The URL can be used to link to this page

REV-18-834_ - Miami Shores Village�� ,4� U\ Building Department g M \� 3 0 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: v\ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (per tFBC 20 BUILDING Master Permit No. ^V V S e PERMIT APPLICATION Sub Permit No. E'w (S - U �� OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q S 1 V C � 0 S T q p City: Miami Shores County: Miami Dade zip: Folio/Parcel#: l ( - '� `10 6- 4 13 - 1 1 % 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0 V e'`f k(\hy101q S C A Phone#: Address: `l J V 1\3 T City: rA 'MT 5 V% C) f 25 State: PL Zip: *� 31 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ �.�� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE % - W q tv-S Y 5 i �tl; Specify color of color thru the Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ - $ O CCF Fee $ Training/Education Fee $ CO/CC $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ oD (Revised02/24/2014) N. Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Zip N/A 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of ?1 a"�t , 20 / & , by who's personal) wn to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: APPROVED BY The foregoing instrument was acknowledged before me this Q day of f '�� '1 .20 l ? , by as me or who has produced identification and who did take an oath. NOTARY PUBLIC: ly knoyvn to as Sign: Print: A$DIEL RnGG79b ��'""°• JASMIN M VEGA MY COMMISSSeal: EXPIRES: MY COMMISSION # GG147563 Bonded Thru Nota EXPIRES October 01, 2021 Plans Examiner 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, 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: alifier/Owner Signature �c��wr'�-�►"tq�� Date Print Name F MIA wamdubm"a4m ef4 !Tom — All*= 1084odM M-WEDOWEN6 WINdWM" 2��14.w*Dm" ER�l NO-W :ft4'.w0__ Property Search Application - Miami -Dade County Page 1 of 1 - . OFFICEFTHE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-1170 Property Address: 95 NE 98 ST Miami Shores, FL 33138-2334 Owner ROBERT WILLIAM SHAW III SHANNON KELLEY SHAW Mailing Address 95 NE 98 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,358 Sq.Ft Living Area 1,805 Sq.Ft Adjusted Area 2,074 Sq.Ft Lot Size 9,309.25 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value $232,824 $232,824 $177,099 Building Value $144,350 $144,350 $144,350 XF Value $7,006 $7,073 $5,320 Market Value $384,180 $384,247 $326,769 Assessed Value $154,423 $151,247 $150,196 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $229,757 $233,000 $176,573 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 OF LOT 22 & ALL LOT 23 BLK 8 LOT SIZE 80.950 X 115 OR 17589-2108 0397 1 Generated On : 3/10/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $104,4231 $101,2471 $100,196 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $129,423 $126,247 $125,196 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $104,423 $101,247 $100,196 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $104,423 $101,247 $100,196 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/02/2017 $620,000 30564-3296 Qual by exam of deed 03/01/1997 $115,000 17589-2108 Sales which are qualified 07/01/1984 $106,000 12219-3356 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 3/10/2018 7 w \ C -r U a- n 5 P : = q h (GCp - GCp V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category II Table 1.5-1, page Exposure C Socdon 26.7 Kd 0.85 Table 26.6-1, page 250 KrA 1 Figurc 26.8-1, page 252 GCpi 0,18 -0,18 0.55 pitch ofroof 3112 140dcgr- thela 14.0 deg,- Specialty Engineering Consultants, Inc. • • • 1599 SW 30 Avenue, Suite #20czc- Boynton Beach, FL 334328FL CA# 009217• • • 0 Wind Velocltes in South Florida • • Dade eroward Palm Beach Risktar. 1 • • 165 156 156 Low risk to honmrs If-, shods skCH. 2 • • Us 170 170 Single FanulReadeaccs FMVR 3A V 186 180 180 Essential Facilmm 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 362 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 372 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 41.6 -49.7 -41.1 -48.9 40.7 -48.2 -40.3 -47.4 -39.9 46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 372 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 1 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 48.5 -414 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -532 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 42.6 -49.5 -42.2 -48.7 442 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -512 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 402 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -512 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 44.9 -52.4 -44.4 -51.6 -44 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40,Z11 �4Gji 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2-52.8 -44.8 ��V0 '0/,�2 glr7 1. 30 46.3 -50.3 46.3 -62.I 44.9 48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 -45.6 414 -53.2 40.9 -4sm-L.% 9 3•• .6G. 1 0.770 2 AR 8 2018 TE OF � Q .,O ' •. O Rip • �,�,. NAI EN�'\'% „1111 A kL • t• • • • • • • . : • s, • W. • • • • • • • • -^ • p� • • • • ' r• • • 7E't GARAGE • • • ' ' ' •� a 51 3/4 X 49 1/2 • • • • . FL #16736.1 P . LAUNDRY' DINING FAMILY f-n A 52X31 14 LF# KIT �? 35 314 X 36 3/4 BED w (+60/-60) 72 7/8 X 37 i FL#16736.1 LIVING (+60/-60) i ) FL #16736.1 `t•'- BATH' . ENTRY' NS 61XTH1 { 35 7/8 X 24 7/8 (+60/-60)Xw e FL #16736.100 72 7/8 X 37 S a FL #16736.1 " ?' ° O f a �� , • �•v 73X371/8 �'. FL #16736.1 � In, W slvolly IAOJ JU CINV SlITlU J.1Nn()J 1.1 V I s z jryj/{ -1VUJC13J -nV HlIM JJNVI-ldI% ) Ol 1J If) If1;; V if w FinL) A �- �O6 i dA® OMP PRODUCT APPROVAL NUMBER: FL #16736.1 •;;:;• • , , ;....: .... .... ..... . OPENING IDENTIFICATIONS... .... •, ...... . ,,,;;, 1-7. HS 1/4/2018 Florida Building Code Online ]' n .yh M1c� ra BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I SCIS Site Map Links I Search Fl 'da *Product Approval IUSER: Public User 6 Product Approval Menu > Product or Application Search > Application List > Application Detall 0 OFFICE OF FL # FL16736-R2 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Q Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine 0000 kpine@cws.cc . • • • •••• •••••• Technical Representative Jay Lathrop • • • • • • • • • : .... ; • Address/Phone/Email • 1900 SW 44th Ave 000400 • • • Ocala, FL 34474 6000 • :Fee*: (352) 368-6922 Ext 291 • • • • o o o o jlathrop@cws.cc • • • • • • •. , • •• •• •••• •••••• Quality Assurance Representative Arturo Monteverde • • Y • . • • • Address/Phone/Email 1900 SW 44th Ave : ' ; • Ocala, FL 34474 • • • •' • (352) 368-6922 Ext 221 : • • • • amonteverde@cws.cc ' • • • • • • • • " t Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE f✓i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8oblp/o2fZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3dp/o3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaw of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1sI/ HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, ill" x 63", XOX. Limits of Use Installation Instructions • 00000 Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.Qdf • • • 0000 9494 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 96t01 • • • Impact Resistant: Yes Created by Independent Thi"lvy; Yes • • • • • * 0004 Design Pressure: +60/-60 Evaluation Reports • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRenort868L.oaf • : •• I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent ThiOlgdl- yi Yes • • Glass complies to ASTM E1300-04. • • 0000 • • • • 9664 •• •• •••• •••••• Back Next •••••• • • 00 • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-126 • • • • • • • • • • •• • • • The State of Florida Is an AA/EEO employer. Convriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessihiity Statement :: R•frnd Atatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please tick here_. Product Approval Accepts: "M 19 Credit Card Safe https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obla/o2fZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXAa/o3d%3d 2/2 URNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. • • • • . . .... ...... Technical Documentation: ...... .. .. • ...... 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North ",-FL ; ; 2) Approval drawing CWS-871 C, signed and sealed by Lucas A. Turner, P.E. • • • • • • • • • ' • • • 3) Test Reports NCTL-210-3887-1, 4A, -2, and -2A, by National Certified TestMi Laborafories; • • • • • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:* VAA 201; ��?,;203 ,,,, , • `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WD"CSA • • 101/I.S.2/A440 `08 ' ' ' • 4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas Ar. Turner, P.E. ; ; • • • • Installation: Units must be installed according to approval document CWS-871C. •' ' Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02, • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 60' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. P......W��s., Lucas No Ssm t -P Turner = * e 2017-08-30 = •: �Z 16:09+20:00 %� STATE oP '%4,�•.•�c� P•.:2�',`� 8/29/2017 S'"••O A k '' 4�t`. �,040 /ONA t-S Lucas A. Turner, P.E. FL PE #58201 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HORIZONTAL SLIDER - LARGE MISSILE IMPACT • ••• ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 75 114" MAX. OVERALL FLANGE WIDTH 74" MAX UNIT W ID'W6 • • �33' GLASS DLO-�j • • • = • • • • • • • 641/4' ' MAX FLANGE B HEIGHT 63" MAX UNIT HEIGHT 58 13116" GLASS TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................6 B =Mll� —33' GLASS DLO 36 5/16" MAX SASH WIDTH 59 9116" GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-0401/09. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1' LOCATED 4' FROM BOTH ENDS. FMAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING T 74" x 63" 1 +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z 3 azp H Ow0 �wp0 0 zoZ 0aZm U. �w3 �3M= z zxm O OHO Z0 UcZaFya Q Z —:30— Ozoozo > ¢3pwo OU. z z Fa pa�}�30� W LL �Naw VJw a ?=a XONa w _~2 a. 2: a F a w d 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS-871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 00 uiiE 0 :00 00 "OEM SECTION C-C ALTERNATE FIN FRAME INTERIOR "4D vAND SIMILAR. SILL IS AR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 8 36) HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED J= DUPONT PVB WTERLAYER 1/8' ANNEALED �n3 PURFECT GLAZE'H' } SIKAFLEX 552 GLASS TYPE A 1:1 —1/2' GLASS BITE OUANEX DURASEAL IG SPACER WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 az3 Ow0 w000 w zoz xLKW O am3>-O-3m U. Hw �3gx z zxi� 7d' o OXo TR2 fJ Z�M�ZF-Dw OzudznU- P-'L OowZ g�OFpFQ- �QSS Z w ODwrj)Owtnw LLmw QJfgH a O w�0 ILXW a D- W PpORENo No 58201 10 STATE OF ;W 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL LAWN BY: DATE: ADE 10/10/13 VG #: REV.: CWS-871 C :ALE: SHEET 1:2 2OF5 ITEM PART # 1 FI-1497 2 H-1699 3 H-1836 4 H-6052 5 H-6048 8 H-6049 9 P3029 10 P3033 11 P3113 12 P.3218 13 P3228 14 P-4754 15 P3342 16 P3352 17 P3429 18 P3539 19 P-4730 21 P-5250 22 P-4779 27 P-4958 28 P-952 29 P-4959 30 P7633 31 S-1112 32 S-1498 34 S-1776 35 S-1999 36 S-2000 37 S-6005 38 S-6013 39 S-6014 40 S-6063 41 S-6064 42 GLASS 43 PARTS LIST SCRIPTION Inf. Sash Meet. Rail Inf. S. B. R./S. S. R, et. Rail, Fxd. sh Top/Bot. Rail in Fr., SH, w/ Fin., PVC sh Meet. Rail, PVC sh Side Rail, PVC in Fr., SH, w/Flg., PVC reen Pull Tab reen Spring, SS row Support, PVC reen Frame reen Spine, .155 Dia., Bic. reen Frame Comer Key am Sealer, SM-5504 t. Bilk., 85 Dur., 1/8" x 5/8" x 2' itp., 0.270 x .187 back FinSeal, x 314" Square TEK 2 One x 1/2' Truss PH TEK 2 One ring Lock, Impact, PVC Iler, Tandem x 1 1/4 Ph FH TEK, Wht. spar, impact, PVC )ep Cover w/ Flap x 2 1/2 Ph Truss SMS tary Lock spar, Rotary Lock itp., 0.420 x .187 back Fii rrel Fastener ie Hock, Head, impac d Catch, Head, impac Lift . Adapt.. w/ Nib. PVC VENDOR Alum • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • s • • • • • ••• • • • • • 1/8' Keymark AI ••� I••• • •� •• Keymark Alufh • • • • • • • • • Mikron PVC • • •2*11/16" • • • • • • • 3 Mikron PVC Mikron PVC l� Mikron PVC • • • • • • • • • • • 1 1/2' 3 6- 2 1/8' 1/16- FIXED RAIL - 1836 Mikron PVC • • • VCTRVULANE-6—• t () Summit • • • • • • • • • PVC FRAME FIN-6048 Hurley • • • • • • • • • • • t 15/16' 1 3/16' Team Plastic Rubber f�23/16• 9/16' Allmetal RollForm 6 7 4 !/16- Allmetal Dapa 15/8'15I/8' 15/8" q 15/16' Nylon 1111 I 1/16' �q 1/16- Schnee Silicone LLL Franki-owe Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FD(ED RAIL COVER - 606 URrafab Fastenal Steel Ua•�_ Interlock M&M Nylon Fastenal Steel Interlock M&M Nylon Ajax Steel Suliven Zinc Sullivan Zinc Uftnafab Fastenal Steel Mikron Mikron Alum Alum Alum PVC PVC PVC ng Bead Mikron PVC SHEET2 CARDINAL GLASS rt Glaze "H", SikaFlex 552 Henkel / Sika Silicone $ 3116" i 1• 1 O L v1s• SASH MTG. RAIL-1497 6" - I 15 5/18' 3/16•� 3/4- 7/j8— 1/16' 33' PLAN VIEW-1999 HEAD IMPACT HOOK -1999 S.B.RJS.S.R. - 1488 03116. O _ 6" _ I T— 36 1/16- PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3/16' 3" "i IF�� 1/2" r � �J T SCREW SUPPORT-3113 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 ru�cu mac i n� rR SCREWED TOGETHER WITH OUTERFRAME 3 1:8 rvll 15/16' 1� SASH REINF. -1699 7/16' 1 t/4' 34 1/16- ROLLER TRACK -1776 114" 1 7/L 7/8.1 9/1B 31 L 1/16' PVC GLAZEBEAD - 6064 GLAZE BEAD -1112 1/2'F1 /8'�{ II 1 5/16 3/8' ' 3 1/16' PVC SCREEN CATCH - 6013 1/16- PVC ANTI -LIFT - 6005 5/16' 1118'-1 39 1/16- PVC SCREEN SUPPORT - 6014 WINDOW SYSTEMS L1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 3 az3 pw0 �wwa0 � Z�Z OKZm LL �<-w3 �3�x U 0wA- Zal-k)a y < OZUMZO a I--U-200LLZ g�OF�FO- 5�5a z W OU)ui NO wcow LLmwa O -jmI- wW W BE co X a. ►- a. 03a id3m z:7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 /G #: REV.: CWS-871 C ALE: SHEET 1:2 3 OF 5 .. .. . . . .. .. . 12 1/2' MAX O.C. (TYP.) 6' MAX (TYP.) 6- MAX ('TYP.) 17' MAX O.C. (TYP.) i4.,.X, • • e • EE NOT002 • • • 1�1 f`3":rvp • S I s • •I I I I I � all AHOR LAYOUT - (FLANGE) NC 44 MAX (TYP.) • (TYP,. -� INSTALLATION • *4CHO%WV.) • • • • • • • • • • • • MAX O.C. • • • • • • • • (TYP-) �8" MAX O.C. (TYP.) I I I I O I I I I I I ^ I I al Ij I I I I I ANCHOR LAYOUT - (FIN) gomffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EE NOTE 2 W W W.CW S.CC 8200 PVC INSTALLATION HORZ. SLIDER ANCHOR (TYP.) IMPACT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1' FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) z 3 az3. owo �wp0 o z0z owEm LL �-Lu Z gx Z Z29a U 0DI-ZaPya Z to ZH�(A OZV�jZO�IUiV <3:0w0? z w LL(ow�QJco) � O WHa o (LM a H a Wawa z -7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS-871 C :ALE: SHEET 1:20 4 OF 5 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE .. .. . . . .. .. . 07 MN. EMBEDMENT — SEE TABLE 1 MN. EDGE DISW. 000 • • • #I/4' MAX S}IIM SEE TABLE 19 • • • • • • • • • • • • • • • • • • MN. EMBEDMENT • • • �I SEE TABLE 1 INSTALLATION ANCHOR •• • SEETAiLE1•• ••• • ••• • • • • -1/4' MAX SHIM • • • • • • • 1/4' MAX SHIM MN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. / � A'*� VERTICAL SECTION SEE TABLE t 5 TYPICAL SILL ANCHORAGE -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / n 1 HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS F E ANCHOR TYPE MIN. E—M FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2' 1-1/8' FLA FLANGE 7 PCF MN. CONCRETE (2.85 KSI MN.) 3/16' ITW TAPCO 1' 3/16" ELCO ULTRACON 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2' FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-318" 7/8' FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE 16 GAUGE (0.060') MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.65) #8 WOOD SCREW 1-1/2' 1/2" PERIMETER SEALANT BYINSTALLER iNSmF coin ni n• MN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS L_- SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX SHIM WWW.CWS.CC 8200 PVC HORZ. SLIDER SEE TABLE I IMPACT gz 3 PERIMETER SEALANT Z ta�z0 W j p Q F WF O W BY INSTALLER INSIDEAND OUT W 9 Z O Z d' F H — m 3 O W 3 m 3 O_ INSTALLATION ANCHOR Z O Z 2 2~ �_�w SEE TABLE 1 V OHO U O y a F h G- SEALANT BEHIND O 0)i — 0 � j \ FIN BY INSTALLER 0 (�jrn O 1 HORIZONTAL SECTION H LL MO O LL 3 0 O Z 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION H F O Q } j 3 O W LLN W�OJ fnH co w2:aO w0 P a� It Ls a X ( p� HORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 10/10/13 /G #: REV.: CWS-871 C ALE: SHEET 1:2 5 OF 5