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Home My WebLink AboutMisc Letters Your Proposal has been Approved! BNT Impact Windows and Doors / SCC 131151154 590 Southwest 9th Terrace, Suite 1 Pompano Beach, FL 33069 # BNT Phone: (954) 233-0126 IMPACT WINDOWS&DOORS Rubin Custom homes ,__-`a" F-`r^ V^'t Job Address: 2002 NW ROYAL FERN CT. Palm City, FL PALM CITY, FL. 34990 Print-date: 12-30-2019 BNT Services Impact Windows and Doors are committed to serve our customers. Protecting your home with impact windows and doors will give you and your family peace of mind. We have over 1,000 satisfied customers and over 28 years experience in the industry. BNT Services has an A+rating with the Better Business Bureau and an A rating with Angies List. Below is the proposal and price breakdown and attached to this proposal is the material list, footprint, and brochure for your new windows and doors. Thank You For The Opportunity To Earn Your Business! "The Best of the Best" https://youtu.be/wmb9OksM6TE Installation Video https://youtu.be/ gBAaPaE3C0 How it's made https://youtu.be/7DcdNSOdl Os Attached Files: Price Breakdown Code Title Description Price MATERIALS AS PER ATTACHED LIST QUOTE#5940703 $35,974.32 FRAME:WHITE GLASS: SOLARBAN 70 XL-LOW E-IMPACT RESISTANT PGT SINGLE HUNG 7700 PGT SLIDING GLASS DOOR 770 INSTALLATION OF 4-AR7720A $6,850.00 13-SH7700A 4-MULL 4-SGD770 t-� bma PERMIT $650.00 y }yam t�0 .Fft% Ucr °�`�, Electronically Certified Official Record DOCUMENT INFORMATION Agency Name: Clerk of the Circuit Court, St. Lucie County, Florida Clerk of the Circuit Court: The Honorable Joseph E. Smith Date Issued: 1/21/2020 11:28:13 AM Unique Reference Number: BAA-CABIBEAGCBCJFC-BCBBB-EGGEFFB-CHFGJ-1 Instrument Number: 4664551 Requesting Party Code: 20181406212952 Requesting Party Reference: record ing@stlucieclerk.corn CERTIFICATION Pursuant to Sections 90.955(1) and 90.902(1), Florida Statutes, and Federal Rules of Evidence 901(a), 901(b)(7), and 902(1), the attached document is electronically certified by The Honorable Joseph E. Smith, St. Lucie County Clerk of the Circuit Court, to be a true and correct copy of an official record or document authorized by law to be recorded or filed and actually recorded or filed in the office of the St. Lucie Clerk of the Circuit Court. The document may have redactions as required by law. HOW TO VERIFY THIS DOCUMENT This document contains a Unique Reference Number for identification purposes and a tamper- evident seal to indicate if the document has been tampered with. To view the tamper-evident seal and verify the certifier's digital signature, open this document with Adobe Reader software. You can also verify this document by scanning the QR code or visiting https:/Nerify.Clerkecertify.comNerifyimage . *"The web address shown above contains an embedded link to the verification page for this particular document. NIX. ICI FLORIDA BUILDING CODE 6th Ed.(2017)/ASCE 7-10 MW DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING-CRITICAL CONDITION WORST CASE For Buildings with a Mean Roo ' ht of 60 Feet or Less �� ENGINEERING, INC. DESIGN PRESSURES FOR INTERIOR Z NES "Zone 4" DESIGN PRESSURES FOR EXTERIOR 909ES "Zone 5" v Mean Roof Mean Roof Height Tributary Area(sq.R) Height Tributary Area(sq.R) (ft) 10 50 (ft) 10 15 20 1 25 30 40 902 NE 1st Street,Suite 2 378 36.8 36.1 35.5 35.1 34.7 34.4 34.1 33. 15 37.8 36.8 36.1 35.5 35.1 34.7 34.4 34.1 338 Pompano Beach,FL 33060 -41.0 -40.0 -39.3 -38.7 -38.3 -37.9 -37.6 -37.3 -37 50.6 -48.G -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42. Phone:754-333-0877 16 34.6 34.3 16 36.0 35.6 35.2 34.9 34.6 34.3 CA#30702 -41.6 -40.5 -39.8 -39.3 -38.8 -38.4 -38.1 -37.8 -37.6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 38.8 37.8 37.1 36.5 36.0 35.6 35.3 35.0 34.7 38.8 37.8 37.1 36.5 36.0 35.6 35.3 35.0 34.7 Ultimate Wind Speed(mph): 170 17 42.1 -41.1 -40.3 -39.8 -39.3 -38.9 -38.6 -38.3 -38.0 17 -52.0 .49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 Exposure Category: C 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 Risk Category: 2 18 -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 18 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 Topographic Factor(Kzt): 1.0(Flat Terrain) 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 Directionality Factor(Kd): 0.85 19 -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 19 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 GENERAL NOTES 20 40.2 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 20 40.2 39,1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 1 Wind Speed,Vult 3-second gust -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 2 Risk Category:2(General Residential and Commercial Const.) 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 3 building official and product approvals before use 22 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 -54.9 :52.7 -51.2 -50.0 -49.0 -48.2 -47.5 -46.8 -46.3 4 For situations requiring Kd=1.0,multiply the values in 24 41.71 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 these tables by 1.18.Verify Kd requirements with local -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50.9 -49.9 -49.1 -48.4 -47.7 -47.1 5 Enclosed Building:Gcpi=0 In;onsult Engineer for other conditions 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 6 Tables to be used in conformance with Allowable Stress Design 26 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 (ASD)method and in conformance with ASCE 7-10 and as 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 28 43.1 .42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 outlined herein. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -42.5 -42.2 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 7 These tables are NOT site specific 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 30 43.7 42.6 41.8 41.1 40.6 40.2 3%8 39.5 39.2 8 Charts ONLY valid if signed by Mark E.Weber,PE. -47.4 -46.3 -45.5 -44.8 -44.3 -43.9 -43.5 -43.2 -42.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 INSTRUCTIONS 48.1 -46.9 -46.1 -45.4 -44.9 -44.5 -44.1 -43.8 -43.5 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 1 Tables depict worst case design pressures,with 34 44.91 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 34 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 unknown variables at critical condition. -48.7 -47.5 -46.7 -46.0 -45.5 -45.1 -44.7 -44.3 -44.0 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 2 Tables are valid for any roof slope.Where reductions for roof 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 36 45.4 44.2 434 42.7 42.2 41.7 41.3 41.0 40.7 slope less than 10 degrees;consult Engineer for site specific analysis. -49.3 -48.1 -47.2 -46.6 -46.1 -45.6 -45.2 -44.9 -44.5 -60.8 -58.5 -56.8 -55.4 -54.4 -53.4 -52.7 -52.0 -51.3 3 Determine average roof height.If average cannot be 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 determined,use the peak roof height.Round up the roof 49.9 -48.6 -47.8 -47.1 -46.6 -46.1 -45.7 -45.4 -45.1 61.5 -59.1 -57.4 -56.1 -55.0 -54.1 -53.3 -52.6 -51.9 height to the next highest table value. 40 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 40 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 4 DeterRine,tthhe tributary area(length x height)of the opening -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 in que§tion Round:the,tributary area down to the next l!_.---k, "w ,;,y ,ea 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 smallest table value.If e trbutary area is unknown,use 44 44 t , 'flu� -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 th'ost cnhcal vale( 0s q are 7t). 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 5 For area bet48 ween structura mullpVs;use as tnbutary area. 48 _52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 6 Deteein ine the Zor a as Interior 4 or Exterior 5). 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 An opening with•anypartio with closer^"distance" 8/7/2019 52 52 sri .:¢rr -53.3 -52.0 -51.1 -50.3 -49.8 -49.3 -48.8 -48.5 -48.1 -65.7 -63.2 -61.3 -59.9 -58.7 -57.8 -56.9 -56.1 -55.5 to a building corner shall be consdered in an Exterior t4 Ik44 f 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 Zone(5),otherwise Wall of the opening falls more t fan� -54.1 -52.8 -51.9 -51.1 -50,5 -50.0 -49.6 -49.2 -48.9 -66.8 -64/ -62.3 -60.8 -59.7 -58,7 -57.8 -57.0 -56.3 "distance"from a building corner,the opening shali?6e, f# f 50.6 49.3 48.3 47.6 47 0 46.5 46.0 45.7 45.3 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 considered in an Interior Zone(4). 60 60 _y -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 .58.6 -57.9 -57.2 7 "Distance"as refered to above,shall be determined as the GENERAL NOTES smaller of 10%of the minimum building width or40%of 1 These tables apply to walls and vertical surfaces only. the height,but not less than 3 feet. 2 Permit holder responsible for use of tables and building department official to verify values and coefficients listed herein. 8 Read the worst case positive and negative design pressures 3 Tables intended to illustrate design wind pressures as listed and no other warranty or certification is intended or applicable. for use as required by governing building department. MARK E.WEBER, PE 4 Document is considered property of MW Engineering,Inc.,and Mark E.Weber,P.E.as such cannot be reproduced #53895 in whole or part without express written consent. NOT VALID UNLESS SIGNED WITH RAISED EMBOSSED SEAL — — -- - Measuri' - -B�lT ng-Sheet--=----- . _�...__.... __ -- Glass frames flame RAYMOND-& BONNIE DEEGAN _ Address 2002 NW ROYAL FERN CT - A PW 74X37 JGSG 26X71 3X71 L N 1X71 _ 95X95 7X71 ' I SGD 95X95 j SH 47X71 r j SG 8X95 SXL 9 M SH 47X71 N SH 31X71 R O SH 18X25 --- - RCH Q P H I S 73X99 Q" SH . 47X62 a t R FD 74X96