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WS-19-478Permit No.: WS-t-19-478 Miami Shores Village Permit Type: WridowSIShutters 10050 NE 2 Ave Miami Shores FL 33138 O C#E Ssilkati �a,,Window/Door Replacement 305-795-2204 Permit Status: Approved Issue Date:03/12/2019 Expiration:09/03/2019 Location Address Parcel Number 1551 NE 105TH ST 210, Miami Shores, FL 33138 1122300530690 Contacts INES BELTRAME TRS Owner NJB CONSTRUCTION Contractor 13250 KEYSTONE TER, NORTH MIAMI, FL 33181 JEFFREY FURMANSKI IBELTRAME@AOL.COM 2885 S CONGRESS AVE STE D, DELRAY BEACH, FL 33445 Business: 9548641474 Description: REPLACE 10 WINDOWS WITH IMPACT WINDOWS Valuation: $ 7,000.00 Inspection Requests: Total Sq Feet: 0.00 Fees Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: Amount $50.00 $4.20 $3.00 $2.00 $1.40 $12.00 $5.00 $150.00 Payments Date Paid Amt Paid Total Fees $227.60 Cash 03/12/2019 $177.60 Cash 03/05/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f LECT AL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS I AV ify3tha)the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating n ru ion zoni�rmore, I auth he above named contractor to do the work stated. Owner / / Applicart1Y Contractor / Agent Date March 12, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 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 MAR 0 5 2019 BY:�d�-- J (PI 1 FBC 2019 n Master Permit No.WS -63+ 19 - 9L' f �v Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION DRENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [—]CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I SS I Ali I O S S� � tJ�T 2-- l Q) City: Miami Shores A County: Miami Dade Zip: 33 it I Folio/Parcel#: X\. Lt- mi " �S 3 (1ln �i 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J;r\2.0 13 04ri,%KA.. Yt-s� Pbaaa#: � 7 / 43 Address: 1'116q _ f:-,Atom I al r r City: /"/ Of State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A rt Pwl 1 Dw\ Phone#: 't S� ` `I u ` I7 4 Address: ZA D S S U" Itti- t` lkNj, s i- #- U City: ��u ��lt.� State: FL. Zip:3'�y4J� Qualifier Name: J Py�P Vr.4�'4"'I4I Phone#: QSI - 8V u State Certification or Registration #: L(j (. i Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: -� City: State Valuaof-WorUgg s Permit: $�_� ,� f Square/Linear Footage of Work: _ Type of Work: ❑ Addition �] Alteration ❑ New ❑ Repair/Replace Description of Work: Vh �& I � L—c✓ o w tti i 1%• 1 -7 10 %�jir47. V9 5 Specify color of color thru tile: Submittal Fee $�!En • W Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ Zip: ❑ Demolition _,) 0-cv4e (.v 1110 Uw CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �� • 60 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 instrument was acknowledged before me this 1140 day of � f 2011 by '1J" &-4A XAA who is personally known to me or who has produced �F L I L as i/ Signature r CONTRACTOR f, The foreg - instrument was acknowledged before me this � b day of F+. 6r V-A *J 20 111 by �. F�k�kl , who is ersonally kn wn to me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �,Sign: I Print. \m"l Print 061 1.- cry r4%. Seal: 'o�'��"`''• YORDANHERNANDEZ Seal: :':? TEAL LYNLY CROSSth1 ' NolaryPublic— SlateoiFlortla MY COMMISSION P FF226646 Commission # GG 083484 NEXPIRES May 04. 2019 'A' w"My Comm. Expires Jun 0, 2021 Ot f, xWWNwx,,y ScrAce con: ****** *********************************************************************** v APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2230-053-0690 1551 NE 105 ST UNIT: 2-10 Property Address: Miami Shores, FL 33138-2114 INES BELTRAME TRS Owner INES BELTRAME REVOCABLE TRUST 13250 KEYSTONE TER Mailing Address NORTH MIAMI, FL 33181 USA 4900 MULTI -FAMILY - PA Primary Zone CONDOMINUM 0407 RESIDENTIAL - TOTAL Primary Land Use VALUE: CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 2/2/1 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 1,507 Sq.Ft Adjusted Area 1,507 Sq.Ft Lot Size 0 Sq.Ft Year Built 1971 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $208,254 $216,931 $193,688 Assessed Value $121,451 $118,953 $116,507 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $86,803 $97,978 $77,181 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description HARBOUR CLUB VILLAS CONDO TOWNHOUSE 2-10 UNDIV 1/79TH INT IN COMMON ELEMENTS CLERKS FILES 69R143006 & 70R100201 Generated On : 2/15/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $71,451 $68,953 $66,507 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $96,451 $93,953 $91,507 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $71.4511 $68,953 $66,507 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $71,451 $68,953 $66,507 Sales Information Previous OR Book - Price Qualification Description Sale Page 09/11/2018 $240,000 31149-4353 Qual by exam of deed Religious, charitable or benevolent 09/27/2010 $130,100 27442-3034 organization 06/01/2006 $320,000 24589-2891 Sales which are qualified 11/01/2004 1$258,000 22878-3496 Sales which are qualified The Office of the Property Appraiser is continually editinq and updatinq the tax roll. This website may not reflect the most current information on record. The Property Appraiser Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name harbour. club,-v*1 I las condominiums 1530 KE. 1051h Sitoet. }X&jil Shoros. Ronda 33139 • Pmne 803-SITB To Whom It May Concern, This letter is to inform The Village of Miami Shores that NJB Construction has the Authorization to perform work at Harbour Club Villas to install Impact windows at the address of 1551 NE 105 St. If you have any questions, please leave a voicemail at 305-893-8178 and your call will be returned as soon as possible. Sincerely yours, Bruce C Rich, Vice President For the Association. RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Florida d Aonhk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES 70 FU RMANSKI, J EFFREY NJB CONSTRUCTION .m 2885 S CONGRESS AVE STE D DELRAY BEACH FL 33445 LICENSE NUMBER: CGC1522167 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. AN N I N4. GA N N 0 N P.O. Box 3353. West Palm Beach, FL 33402-3353 —LOCATED AT** CONSTITUTIONAL TAX COLLECTOR www,pbctax.com Tel: (561) 355-2264 2885 South CONGRESS AVE Ste D Serving twit. DELRAY BEACH, FL 33445 I YPE OF BUSINESS I CFRTIFICATION)i RECEIPT MIDATE PAIL) AMT PAID 23 0051 GENERAL CONTRACTOR FURMA,,,i,,i� 11 f I IA- CGC V)22 IF) I B18 509169 - 08113118 $2750 Thi, is valid only when re-Cuipted by the Tax STATE OF FLORIDA PALM BEACH COUNTY 2018/2019 LOCAL BUSINESS TAX RECEIPT 13.2) - 4 NJB CUSTOM INTERIORS LLC LBTR Number: 201472824 NJB CUSTOM INTERIORS LLC EXPIRES: SEPTEMBER 30, 2019 2885 S CONGRESS AVE STE D DELRAY BEACH, FL 33445 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. L J VENT WIDTH SERIES REBECCA COASTAL ALUMINUM HORIZONTAI. SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH ADDL. ANCHOR 10" MAX. AT MTG. STILE ENDS HEAD/SILL 10' MAX SEE SHEET 3 VENTS MTG. STILE FOR CAPACITY 3' 73 3/8" MAX. HEAD/SILL A FIX. LITE 4 11 II II II II II II II II II II II II I 5 li � ij II II 5 I,I }/fj 11 II it II II II II 11 II II 11 I I II II II B II II II II II II 4 II II II FALSE MUNTINS SURFACE APPLIED OPTIONAL 2 g mz V �W S 26 3/8" 47 1/4" 26 3/8' is ' 0 o D.L. OPG. D.L OPG. D.L. OPG. = 30 3/4' 30 3/4" VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCTREVISEU 21 C0mPb jag with the Flood. �o.j-031R.1 Z AH �P'• OIEN,gt.''•,. • 7 ��V Z q n 2 m �f zn z0t 0 O ' d A oco o-5�a QK2� Ngg .1 u to Q W W drawing no. W99-63 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) 26-1/2" $7- 53 26" 3 100.0 150.0 100.0 150.0 4 100.0 150.0 100.0 150.0 6 100. 150.0 100.0 150.0 8 000.0 150.0 100.0 150.0 26 37 53-1 8" 74" 3 100.0 150.0 100.0 150.0 38-3/8" 4 00.0 150.0 100.0 150.0 6 8 100.0 00.0 150.0 127.3 100.0 100.0 150.0 150.0 26-1/2" 37' 53-1 8" 74' 3 100.0 150.0 100.0 150.0 50-5/8" 4 100.0 150.0 100.0 150.0 6 100.0 114.1 100.0 125.1 8 85.6 85.6 100.0 106.9 53-1/8" 74" 50-5/8" • 7 - - 100.0 150.0 • 9 - - 100.0 136.3 26-1/2" 37' 53-1/8' 63" 3 100.0 150.0 100.0 150.0 4 100.0 119.5 100.0 119.5 1 6 87.8 87.8 1 90.7 90.7 26-1/2" 37' 63" • 5 100.0 150.0 100.0 150.0 • 4 - - 100.0 122.7 24" 36" 48' 60" 72' 24" 2 100.0 150.0 100.0 150.0 4 1 DO.0 150.0 100.0 150.0 6 100.0 150.0 100.0 150.0 6 100.0 150.0 100.0 150.0 8 100.0 1 150.0 100.0 150.0 24" 36" 48' 60' 72' 36' 1 40 150.0 100.0 150.0 4 100.0 150.0 100.0 150.0 6 1 100.0 150.0 100.0 150.0 6 100.0 150.0 100.0 150.0 a 100.0 140.1 100.0 150.0 24" 36" 48' 60" 72' 48' 2 100.0 150.0 100.0 150.0 4 100.0 150.0 100.0 150.0 6 100.0 135.2 100.0 144.4 6 100.0 111.9 100.0 127.8 B 97.9 97.9 100.0 119.1 24' 36" 48' 60" 72" 48" • 3 - - 100.0 150.0 • 5 - - 100.0 150.0 + 7 - - 100.0 150.0 + 7 - - 100.0 150.0 • 9 - - 100.0 150.0 24" 36" ".. 60" 72" 60' 2 1 100.0 136.7 100.0 136.7 4 100.0 130.1 100.0 130.1 6 100.0 1 104.3 100.0 104.3 6 81.5 81.5 89.7 89.7 8 71.3 71.3 80.8 80.8 24" 36" 48' 60" 72" 1 60' + 3 100.0 150.0 100.0 150.0 • 5 100.0 150.0 100.0 150.0 • 7 100.0 105.3 100.0 140.6 a 7 - - 100.0 120.0 - 1 100.0 107.1 A = No. OF ANCHORS PER HEAD & SILL = ADDL. ANCHOR AT MTG. STILE ENDS ' a XQ QX APPROVED CONFIGURATIONS GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED UTES 1/8" ANNEALED GLASS 0.10" Interloyer r Glasslom Safety -Plus 11 \ 1 1 By 'Polymer Extrusion Technology, Inc.' F-1/8" ANNEALED GLASS m \ 1 I rDOW OCORNING 995 622 CLOSED CELL FOAM PAD GLAZING TAPE 23 1/2' X 1/8X 3/4" LONG 0 3 PER SIDE g 12 PER LITE GLASS TYPE 'A' 8A s HEAVY DUTY MTG. STILES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT STREN'D GLASS 0.10" Interloyer Glasslom Safety -Plus II By 'Polymer Extrusion Technology, Inc.' 1/8" HEAT STREN'D GLASS ro SILICONE DOW CORNING 995 e m 22 CLOSED CELL FOAM PAD 4 GLAZING TAPE 2 1/2" X 1/8" X 3/4' LONG of 3 PER SIDE of 12 PER LITE GLASS TYPE 'B' b i P' o rc P a � ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF C o a „ % N o SEE DETAIL ON SHEET 4. > - paw c NOV` ``1A1111111� t7jyi V 0 _9 2Q ` �v .... sF4f $ � •' crnl PRODUCTREV= as comphdag with the Florida .70592 Blinding Code Acceptance No.) -03)9.12. Expuuton Date OF 7 !�� drawing no. By. :or�'•'%0�� W99-63 Miami DCade Producttso_•-R as DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPES V. D', 'E' & 'F' WIDTH I HEIGHT EXT.(+) 1NT.(-) 74" 106-1/4" 111" 26' 8 90.o 110.0 10 90.0 110.0 10 90.0 110.0 74" 106-1/4' 111" 38-3/8" 8 90.0 110.0 10 90.0 110.0 1 10 90.0 110.0 74" 106-1/4' 111" 50-5/8' 8 90.0 110.0 10 90.0 110.0 10 90.0 110.0 74" 106-1/4' 111" 63" 8 90.0 91.1 10 75.3 75.3 10 74.1 74.1 74' 106-1/4' 111" 63' + 10 90.0 110.0 + 12 90.0 110.0 + 12 90.0 110.0 72" 64" 96" 108.. 24' 7 90.0 110.0 8 90.0 110.0 10 90.0 110.0 H. 90.0 110.0 72" 84" 96" 108" 36, 90.0 110.0 90.0 1100 ra 90.0 110.0 90.0 110.0 72" 84" 96" 108" 48, 7 90.0 110.0 a 90.0 110.0 10 90.0 110.0 10 90.0 110.0 72" 84" 96" 108" 80, 7 90.0 99.6 8 90.0 91.1 10 85.3 85.3 10 81.5 81.6 72" 84" 96" 108" 60, + 9 90.0 110.0 + 10 90.0 110.0 12 1 90.0 110.0 • 12 1 90.0 110.0 A = No. OF ANCHORS PER HEAD & SILL = ADDL. ANCHOR AT MTG. STILE ENDS y 6 STD. MTG. STILES D.L.O. OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH WITH MAX. D.L.O. WIDTH AT FIXED LITE AS SHOWN ABOVE. 1/8" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' m 1/8" HEAT STREWD GLASS z � ut \ 1I II SILICONE DOW CORNING 795 o' Ii 22 DOW CORNING 995 GE 2000 0 10 \ VENT 3/16" HEAT STREWD GLASS 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' �+ 3/16" HEAT STREN'D GLASS z m '^ SILICONE \ I li 22 DOW CORNING 795 Ii I� DOW CORNING 995 I. I: GE 2000 0 AT 1/4 POINTS W G i� \ 28 ON LITES WI WIDER THAN 36' ONLY FIXED LITE GLASS TYPE 'C' 1/8" HEAT STREN'D GLASS 090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' r 1/8" HEAT STREN'D GLASS = m SILICONE 1I \ 22 DOW CORNING 795 DOW CORNING 995 �i .. GE 2000 g 10 \ VENT 3/16" HEAT STREN'D GLASS .090, Interlayer Trosifol PVS By 'Kuraray America, Inc.' C 3/16" HEAT STREN'D GLASS z m i N SILICONE 22 DOW CORNING 795 O1 I1 I DOW CORNING 995 I: is GE 2000 0 AT 1/4 POINTS t \ 28 ON LITES WI WIDER THAN C� 36" ONLY FIXED LITE GLASS TYPE 'D' NOTE: {fir GLASS CAPACITIES ON THIS SHEET ARE iQ BASED ON ASTM E1300-09 (3 SEC. GUSTS) rn AND FLORIDA BUILDING COMMISSION Z m m 9 DECLARATORY STATEMENT DCA05-DEC-219 O g 1z 1/8" HEAT STREWD GLASS 090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS i m i N N SILICONE DOW CORNING 795 DOW CORNING 995 GE 2000 0 10 \ VENT 3/16' HEAT STREWD GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' a z m 3/16" HEAT STREWD GLASS � V) 3 SILICONE CORNING 795 CORNING 995 000 AT 1/4 POINTS %211' Lf WI T WIDER THAN 36" ONLY FIXED LITE GLASS TYPE 'E' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF SEE DETAIL ON SHEET 4. N 'M pGNM "TREWD GLASS a G t7 0 paco.+ Interayer a1 N m Safety -Plus II Q W j LL y^ lymar Extrusion ology, Inc.' {I. 2 - m J S 8" HEAT 5TREN'D GLASS J Z 0 w wmiSILICONE42DOW 4GI CORNING 795DOW CORNING 995GE 2000 o CI\ p N N N "VENT x2 LE 0' M 6 0 N O 8 a1 � v 3/16" HEAT SfREN'D CLASS 0. yr Ern 0.120' Interayer c� to m m c 3 Glasslam Safety -Plus 11 w t n By 'Polymer Extrusion w w 0 ... Technology, Inc.' N o = f C 3/16" HEAT STREWD GLASS z m 3 N SILICONE !i 22 DOW CORNING 795 DOW CORNING 995 I; !. GE 2000 AT 1/4 P011 28 ON LITES WIDER THAN FIXED LITE 36" ONLY GLASS TYPE 'F' 1rDV G 2D1a N1nu11rf7 .��`� o �i •• CEN3t FRODI'ICFREvmw .70692 . B LUding t the F2or d! Acca2taa.;a No. IZ I::ur115..m TE OF�: �Ds^tei� Mlaaf :Je,•.e Pcodnct Cmlhol •,,,, ��@j1y1,�• crowing no. W99-63 TYPICAL ANCHORS TYPICAL ANCHORS 2 WOOD BUCK iffy SEE ELEV. SEE ELEV. OR �� n WOOD BUCK FOR SPACING FOR SPACING -------------------- METAL WOOD RUCTURE 'I C EDG DIST: SSTUTURE j MIAMI—DADE COUNTY APPROVED I 'r 3 a EDGE MULLION & MULLION ANCHORS I EDGE DIST Z M �' a: RA NO .. .. .. a DIST. I I SEE SEPARATE A I I II EDGE DIST. 4 O IL 21 1 s C j y r d vowm ozm 7 QQa0a TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. 0 y N FOR SPACING FOR SPACING G Q w O 0 z_ II II II "� E W ili! i! WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL Q Z Mi w In !!!! !!! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JU O_ AND TRANSFER THEM TO THE BUILDING STRUCTURE. !!!! !III c N SEALANTS: ICAL ANCHORS: sn ELEV. FOR s 3 �' i I :I FRAME AND VENT CORNERS CO ATION S AT SILL 1/4' DLA- ULTRAGON BY 'ELCO' (Fu-177 KSI, Fy8155 3 tO P$ SEALED WITH WHITE/ALUMINUSE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a O a i! i it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � �+ x WEEPHOLES: 3 W THRU 1BY BUCKS INTO CONC. OR BLOCKS ^_ v o 0 �; E., W1 = (1 7/8" X 1/2" WEE4" FROM EACH END 1-1/4^ MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a r1 �S w WITH PLASTIC FLAP VAAM PADS = 7 w W = 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) rn 6 W2 = (1 7/8" X 5/16" WET 4" FROM EACH END DIRECTLY INTO CONCRETE OR BLOCKSWITH FOAM PADS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y -2m W3 = (1 7/8" NOTCH) AT LY 1-3/4" MIN. EMBED INTO BLOCKS (JAMBS) c.� GAT GLAZING LEG IN FV. VENT 3 s h ii i! it 91 M OR SELF DRILLING IN SCREWS (GRADE 2 CRS) m �'0 li I, li INTO MIAMI-DADE COUNTY APPROVED MULUO j = r OR O i! ii it ii INTO METAL STRUCTURES (HEAD/SILL/JAMBS) !I !I !I !I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) SILL RISER STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) II li ii 27 ADHERED TO SILL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i jl ji it WITH SEALANT o r R TYPICAL EDGE DISTANCE P a o 7 it li il_ INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1BY INTO WOOD STRUCTURE = 1" MIN. WOOD BUCK 2 41 � INTO METAL STRUCTURE = 3/4" MIN. W2 3 I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.' c d O 17 14 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. gory r C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •� o — S .. NovF� 201 c 18 15 vi I N0 J 11IAir,TTy,'/'' O ' a° •''� EN3�c'••;V � r . • .. ° . .. PRODUCT REVISED .70592;T a TYPICAL ANCHORS .' < a3 o�moi)mg with TLC Florida $ FOR SPACING SEEELEV.? .. t-°° B-ui1G::�G�c4; e TYPICAL ANCHORS Aw,%. ,No. W1 ° SEE ELEV. EzpaaIIOG Datetz)w13 .. .�yQV` drawing no. 'I_ ^ EDGE DIST. EDGE DIST. FOR SPACING '�RIDP,•�`G\` W99-63 m--=Dade ProActCorzCol ���i ®I PaL I�ii��� sheet 4 of 7 I> § ,� MAX.� n n FOR SPACING » 29m a _ee � � ,« MAX. g9E§2!§§? _me#__ £z R_+b5z _e :#! � -�. !A®" , _2%�� !�_■ _ O W99 -6 FRAME HEAD FRAME SILL FRAME JAMB - VENT FRAME JAMB - FIXED .614 r � •814 I I � .8615 •062 TYP. .8615 A62 .V-_I � I TYP. f !8 �-.375 I-.147 GLAZING BEADS 938 .428T 1,384 Ty, TYP. VENT TOP/BOTTOM RAIL '466 VENT LATCH 2.344 .062 L_J 1.825 .938 I� L491� JAMB STILE 2.187 2.187 5 062 TYP. 062 -�- .6T88-7- TYP. 1.747 M-1.406 �h-1.406 STD. MEETING RAIL H.D. MEETING RAIL (XOX) (Xo, OX) 2.187 062 TYP. L.220 1.251 938 L FE3 II 1.312 ---I 3.126 FIXED MTG. RAIL 1.080 .830 q,062.9.31 .576 .7.062 TYP. - SILL TRACK SILL RISER ITEM M PART I/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 U-5003 1 FRAME HEAD 6063-T6 - 2 U-6001 1 FRAME SILL 6063-T6 - 3 U-2003 1 SILL TRACK 6063-T5 - 4 U-6003 1 FRAME JAMB - VENT 6063-T5 - 5 U-5001 1 FRAME JAMB - FIXED 6063-T6 - 6 U-5004 1/VENT FIXED MTG. RAIL 6063-T6 - 7 5007 2/VENT VENT TOP & BOTT. RAIL 6063-T5 - 8 5005 1/V— STD. MEETING RAIL 6063-T6 - BA 5009 jUA 1/VENT HEAVY DUTY MEETING RAIL 6063-T6 - 9 5006 1/VEM VENT JAMB STILE 6063-T5 - 10 17512 ASROD. GLAZING BEAD (3/8" GLASS) 6063-T6 - 10A UA-5008 AS ROD. GLAZING BEAD (7/16' GLASS) 6063-T6 - 11 AX-3450 2/ VENT EXTRUDED HOOK LATCH, 3' LONG 6063-TS AT 6' & 48" FROM BOTTOM 12 U-5010 1/LATCH LEAF SPRING ST. STEEL - 13 - AS REDD. GLAZING BULB GASKET VINYL - 13A PS-1127 E AS READ. GLAZING WEDGE GASKET VINYL TREMCO OR EQUIV., DUROMETER 70±5 SHORE A 14 U-5504 2/PANEL ROLLER HOUSING & GUIDE NYLON AT EACH END OF VENT 15 U-5505 2/PANEL ROLLER METALUC - 16 U-5506 2/PANEL ROLLER SHAFT ST. STEEL - 17 2/WINDOW BAFFLE NYLON - 18 - 2/13AFFLE BAFFLE SCREWS - #6 x 1/2 SDS 19 - AS ROD. ASSY SCREWS - #10 x i' PH SMS 20 - 2/VENT FIXED RAIL SCREW -SILL - #10 x 2-3/4 PH SMS 21 7919-187 AS ROD. FIN SEAL WEATHERSTIP - SCHLEGEL OR EQUIV. 22 - AS ROD. SILICONE BEAD - - 23 - 24 - 1/VENT SCREEN - OPTIONAL 25 - AS ROD. JAMB STILE BULB WEATHERSTRIP SOFT VINYL - 26 - 1/ WEEP OPEN CELL FOAM PAD - 1- 1/8- X 1-1/8" X 3" LONG 27 U-2001 1 SILL RISER 6063-T5 1 - 28 - AS READ. SETTING BLOCKS EPDM I DUROMETER 80±5 SHORE A e I m d'oA Is o`a o Oto'- 0L0Q8 0`a�rr; O y=w 0 ft LL ZLO _.o �ZOOr W Q ti J m 3 C 0 3 0 m c� 3! 0 � M N � x IV V U N o cO0 �+ t7 U N O O aM� n V � i;i.i+f G J 2019 ,1111L 11t,,,,7'' �FJV�q�t. ��G c •° PRODLICT FmzV,SE D = .70592 r zv wcg[firyT v-iffi the FI BULIdiV, Cod, FaprahcnDere TEOF �90 drawlnq ` no. 99 �U I Z q J s cc 5 � JOL w IWu �, C G 4 0 o O W uNl O'O0� $ O aca O'��z Q W LL 1 {L Z J ZM5 � Qwmi�' O FRAME TOP CORNER ci c o a 0 O O 0 N VENT TOP/BOTTOM CORNER c� c n in 3 x nj O U N Ii m an a L c� E o N U @3 o n m dV) d„ o O �e FRAME BOTTOM CORNER cm 4 oN`�N t<7V Q 5 2017 W LL \\\�\n111111,11 O �� P� //� o •� o � S.'�JON,4FAH E•.• _ 20 PRODUCT REMISED z .70592 cm3pty3n3 arjh dxe Florida Ex i~ericlx Dufe�2�� � TA .'. ({/�� drawing no. FIXED MTG. RAIL COPIN • // S' O 1 0;.•'• �� `/-/�_���— � � W99-63 M�iamiDme t'ramiet (=ontml /��15i 11��11\\�\`'`\ sheet 7of 7 M®MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 OA Gopi Glass Sales & Services Corp. Miami, FL 33166 www.miamidade.gov/economy 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 : Series "510" Aluminum Fixed Window — L.M.I. • - - ummum Fixed Window (L.M.I.)", sheets 1 through 4 of 4, dated 05120/02, with revision F dated 01/22/18, prepared by Al -Far ooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact Resistant name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0728.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0205.02 Expira ry , 2023 Approval Date: March 29, 2018 Page 1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0826.03) 2. Drawing No. W02-50, titled "Series-510 Aluminum Fixed Window (L.M.I.)", sheets 1 through 4 of 4, dated 05/20/02, withrevision E dated 06/24/14, prepared by Al-Farooq ..,Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-02-1211, dated 03/04/02 signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 02-0826.03) 2. Test reports on: 1) Large Missile Impact Test, SFBC PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-02-1145A dated 03/05/02 signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 02-0826.03) 3. Test reports on: 1) Large Missile Impact Test, SFBC PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 .along with marked -up drawings and installation diagram of a series. 510. aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-02-1145B dated 04/30/02 signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 02-0826.03) 4. Test reports on: 1) Large Missile Impact Test, SFBC PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-02-1145C dated 03/05/02 signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 02-0826, 03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated June 12, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. Manuel P r z, P.E. Product Control aminer NOA No. 18-0205.02 Expiration Date: February 20, 2023 E 1 Approval Date: March 29, 2018 - Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade.Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color. Glass Interlayers" dated.03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th 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 letters for Test Reports No. HETI-02-1211, HETI-02-1145A, HETI-02-1145B and HETI-02-1145C, issued by Hurricane Engineering and Testing, Inc., dated 03/05/02 and 04/30/02, all signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 02-0826.03) G. OTHERS I... ......Notice. of Acceptance No. 12-1203.01,_issued to Gopi Glass Sales. &. Services Corp.... for their Series "510" Aluminum Fixed Window — L.M.I., approved on 02/14/13 and expiring on 02/20/18. Manuel Per , P Product Control E am'Per NOA No. 18- 05.02 Expiration Date: February 20, 2023 Approval Date: March 29, 2018 E - 2 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W02-50, sheets 1 through 4 of 4, titled "Series-510 Aluminum Fixed Window", dated 05/20/02, with revision F dated 01/22/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9930, dated 01/18/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 01/18/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0728.07, issued to. Gopi Glass Sales. & Services Corp.. .. for their Series "510" Aluminum Fixed Window — L.M.I., approved on 10/16/14 and expiring on 02/20/18. Manuel P e , P.E. Product Control miner NOA No. 1-0205.02 Expiration Date: February 20, 2023 Approval Date: March 29, 2018 E-3 GOP-30 yFs' �2.a38 3 1/8" MAX. 15" MAX. FALSE MUNTINS /S�<< 1.003 loll FROM ENDS ����------���i HEAD/S---ILL - SURFACE APPLIED GOP-7 w A I OPTIONAL F T an o3x itII I�II 500 OQ�0VZ .969 iOye�Npmr`i1.° �ytNOeN GOP-7 CL i.258 6" GOP-7 6" FRAME HEAD SILL p > GOP-10 Ea 74" J � INDOW WIDTH 2.438 1.003 3 GOP-7 ILL Z to '0 00 Q W 22 MITERED &N.969 WELDED JOINT .076 0 75SO .751) 6cb'p ' ma3 U o GOP-10 II o /�. F�-�1.258 z U m � a 33 3/4" 33 3/4" Z. . f FRAME JAMB o 05 D.L. OPG. D.L. OPG. m - GOP-7 x 37" 37" _ �. 6" �.15" MAX. WINDOW WIDTH WINDOW WIDTH "� I` _ HEAO/SILL GOP-7 w p-.{-,500 Z a USE DAOE COUNTY 7p" —Inl V) M APPROVED MULLION—)- .750 (Ifl Ilfl ¢ M (UNDER .SEPARATE APPROVAL) WINDOW WIDTH M LL �_ rn TYPICAL ELEVATION o -1 TESTED UNITS SERIES-510 ALUMINUM .FIXED WINDOW GLAZING STOP DESIGN LOAD RATINGS FOR. � THESE: WINDOWS TO BE AS PER - GOP-9 g r CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX;/FIX. OR FIXED WITH OTHER - .045] - WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. .65L �50 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. o p H R R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y W W W REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE COVER CHANNEL INCLUDING HIGH VELOCITY HURRICANEI ZONE (HVHZ). GOP-8 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. o o r ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE FEB MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ FE\\111T.I 111�11f8' A LOAD DURATION INCREASE 15 USED: IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH! IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. - _Y ^��.p J F• � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.: THAT ' J' ('I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCTRMSM � ) 0. 70592 .. .� REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. c mptymg with the Flmids 3,^r i•� j{7= s o ` Y THIS PRODUCT APPROVAL IS GENERIC- AND DOES NOT PROVIDE INFORMATION B. I pt C d. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ,q'itiw fYsu: $ ��®'• STATE OF Fmo dfowmg n0. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR - ..f+'•. WATER INFILTRATION RESISTANCE ETC.. Ry Caehat i��s���yy� W02-50 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, Pro&Ael (/ AND TO BE REVIEWED BY BUILDING OFFICIAL. ///t 111 tt\\\\ sheet 1 of 4 DESIGN LOAD CAPACITY - PSF w - U WINDOW DIMS. GLASS TYPES 'A' A,W. WIDTH 'C' � � WINDOW WIDTH � WIDTH LENGTH EXT. (+) INT. 18" (3) 71.D 71.0 = I I a 71.0 L 36" I I �, 2 i; W 30" (3) (3) 71.0 71.0 z .. 35" (3) 71.0 7t.0 42% g a q 6 " (4) 71.D 71.0 r 18" (3) 71.0 71.0 DLO. o _ I-- _24" (3) 71.0 71.0 _J C 3D" (3) 4) 71,p 71.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH :0.: G Fn M 36" (3) (4) 71.D 71.0 a ° D i NOTE:III -� 42" (4) 63.0 63.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED - - Q(3) 71.0 71p VERTICALLY OR HORIZONTALLY AS SHOWN- ABOVE. I ®(3) 71.071.0J(3) 7(L0 71.019 N36" (3) 71.0 71.0 �+3 3 .. z 0f J _Q 42" (4) 63.0 63.0 LI J Q W rn i 18" (3) 71.0 71.0 " (3) 76) 71.0 71.0 - WINDOW WINDOW WIDTH WINDOW WIDTH 30= a q " (3) (6) 71.0 71.0 571.0 71.0 18" (3) 71.0 71.0 o w z I I W o a 24" (3) (6) 7.1.0 71.0 _ -' 30' (3) 18" (3) 96" 71.0 71.0 .. x U) �3 w 24" (3) (7) 71.0 IZ1.0 71.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE z d1 t~A m 26-t 2" 3 - VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE: OR RECTANGLE AS O / () 71.0 71.0 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. V) a N 37" (3) 26" 71.0 71.0 v) 48" (4) (3) 71,0 71.0 D.L.O. = WIDTH OR HEIGHT - 3.25" 53-1/8"(5) 71.0 71.0 � : ., _ 19-1/8"(3) 71.0 71.0 26-1/2"(3) 71.0 71.0 3 16" ANNEALED GLASS 4j "t g r / 3/16" ANNEALED GLASS 37" (3) 38-3/8" 71.0 71.0 48" (4) (4) 68.9 68.9 .090" Interlayer .0901 Interlayer Soflex Clear And Color Glass t'Uvekol S 53-1/8" (5) 68.9 68.9 By 'Eastman Chemical Co.' 1 By 'Annex USA, Inc.'. 71.0 71.0 26-1/2'(3) 71.0 71.0 - 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 37" (3) 50-5/8" 71.0 71.0 48" (4) (4) 55.1 55.1 SILICOSCHNEE MOREHEAD 5731 SILICONE o 0 SCHNEE-MOREHEAD 5731 53-1/8"(5) 52.2 52.2 � 19-1/8"(3) 71.0 71.0 m m a 26-1/2" (3) 7J.0 71.0 - z 57' 37" (3) (5) 71.0 71.0 m i� 48" (4) 55.1 55.ti III ip N o I' ' 1- 19-1/8" (3) 71.0 71.0 II it 1 I o = 26-1/2"(3) 63' 7t.D 71.0 t ' FEB 15.;2018 g�oW 37" (3) (5) 73.D 71.0 o - o `\%XIIIIIIII, 19-1/8. (3) 7.0 71.0 - 5 /��ti�' w 26-1/2"(3) 74-1/4" 7) 0 71.0 w AT 1/4 POINTS ON LITES AT 1/4.POINTS ON LITES 37' (3) (6) ONLY THAN ONLY 7 " 71.0 71.0 'WIDER THAN 36PRODUCT REVISED 3' I �) .'70592 a NUMBERS IN PARENTHESIS INDICATE GLASS TYPEA' GLASS TYPE 'Cas -mWyi gwith the Fkaide NUMBER OF ANCHORS REOD. PER SIDE. Buildmg.Cade . AccePtmtce No «•':%�J,3 ESQ _ " c u NOTE: GLAZING OPTIONS imnooDxe ��• pTEOF drawing n�o. GLASS CAPACITIES ON THIS SHEET ARE °2QR1Di•• ®�: i BASED ON ASTM E1300-09 (3 SEC. GUSTS). nntemi Dy deProdOcr 4�'yp"' �7t��f®�s$i1.tt��\ shee( t 9 of al TYPICAL ANCHORS SEE ELEV. 1BY OR 2BY FOR SPACING WOOD BUCK. I e , .e ° ° EDGE DIST. ,e <e e . A 3 _� i!I Oi \-SNAP COVER #12 X 1" SMS li! !I: OPTIONAL 0 7" FROM ENDS !! I! & 12" O.C. TYP I!1 I!i I. I. 11 lil III lil TYPICAL ANCHORS I MIAMI-DADE COUNTY APPROVED I I j I MULLION & MULLION ANCHORS I SEE SEPARATE NOA I I EDGE DIST. I II I II TYPICAL ANCHORS - SEE ELEV; FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY. GOPI Gb MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTE AND TRANSFER THEM TO THE BUILDING STRUC E. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS -SID LED WITH SILICONE SEALANT. U� N Z n 3' EDGE DI I Z " H z �� Qf zN a ea 0 � O —� O W N 0t� \" c°-m 0 TYPICAL ANCHORS SEE ELEV. � N 0z i FOR SPACING � W m W E, J 0 < f ANCHORS: SEE ELEV. FOR SP Q w m f jj O 1/4": DIA U TRACr\N BY ' (`n' (Fu=177 KSI, Fy=155 INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) �- U THRU 1BY.OR 2BY BUCKS INTO CONC. OR BLOCKS rn G 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) V i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 y a i DIRECTLY INTO CONCRETE OR BLOCKS w GO a 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w 4 2" MIN. EMBED INTO HOLLOW/FILLED :BLOCKS (JAMBS) z y N o 1/4 DIA. TFKS OR 5E F-DRI IN . SQREWL (GRA CRS) RES H a V N I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 1J- ^ ALUMINUM:. 1/8" THK. MIN. (6063-T5 MIN.) I z o STEEL: 1/8" THK: MIN. (Fy = 36 KSI. MIN.).aN _Q v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) h C7 r ,412 SMSOR MF-DRILUNG SCREWS (GRADE 2 CRS) C— � ! � INTO: _MIAMI-DADE:COUNTY APPROVED MULLIONS - (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM:::1/8" THK. MIN. (6063-T5- MIN.) (NO SHIMS) d STEEL: 1/5" THK. MIN. (Fy = 36 KSIMIN.) (NO SHIMS) 8 3i C (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p s W o 2 CRITI�A D DIcrAN � - INTO CONCRETE AND BLOCKS = 2-1/2" MIN. d g d INTO :WOOD :STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ° W000: AT HEAD, SILL OR JAMBS SG = 0.55 MIN, c y o CONCRETE AT HEAD,. SILL OR JAMBS f'c = 3006: PSI MIN, y R o C-90'I HOLLOW/FILLED BLOCK AT JAMBS f'm = 20D0 PSI MIN. o o C u '0�. EN@F i w R i 'RODUCr)REVISED o.70592 S. ~ s: uc —plymB.witl "Fiatle 6uildmg C�ele J _ o a a c I .Aoceptsnce NO 5;02 ExMaftmO DsI%®•. STATE OF drawing no. 4 By �ORIOPs• ' ®�� ',;k`S�;_ W02-50 i "HORS G ITEM PART 11 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 GOP-10 2 FRAME HEAD/SILL 6063-T5 2 GOP-7 2 FRAME JAMB 6063-T5 3 GOP-9 4 GLAZING BEAD 6063-T5 - 4 GOP-6AS REgD. COVER CHANNEL 6063-T5 OPTIONAL 5 ip8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 6 V12 % 1" AS REOD: GLAZING BEAD SCREWS ®-7" FROM ENDS k 12" O.C. - F.H. SMS. 7 2/ LITE SETTING BLOCK, DUROMETER 57*5 SHORE A EPDM Gt- F u O U N r WELDED JOINT V G ui . AT ENDS a C - 0 M g ., - -_ b 3 N w N J�J LL oQ O J J WELDED JOINT Q w O0i f �' AT ENDS 1 /4" LAX v U p O SHIMS o m N v -2 - TYPICAL ANCHORS ELEV.4SPACING 2 U 3.� 5 OPTIONAL CORNER o 4FOR .: Tn M 1 �z o CIRCULAR WINDOWS I w •ao t g •- ¢_ 3 B EXTERIOR D.L. OPG. - vwi C.0 Di. r O 1BY OR 2BY WINDOW WIDTH- - WOOD BUCKS m G G u .. O a W - 33 33 "a ds RECT. OR SQUARE WINDOWS - -TYPICAL ANCHORS O MIAMI-DADE COUNTY .. SEE ELEV. /'APPR,D MULLION FOR SPACING y SEE SEPARATE NOA .: N y $ TYP.-'CORNER DETAILS o-; FEB 152018 - - "ROL'UCT REVISED- •. 706B2 amDIY,+B with lM Florida 1 .! : Y`f = 0 3 c Building Cade . EXTERIOR Acecytmwe Blo Fx Pets ® STATE OF !(�� drawing no. _ WINDOW WIDTH WINDOW WIDTH BY. _ Mimni Ptad6el �(��ORIDP.•�®��\ 7i/�®®AiAL W02_cJo - I��♦♦♦ sheet 4 of 4 ACOR" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 2/28/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Certificate Department W.F. Roemer Insurance Agency, Inc. PHONE FAX 3775 NW 124 Avenue • 954-731-5566 A/C No): 954-731-8438 ADDRIESS: certificates@roemer-ins.com Coral Springs FL 33065 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Evanston Insurance Company INSURED NJBCU-1 INSURER B : NJB Custom Interiors, LLC DBA: NJB Construction INSURERC: INSURER D : 2885 S. Congress Ave Suite D Delray Beach FL 33445 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 203580037 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE ] OCCUR 3C52690 5/6/2018 5/6/2019 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECOT- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED TTRETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If es, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Replacing non -impact windows with new impact window glass laK I R'IUA I t MULUtK Miami Shores Village Building Dept 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRIIZEEDNR.EPRESENTATIIVE CIw-1 �M4 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/04/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Automatic Data Processing Insurance Agency, Inc. PHONE FAX A/C No Ext : A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # 1 Adp Boulevard INSURER A: NorGUARD Insurance Company 31470 Roseland NJ 07068 INSURED INSURER B NJB CONSTRUCTION INSURER C : 17712 HOLLY BROOK WAY INSURER D : INSURER E : Boca Raton FL 33487 INSURER F : COVERAGES CERTIFICATE NUMBER: 1103515 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AINSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7OCCUR EACH OCCURRENCE $ DAMAOE To RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY jRa LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY(par.. MBINED SINGLE LIMIT$ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A N NJWC972966 03/23/2018 03/23/2019 X1 ER T H- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Contractor License: CGC1522167 GtK I IFIGA I C MULL/CK VAIVVCLLA I IUIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Ne 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Contractor Job Name 5 Job Address MRH Exp. 1551 ►J� i cx� S t - _' 1_ �i .�r I - _. t-- $�+-'I�— I I (-1 j ! !� .. - I I I --1 L i - ._.�_ - I L--- - --_• - 1.-� ' � _L_ ' � ' �r_ � I I .' _. I I I- I —r---I I I I I I I I � I I I L , I i i I I � I I I � (Iil,,lll L f l Opening ID Opening Description Opening Dimensions (Between any Mullions) Width Height (in) (in) 1 Horizontal Roller 37 x 38 2 Horizontal Roller 74 x 26 3 Horizontal Roller 74 x 26 4 Horizontal Roller 74 x 50 5 Picture Window 19 x 49 6 Horizontal Roller 74 x 38 7 Horizontal Roller 74 x 26 8 Horizontal Roller 37 x 26 9 Horizontal Roller 74 x 26 10 Horizontal Roller 74 x 50 - -� I �- < —I - - - - 1--. r I 1 I � I --_ - - - - j j- I ! I I I I I I I I I I _� t T7 —' I I I - -' 1 - - - I a I I l I —_ —, i� i r.,r r r s;�f 11, I. l t ! {I ( -1 I ! I :� - I IJ I I I I ��D� i i p 9 ��-�---I� �_ ; A iq ---I YI �__- -� -i--' --�,;-W-) rF'T' _ I I Y •-� -� I `�i I , I _ T I l ri � T Tr1 c; )Mpl tl♦,nl ,t= WfiiFtl 1 t FEh6R,�t! its; °h �tf>>rr}yrRu �Snr�r�tfUl A41bNi I , -- I ill I I__11 1600 S Federal Hwy., # 207 • Pompano Beach, FL 33062 • T 954 784 6991 • F 954 781 5708 • info@c5es.com CATEGORY Engineering Services, Inc. Property: Ines Beltrame Trst 1551 NE 105 St Miami Shores, FL 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel • (954) 781-5708 Fax • amanda@c5es.com • CA #25854 FBC, 6th Ed. (2017) / ASCE 7-10 WIND PRESSURES FOR COMPONENTS AND CLADDING Contractor 0 Prepared By AS Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dimensions Width Height Required Pressure (per ASCE 7-10) Product Design Pressure (per NOA) WINDOWS/DOORS (in) (in) Positive (ps) Negative (psfj Positive (psj Negative (psy) 1 18-0319.12 Horizontal Roller 5 12 37 s 38 43.0 -57.6 100.0 -150.0 2 18-0319.12 Horizontal Roller 5 12 74 x 26 42.2 -55.9 100.0 -150.0 3 18-0319.12 Horizontal Roller 5 12 74 x 26 42.2 -55.9 100.0 -150.0 4 18-0319.12 Horizontal Roller 5 12 74 x 50 40.4 -52.3 85.6 -85.6 5 18-0205.02 Picture Window 4 12 19 x 49 43.0 -46.6 71.0 -71.0 6 18-0319.12 Horizontal Roller 5 21 74 x 38 41.1 -53.8 100.0 -127.3 7 18-0319.12 Horizontal Roller Horizontal Roller 5 21 74 x 26 42.2 -55.9 100.0 -150.0 8 18-0319.12 4 21 37 x 26 43.0 -46.6 100.0 -150.0 9 18-0319.12 Horizontal Roller 5 21 74 x 26 42.2 -55.9 ]00.0 -150.0 10 18-0319.12 Horizontal Roller 5 21 74 x 50 40.4 -52.3 85.6 -85.6 Ultimate Wind Speed (V „) imonl 175 Exposure Category C Internal Pressure Coeffient (Gcpi) 0.18 Directionality Factor (Kd) 0.85 Mean Roof Height (it) 21 Width of Edge Strip Uy 6 These wind pressures have been prepared in accordance with the Florida Building Code, 6th Ed. (2017). The allowable pressures provided here (W,,) are given as 0.6*W ,,, where W i, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (V ,,) and the parameters given herein. W,,d as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting strictures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. Mellinger, P.E. FL PE# 50049 k 'Y 2/7/2019 RF11190207 2017-RO OK OK OK OK OK OK OK OK DK DK MIAM1•D,ADE ML4,MI-DADE COUNTY LAW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Universal Impact Windows & Doors, Inc. 1675 West 312t Place Hialeah, FL 33012 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.- : Series "Rebecca" Aluminum Horizontal Sliding Window — L.M.I. Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/01/99, with revision G dated 11/06/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section- I&SSILE IMPACT RATING: Large and Small Missile Impact Resistant e manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 16-0706.13 and consists of this page 1 and evidence pages E-1, E- 2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 18-0319.12 0611511alt Expi ay , 2023 Approval Date: May 24, 201$ Page 1 Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 99-1116.04 & NOA# 03-0601.01) 2. Drawing No W99-63, titled "S-Rebecca Coastal Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/01/99, with revision G dated 07/22/16, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an OXO aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5260, dated 07/02/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08-0506.08) 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, per TAS 201-94 5) Cyclic Wind Pressure Loading, per TAS 203-94 6) Forced Entry Test, per TAS 202-94 along with marked -up drawings and installation diagram of an OX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2308, dated 07/15/99, witnessed by the late Gilbert Diamond, P.E., reviewed, signed and sealed by Jose D. Mitrani, P.E. Test report was further reviewed and revised by addendum letter dated 04/18/2000, signed and sealed by Aldo P. Gonzalez, P.E.(Submilted under NOA# 99-1116.04 & NOA# 03-0601.01) (Test conducted per PA201, 202, &203-94, now classified as TAS201, 202, 203-94) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 01/22/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0319.12 Expiration Date: May 12, 2023 Approval Date: May 24, 2018 E-1 Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. NOA No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. NOA No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus H Glass Interlayer" dated 10/03/13, expiring on 08/07/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated January 22, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 13-0514.16, issued to Universal Impact Windows & Doors, Inc. for their Series Rebecca Aluminum Horizontal Sliding Window — Impact., approved on 08/01/13 and expiring on 05/12/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W99-63, titled "S-Rebecca Coastal Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/01/99, with revision H dated 11/06/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification complying with FBC 6th Edition (2017), dated 10/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0319.12 Expiration Date: May 12, 2023 Approval Date: May 24, 2018 E-2 Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/18/18, expiring on 07/08/19. 3. NOA No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. NOA No. 16-0208.12 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus H Glass Interlayer" dated 06/16/16, expiring on 08/07/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6'h Edition (2017), and of no financial interest, dated October 20, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0706.13, issued to Universal Impact Windows & Doors, Inc. for their Series Rebecca Aluminum Horizontal Sliding Window — Impact., approved on 07/28/16 and expiring on 05/12/18. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0319.12 Expiration Date: May 12, 2023 Approval Date: May 24, 2018 E-3