 $4.80 $286.40 Pay Date Pay Type Invoice # WS-6-17-64252 07/12/2017 Credit Card 06/08/2017 Check #: 105 Amt Paid Amt Due $ 236.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z. ing. Futhermore, I authorize the above -named contractor to do the work stated. ignature. wner / Applicant / Contractor / Agent July 12, 2017 Date Building Department Copy July 12, 2017 1 cx Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION RECEIVED JUN087017 FBC 20 1(I Master Permit No. Sub Permit No. w.s I - k 522 • ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: City: Folio/Parcel#: 1 01 At f \, o 9 th 31-nQ- Miami Shores County: 1C2-01%-a7-00 Occupancy Type: Load: Miami Dade ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3164 Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): — M lJM erfer4A Address: City: Cc>r ` S (tr, State: 1F_ Tenant/Lessee Name: �`' Email: NO BFE: FFE:�� e Phon" 7-d2— �/.27 c\f€ 0rus nn 3 g, c6.cw,., CONTRACTOR: Company Name: 1 QC_ �A in LL,C, Address: 073a &LJ f City: CCJfe r C, State: �%— Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ ST5 U CC /s c29 1 Phone#: Zip: 3' 7.6 Phone#: Zip: /3-3_a8 Phone#: Certificate of Competency #: Phone#: State: Zip: Type of Work: ❑ Addition ❑ Alteration Description of Work: s Square/Linear Footage of Work: ❑ New ❑ Repair/Replace ` 1 Demolition I'bn /.f/ t 2 — d4 e) \\ Specify color of color thru tile: (� Submittal Fee $ Permit Fee $ 200 , C CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 23' cf0 (Revised02/24/2014) I 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 AGENT The foregoing instruments was acknowledged before me this / 2 day of Ht/) Cl , 20) 7 , by Go� Hf . J, who is personally known to x me or who has produced F%• l i/L)efs / C-er,1.Q as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****************************** APPROVED BY thin 0 ,/) '/ Signature CONTRACTOR The fore ding instrument was acknowledged' before me this day of t ec� Y c2vY�, I. CA4. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,20'-7 ,by Sign A�/�/�% Print: . tart' • b is; Seal: Plans Examiner v� Commission #r FF 960700 My Comm Expires Feb 18, 2020 n4%'' Bonded thinugn National Notary Assn. P. Zoning (Revised02/24/2014) Structural Review Clerk 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,.i.t is:the •• • • .. responsibility of the permit holder to request window/door fraikng in -progress • . inspection, prior to concealment of any horizontal or vertical clip mullion,buclsK ms, .... etc. Inspector will also verify anchor type, edge distance, embedmen and spaeig. The purpose for this inspection, is for the verification of conformal0 tvith .Product Approval (NOA). .. Acknowledgement: Qualifier/Owner Signature s)1oj ,A4ASS Date Print Name BLUE DOLPHIN CONSTRUCTION Date: 7/01,,7)1 �/ State of Florida 7 County of Broward Before me this day personally appeared CESAR RUMICHE who, being duly sworn, deposes and says: That he or she will be the only person working on the located at: 101 NE 104th Street Miami Shores, Fl. (C Sworn to (or affirmed) and subscribed before me this Ic day of 5-' L( . 2017, by Personally Know go 6 Or Produced Identification Type of Identification Produced SHAMICKA NEWM'AN p % Notary Pu01iC State of Florida • 8 . Commission li,FF 980700 s Fib 18, 2020 Notary AssnI 511 611 n 111 • int, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations_ No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed toworkon your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this (0 day of ,20 1 By� v v Gru�oYNl�liih,cv,� I�/t,Os`S who is personally known to me or has produced Dry V as identification. Notary: SEAL: ............. YANADY PRIETO l MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 �:• ..jam: o -' 4,:t 4Q's Bonded Thru Notary Pub!ic Underwriters ��-'7-$-sH A2 - tcc xr 345 5H. A3 — 53 x 3' f n-- A 4 .-- 3''? ,' $ 1 f -, -3'0-rc5 ► 540( 5 5 - 12+ ► "o-- (14-f-r•010013)( tr5- 4 341 S 1 A _ tJ/A AG_ ,7 (- • • • • •• • AIL( ,- r7 x 5 i A+S - ` ` (51 .. 0 s tuGke tt - t 4 Y. YO trUlAt04 o r� .• !sr41 r(2_)C1D Pr- a P f-3 •.•• a • •••• • ..• • 045- 0 (voli6zas • • •. •. • . • • • .• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 mvw.miamidade.eov/economy .... DESCRIPTION: Series "100" Aluminum Single HuWindow - N.I. . • • • • • • • g iPPROVAL DOCUMENT:. Drawing No. W95-45, titled "Series 10 lirtinum Sh le dung Wdwr: • (N.I.)", sheets 1 through 4 of 4, dated 10/17/95, with revision H dated 08/08/14, preilAr 'lSy Al-Falaoq• • Corporation, signed and sealed by Javad Ahmad, P.E., beating the Miami -Dade CouiinVroduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miiim� �:ade County:. Product Control Section. MISSILE IMPACT RATING: None .. .. •.•• 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 Api rove?, unles..athrwise • noted herein. • • • .. . . . • RENEWAL of this NOA shall be considered after a renewal application has been filed and there tat been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If.any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0419.03 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 Manue MIAMI•DADE COUNTY APPROVED NOA No. 14-0822.07 Expiration Date: September 26, 2017 Approval Date: December 04, 2014 Page 1 New Abe Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W95-45, titled "Series 100 Aluminum Single Hung Wdw. (N.I.)", sheets 1 through 4 of 4, dated 10/17/95, with revision H dated 08/08/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 202-94 2) Uniform Static Air Pressure Test, 202-94 3) Water Resistance Test, 202-94 4) Forced Entry Test, 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6794 dated 03/12/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA# 12-0419.03) 2. Test reports on: 1) Air Infiltration Test, 202-94 2) Uniform Static Air Pressure Test, 202-94 3) Water Resistance Test, 202-94 • S... • 4) Forced Entry Test, 202-94 along with marked -up drawings and installation diagram of an tltRth?um single hung window, prepared by Fenestration Testing Laboratory, Inc., Teriteptrt No. • FTL-5219 dated 05/25/07, signed and sealed by Michael Wenz .. '+E. • • (Submitted under NOA# 07-0919.01) 3. Test reports on: 1) Air Infiltration •Test, 202-94 • • • • • . • .... 2) Uniform Static Air Pressure Test, 202-94 . . •• • 3) Water Resistance Test, 202-94 4) Forced Entry Test, 202-94 • •. •• •; • • • • along with marked -up drawings and installation diagram of an aluminum singl , ung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • FTL-1804 dated 12/22/97, and addendum letter dated 09/28/98, all signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0801.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), updated on August 6, 2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. Mantel P Fe P.E. Product Control liter NOA No. 14-0822.07 Expiration Date: September 26, 2017 Approval Date: December 04, 2014 E-1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), and of no financial interest, dated August 6, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 12-0419.03, issued to New Age Windows & Doors Corporation for their Series "100" Aluminum Single Hung Window —NJ., approved on 07/26/12 and expiring on 09/26/17. . . . . . .. . . .... . . • ..• .. • .. • • • . •. .. .. . .• .. . . .... • ... • .. .. . • • • . • • • .... • • . • .. . . .• • . .. Manuel P rez, .E. Product Control Ex iner NOA No. 14-0822.07 Expiration Date: September 26, 2017 Approval Date: December 04, 2014 E-2 . • • . DESIGN LOAD CAPACITY - PSF ANCHORS TYPE 'A' WINDOW DIMS. 3/16" ANN. GLASS WIDTH HEIGHT EXT.(4) 1NT.(-) 19-1/8' 26-1/2' 32' 37' 42' 48' 53-1/8' 26 (3) 66.7 125.0 66.7 125.0 68.7 125.0 66.7 125.0 66.7 112.3 66.7 94,9 66.7 83,8 19-1/8' 26-1 /2' 32' 37" 42" 48' 53-1/8" 38-3/8 (4) 66.7 125.0 66.7 125.0 66.7 119.8 66.7 101.1 66.7 84.0 66.7 69.9 61.1 61.1 19-1/8' 26-1/2' 32° 37" 42" 48" 53-1/8' 50-5/8 (5) 66.7 125.0 66.7 120.6 66.7 105.7 66.7 87.5 66.7 71.0 57.9 57.9 50.1 50.1 19-1/8' 26-1/2' 32" 37' 42" 48' 53-1/8' 56 (6) 66.7 125.0 66.7 125.0 66.7 111.4 68.7 84.3 66.7 67.6 54.6 54.6 46.9 46.9 19-1/8' 26-1/2' 32" 37' 42' 48' 53-1/8' 63 (6) 66.7 125.0 66.7 108.8 66.7 95.4 66.7 82.0 64.6 64.6 51.4 51.4 43.8 43.8 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE '8' WINDOW DIMS. 3/16" ANN. GLASS WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1/8" 26-1/2' 32" 37" 42" 48' 53-1/8' 26 (3) 66.7 125.0 66.7 125.0 66.7 125.0 66.7 125.0 66.7 125.0 66.7 118.9 66.7 105.E 19-1/8" 26-1/2" 32" 37" 42" 48' 53-1/8" 38-3/6" (4) 66.7 125.0 66.7 125.0 66.7 125.0 66.7 122.0 66.7 103.2 66.7 87.1 66.7 76.8 19-1/8" 26-1/2' 32' 37" 42" 48" 53-1/8' 50-5/6" (5) 66.7 125.0 66.7 125.0 66.7 125.0 66.7 66.7 66.7 104.1 86.4 71.7 62.6 62.6 19-1/8' 26-1/2" 32' 37' 42" 48" 53-1/8' 56" (6) 66.7 66.7 66.7 66.7 66.7 86.7 58.8 125.0 125.0 124.2 99.6 81.8 67.4 58.6 19-1/8" 26-1/2' 32" 37" 42" 48" 53-1/8' 63 (6) 66.7 66.7 66.7 66.7 66.7 63.2 125.0 125.0 108.4 95.8 77.6 63.2 54.5 54.5 19-1/8" 26-1/2' 32' 37" 42" 48" 53-1/8' 74-1/4 (7) 66.7 125.0 66.7 103.5 66.7 89.8 66.7 80.9 62.2 62.2 48.3 48.3 40.5 40.5 19-1/6' 26-1/2" 32" 37' 42' 48' 53-1/8" 74-1/4 (7) 66.7 125.0 66.7 111.5 66.7 94.3 66.7 80.9 66.7 73.7 58.7 58.7 50.0 50.0 ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB ( ) N0 IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC-21 9 WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 0. J 3/16" ANN. GLASS SILICONE DOW CORNING 995 TYP. GLAZING_ DETAIL, FALSE MUNTINS (SURFACE APPLIED) MAY BE USES co 0 z 0 u ' Z � in n 0 0 SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. r• ---rr•-r--•--• • i • • THIp • PRODUCT PAS P3EE11 DLSIGRED MNI)TEITED TO COMPLY WITH THE RE li2EMENT F THe ILORfDA R3UIL IIN� CGDE INCLUDING HIGH VELOCITY HURRICA{IE Z (I IHZI. :• • • • • • WO&? BUCIQ5•AR OTHLRIS, MUM BE•ANSHONED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE A LLISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANEHORII*G OR LOVINQ, CONQITIONS W4-1%0 111 THESE DETAILS ARE HOP PAR* OF THIS•APRROVAL• • • • • • A LOAD pIjRATION SNCRitASE si`•USFS) IN fl 1 IG : O ♦ANCHORS INTO WOOD ONLY. • MERIALSI INCLUDING• BUT NOT LIMITED•fs 46TEELOMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • 53 1 /6" WINDOW WIDTH 49 7/16' D.L. OPG. (FIXED) 20 1/2" MAX. Or HEAD II I B I I I I 1 I / ,/, ! L - 1 I - I� 4 I I @II / // I II I TYPICAL ELEVATION Engr: JAVAD AHMAD CAL FU1. PE I' 70592 CA3538 A 32014 8 1/4" MAX. HEAD 1 MONOLITHIC GLASS NON -IMPACT PRODUCT REVISED as 4.vmplyin9 with the Florida Building Code AcccpInucc No HxoIndian Dote w ZL"- S o_ a 'O C B IA .0 9 C B 8 (sheet T of 4_) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK s W2 (2) #8 X 3/4' FH SMS 0 O m .W1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE MIAMI—DADE COUN17 APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND CHART ON SHEET 1 FOR CAPACITY ANCHORS TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (F0=177 KSI. Fy=155 K51) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • •• • •• ••• •• ••• • • • • • •• • • • •• • • • •• ANCHORS TYPE 'B' 5/16" DIA.. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ‘12 SMS DR SF1 F ORII I IN(: SC..RFWS INTO MIAMI—CADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) ANCHORS EDGE DISTANCE$ INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS 5G = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH •SEMUGEALER. FaIXEDfETING RAID SEAM SEALED WITH SILICONE. • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• i••WEIHOLES:• • •• • • • • • W1 = 1/2" X 1/4" WEEP HOLE AT 2-3/8" FROM EACH ENO W2 = 1/2" LONG NOTCH AT EACH END • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• Engr. JAVAO M AIAD cm_ FIA PE / 70592 CAN, 538 32014 PRODUCT REVISED as complying with the Florida Building Code 20 Acceptance No Qxpirelion Dale ISy Tfl to 0 w F Q 3 01 dt I0-17-95 S ro B K � 0 8 8 E drawing no. W95-45 sheet 2 of 4 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. 2: WOOD BU'3 0 00D STRUCTURE 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPR.D CUPPED MULLION SEE SEPARATE N0A EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • • ITEM i PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 BA-4573 1 FRAME HEAD 6063-T6 - 2 NEWA-32 1 FRAME SILL 6083-T6 - 3 BA-4386 2 FRAME JAMB 6063-T6 - 4 SW-41673 1 MEETING RAIL 6063-75 - 5 BA-4638 1 VENT TOP RAIL 6063-T5 - 6 BA-4764 1 VENT BOTTOM RAIL 6063-T6 - 7 - 2/VENT SWEEP LATCH ZA9AK AT 13-1/4" FROM EACH END 8 BA-4425 2/ VENT VENT SIDE RAIL 6063-T5 - 9 - 2/ CORNER FRAME ASSEMBLY SCREWS - #8 X 1" P.H. SMS 10 - 2/ CORNER VENT ASSEMBLY SCREWS - 08 X 1" P.H. SMS 11 - - - - - 12 - AS REQD. FIN SEAT. PILE (.187 X .250) - ULTRAFAB 13 FP-389-AW AS REQD. BULB WEATHER STRIP (.185 X .250) VINYL PROTOTYPE PLASTICS 14 860 AS REQD. BACK BEDDING SIUCONE PECORA CORP. 13 - AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 16 3530 2 BLOCK & TACKLE BALANCE 2 5/8" BOX, WINDOW COMPONENTS 17 - 2 TAKE OUT CLIP AT +3" FROM TOP RAIL STEEL AT EACH JAMB TYPICAL ANCHORS SEE ELEV. FOR SPACING .4 8Y WOOD BUCKS WINDOW WIDTH • • • • • • • • •• • ••• • • • • • • • • • • • • ♦ • • • • • • •• • • •• ••• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • 4 • ♦ • Enyr. JAVAD AHMAD CIVIL FLA. PE [ 70592 CA 3538 2014 PRODUCT REVISED an complying with the Florida Building Code Q Acceptance No '' ' % - imiooDal- ."!7.s_7- 2017 G 0 n u 6 a i a C u :S og 0 C drawing no. W95-45 (sheet 3 of 4_) W — 2.100 .062 .874 L .563 II.875 2.162—+ FRAME HEAD CCi) MEETING RAIL 1.3751 1.125 - .062 1.625 0 -.1 .812 F� VENT TOP. RAIL .812 O VENT BOTTOM RAIL 2.276 .062 1.327 .856 2.733 3.233 I-- -2.116 FRAME SILL 1-1.1251 .062--{j-- 1 039 If'9� .687 1.- O SASH SIDE RAIL .8112 j-1.125-j L-1.374-- rl v FRAME JAMB 2.043 VFW TOP CORNER VENT BOTTOM CORNER •• •.• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • FRAME TOP CORNER FRAME..QTTOM CORNER Eng.. JAVA0 AHMAO CIVIL FLA PE 2 70592 CAN. 538 2014 PRODUCT REVISED as complying with the Flotiida Building Cod# Acceptance No 4•..:Z Ex •imliat Date B Mien' ,ado Product map 0 COMP-ANL\W95-45NA 112222 0111 R 0 'O 111. S 2 � C o drawing no. W95-45 sheet 4 of 4 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} New Age Windows & Doors, Corp. 7196 NW 77th Terrace Medley, FL 33166 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 I Oftuninunt Outswing Doors w/wo Sidelites -NI "Ai'ROVAL DOCUMENT: Drawing No. W02-13 Rev F titled eries- 00 Alum Out -Swing Doors w/ Sidelites, sheets I, 1.1, 2, 3, 3.1 through 6 of 6, prepared by Al-Farooq Corporation, dated 02-13-02 and iast•• revised on APR 16, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Datle Ct?ujity Protltiee Control Revision stamp with the Notice of Acceptance number and expiration date by the Mihmi'Dade. • : • : County Product Control section. MISSILE IMPACT RATING: None. Approved Hurricane protection Devices coniplyingt$C 2014, tts. applicable are required. • • • • • • • Limitations:• • • • 1. Double Doors require total four (4) flush bolts, two (top/bottom) active leaf and two (tvMottom) fit...' active leaf and Single door require two (top/bottom) at active leaf. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 2. Max. true Muntin DLO (Day Light Opening) not to exceed 23-7/8" W X 16-5/8" H. • • :• • 3. Min three Hinges required. Max Hinges OC=46.6" •• •• •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state aril • series and following statement "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0529.21 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ish IAMI.OADE COUNTY APPROVED NOA No. 14-0822.08 Expiration Date: November 21, 2017 Approval Date: April 23, 2015 Page 1 New Aae Windows & Doors, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files #12-0529.21 /# 07-1010.17) 2. Drawing No. W02-13 Rev F titled "Series-100 Alum Out -Swing Doors w/ Sidelites, sheets 1, 1.1, 2, 3, 3.1 through 6 of 6, prepared by Al-Farooq Corporation, dated 02-13-02 and last revised on APR 16, 2015, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of one unit test of Aluminum Outswing Doors w/ Sidelites (OXXO), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL- 6804, dated 04/16/12, signed and sealed by Marlin D. Brinson, P. E. (submitted under files #12- 0529.21) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Outswing Door w/ Sidelite, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1192 dated 10/01/01, signed and sealed by Hector M. Medina, P.E. (Submitted under files # 07-1010.t7 7 t)2- 0801.01) Original test conducted per SFBC, PA 202-94, now known as FBC; TTt �02-94; • .• • .• C. CALCULATIONS • • • • • 1. Anchor verification calculations and structural analysis, complying withV.1) - 014, prepared by: • Al Farooq Corporation, dated 08/13/14 and last revised on JAN 16, 2013sign8d anct Witt by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • • • • • • • • • D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER); . •. .. . E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"` Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/06/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance statements, as part of the above referenced test reports. G. OTHER 1. This NOA revises NOA #12-0529.21, expiring on November 21, 2017. 2. One unit re -verification test (FTL-6804) referenced above. 3. Florida Department of State, Div. Of Corporation, listing. !shag T. Chanda, P.E. Product Control Examiner NOA No. 14-0822.08 Expiration Date: November 21, 2017 Approval Date: April 23, 2015 E - I . 72" MAX. NOM. DOUBLE 23 7/8" D.L.O. DOOR I WIDTH _.-_ 23 7/B" I D.}!O. I - / ^I \ r / \ \ / ,y® \\ \ / \ — 7 — — / o \ \ \\ bra m / \ ,5..-"- \ / \ / - \ / - \ / \\ 12" MAX HEAD/SIL 69" DOOR OWNG. WIDTH ANCHOR LOCATIONS TRUE MUNTINS 6" MAX. 6" MAX. HEAD/SILL HEAD/SILL CORNERS CORNERS FLUSH BOLTS AT TOP/BOTTOM SEE SHEET 3 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • 000 • • • • • • • 3D" MAX. NOM. SINGLE DOOR wicip4 36" MAX. NOM. • • SIDELITE WIDTH 23 7/8" • • • • • 23 7/8" D,L.O. • • • • • • •ram—D.L.O. ANCHOR LOCATIONS TRUE MUNTINS ANCHOR LOCATIONS TRUE MUNTINS 6" MAX. HEAD/SILL CORNERS Engr: JAVAD MAD CIVIL FU. PE / "592 C.A.N. 35 sheetl.lof 6 ) • • • • • • • .•• • • • • • • • • • • • • •• • . •• •• •• ••• • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • • • • • • • • • • • SURFACE APPLIED FALSE MUNTINS- MAY BE USED 36" MAX, NO SIDELITE WIDTH 23 7/8" A D.L.O. 23 7/8" 144" UNIT WIDTH D.L.O. 0 • • • • • 23 7/8/ • D.L.O. - 12" 3" 3" • • • • • • • • • 361!AX. • • I • • NOM1 SIDEQSE WI. H • • • • • • • 23 70(8" • • • • • • `• • • }'• •• • • • • ••• • • • • •• • • cs ti B \ \I O // INS ACTE LEAF ACTIVE LEAK • • • T • • • • • • —S : e \• • • • • �TRU£ MUNTINS o NC1 8 12" MAX. HEAD/SILL SERIES-100 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. TRUE MUNTINS (4 MINIMUM) REQUIRED AT EACH LEAF. 69" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (IHVHZ). 1BY OR 2BY 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. DOOR OPNG. WI H TYPICAL ELEVATION ( OXXO ) TESTED UNIT EXTERIOR VIEW FLUSH BOLTS AT TOP/BOTTOM SEE SHEET 3 6" MAX. HEAD/SILL CORNERS HEIGHTS: NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 6/8 82" 60" 7/0 84" 82" 8/0 96" 94" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 2/6 (X) 30" 2B-1/4" 3/0 (X) 36" 34-1/4" 5/0 (XX) 60" 28-t/4" 6/0 (XX) 72" 34-1/4" DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE FIVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. rRBOUCfltrvdtL M we** with On Aorli• Iltddig Code .n. /51-01722.01 18r41116“ Der WI &i,422,t-f lti NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. Engr: JAVAD ANMAD CIVIL FLA. PE �I70592 .N CA. 1 38 6 2015 SWING DOOR WI SIDELITE 0 <n or o Ld o 3� o�'• Z=M M n � w34 W ¢z zT O J h W ZNE L� 0 IC C S `0- 0 B Ji -rowing no. W02-13 (sheet 1 of 6-) • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • . •• ••. •• • •• • • •• •• •• • • •• •• • • • • • DESIGN LOAD CAPACITY - PSF (X) DOORS AND (0) PANELS DOOR SIZE 1/8" TEMP. GLASS FRAME FRAME WIDTH HEIGHT EXT. (+) INT. (-) 30" 58.0 83.5 36" 82^ 58.0 69.6 30" 58.0 79.5 36" 84, 58.0 66.3 30" 58.0 69.6 36' 96 58.0 58.0 0 Z 36" MAX. NOM. SINGLE DOOR WIDTH (X) 36" MAX. NOM. SIDELIIE WIDTH (0) DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE 1/8" TEMP. GLASS FRAME FRAME WIDTH HEIGHT EXT. (+) INT. (-) 60" 58.0 83.5 72" B2„ 58.0 69.6 60" 58.0 79.5 72" 84" 58.0 65.3 60" _ 58.0 69.6 72" 96 58.0 58.0 72" MAX. NOM. DOUBLE DOOR WIDTH NOM. HEIGHT T Es LEAF WIDTH = FRAME WIDTH - 1.75" LEAF HEIGHT = FRAME HEIGHT - 2" SIUCONE 1/8" TEMP. GLASS X 1-1/2" PH SELF DRILLING SCREWS AT 10" O.C. (HORIZONTAL RAILS) AT 17-1/2" 0.C. (VERTICAL STILES) GLAZING DETAIL • •. • • • • • •• • • • •• • • • • • a • • • • • • • • • I • • • • •• • • • • • • • • • • • •• • • • • DESIGN LO4I6 iAPACITY - PSF 51DELITBC{1IITH (X)eOR (XX) DOOR WIDTH) : SIfELIT} SIZF• • 1/8" TEMP. GLASS •FRAME 'FRAME* WIDTH • 1111LiGH1• EXT. (+) INT. (-) 30' 58.0 77.9 36' 82, 58.0 69.6 3•^• a • • 58.0 73.3 • 36'• �• 58.0 66.3 31r • • 96" • • 58.0 82.2 58.0 58.0 • 3S"• • • • USE LOWER VALUE OF DOOR OR SIDEUTE CAPACITY 36" 36" MAX. MAX. NOM. NOM. SINGLE SIDELITE DOOR WIDTH WiOTH a (X0) (Ox) 36" MAX. NOM. SIDEUTE WIDTH 36" 72" MAX. MAX. NOM. NOM. DOUBLE DOOR SIDELITE WIDTH WIDTH (XX0) (OXX) 36" 72' MAX. MAX. NOM. NOM. DOUBLE DOOR SIDELITE WIDTH WIDTH is in � ' / - 45' (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC- 21 9 01 36" 36" 36° MAX. MAX. MAX. NOM. NON. NON. SIDELITE SINGLE SIDEUTE WIDTH DOOR WIDTH WIDTH 41, (OXO) 36" 38" MAX. MAX. NOM. NOM. SINGLE SIDEUTE DOOR WIDTH WIDTH 36' 36" MAX. MAX. NOM. NOM. SIDELITE SINGLE WIDTH DOOR WIDTH - - - -'- - 45i mi (X00X) Engr: JAVAD AHMAD CM_ FLA. PE N 70592 C.A.N. 3'. 6 (115_ weepttin with M.0P1DTN VIR8° Ni. ppb.H.DM/ 2 of D•de` ,. C..M1 DI WI CN 5 0 0 m� € g i rc of 1 S [drawing no. [' [WO 2 -13 (sheet 2 of 61 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ♦ • • f • • • • • • • • • • • • • • • 1BY WOOD BUCK SEE NOTE - ON SHEET 1 EDGE DIST. ,EDGE b14T.. •'. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE #10 X 1-1/2° SELF DRILLING SCREWS AT 6- FROM CORNERS AND 12' O.C. #10 X 1-1/2" SELF DRILLING SCREWS AT 6' FROM CORNERS AND 12' O.C. ' CONCRETE., TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS EDGE GIST. TYPICAL ANCHORS SEE ELEVA!T�IONS • • • FOR SPVINC• • }• M TAL •• • • JJd a •. • • • • • • • • • • TYPICAL ANCHORS • • 0 DI ELSE ELEVATIONS • • OR SPACNG • • • • • w• • •' DA 1 a • • 11m• • • •• • • • ._ • • T.A. • • • • • • •• �CONCRVE, TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNIT@ POURED & HARDENED HIGH STRENGTH GROUT Pc - 3000 PSI MIN. NOT BY NEW AGE MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) .CONCRETE • 2BY WOOD BUCK OR 0 STRUCTURE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING °I MIANI-DADE COUNTY APPROVED 1 CLIPPED MULLION I I SEE SEPARATE NOA I I II I I. ■ .i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE SHEET 3.1 FOR TYPICAL ANCHORS DESCRIPTION Eng... JAVAD AMMO CDI FLA. PE 70582 C.A.N. 38 'wooer NYYIBYD as complying with tbo Plaids Duh1M{ Code Aupuaee No ! - 12 • OS CaplrB$M• Dote AMR ay\S4. l•`�. w Mimi Dodo Ceti R W/ SIDEUIES ~J' 0 8 Lo 0 S S RI S S 0 C 1 [ d awing no. W02-13 sheet 3 Df 6 L_ • • ••• • •• •• • • • • • • •• •• • • • • • ••• • • I • • • • • • • • • ••• • •• •• •• •• • • •• • • • • • • • • •. • TYPICAL ANCHORS: SEE ELEV. FOR SPACING - AT HEAD - — -- — — 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 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 THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4" MN. EMBED i14 SMS OR SELF TRIP I ING SCREWS 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) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) —ATSILL- ▪ 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. UI TRACON BY 'El CO' (Fu=177 KSI, Fy=155 K51) DIRECTLY INTO CONCRETE L1-1/4" MIN. EMBED ✓ — — — - AT JAMBS 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA UI TRACON BY 'ELCO' (Fu=I77 KSI. ry=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6053-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) L_ ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Yc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. J WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE MUST SUSTAIN LOADS IUPOSEO.90 GLAZING SYSTEM AND TRANSFER THEM � O � H � BUILDING 6!•RUC1 R ; • • • • • • • • (1' • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • • Engr, JAVAD AHMAD CML FLA. PE i 70592 C.A.N. 2015 U, ��� z Y eH ' L R a et 0 a a 0 VNODUCT kKVISCD .s complying with the forth BoldRAo.p N• 14-VA2Z Enptr.lb. Date It 0,117111 sy Ml.•1 Ws •11 Cease/ c 0 S S S 0 0 0 o w W Fl 2 A drawing no. W02-13 (sheet3.1ot Bi • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • 1/4" MAX. •. SHIM .' u #10 X 1-1/2' SELF DRILLING SCREWS AT 4" FROM CORNERS AND 22' O.C. 36" MAX. NOM. SIDELITE WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. SHIM 1BY WOOD BUCK SEE NOTE ON SHEET I' EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING a METAL STRUCTURE • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • 1/26 DIA, • • • • • • • TM 803 4LUSH 4BOLT • • • • • • • VI de BWTOM OF EACH L IN —ACTIVE LEAF •• • • • ••• •• • • • • • • • • • ••• • • •• • a• • 9 • • • • • • • #6 X 1/2" S.M.S. AT 12" O.C. FLUSH BOLT OPERATOR ON INACTIVE LEAF FLUSH BOLT OPERATOR ON ACTIVE LEAF EXTERIOR LEAF WIDTH 72 MAX. NOM. DOUBLE DOOR FRAME WIDTH 144" MAX. UNIT WIDTH EXTERIOR D.L. OPG. LEAF WIDTH FLUSH BOLT OPERATOR ON ACTIVE LEAF EXTERIOR ACTIVE LEAF 5 MANUAL FLUSH BOLTS AT TOP & BOTTOM SINGLE LEAF WIDTH MANUAL FLUSH BOLTS AT TOP & BOTTOM LEAF WIDTH 36" MAX. NOM. SINGLE 000R FRAME WIDTH Env: AAVAO AMMO 4ML FLA . t57380592 C.0. 62015 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING Al6•UCT hYVNWU a•obMg with B. Floral Boldlog Code 4engoaoee N• L[pinnw Dote MAW bode z I O 0 (305) 889-0710 to oc 0 0 Cl k ce o"3 z1%, 0 ^ I J It QZT G- -1 rnW Z^� sheet 4 of 6 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• • • • ••• 1: 0 .625 4.000 .062 1.500 I-- 2.006 FRAME HEAD I--1.SOD-y 4.000 3.500 FRAME JAMB --.499 1,922 PLASTIC CAP SS WASHER I--1.780 5/16' DNA. X 2.6' LONG SS ROD2.187 .115 41-° 1.94' 713SS VASHER 1111 RB X 3/4' SMS 4/ HINGE SS WASHER PLASTIC CAP HINGE .750 .062 2.031 4.000 -- FRAME SILL 2.250 1 .610 11 S•125 T F 17700 ASTRAGAL r-1.563- 3.500 .082 TYP. 875 8 II I DOOR LEAF HEAD & SILL 4.750 -.093 TYP. 1.749 L 4.000 DOOR LEAF STILE L ) E 094 A O6 1.062-1 .592 4.000 1.250 0. HEAD/SILL ANCHOR PLATE 555 .671 � ,�"-,.,1� t_ 87 .062 1.687 GLAZING INSERT 078 TOP. S 3.500 JAMB ANCHOR PLATE 1.281 .875 631--A HORIZ. MUNTIN r .250 .385 $ r 078 .500 I--1.688 3.5001I1I1111 POCKET FILLER •• • • •• ITEM I PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 0• • GAS-42�6 •1 FRAME HEAD • 6063-75 - • 1� • V-4 159 • 4 • 6 6 4E JAMI3, • 6063-15 - • 3 • 8A591 • • In FRAME SIR 6063-75 - • •4 • • GAH-4441 //•PANEL VC VD $OTTOM RAIL 8063-15 - 5 GAH-43578 2/ PANEL DOOR LEAF STILE 6063-7S - 6 GAS-42607 1/ PANEL ASTRAGAL 6063-15 - -�-�7 • 9 • GAS-41720 - GLAZING INSERT 6063-75 - � -• • • � •-• � • JNAB•ANCHOR PLATE (FULL LENGTH) 6083-16 ® ANCHOR LOCATIONS • 8A • -tY- • • J • • J • 6 HEAD/SAL ANCHOR PLATE (FULL LENGTH) 6063-16 ® ANCHOR LOCATIONS _� • • -i61 i • • • l • • POCKET F:LER 6063-15 - • • 10 • GA-1-41.18 A/ FANEL• ( • 6063-T6 - 11 GAS-41721 AS REDD. MUNTIN 6063-75 - 1 2 AS REDO. ROLL FORMED GLAZING BEAD ALUMINUM - 1 3 - AS REDO. ASSEMBLY SCREWS - #10 X 1" SMS 14 - 4/ PANEL SUPPORT PLATE (1.5" X 2.5" X .2501 NYLON - 15 - 4/ PANEL 3/8" LOCKNUT PLATED STEEL - 1 6 - 2/ PANEL 3/8" THREADED ROD STEEL - 17 FP-389A - BULB WEATHERSTRIPPING VINYL - 1 B FP-511 - BULB WEATHERSTRIPPING VINYL - SEALANTS: USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SEAMS, FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR. HINGES: 6-3/8" LONG BUTT HINGES, AT 1-3/8" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: 1/2" OIA. CONCEALED THROW BOLT 'TM 803' MANUALLY OPERATED WITH LEVERS AT 7-1/2' FROM TOP & BOTTOM OF EACH ACTIVE/INACTNE LEAF LOCK STILE. STEEL DEAD BOLT LOCK 'KWIKSET' KEY OPERATED ON EXTERIOR & THUMB TURN ON INTERIOR AT 44-1/2" FROM BOTTOM AT ACTIVE LEAF BRUSHED BRASS LEVER TYPE HANDLE '200 DNL DORREAN PASSAGE' AT 39" FROM BOTTOM ON INTERIOR AND EXTERIOR OF EACH LEAF Engr. JAVAD AMAMI CML FLA. PE Y 70592 CAN 3538 6 2015 OOR W/ SIDELITES) 0 J h 9 2 3N U rc 2 7, ~DUCT kr WISED �+ u complying with No r..th o Bolding Code �� 0"a Mcopauco Na Eaplcotion Daleaiticil ,.w OJT.,°'°f .11 S 9 S 8 0 hdul &OM drowing no. W02-13 (sheet 5 of 6j • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • ••• BOLT GUIDE 1-1/2' X 1-1/2' X 1/8' ALUM ANGLE, 1-3/8' LONG 1110 X 1/2' SMS LEAF TOP/BOTTOM CORNER GLAZING INSERT CORNER MUNTIN CORNER • • • • • 13 • • • • • • •• • • •• • • • \ • • • • • • • SIDELITE CORNER SIDELITE BOTTOM CORNER •• • • • • • • • •• • • • • •• FRAME TOP CORNER DOOR BOTTOM CORNER Engr: JAVAD ANNA0 CML RA PE 0 70292 C.A.N. 3SB8 5 2 05 ALUM OUT -SWING DO fROYUCr kJVNCD r t••pyle f with the Flab Mope.. Ne / 22 •0 LaDue I lY•tt11 Dula erefleel CeNnll B D T n 3 0 g B E tvl 3 drawing no. W02-13 (sheet 6 of 6 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors Corp. 7196 NW 77 Terr Medley, FL 33166 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. eri "IIRW-300" Aluminui MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Skeet, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy in Window — N.I. APPROVAL DOCUMENT: Drawing No. W99-80, titled "Series HRW-300 Alum Heriz. RoTling.Wdw. (N.I.)", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/30/99! with rev4iun: )! dated 08/08/14, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade at4itt Produtt Control Revision stamp with the Notice of Acceptance number and expiration date by Me VIrami-Dade'County • Product Control Section. ." ' .... . MISSILE IMPACT RATING: None .. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name'tr logo, City; state, model/series, and following statement: "Miami -Dade County Product Control Ap13rMd:, unless ofhenvise •noted herein. • RENEWAL of this NOA shall be considered after a renewal application has beerf fled $rid then ha5, been . • no change in the applicable building code negatively affecting the performance of this product. '.: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0521.12 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 Mann MIAMI•DADE COUNTY APPROVED NOA No. 14-0822.09 Expiration Date: December 14, 2018 Approval Date: December 04, 2014 Page 1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W99-80 titled "Series HRW-300 Alum Horiz. Rolling Wdw. (N.I.)", sheets 1 through 6 of 6, dated 11/30/99, with revision I dated 08/08/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 202-94 2) Uniform Static Air Pressure Test, 202-94 3) Water Resistance Test, 202-94 4) Forced Entry Test, 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5670, dated 08/08/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08-0926.11) 2. Test reports on: 1) Air Infiltration Test, 202-94 2) Uniform Static Air Pressure Test, 202-94 3) Water Resistance Test, 202-94 4) Forced Entry Test, 202-94 '.... • along with marked -up drawings and installation diagram of an. aluminum hofilontal sliding window, prepared by Fenestration Testing Laboratory, Itte:Ttst Reptfts No. FTL-2409, FTL-2412 and FTL-2413, all dated 11/17/99, witnessed by lose D.• Mitrani, P.E. and Aldo P. Gonzales, P.E. , signed and sealed by AI'P. GgntalIs,P.E. • (Submitted under NOA# 00-0519.02) .... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compiling with FIZZ:". Edition (2014), updated on August 6, 2014, prepared by Al -Farm Qorporkj,on,. 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. None. E-1 •. .. ManuelP Product Contr Exa iner NOA No. 4-0 2.09 Expiration Date: December 14, 2018 Approval Date: December 04, 2014 .• • • • • . • . New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated August 6, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 13-0521.12, issued to New Age Windows & Doors Corp. for their Series I1RW-300 Aluminum Horizontal Sliding Glass Window, approved on 08/01/13 and expiring on 12/14/18. • • • . . .. • • ••.• • • ...• . • .. • • •... • • • • • .• •. • • • • • • • • • • • • . • • ••• •• • • • • • • • •• • • •• • • • • •. • . • • •• • • • • • ManuefPe Product Control xami r NOA No. 1 .09 Expiration Date: December 14, 2018 Approval Date: December 04, 2014 E-2 • • ro FALSE MUN1INS (SURFACE APPUEO) MAY 8E USED 74" WINDOW WIDTH 9" MAX. HEAD/SILL (A� 1 1 1 11 1 6" MAX. 0 0 1 u T 34 1/8" 1 r I I 33 3/4" HEAD/SILL CORNERS D.L OPG. 37 1/8" VENT WIDTH D.L. OPG. DAYUTE OPENINGS; DLO WDTH WINDOW WIDTH - 6.125 (FIXED & VENT) 2 DLO HEIGHT = WINDOW HEIGHT - 4.562 (FIXED LITE) WINDOW HEIGHT - 5.938 (VENT.) SERIES HRW-300 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MAW-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 0 A 3 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" WINDOW WIDTH 9" MAX. HEAD/SILL i II (". 0 p . II ___JL___ -7r--- II II li - I� 11 J --II II II II 11 I- 41/ 11 1 - I 1, II \ N II' II O p - - II -__L___ ---Ir--- .I 7,7_,71I �II�, = II I I n n TYPICAL ELEVATIONS 1 1 1 24 1/2" 6' MAX. HEAD/SILL CORNERS — 1 I 1 1 52 1/4" D.L OPG. 27 5/8" VENT WIDTH BEDDING COMPOUND -PROTECT 1 R1V SILICONE ACRYL-R SM 5555 SEALANT ROLL FORMED ALUM GLAZING BEAD 3/16' ANN. GLASS OR 3/16" TEMP. GLASS •• ••• • • • • • • • • •.W •• • • • • • R • • • • • • •29I • • • • •• •••vne• •L� •• '1 AL' Altk ',N • ... � • • a �;4,:;1�1E1 y • ‚!• • • 2 • • ••• • b S ••• • x • • ••• D.L. OPG. 1 1 In 24 1/2" D.L. OPG. 27 5/8" VENT WIDTH DAYL TE OPENINGS' DLO WIDTH - WINDOW WIOTH - 9.750 2 (FIXED LITE) = WINDOW WIDTH - 9.750 (VENT) 4 DLO HEIGHT = WINDOW HEIGHT - 4.562 (FIX. LITE) WINDOW HEIGHT - 5.935 (VENT.) LNG COMPOUND PROJECT 1 RN SILICONE •OR 5LRYL-R 5M 5555 SEALANT GLAZING DETAIL ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 'O INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. L(U1! O 1-1 11 � a Oos a�. itC 8; abh 8423 cqa- ;,co I s Engr•. UAVAI/ AHMAD CIVIL MrsPE 592 PRODUCT REVISED na complying with the Florida Building Codc _ ?.Q� Accc lance No ,.i. Dole DT:TTaiL •0/8 Hy Dade Product Cw n 0 8 5 8 5 0 ti a § drawing no. W99-80j b (sheet I of 6 DESIGN LOAD CAPACITY - PSE (XO OR OX SIZES) WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE 'B' A E/18" ANN. CLASS 3/18" TEMP. GLASS 3/16" TEMP. CLASS WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) ANT.(-) 26-1/2' 37' 53-1/8' 74' 26" (3) 3 70.0 125,0 70.0 210.0 70.0 210.0 4 70.0 120.2 70.0 153.9 70.0 153.9 6 70.0 86.6 70.0 110.8 70.0 110.8 8 70.0 86.6 70.0 110.8 70.0 110.8 26-1/2' 37' 53-1/8' 74" 38-3/8' (4) 3 70.0 125.0 70.0 194.8 70.0 194.8 4 70.0 110.8 70.0 141.5 70.0 141.5 6 70.0 79.0 70.0 101.1 70.0 101.1 8 54.9 54.9 70.0 70.3 70.0 70.3 26-1/2' 37' 53-1/8' 74' 50-5/8' (6) 3 70.0 125.0 70.0 158.0 70.0 186.1 4 70,0 102.7 70.0 121.0 70.0 131.2 6 70.0 75.4 70.0 94.4 70.0 96.3 8 54.7 54.7 70.0 70.0 70.0 70.0 26-1/2' 37' 53-1/8' 74" 63" (6) 3 70.0 121.0 70.0 121.0 70.0 151.5 4 70.0 91.1 70.0 91.2 700 114.1 6 60.7 60.7 69.1 69.1 70.0 86.4 8 47.1. 47.1 55.9 55.9 70.0 70.0 24' 36' 46' 60' 72' 24" (3) 3 70.0 125.0 70.0 210.0 70.0 210.0 4 70.0 124.3 70.0 159.0 70.0 159.0 5 70.0 95.5 70.0 122.2 70.0 122.2 7 70.0 95.5 70.0 122.2 70.0 122.2 8 70.0 95.5 70.0 122.2 70.0 122.2 24' 36' ' 48' 60' 72' 36" (4) 3 70.0 125.0 70.0 210.0 70.0 210.0 4 70.0 , 115.9 , 70.0 148.0 70.0 148.0 5 70.0 88.7 70.0 113.5 70.0 113.5 7 68.9 68.9 70.0 88.2 70.0 88.2 8 59.0 59.0 70.0 75.6 70.0 75.6 24' 36' 48' 60' 72" 48" (5) 3 70.0 125.0 70.0 183.6 70.0 210.0 4 70.0. 106.7. - 70.0 132.7 700 136.3 5 70.0 • 83.1 70.0 106.1 70.0 106.1 7 68.9 68.9 70.0 88.2 70.0 88.2 8 56.4 56.4 70.0 72.1 70.0 72.1 24' 36" 48' 60' 72' 60' (6) 3 70.0 125.0 70.0 139.9 700 175.1 4 70.0 98.6 70.0 99.2 70.0 124.1 5 70.0 74.6 70.0 79.4 70.0 99.3 7 55.8 55.8 68.1 68,1 70.0 82.7 8 50.9 50.9 01.2. 61.2 70.0 72.1 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSE (XOX SIZES) WINDOW DIMS. A ANCHORS TYPE 'A' 8/16' ANN. CLASS 3/16" TEMP. CUSS WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) 74" 8 70.0 86.7 70.0 86.7 106-1/4' 28" 12 70.0 86.6 70.0 86.6 111' (3) 12 70.0 86.6 70.0 86.6 74' 8 70.0 86.7 70.0 88.7 106-1/4' 36-3/8' 12 57.7 57.7 57.7 57.7 111' (4) 12 55.0 55.0 55.0 53.0 74" 8 70.0 80.3 70.0 80.3 106-1/4' 50-5/8' 12 57.7 57.7 57.7 57.7 111' (6) 12 55.0 55.0 55.0 55.0 74" 8 59.8 69.8 70.0 72.5 106-1/4" 63 12 47.7 47.7 56.5 56.5 111" (6) 12 47,1 47.1 55.0 55.0 72' 8 70.0 95.5 70.0 95.5 84" 24" 9 70.0 95.5 70.0 95.5 96' (3) 11 70.0 95.5 70.0 95.5 108" 12 70.0 95.5 70.0 95.5 72" 8 70.0 89.5 70.0 89.5 84' 36" 9 70.0 75.0 70.0 73.0 96" (4) 11 64.8 64.6 64.6 64.6 108' 12 59.0 59.0 59.0 59.0 72' 8 70.0 83.6 70.0 83.6 84" 48' 9 70.0 74.6 70.0 74.6 96' (5) 11 64.6 64.6 64.6 64.6 108' 12 56.7 56.7 56.7 56.7 72" 8 70.0 75.8 70.0 78.3 84" 60' 9 59.9 59.9 68.7 68.7 96" (6) 11 53.6 53.6 62.0 62.0 108' 12 50.9 50.9 56.7-. 557 A = NO. OF ANCHORS PER HEAD & SILL = NO. OF ANCHORS PER JAMB (1/3W) (1/3W) (1/3W) -0 a • •(1PEFd11N18 WWII" TO BC 1/33 01•THE WINDOW WIDTH • • • • • • • • • • • •• • •• • ••• • •• • • NOTE: • • GLASS CAPACITIES ON THIS SHEET AF° • BASED ON ASTM E1300-09 (3 SEC. 4C{IsTS) I • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • •• • • • •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A ANCHORS TYPE 'A' 9/1.6" ANN. WASS AT VENTS AND FIX. LITE 8/I6A' AWN, CLASS T VENTS 3/18' TEMP. GLASS AT VENTS AND FIX. LATE 3/18" TEMP. CLASS AT FIX" LITE WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) EXT.(+) ANT.(-) 74' 106-1/4' 111' 26 (3) 8 70.0 111.2 70.0 111.2 70.0 111.2 12 70.0 80.5 70.0 95.3 70.0 95.3 12 70.0 77.2 70.0 94.0 70.0 94.0 74' 106-1/4" 111' 38-3/8" a 8 70.0 84.9 59.8 70.0 70.0 89.5 72.3 70.0 89.5 12 59.8 70.0 72.3 12 56.6 56.6 70.0 70.6 70.0 70.8 74' 106-1/4" 111' 50-5/e' (6) 8 64.5 64.5 70.0 75.9 70.0 75.9 12 48.5 48.5 62.4 62.4 82.4 62.4 112 47.1 47.1 62,4 62.4 62.4 82.4 74' 105-1/4' 111' 63 (6) 6 47.9 47.9 68.2 68.2 66.2 68.2 12 41.0 41.0 56.1 56.1 56.1 56.1 12 39.6 39.6 55.0 55.0 55.0 55.0 72' 84' 96' 108' 24" (3) 8 70.0 115.9 70.0 118.9 70.0 118.9 9 70.0 110.7 70.0 110.7 70.0 110.7 11 70.0 101.1 70.0 105.5 70.0 105.5 12• 70.0 91.0 70.0 ' 101.9 70.0 101.9 72" 84' 96' 108' 36" (4) 8 70.0 91.9 70.0 92.3 70.0 92.3 9 70.0 80.9 70.0 87.7 70.0 87.7 11 70.0 70.1 70.0 79.5 70.0 79.5 12 60.4 60.4 70.0 74.3 70.0 74.3 72' 84' 96' 108' 48' (5) 8 70,0 70.0 70.0 79.6 70.0 79.6 9 62.6 62.8 70.0 74.7 70.0 74.7 11 54.7 54.7 66.6 66.6 66.6 68.6 12 50.6 50.6 65.6 65.6 65.6 65.6 72" '84' 96" 108" 60" (6) 8 51.8 51.6 70.0 71.0 70.0 71.0 ' 9 49.2 44.2 ' 64.3 ' 64.3 '' 64.3 64.3 11 46.0 46.0 60.3 60.3 60.3 60.3 12 42.1 42.f 58.1 58.1 58.1 58.1 A = NO. OF ANCHORS PER HEAD & SILL = NO. OF ANCHORS PER JAMB (1 /4W) (1/2W) (1/4w) o- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL. FOR S .•SILL.:('t10 RIS01)•LIIjIr XTERIOR(+) LOADS TO 56.7 PSF SEE DETAIL OWSHEET ••3� • S S • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + •• •• • • • • • • • • • ••• • • • • • • ♦ • • •• •• Env: JAVAD AHMAD CML FAA PE 8170592 • 14 PRODUCT' REVISED as complying with the Plaridit Building Code Aceeplmicc No Exx4rati6n Date - By Mi ade Product ml 0 2 N "0 B a 8 g A Ci A A S u 0 8 8 8 S as C Si 1 1 drawing no. W99-80 (sheet 2 of 6j TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES 'NOT BY NEW AGE •. a4• a F. 0 1BY OR 28Y WOOD BUCK 0 SEALANT 1/16' X 2-3/4" RISER ADHERED TO SILL WITH SILICONE SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • TYPICAL•er1ORS • SEE ELEV. FOR SPACING ••• • • SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SEALANT TYP. EDGE DIST. IIu --J IliT7 i , 14 N METAL STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1 /4" DIAL UI TRACON BY 'ELCO' (Fe-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 18Y OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" TENS OR SELF DRILLING SCREWS (GRADE 5 CRS) INFO 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 SELF DRILL ING S(1RFWS INTO MIAMI—DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE SJICQNE Si.4NT BY MACKLANDURG—DUNCAN. 1E1PILES: • • • V.'1-15416" X 1/4" WEEPHOLES AT 5" FROM EACH END OF FRAME • • \ 2 s 144, DIA. WEEPHOLES AT 6" FROM ENDS & 20" O.C. MAX. • • • • • • • • • • • • • • c • s • •• • - • • WOOD BU& ANil°METAL STRUCTURE NOT BY NEW ACE MUSTS IN LADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr. JAVAD AMAAD CIVIL FIA PE / 70592 CA.N. 3538 Of4 MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPE 'B' AT FRAME HEAD ONLY 5/16" DIA. ULIRACON BY 'F1 CO' (Foul77 1(51, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 18Y OR 28Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ea . 'ration Date L3 Product etre 0 to a1 a. 0 3 8 S 6 0 n 0 3 1 0 f3 6 R n 0 S 8 M 8 B 2 S • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• la N drawing no. W99-80 sheet 3 of 6 SPRING LOADED LATCHES AT 7-1/2" FROM TOP do BOTTOM VENT WIDTH 1 /4° SHIM MAX. AL. STRUCTMETURE -----SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING O \� SWEEP LATCH AT MIDSPAN (OPTIONAL TO SPRING LOADED LATCH) IN FRAME SILL BELOW FIXED RAIL EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE SWEEP LATCH AT MIDSPAN MIAMI-DADE COUNTY • . ••• • AVR.O PPE M UON • • • • • bri3 IN,•THI� • • • • • • • • • • •• ••• • ••• • • • • • • • • •• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • a • •• •• ••• • • • ••• • • 1/4" MAX. SHIMS • 1BY OR 2BY WOOD BUCKS ° TYPICAL ANCHORS SEE ELEV. ° FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS P. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engn JAVAD AHMAD CML FLA. PE jl 70592 C.A.M 353a 4 PRODUCE REVISED ns complying with the Plafda Building Code A Acceptance No irnlion Date By Mlam 8 s 0 r 8 U 0 8 8 8 8 0 8 0 0 8 8 2 R 8 0 5 drawing no. W99-80 sheet 4 of 6 1.374 .438 .062 T 1.125 --1.1b4 J FRAME HEAD FRAME SILL VENT LATCH .308 SILL TRACK .062 -1 .813 �+ FRAME JAMB JAMB STILE MEETING RAIL r10391 487 1.125 .612 I VENT TOP/BOTTOM RAIL .499 FIXED MTG. RAIL ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE./SUPPLER/REMARKS 1 4386 1 FRAME HEAD 6063-116 - 2 NAS-101 1 FRAME SILL 6063-T6 - 3 4333 2 FRAME JAMB 6063-76 - 4 4331 1/ VENT FIXED RAIL 6083-T6 - 5 BA-4638 1/ VENT VENT MEETING RAIL 6063-T5 - 6 0A-4425 2/ VENT TOP AND BOTTOM RAIL 8063-T5 - 7 43907 1/ VENT JAMB STILE 6083-T6 - 8 069 AS READ. GLAZING BEAD ALUMINUM ROLL FORMED 9 #10 X 1' AS RECD. FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 10 #8 X 2-1/2' 2 FIX. RAIL SILL SCREWS (SILL END) - P.H. PHILLIPS SMS 11 - A5 RECD. VENT JAMB RAIL W'STRIPPING VIN'L 1/4" DIA. BULB 12 W-3331 AS READ. WEATHERSTRIPPING - PILE MN PLASTIC FIN 13 - AS REDD. WEATHERSTRIPPING '. - PILE WITH PLASTIC FIN 14 - AS READ. FIN SEAL WEATHERSTRIPPING - - 15 MAW-45 1/ WEEP BAFFLE NYLON - 16 #8 X 3/4' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHLUPS SMS 17 - - ADHESIVE RACK CLOSED CELL FOAM - 1/2" X 5/8' X 2-3/16' LONG 18 NAW-46 2/ VENT VENT ROLLER HOUSING & GLADE NYLON AT EACH END 19. 1801 2/ VENT VENT ROLLER/WHEEL ST. STEEL - 20 4332 1 SILL TRACK INSERT 6063-T5 - 21 44300 2/ VENT VENT LATCH 6063-T6 AT 7-1/2" FROM ENDS 22 SP-27A 1/ LATCH VENT LATCH SPRING ST. STEEL - 23 - AS REDO. FIX. RAIL REINFORCING ANGLE, FULL LENGTH ALUMINUM 1" X 1 -1/2" X 1/8" 24 #10 X 3/4" AS REDD. RUNE. ANGLE SCREWS AT 10" O.C. 5T. STEEL TRUSS HEAD SELF DRILLING •• • • • • • • • • •• • • • • •. • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • Engr. JAVAD AHMAD CML FLA. PE 70592 C A.N. 538 014 PRODUCT REVISED As complying with the Fbride Bulldlns Code Acceptance No BXOiralion Dote 22 0 v S oR 0 drawing no. W99-80 sheet 5 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • VENT TOP/BOTTOM CORNERS • • •• • • •• • • • •• • • i • • • • • • • • • • -�• • • • • •• • • • • • • ••• • • ••• FIXED MTC, RAIL CORNER • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • •• FRAME TOP CORNER FRAME 6OTTQM CORNER Enyr JAVAD AHMAU COAL RA. PE i 70592 CA.N. 35 e '4 PRODUCE REVISED as complying with the Florida Building Code Accept Expiration mhca No iC E4� Expiration Dale i By c Product Control z 1 81 0' Kr) 8 Qn<g Ootzirci <W 20 T0 0 v O i 3 ' °W E2 O W,, al— in Z = o az� x po tp J v aim, COMP-ANL\W99-80NA a 9 0 0 drawing no. W99-80 (sheet 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corp. 7450 NW 415t Street Miami, FL 33166 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 requirenietifs 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: Aluminum Fixed Window — N.I. MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 ,vww.minmidade.gov/economy .... . • . • • • • PPROVAL DOCUMENT: Drawing No. W97-11, titled "Aluminum Fixed Win‘la.(11I.)", e s through 5 of 5, dated 06/24/97, with revision F dated 05/29/14, prepared by Al-Faropg, gmporation, 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 Produot.Eentrol Section,' MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's nom,p, 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 died sand thel'd IA been* no change in the applicable building code negatively affecting the performance of this product. • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0503.02 and consists of this page 1 and evidence pages E-land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . �Jr tif 10\6, NOA No. 14-0728.06 Expiration Date: September 17, 2017 Approval Date: October 16, 2014 Page 1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2, Drawing No W97-11, titled "Aluminum Fixed Window (N.I.)", sheets 1 through 5 of 5, dated 06/24/97, with revision F dated 05/29/14, prepared by AI-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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-5379, dated 09/05/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.07-0713.01) 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. .... HETI-97-1096 and HETI-97-1097, dated 05/06/97, both signed ndssealed byl'ector . ••• M. Medina, P.E. .. •. •.. ..• . • (Submitted under NOA No.99-0629.01) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 •... • •• 2) Uniform Static Air Pressure Test, Loading per.SVIIC PA 77Z--94 3) Water Resistance Test, per SFBC, PA 202-94 . • • • • • 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202--94 . • • • along with marked -up drawings and installation diagram of aluurm ti i fixed windows, prepared by Fenestration Testing Lab., Inc., Test Report No. F'L-1.162, dated• • • 06/01/95, signed and sealed by Yamil Kuri, P.E. • • • • (Submitted under NOA No.95-0630.06) •' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated May 30, 2014, 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) `g . Manuel Prre , P.E. Product Control Extiminer • NOA No. 14-0728.06 Expiration Date: September 17, 2017 Approval Date: October 16, 2014 E-1 . . . . . • . . • . Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated May 28, 2014, issued by Al-Farood Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5379, issued by Fenestration Testing Lab., Inc., dated 09/05/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.07-0713.01) 3. Laboratory compliance letter for Test Reports No. HETI-97-1096 and HETI-97-1097, issued by Hurricane Engineering & Testing, Inc., dated 05/06/97, both signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No.99-0629.01) 4. Laboratory compliance letter for Test Report No. FTL-1162, issued by Fenestration Testing Lab., Inc., dated 06/01/95, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No.95-0630.06) .... . . .... • G. OTHERS •• • • •"• 1. Notice of Acceptance No. 12-0503.02, issued to Gopi Glass Sales &'ServiceArofp. for their "AIuminum Fixed Window— N. I.", approved on 08/02%Mnd expirinon 09/17/17. E-2 . . .... . . • • . ..• .. •.•• a • . • • • • • • • • • •• . . •. • • .. • ... . • . .• Ma nu el -Perez,'+. P.E. Product Control Exaiy finer NOA Noy 1-4-0728.tl6 Expiration Date: September 17, 2017 Approval Date: October 16, 2014 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-541' Edition (2014), and of no financial interest, dated May 28, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5379, issued by Fenestration Testing Lab., Inc., dated 09/05/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.07-0713.01) 3. Laboratory compliance letter for Test Reports No. HETI-97-1096 and HETI-97-1097, issued by Hurricane Engineering & Testing, Inc., dated 05/06/97, both signed and sealed by Hector M. Medina, P.E. (Submitted under .NOA No.99-0629.01) 4. Laboratory compliance letter for Test Report No. FTL-1162, issued by Fenestration Testing Lab., Inc., dated 06/01/95, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No.95-0630.06) .... . • .. .• ... G... OTHERS . • 1. Notice of Acceptance No. 12-0503.02, issued to Gopi Glass Sales F. Servicet'Coi'p. for their "Aluminum Fixed Window— N. I.", approved on 08/02/1 nd exjiriag on 09/17/17. ' • .... E-2 • .. .. .... • • • . I . • • . .. . ... • . • • . Manuel-Perez,P.E. Product Control Exapiiner NOA N0:-0728.06 Expiration Date: September 17, 2017 Approval Date: October 16, 2014 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • • • •• • • • •• • • ••• •• • • • • • •• • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PEP WINDOW DIMS. 3/18" ANN. GLASS 1/4" ANN. GLASS 3/18" TEMP. GLASS WIDTH LENGTH EXT.(+) ANT.(-) EXT.(4) INT.(-) EXT,(+) INT.(-) 19-1/8" 77,9 77.9 120.5 120.6 133.3 183.9 26-1/2" 57.3 57.3 88.7 88.7 133.3 138.8 32' 57.3 57.3 88.7 88.7 133.3 138.E 37' 26" 57.3 57.3 88.7 88.7 131.9 131.9 42' (3) ' 57.3 57.3 84.1 84.1 123.9 123.9 48" 57.3 57.3 79.7 79.7 117.3 117.3 53-1/8" 56.8 56.8 76.9 76.9 113.3 113.3 19-1/8" 77.7 77.7 105.2 105.2 133.3 154.9 26-1/2" 56.2 56.2 87.0 87.0 128.2 128.2 32' 46.6 46.6 72.1 72.1 112.8 112.8 37' 38-3/8" 40.3 40.3 82.3 62.3 97.6 97.6 42" (4) 38.8 38.8 60.1 50.1 94.1 94.1 48- 38.8 38.8 60.1 60.1 94.1 94.1 53-1/8" 38.8 38.8 60.1 50.1 90.7 90.7 19-1/5" 72.0 72.0 97.4 97.4 133.3 143.4 26-1/2" 56.2 56.2 77.2 77.2 113.7 113.7 32" 46.6 46.6 69.0 69.0 101.6 101.6 37' 50-5/6" 40.3 40.3 62.3 62.3 94.7 94.7 42" (5) 35.5 35.5 54.9 54.9 85.9 85.9 48" 31.0 31.0 48.0 48.0 75.2 75.2 53-1/8' 29.4 29.4 45.6 45.6 71.3 71.3 19-1/8" 68.8 68.8 93.1 93.1 133.3 137.1 26-1/2' 53.3 53.3 72.2 72.2 106.3 106.3 32. 46.6 46.6 63.3 63.3 . 93.2 93.2 37' 63' 40.3 40.3 57.8 57.8 85.1 85.1 42" (6) 35.5 35.5 53.9 53.9 79.4 79.4 48" - - 48.0 48.0 74.9 74.9 53-1/8" - - 43.4 43.4 68.0 68.0 19-1/8" 67.0 67.0 90.6 90.6 133.3 133.5 26-1/2' 51.3 51.3 69.4 69.4 102.2 102.2 32' 39.6 39.6 54.8 54.8 88.6 88.6 37" 74-1/4" 35.8 35.8 46.8 46.8 80.1 80.1 42" (7) - - 43.8 43.8 73.8 73.8 48' - - 42.0 42.0 68.5 65.5 53-1/8" - - - - 65.2 65.2 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS AT LONGER SIDES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). DESIGN LOAD CAPACITY - PSI, 3/18" ANN. .11/4" e1111.• 3/l0f TEMP. WINDOW DIMS. GLASS • S}LA* •U.A •ss • • WIDTH LENGTH EXT.(+) INT.(-) XT.l1) 4NggT.4-) •EXT.(•�I W�(-)) 36" 24' •9 .4 • 9 .4 133.3 • 13399• - 61.7 61.7 48" (2) * 61.7 61.7 83.9 83.9 123.6 123.6 60' 57.9 57.9 78.7 78.7 115.8 115.8 24" 61.7 61.7 94.4 • • 9004 5 1331 1•910 36" 36" 41.1 41.1 64.1 5 661• • 1161.3 • 04 48" (3) 41.1 41.1 64.1 • 6401 • 9•.9 a 080 60" 41.1 41.1 59.Q• it 5:9 : 81.i • :6.4 24" 61.7 61.7 83.9 83.9 , 123.8 123.8 36" 48' 41.1 41.1 64.1 64.1 98.9 98.9 48" (4) 30.8 30.8 48.0 48.0 75.2 75.2 50" - - 48.0 48.0 75.2 75.2 24" 57.9 57.9 78.7 78.7 115.8 115.8 36" 60" 41.1 41.1 59.9 59.9 88.3 88.3 45' (5) - - 48.0 48.0 75.2 75.2 60" - - 38.4 38.4 60.2 60.2 24' 55.6 55.6 75.5 75.5 111.2 111.2 36" 72' 37.6 37.6 49.8 49.8 82.4 82.4 48" (8) - - 43.8 43.8 69.5 89.5 60" - - - - 60.2 80.2 24" 54.0 54.0 73.4 73.4 108.1 108.1 36" 84" - - 42.1 42.1 78.6 78.6 48" (7) - - - - 84.9 64.9 24" 52.9 52.9 71.9 71.9 105.9 105.9 36" 96" - - 38.1 38.1 76.0 76.0 48' (8) - - - - 81.8 61.8 24' 108' 52.1 52.1 70.8 70.8 104.3 104.3 36" (9) - - - - 74.1 74.1 24' 120' - - 65.4 65.4 103.0 103.0 36" (10) - - - - 72.7 72.7 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS AT LONGER SIDES • ••• • •• • • ••• •• NOTE. WIDTH AND LENGTH DIMENSIONS CAN OE ORIENTED VERTICALLY 011 HORIZONTALLY AS SHOWN ABOVE. W ••• SILICONE r-SILICONE 3/16" ANN. GLASS OR -1/4" ANN. GLASS OR 3/16" TEMP. GLASS GLAZING DETAIL INSIDE GLAZED WOW. 3/16" ANN. GLASS OR 1/4" ANN. GLASS OR 3/16" TEMP. GLASS SILICONE GLAZING DETAIL OUTSIDE GLAZED WDIY. N Engr: JAVAO AHMAO CML MA PE 6 70592 C.A.N. 353d 2111 PRODUCT REVISED as complying with Ilia Fiodda Duilding Code Acceptance 1,40 TO 26.06 1`.tpl ration Dale ti< By L±" J. MiantiDadc Product Control --• z FAX. (305) A77-0992 0 S 0 V s. ti drawing no. W97-11 sheet 2of 5 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • 3 WINDOW 1 WIDTH L 0 3 WINDOW WIDTH L J WINDOW WIDTH F i WINDOW WIDTH VANDOW WIDTH WINDOW WIDTH WINDOW WIDTH I, WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ▪ FAL6i MUNT1NS (o1RFACj BF.PUEO) • • • •_ • • • •• • • • •• • • • • • • • • • •• • • • • • ••• •• ALUMINUM FIXED IVINDOw DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH io �0 Yr 4- 12" MAX. HEAD/SILL TYPICAL ELEVATION 6" MAX. HEAD/SILL CORNERS WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. COMP-ANL\W97-11GG-N) 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Engr: JAVAD AHAMD CML CIA PE I' 70592 CAM 353P, i1N0►42t PRODUCT REVISED u oxnplying with the Florida Building Codc cceptonce No .I ti'7 : Mion Dole vti By II/)Y'L M191n(Dodc Product Control" it .... Z F. (305) 477-0992 0 F A la S IV R IV U1 drawing no. W97-11 (sheet 1 of 5 ) • •• • • • • • • • ••. • • • • •• •• • • ••• • •• • • • • • • • • ••• • •• • • • •• • •• • • • • .•• WOOD BUCK z 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS, FOR SPACING • • • • MEN • STRUCTURE • TYPICAL ANCHORS • • • • ••SEE EL•S•OR SPACIN • •• • • •• • • • .i • 1 t I I tl 0 -; = -� • • 1 • • • • • • • • • • • • •• • • • • i MIAMI—DRDE C•UNW APPROVE• I • • • I MULLION do MILLION ANCHORS I • • SEE KOMATE NDA TYPICAL ANCHORS SEE ELEV. FOR SPACING INSIDE GLAZED WINDOW OUTSIDE GLAZED WINDOW • •/TYPICAL $CHARS••• • SEE ELEV. FOR SPACING c WOOD BUCKS AND METAL STRUCTURE NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DLA ULTRACON BY 'ELCO' (Fo-177 Rsl, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2'. MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 112 SELF DRILLING SCREWS (GRADE 4 cRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy a 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 = 1-7/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1's = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fin - 2000 PSI MIN. SEALANTS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Engr: JAVAD AHIAAD CM. FLA. PE 70592 0..N 3538 2(14 PRODUCT RRV ISED a3 complying with the Pl3dde Building Code Acwpinose Nua 0, P.virelion Dole" Miami/Dade Product Controlj.r k7 ED WINDOW (N.I.) ALUMINUM Fl z O 62 O a_ OQC o43 (SNP 00 11 4 a V B 0 e drawing no. W97-11 [sheet 3of 5 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •.•• •• • •• • • •• •• • •• •• •• • • • • • • •• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4' MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS • • • • • • • • • • • • • • • • • • • • • f.'FICAL *NCHO% • • • • • • •/—SEE•ELEV. • • • MICA-D.ADE COUNTY • N 4FCR•SPACING • • • • SI'PR,D CUPPED MULUON ••• • • • • • • SFE SEPARATE NOA EXTERIOR D.L. OPG. WINDOW WIDTH ..•.. • • • •• • • • •• •,, • ...i_ • • •9. • • • • • • • • • o\ I BY WOOD BUCKS 1/4' MAX. INSIDE GLAZED WINDOW D.L. OPG. EXTERIOR WINDOW WIDTH OUTSIDE GLAZED WINDOW 1/4' SHIM MAX. K CTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING II II EXTERIOR WINDOW WIDTH WINDOW IYIDTH Enge. JAW AMMAD CML PIA PE f 70502 CAN. 3530 ti 4214 PRODUCT (REVISED :S complying with the Florida Nodding Code • Actct tenco No I Oe Bx itolim Dute 1', u7 lControl- Minns, Me Product \ (NJ•) 0 a �O A S I S H H 0 C drawing no. W97-11 (sheet 4 of 5 • • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • r 1.875-1 .062 .328 E--- 1.328 .062 O FRAME I.G. WINDOW 1.875 —I r.062 T1P l a .812 .812 O FRAME 0.G. WINDOW .500 .500 • GLAZING STOP • • • • • • • • a •• • • • • • • • • • • ITEM PART I QUANTITY DESCRIPTION MATERIAL MANP./SUPPIJER/REMARKS 2 •3 • • • • • • • 4 ♦• • 4• • • • • • • • WINDOW FRAME (LG. WOW.) WINO! FRAME (0.G. WOW.) GLAEING STOP • • • • • • • • •• • • • •• • • • •• • • • • • •• •• • • • • • • • • 6063—T5 6063—T5 6063—T5 FRAME CORNERS BUTT JOINTS WITH TABS AND SEALED WITH CLEAR COLORED SEALANT FRAME CORNER DETAIL Erigr. JAVAO AHMAD CML FLA. PE I 70592 C.A.N. '3538 a 2014 PRODUCT R1;V LSED as complying with the Florida Building Code Acccpumco No)n 7 -F, Expiration Date 1%, IC 17 ay t; Mini Dade Produce ConniAI COMP-ANL\W97-11GG-N z O 0 3 ALUMINUM FIX Z L Uwim m tn (DAM N 0ZU o� FAX. (305) 477-3992 0 1 U rg 8 C 8 B in B 8 0 drawing no. W97-11 (sheet 5o1 5 • • , • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corp. 7450 NW 41st Street Miami, FL 33166 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: Clipped, Extruded Aluminum Tube Mullion — L.M.I. MIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv •••• • • APPROVAL DOCUMENT: Drawing No. M95-16, titled "Alummum "I ube lhulPipg6heets ], tllrpyrgh 4 of 4, dated 12/05/95, with revision G dated 06/12/14, prepared by Al-Farooq Corporati©a, signetl.aritl *aled by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision etnp with the Notice of • Acceptance number and expiration date by the Miami —Dade County Product Cont-oat, leetion. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •.•• LABELING: Each unit shall bear a permanent label with the manufacturer's natu4'br Iogb, sty' state model/series, and following statement: "Miami -Dade County Product Control Ai re it", unless otherwise noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has bean filed and there has beer: no change in the applicable building code negatively affecting the performance of flues product. • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0222.07 and consists of this page 1 and evidence pages E- l 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. 14-0728.04 Expiration Date: March 28, 2017. Approval Date: October 09, 2014 Page 1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4, dated 12/05/95, with revision G dated 06/12/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E.. (Submitted under NOA No. 06-0210.07) 2. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4.) Large Missile Impact Test, FBC TAS 201-94 ••••• • 5.) Cyclic Loading Test, per FBC TAS 203-94. • • . . ... • along with marked -up drawings and installation diagram of tvtq paijUed sidg;by;side • series 510 aluminum fixed window, prepared by Hurricane Enginie ing & Testing . Lab, Inc., Test Report No. HETI-02-1145B dated 04/30/02, grieeland snle I:ley • • Hector M. Medina, P.E. • • • • • • (For reference only) (Submitted under NOA No. 02-0826.03•f •.. • •;;; • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 202-94 • • • along with installation diagram of window prepared by Hurricane Imginefing& • Testing Inc., Test Report No. IIETI-96-512, dated 02/02/96 ignvd and seafedly • Hector M. Medina, P.E. • • • • • • . • • • (Submitted under NOA No. 99-0331.02) • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5!h Edition (2014), dated 06/12/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) glezi Manuel"Perdz, P.E. Product Contr'pl Eiminer NOA No. 0728.04 Expiration Date: March 28, 2017 Approval Date: October 09, 2014 E-1 Goni Glass Sales & Services Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), and of no financial interest, dated June 12, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5378, issued by Fenestration Testing Laboratory, Inc., dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 06-0210.07) 3. Laboratory for Test Reports No. HETI-96-512 and HETI-02-1145B issued by Hurricane Test Laboratory, Inc., dated 02/02/96 and 04/30/02,respectively, both signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 12-0222.07, issued to Gopi Glass Sales & Services Corp. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I.", approved on 04/26/13 and expiring on 03/28/17. E-2 .... . . .• .... . • • . ... . ... • . • . • ... . . • . .... . ..• . . . . .... . . • . .. .. .... . . • . . . . • . • • . . .. . ... • • . Manuel P z, P.E. Product Control E miner NOA No. 14-0728.04 Expiration Date: March 28, 2017 Approval Date: October 09, 2014 • •• •• • • • • • • • • • • • • • • ••• •• • •S. •• • • •• •• • • • •• ••• •• • •• • • •• •• •• • • • •• • • • • • R__ r=; Ib_ I TYPICALGLAZING PRODUCT 4 2.000 ia - 3.000-- 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063-T6 MIN INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP t DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DAOE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 2 SELECT MULUON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4 AND ANCHOR CHARTS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. LOWER VALUES FROM GLAZING PRODUCTS, MULLION CHARTS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. 0 l .125 TYP. • •• "' • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • •j12.• ••• • ••• • 2.500 • L . . ---183.7917 OOO • • • • • • • • • •• MULLION CUP (6063-T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INFO TUBE MULLIONS. 1.690 3.750 2.500 +1.U30- MULLION CLIP (6063-T6) (ALT. TO ANGLES) CLIP LENGTHS MUST OE CUT TO FIT SNUG INTO TUBE MULLIONS. I 2.000 .125 h...---- 2.00 D ...._........_.-I ANGLE CLIP (6003-TO) RECTANGULAR ALUMINUM TUBF M1JIJOkS USING MULLION PROPERTIES ONLY NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. V100D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOAITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Engr: JAVAD AHNA0 CML FLA. PE / 70592 C.A.N. •3538 JUN/I I")'gj't� PRODUCT REVISED r complying with Me Florida Building Code AcceplancO No Lit • G72 3. Og. ITspirnlion Date = X17 Byr ' AHamp'Padc Product Col'B61 It • r ALUMINUM TUBE MULLIONS FAX. (303) 477-8992 a U NO CHANGE THIS SHEET A 0 S drawing no. M95-16 sheet j of 4 • • •.• • . • ••• .• •. . • .• • •• •• . • • . • •• •• •. •.• . • •• • . •• • • • . • • . • . . . . . . . • . • • • • • • • • ..• MULLION LOAD CHART N N N a. aN J z Hm W N M ■M. . 1'x2"x1/8" TUBE I ■M.■M■U ■ 6063-T6 CIX2X ■■ ■■■■ ■.M■E....■■. :■■1 .■ ■lial IIMMIlri ®l■a.■.■■■ EMMIMIIIIIII 1oMM.= mom. �e.. _. ■1. um..�.■i■■■ 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES • 80 90 N MULLION LOAD CHART 2 1"x3"x1/8" TUBE 6063-T6 C1X3X N R_ LL (A a O ON JW Z U@_ H I" fD W oN N N N N 20 N I7 N ID LID to N a N OP OID ZO7 CO - H LO Wm ❑r SD-S!8" 58" 74-1/4' 11.,E 3G 3/9" MULL S N I1, 11,1� 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2' x 6" TUBE 6063-T6 C2X6X N N N �20 12 13: 84 '6' 108 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES B0 N cn N N N ro MULLION LUAU CHART 1'xd'.Al/B" mEmarnmn IINAMMINIAI MEINOWSIMPUMU gm NEE ME MEAUMMEMPE mall -1I1e qalm" um E ., .,■..■,. ■.......Ii..► mam .■ '_m ' Ill: tl. 1011.■�...■ .. .• 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES I GRAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT wt I W2 U ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE I; f_. _ GLAZING 11 /7 PRODUCT -HORIZONTAL MULUON --7'I 3 GOING j GLAZING PRODUCT I PRODUCT JILL LMULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = Wi + W2 2 NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Eagr. JAVAD AHMAD CML. FLA. PE + 70592 CAN. 3538 JUNV A~D 0'4 PRODUCT REVISED as complying with rho Plodda 164141ng Cade Acceptance Na t • C • 4- DWirMiMt Dole ,2017 B`7/,1 MIMRMian Dade Product Cont(pP, H ALUMINUM TUBE MULLIONS A ma B s G C 80 i O n is 8 0 0 N drawing no. M95-16 (sheet 2 of 4 • J • • ••• • • • ••• •• •• • • • • •• •• • • . • • • • ••• • • •• • • •• •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - POP DESIGN LOAD CAPACITY - PSF �v MULLION \ M95 - 16G4 WINDOW DIMS. ANCIIOR9 TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. • • ICHORS TYPE • • • • • WIDTH (W) MULL SPAN A DI B2 C WIDTH (W) MULL SPAN A BI B2 C WIDTH (W) MULL SPAN. IIIL • BI • 41B2 • •C • • • AL-FAROOQ CORPORATION j ENGINEERS Si PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (3O5) 2648100 FAX (3O5) 2628978 J 20' 130.0 130.0 130.0 130.0 20' 88.5 101.8 130.0 130.0 20' • 6 • •• 663 • 04.8 • • 62,6 • • • 169.6 • • • • 25' 117.4 130.0 130.0 130.0 25" 70.8 81.5 130.0 130.0 25' • 4e.0 • *51.8 • 1,3.7 • • 30" 97.8 112.8 130.0 130.0 30' 59.0 67.8 117.9 130.0 30' .37.5 . 43.2 ♦S0♦.1 • 75.1 .86.4 • • • • 35" 83.9 96.5 130.0 130.0 35' 50.5 58.2 101.1 116.4 35' 32.2 37.0 64.3 74.1 40" 73.4 84.5 130.0 130.0 40" 44.2 50.9 88.5 101.8 40' 28.1 32.4 56.3 64.8 ANCHORS TYPE 45' 65.2 75.1 130.0 130.0 45' 39.3 45.3 78.0 90.5 45' 25.• • 1•B.89 •0.0 • • 57.6 • I • • • A, el, 320RC 50" 50-5/8" 58.7 87.6 117.4 130.0 50' 84" 35.4 40.7 70,8 81,5 50' 132' A •�,__ `� ,.�*{., :YL' •_ • • 55" 53.4 61.4 106.7 122.9 55' 32.2 37.0 64.3 74.1 55' 20.5 • _ __ 023� .� .J__to:.S. • • • 447.1 • .IFCI' .TP --- 80" 48.9 58.3 97.8 112.8 60' 29.5 33.9 59.0 67.9 60' • •. 34069 •+*'' •- D'2 • • • • • +I 65' 45.2 52,0 90.3 104.0 65' 27.2 31.3 54.4 62.7 85" .__� - -_:13- - 34.6 39.9 j1 CAL MMUWON 70" 41.9 48.3 63.9 96.5 70' 25.3 29.1 50.5 58.2 70' - - 32.2 37.0 II o zd 75" 39.1 45.1 78.3 90.1 75" 23.8 27.2 47.2 54.3 75' - - 30.0 34.6 i1 GLAZING GLAZING = N 80" 36.7 42.2 73.4 84.5 80" 22.1 25.5 44.2 50.9 80" _ - - 28.1 32.4 11 PRODUCT PRODUCT 65" 34.5 39.8 69.1 79.5 85" 20.8 24.0 41.8 47.9 85' - - 26.5 30.5 11 20" 128.1 130.0 130.0 130.0 20' 77.4 69.1 130.0 130.0 20' 51.6 59.4 103.2 118.8 Lk. 25" 102.5 118.0 130.0 130.0 25' 61.9 71.3 123.8 130.0 25' 41.3 47.5 82.6 95.0 ANCHORS TY'E I ALUMINUM TUBE MULLIONS GOPI GLASS CORPORATION 7450 N.W. 41 STREET MIAMI, FL. 33166 TEL. (305) 592-2089 FAX. (305) 477-8992 30" 85.4 98.3 130.0 130.0 30' 51.6 59.4 103.2 118.8 30" 34.4 39.6 68.8 79.2 A, 81, 35" 73.2 84,3 130.0 130.0 35' 44.2 50.9 88.5 101.8 35" 29.5 33.9 59.0 67.9 82ORC 40" 64.1 73.7 128.1 130.0 40" 36.7 44.8 77.4 89.1 40' 25.8 29.7 51.6 59.4 W1 W2 45" 56.9 65.5 113.9 130.0 45' 34.4 39.8 68.8 79.2 45' 22.9 28.4 45.9 52.8 50' 58' 51.2 59.0 102.5 116.0 50' 96" 31.0 35.6 61.9 71.3 50' 144" 20.6 23.8 41,3 47.5 55" 46.6 53,6 93.2 107.3 55" 28.1 32.4 58.3 64.8 55" - 21.6 37.5 43.2 HORIZONTAL MULLION 60" 42.7 49.2 85.4 98.3 60" 25.8 29.7 51.8 59.4 60" - - 34.4 39,6 ANCHORS TYPE A, 81, 65" 39.4 45.4 78.8 90.8 65' 23.8 27.4 47.6 54.8 65" - - 31.6 36.6 ARCHES TO BE INSCRIBED B2 OR C INSIOE RECTANGULAR SHAPE 70" 36.6 42.1 73.2 84.3 70' 22.1 25.5 44.2 50.9 70' - - 29.5 33.9 75" 34.2 39.3 68.3 78.7 75" 20,6 23.8 41.3 47.5 75' - - 27.5 31.7 fr-- %L'-` 9 i GLA21NC II 60' 32.0 36.9 64.1 73.7 80' - 22.3 38.7 44.8 80' - - 25.8 29.7 I PRODUCT 85' 30.1 34.7 60.3 69.4 8� 5' - 21.0 38.4 41.9 85' - - 24.3 28.0 ___- _ • - - ---- 20" 117.9 130.0 130.0 130.0 20' 86,8 79.2 130.0 130.0 I- 11 ` I , 25" 94.4 108.E 130.0 130.0 25" 55.0 83.4 110.1 126.7 I jl ANCHOR DETAIL /1 30' 78.6 90.5 130.0 130.0 30" 45.9 52.8 91.7 105.8 I II 3 35' 67.4 77.6 130.0 130.0 35" 39,3 45.3 78.6 90.5 1 GLAZING 1 GLAZING ANCHORS TYPE1 40" 59.0 67.9 117.9 130.0 40' 34.4 39.6 68.8 79.2 PRODUCT 11 II PRODUCT 1 A. 61, I 82 OR C ^ o 4 a 5 d 'O GRAPHS REV. J I NO CHANGE THIS SHEET UPDATED FOR 2007 FOC ANCHOR CHART A h B2 REV, UPDATED TO 2014 FOC 45' 52.4 80.3 104.8 120.7 45" 30,6 35.2 61.2 70.4 50' 63' 47.2 54.3 94.4 108.6 50" 108" 27.5 31.7 55.0 63.4 I MULLON SPAN 55" 42.9 49.4 85.8 98.7 55" 25,0 28.8 50.0 57.8 ,1 60' 39.3 45.3 78.6 90.5 60" 22.9 28.4 45.9 52.8 TYPICAL MULLION ARRANGEMENTS 65' 36.3 41.8 72.6 83.6 65" 21,2 24.4 42.3 48.7 70" 33.7 38.8 67.4 77.6 70" - 22.6 39.3 45.3 W1 + W2 75" 31.5 36.2 62.9 72.4 75" - 21.1 J6.7 42.2 WIDTH (W) = 2 80" 29,5 33.9 59.0 67.9 80" - - 34.4 39.6 .0 85' 27.8 31.9 55.5 63.9 85" - - 32.4 37.3 20' 100.1 115.2 130.0 130.0 20" 81.9 71.3 123.8 130,0 NOTE: CONDITION iri a ,o` o in 9 ... 66 QJ 6 - o S a a e .- o 25" 80.1 92.2 . 130.0 130.0 25" 49.5 57.0 99.1 114,0 ANY ANCHOR SHOWN HEREIN MAY COVER 30' 66.7 76.8 130.0 130.0 30" 41.3 47.5 82.6 95.0 LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5 2u.. W u 35" 57.2 65.8 114.4 130.0 35" 35.4 40.7 70.8 81.5 FOR ANCHORS DESCRIPTION SEE SHEET 4. ^ a N ^ ` r \ y ^ .. ^ 40' 50.0 57.6 100.1 115.2 40' 31.0 35.6 61.9 71.3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)• 45" 44.5 51.2 89.0 102.4 45" 27.5 31.7 55.0 63,4 50" 74-1/4' 40.0 46.1 80.1 92.2 50" 120' 24.8 28.5 49.5 57.0 En9°'MCML� PROMADD' REVISED? with the Florida 55" 36.4 41.9 72.8 83.8 55" 22.5 25.9 45.0 51.8 FlA PE 70592 CAN. 3,38 a' complying Building Code 33.4 38.4 66.7 76.8 20.6 23.8 41.3 47.5 Aceeptance NO 74"e7 Q¢ 60" 65' 30.8 35.4 61.6 70.9 60" 65" - 21,9 38.1 43.9 t \ t 01) Ezfn/fion Dale 2'Yl% 70' 28.6 32.9 57.2 65.8 70' - 20.4 35.4 40.7 °'� � '� " Dy Y �zz drawing no. M 95 -16 75' 26.7 50.7 53.4 61.4 75' - - 33.0 38.0 Alias Dade Product Canir0'f, 80' 25.0 28.8 50.0 57.6 80" - - 31.0 35.6 ANCHORS v �' �' 85' 23.5 27.1 47.1 54.2 85" - - 29.1 33,5 sheet 3of 4 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • ANCHORS TYPE 'A' 2 X 2 X 1/8' ALUM ANGLE ( 14 S.M.S._ 2/ ANGLE -MULLION -MULLION 2 X 2 X 1/8" ALUM ANGLE - 2-5/8° LONG 'T • 4/4" CIA. ULTRACONS 1/ ANGLE i A 1BY OR 28Y WOOD BUCK 1.500 MAX. ANCHORS TYPE '62' 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE ULLION MULLION 2 X 2 X 1/8" ALUM ANGLE - 2-5/8' LONG 1.500 J MAX. .• • • • • • • • N • .1/4i DIULTRAC•NS 2/ •NGI• • • • • 1BY OR 20Y WOOD BUCK • •• • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • MULLION 2 X 2 X 1/8" ALUM ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2-1/2' 1-1/4" CONCRETE 2-1/2" 1-1/4" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MILLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHA.CRYLATE LACQUER. ANCHORS TYPE 'B1' 2-1/B., MIN • 1.500 i 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACONS -1/ ANGLE ANCHORS TYPE 'C' ® 14 S.M.S. 3/ ANGLE •• •• • • • r- • • MULLION MULUON 2 X 2 X 1/8' ALUM ANGLE - 3-5/8" LONG MAX •NOTCH WOOD BUCK *TO ACCOFIODATE • CLIP -ANGLE TO MASONRY .4 1/4" DIA. ULTRACONS 2/ ANGLE ° CONCRETE OR MASONRY BLOCKS 14 S M.S. OTY. AS PER TYPE A, 81, B2 OR C MULLION ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES ALUM ANGLE 2 X 3/4 X 1/8' 1-5/8' LONG (FOR 2" TUBE) 2-5/8' LONG (FOR 3" TUBE) 3-5/8' LONG (FOR 4', 5' & 6" TUBES) ACCESS HOLE #14 S.M.S. 2/ ANGLE (CHART A & E11) 3/ ANGLE (CHART B2 & C) TUBE MULLION THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I . #14 F.H. S.M.S. 2/ ANGLE (CHART A & B1) 3/ ANGLE (CHART (32) 4/ ANGLE (CHART C) ANCHOR DETAIL #1 WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. Engr, JAVAD AHMAD CIVIL FLA. PE / 70592 CAN. 3538 TUBE MULLION PRODUCT REVISED as complying with the Florida Dulldin8 Code Asupulece No,. llx8imBm Date Dade Pruduci snivel t7 4 ALUMINUM TUBE MULLIONS FAX. (305) 477-8992 c O VI u00"w,.0 0 O 0 4 N 0 0 i B 11 drawing no. M95-16 sheet 4 of T 1-54.5/ 1 1-54.5/ 1 +42.8 +42.8 S EXISTING WINDOWS A-Z:�',� ,& -56.3' 1 L+42.6;RECEIV JUN08201 NEW REPLACVEMENT WINDOWS GRAPHIC SCALE (FT,) NEW REPLACVEMENT WINDOWS _ EXISTING WINDOWS CH DOOR f -54.5/ I +42.8 FAMILY RM 74x38 Al .110 1-54.5/-.1 +42.8 J 74x51 Al5 34x80 DOOR 1{16 N. BATH 19x38 A2 1-58.5/ 1 I +43.7 -57.3/ L+41_ 1 ( r 4,7 1 -58.5/ 1 1 +43.7j EI OSB 7 1 -50.0/ ( +39.5 ( (-58.5/ 1 +43.7 e� OSB EXTERIOR DESIGN PRESSURE 56.3' : BASED ON ZONE 5 (.THAN ZONE4) ( +42.6 J I 170 MPH W/ 3 MIN GUSH E■ 74x51 33x38 111x62 33x38 53x38 A14 Al2 All A10 3 Al BED RM.No.2 BATH KITCHEN LIVING ROOM DINING AREA BATH M. BED ROOM EXT. EXPOSURE "C" ALUMINUM NON -IMPACT TYPE DOOR AND. WINDOW REPLACEMENT "IN KIND: OR AS OTHERWISE NOTED. SEE N.O.A. INFORMATION AND INSTALL IN ACCORDANCE AS PER MFGR. AND N.O.A. DATA. (-54.5/ 1 i +42.81 53x38 A3 ( -56.3' 1 j +42.6 j 37x51 A4 H (-56.3' 1 127x51 A5 +39.21 53x38 A8 1 06x38 A9 74x51 A6 CD O Fo W . . .. •. .• • 4 7.071 s1 1 Nr IN + EXISTING WINDOWS NEW REPLACVEMENT WINDOWS See attached NOA's as noted below. • HORIZONTAL ALUMINUM ROLLING WINDOW NOA No. 14.0822.09 EXP. DATE 12/14/2018 a ALUMINUM SINGLE HUNG WINDOW NOA No. 14.0822.07 EXP. 9/22/2017 a ALUMINUM OUTSWINGING DOOR W/(2) SIDE LITES NOA No. 14.0872.08 EXP. 11/21/2017 a ALUMINUM FIXED WINDOW NOA No.14-0728.06 EXP. 9/17/2017 a EXTENDED ALUM. TUBE MULLION NOA No. 14-0728.04 EXP 3/27/2017 AS UPDATED 'ELRAY BEA H L. 'e.. No. AR9278 ... • . .iD • Cl)i LU . LU •4'• . • • • . x J • O. •.I-.•. . .(. . • .• Q • e. C• u) • .•oo•• . .} . a0 n •. E 4. o , • •.. • ' . .. •• • • z J a_ 0- - Z 3 DATE REVISIONS DRAWN BY: ANP/RA PROJECT No. DP.11.03 DATE: 05.09.2011 SCALE NOTED 0 1 2 3 4 5 10 15 20 UJINDOW SIZE, TYPE LOCATION PLAN SHEET NUMBER: 04.03 .cctnti. 10050 N. E. 2NO AVENUE F LOR IDA 33138 MIAMI ..'3:1--�� �q p.APRtX7 .PM . RMGM PROPERTIES LLC 4764 NW 120 DR FORTH LAU. API V 'ter. "'/•�-.i�di 1= 1= NIXIE 3,31 4E 1 RETURN TO A T TEMP T E O t►eAvLE TO US POSTAGE $ 00.46° First -Class Mailed From 33138 04/07/2017 032A 0061803107 ele;4/16/1.7 SE FtL!ER NOT KNOWN OA WARD ar•_ 1.g1 2sPr7as� xercRaS_oa?5SS-1RA—sc � t��fitttil��tii`�'i�'4tlliltl�f�tlttlf�ttt���tli�ftl��l�Itl�{�1��t U.S. Postal'Service CERTIFIE 1 A IDomesticc Mail Only For delivery information"visit our website at www.usps.cone' I w Certified Mail Fee OFFICIAL USE. m r'i O 1= Extra erviCes & Fees (check box, add fee as appropriate) 0 Return Receipt(hardcoPy) $ ❑ Return Receipt (electronic) $ ❑ Certified Mall Restricted Delivery $ ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery $ Postage Total Postage and Fees Sent To Street an City, Sta Postmark Here lg I ia^„ VIZ. if.PP , tot 21 PS Form 3800, April 2015 PSN 7530 02-0oo-9oa7_'ii1111 See Reverse`for Instructional 111111111111.11rH011i SRL 01 3d013AN3 JO d01 14' 83)13115 33V1411111.1... SENDER: COMPLETE THIS SECTION 11-Complete Items 1 ?; and 3:Also complete item 4 if,Restricteci,Delivery is desired. ' 1111 Print youi name and address on the reverse -, so that we can return the card to yot.i.", t,dtach.this card to the back of the mailpiece, or on the front if space permits • 1. Article'Addressed to: ' . , • ' ro rn S 31(05( COMPLETE THIS SECTION ON DELIVERY • B. Received by, (Printed Name) , 4 Agent,: • 0 Addresiee. • C..Daie'cif Delivery , D.,Is delivery address different from item 1? 0 Yes • If YES, enter `delivery, address below: 0 No r. • ' 3. Pervie7ype ' viz Certified Mall! 0 Priority Mall Express" I,‘ • Pe, I:I Registered Eit Return Receipt ferMereerimelise. f ' EI,Insdrec Mail,,0.Collect on Delivery+ 4. Restricted Delivery? (Extra Fee). ^4t'4' I:I Yes' ' . 2.• Article -Minim (TMnafer fMni .7016 1370 0001 5883 8015 • ' FO811 F 1P14120131 I 1111 I t,idLuRet", ,.,. L.° 1-4 c0 m c0 c0 Ui 1= ri m 1-1 -a 1= r1 • . . ostal Service"' . : sCE.R.);!FIED MAIL® RECEIPT ffDomestic Mail Only , ,^$°.' .. UFor delivery information, visit our website at www.usps.com°AI an OFFICIAL USE Certified Mail Fee $ (5- Postmark is Here 0- I I' Extra Services & Fees (check box, add fee as appropriate) 0 Return Receipt (hardcopy) $ 0 Return Receipt (electronic) $ El Certified Mall Restricted Delivery $ 0 Adult Signature Required $ Ejl Adult Signature Restricted Delivery $ Postage $ Total Postage and Fees $ Sent To LAZeIrrt4Sn "StreetganIca1t:tVo., City,14AZP 4- COAik, r P iiiNo. 1.04 si k 0 PS Form 3800 A ril 2015 . • I Alit. ioOSO N. E. 2.�o AVENUE F ..L O R IDA 33138.. . iliiiiMCERTIFIEMA AIL i i 111 7016 1370 0001 5883 8015 NER 10 MIAMI .- �'� x'_ F'168 33 138-202901 US POSTAGE $ 06.562 First -Class Mailed From 33138 04/07/2017 032A 0061803107 a{'�lrlril'�f{il{I{Ilnrrrl{ul�lll{111{rllr{�III'r{II{Irlr{{j{re ra O co m co co tll r9 O 0 r- rn r-a ..n rg O r- U.S Postal Service'"' CERT!FIEb!MAIL® RECEIPT p i). For delivery information; visit our website at www.usps.com!. 61101 OFFICIAL USE Certified Mail Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Return Receipt (hardeopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑ Adult Signature Required $ ['Adult Signature Restricted Delivery $ Postage Total Postage and Fees Sent To ve-eiftAnt'f 00-4\.“, -Ci Streetn�alr. No•, �``11P4b ervx tY PS Form 3800, April 2015 PSN 7530.02-000-90477=: See Reverse tor Instructions Postmark Here C r 0- r15 "Na � 1by51 0 co O co rn m co is) N m ra .3 rI N U:S. Postal Service CERTIFIEDMAI ° RECEIPT+w Domestic Mail Only �= M For delivery information, visit � rWebstte at vvWW'uso� OFFICIAL USE Extra Services & Fees (check box, add$fee as appropriate) 0 Return Receipt (hardcopy) ❑ Return Receipt (electronic) $ Certified Mail Restricted Delivery $$ 0 Adult Signature Required El Adult Signature Restricted Delivery $ Postmark Here SentTo Ye-=vv.................. � fei street o '�S�u-IV ry City, Sta , - . a '� 41 A r is ES See Reverse for Instructions) PS FOrm,3800,,Apnl_2015 PSN 7530 -02.000-9047 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STOP WORK ORDER DATE: April 7, 2017 TO: RMGM Properties, LLC 4764 NW 120 DR. Fort Lauderdale, Florida 33321 RE: FAILURE TO OBTAIN PERMITS 101 NE 104 St. Miami Shores, Fl 33168 Q c 11-- 1 `z-91 FOLIO: 11-2136-013-0700 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami -Dade County. The building official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building official has issue a stop work order for your project. Type of Violation: Building, Electrical, Plumbing, and Mechanical. Chapter: 1 Section 105.1 of: 2014 Florida Building Code To wit: [A] 105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any impact -resistant coverings, electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. REQUIREMENTS FOR CORRECTION. 1. Submit permit application with all required documents and 2 sets of plans signed and sealed by a Florida license engineer and or architect. The plans should comply with the requirements of chapter 8-10 of the Miami Dade County Code, section 107 of the Florida Building Code, and any other applicable codes and or ordinances. 2. Pay required permit fees. Therefore, you are hereby directed that on or before Monday, May 8, 2017 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s) will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also, failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami -Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.O at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life -safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranioi@miamishoresvillage.com. Thank you for our cooperation in this matter. yAi7 Ismael Naranjo, B.O, CFM Building Director. Mail ( Date Mailed: Lk By: Return Receipt Number: -4°1cv— 13-90— 00°1 -SSE5S o'S Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE SEARCH: When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio 101 NE 104 St PROPERTY INFORMATION 0 Folio: 11-2138-013-0700 Sub -Division: MIAMI SHORES SEC 5 Property Address 101 NE 104 ST Miami Shores, FL 33138-2028 Owner RMGM PROPERTIES LLC Mailing Address 4764 NW 120 DR FORT LAUDERDALE, FL 33321 Primary Zone 1000 SGL FAMILY - 2101-2300 SD Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/ Bathsl Half 2/2/0 Floors Living Units Actual Area 1,864 Sq.Ft Living Area 1,798 Sq.Ft Adjusted Area 1,819 Sq.Ft Lot Size 6,789.8 Sq.Ft Year Built 1952 Featured Online Tools Comparable Sales Tax Comparison Glossary Non -Ad Valorem Assessments Tax Estimator TRIM Notice Suite Q 000 2016 Aerial Photography 6oft PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2016 2015 2014 Land Value $145,733 $120,626 $113,530 Building Value $126.602 $126,602 $123,328 Extra Feature Value $1,188 $850 $850 Market Value $273,503 $248,078 $237,708 Assessed Value $272,885 $248,078 $121,539 Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction 5116,169 Non -Homestead Cap Assessment Reduction $618 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). http://www.miamidade.gov/propertysearch/ 4/7/2017 Property Search Application - Miami -Dade County Page 2 of 3 TAXABLE VALUE INFORMATION 0 FULL LEGAL DESCRIPTION 0 COUNTY Exemption Value Taxable Value SCHOOL BOARD YH Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value SALES INFORMATION 0 2016 2015 2014 $0 ...... ........ �_,.....-.. $50,000 $272,885 $248,078 $71,539 $0 $0 $25,000' $273,503 $248,078 $96,539 $0 $0 $50,000' $272,885 $248,078 $71,539 $0 $0 $272,885 $248,078 $50,000 $71,539 MIAMI SHORES SEC 5 PB 10-47 LOT 15 BLK 121 LOT SIZE 55.200 X 123 OR 20690-0387 09 2002 4 Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 03/232017 $390,000 30471-2920 Quel by exam of deed INVESTMENT LAWYERS LLC 02/092017 $100 30432-0058 Corrective, tax or QCD; min consideration LISAMAR INVESTMENTS LLC 11/182016 $295,000 30330-2220 Qual by exam of deed LESLEY ANNE GILBERT 03/01/1980 $85,000 10702-0876 Sales which ere qualified 12/01/1993 $93,000 18200-0985 Sales which are qualified 09/012002 $0 20690-0387 Sales which are disqualified as a result of examination of the deed For more informa8on about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use #GENERAL Muni Zone R-17.5, R-18.5 BUILDING INFORMATION 0 Building Number 4 Building Sketches Available) EXTRA FEATURES 0 Description Patio - Brick, Tile, Flagstone Sub Area 1 ADDITIONAL INFORMATION PA Zone Unit Type 1000 - SGL FAMILY - 2101-2300 SQ Front Ft. Year Built 1952 Actual Sq.Ft. 1,864 Living Sq.Ft. Year Built 1952 1,796 Units 55.20 Adj Sq.Ft. 1,819 Units 177 The information listed below is not derived from the Property Appraisers Office records. It is provided for convenience end is derived from other government agencies. ({ I LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R17.5 - BOUNDARY Existing Land Use: 10 - SINGLE-FAMILY, MED: DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Calc Value $145,733 Calc Value $126,602 Calc Value $1,168 Business Incentives Childrens Trust City of Miami Shores Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board School Board South Florida Water Mgmt District Tax Collector Environmental Considerations Non -Ad Valorem Assessments http://www.miamidade.gov/propertysearch/ 4/7/2017 Property Search Application - Miami -Dade County Page 3 of 3 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 httpJAvww.rmamidade.govAnfo/disclaimer.asp For inquiries end suggestions email us at http:l/www.mlamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. 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