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WS-15-2282 Miami Shores Village 1Rr.CRTv�r� Building Department SEP d g 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 i Tel:(305)795.2204 Fax: (305)756.8972 �B / INSPECTION'S PHONE NUMBER: (305)762.4949 6 ) I� FBC 2019 5_4h- BUILDING Permit No.W-s PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: y(DO we. I6Z Sf- City: Miami Shores County: Miami Dade Zip: 40331,50 Folio/Parcel#: 11. 3 ZOW-0171 OU ZO Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): QWbfL LOlPhone#: Address: y©0 N E' IC)?, !)T• City: 1 11 A M I State: F�-- Zip: 3 3150 Tenant/Ussee Name: Phone#: Email: CONTRACTOR:Company Name: FLogi DA }20I'IE 11'Py0 VC AE2UT-5 Phone#: q54-1 Cl Z4 y 15 Address: 4010 9.W• 30 pv6 City: •44csw1vcxc State: FL Zip: 3331-2 Qualifier Name: WAgwE 'I` gveNE1r Phone#: qgV-'IALVUlS State Certification or Registration#: cbC O CD 16 C1 0 Certificate of Competency#: Contact Phone#: Email Address: PeV'"14-5 @_ 01apyCxJQCA'•LCxn DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ ZZi O(o9 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New YRepair/Replace ❑Demolition Description of Work: 2EPlACE 13 W W00W5 Au0 1 DOOZ %-oI1 rnPAGT• -51ZAe Foe 'yze Color thru tile: Submittal Fee$ C? Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ r TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 permi is issued. In the absence of such posted notice, the inspection w"aprovedreinspection fee will be charged. Signature Signature Owner or Ag t Contract The foregoing instrument was acknowledged before me this Z The foregoing instrument was acknowledged before me this Z day of St'P� by d EEA �PL—Z day of 5�'�WL 20 t5-,by WAy1 �' 8�eut'Ii who is rsonally known to m or who has produced who is p sona�knqw� me or who has produced tification and who did take an oath. as id tific 'on and who did take an oath. A NOTARY PUBLIC: NOTARY PUB C: Sign: Sign: i 1111i1111NN/A��lb /_ Print: 14 i�.G,Z Print ti \sS10NF My Commission ExIpesi; Property Search Application- Miami-Dade County Page 1 of 1 4%iiiiiimtow mor R�ICE OF THE 1rJ*R^UPE1i I Y APPIRAIlb'ER .� � Summary Report Generated On:8/26/2015 Property Information Folio: 11-3206-017-0620 Property Address: 400 NE 102 ST Owner CHRISTOPHER LOPEZ ANDREA LOPEZ Mailing Address 400 NE 102 ST MIAMI,FL 33150 s 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 1,720 Sq.Ft Living Area 1,345 Sq.Ft Adjusted Area 1,523 Sq.Ft Taxable Value Information Lot Size 5,750 Sq.Ft 2015 2014 2013 Year Built 1953 County Assessment Information Exemption Value $50,000 $50,000 $0 Year 2015 2014 2013 Taxable Value $1487971 $147,220 $211,150 Land Value $138,150 $120,704 $107,030 School Board Building Value $106,001 $103,259 $104,120 Exemption Value $25,000 $25,000 $0 XF Value $0 $0 $0 Taxable Value $173,797 $172.2701 $211,150 Market Value $244,151 $223,963 $211,150 City Assessed Value $198,797 $197,220 $211,150 Exemption Value $50,000 $50,000 $0 Taxable Value 1 $148,797 $147,220 $211,150 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $0 Save Our Homes Cap Assessment Reduction $45,354 Taxable Value 1 $148,797 $147,220 $211,150 Portability Assessment Reduction $26,743 Sales Information Homestead Exemption $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 Previous Price OR Book- Sale Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 07/30/2013 $395,000 28757-1956 Qual by exam of deed School Board,City,Regional). 05/01/1997 $125,000 17671-1169 2008 and prior year sales;Qual by Short Legal Description exam of deed AMD PL OF MIAMI SHORES SEC 4 07/01/1993 $98,500 15979-4930 2008 and prior year sales;Qual by exam of deed PB 15-14 LOT 12 BLK 91 05/01/1986 $75,000 12900-1642 2008 and prior year sales;Qual by LOT SIZE 50.000 X 115 exam of deed OR 17671-1169 0597 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/26/2015 � Gil r SEP 0 9 2015 5 t a Special ngin ns s, p. BY +^tip`t'1-f.P;vf Wind Velocites in ou a S 9 Boy Dade Broward Palm Beach ' h, 3343 -5,-�� Risk Cat.1 165 156 156 Low risk to hnen n farms,sheds 5 + r Rik Crit.2 I75 1711 17(I Sin le Famil Residences i, `' Risk Cat.3&4 186 180 INTI Essential Facilities �- P r-q h (GCp- WP j/ Intstuctions and limitations of Use , I Charts provide wind pressures based on the mean roof hei ht.And shall not exceed 60'-0". 2 Desi n Pressures are for an enclosed builindin shutters or other Im act resistance protection required). V(mph) 175 1620 FBC for HVI IZ,or Fig 26.5-1 a 3 User shall determine the mean roof height,(Eave hepht+Roof Peak)2. Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor of 10%of length 10%of width,or 40%o(the mean roof height and not less than 3'-0" Exposure C Section 26.7 5 If 50%of a component is in a particular zone than that component is considered to be In zone height, the majority of the area.If questionable then place In Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each component,window,door,mullion has a tributary area that Is area to be used.Area of components to rounded down but shall not be less than 10 at. Kzt 1 Figure 26.8-1,page 252 7 For NOA's that re uire a Kd=1.0 then multi Iy the values listed herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind ressures ora based on Allowable stress desi n. pitch ofroof 3/12 14.0 degrees 9 Designanressures liherein are valid for Exposures B and C and ex osure .(max roof height 30) shown left. criteria sholeft. theta 14.0 degrees 10 Charts d valstedues listed D herein are only valid when signed,dated and sealed by Gary McDou le,PE#56214 or D.Adam LeBlanc PE#77012 11 Wind design pressures are calculated in accordance vdth ASCE 7-10,Method 2 12 1 No reduction is taken for slopes less than 10 degrees. Area Ofcome.Area of com orient Arca of cam orient Area oCc nt Area of com orient Arca of cont Area of com orient Area of com orient Area of com orient Area oCcom orient Area ofco on�mt 10.0 sF 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sC 45.0 sf 50.0 sf 55.0 at 60.0 at Mean Roof I Iei bf Zone 4 Zone 5 ' Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 .Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 All 38.4 38.4 37.9 37.9 .37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6,00 -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 4 . 39.3 39.3 38.9 r 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 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 -513 -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 -51.1 142.1 -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 37.2 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 36.5 38.5 38.1 38.1 37.6 37.6 37.2 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 -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 1 -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 -41.4 -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 x44.4 -53.2 -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 44.2 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 1 -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 -51.2 -43.4 -50;4 -02.9 -49.5 0 • 48.8•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 40.2 39.7 39.7 39.3 39.3 • • 260•• - -6W 647,4 -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 4503 a 419 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•• - -60.? -4�.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -SS.S -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 •••••• • 459 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 -6. • -45.2 -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 -5l U/ 0.7 •••••• • •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 `� .7 40521"pE 2 -6.S• �A69 -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 `� r ••••• •1.4613 4`3•• •J0.9 44.9 44.4 44.4 43.9 43.9 - 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40� A• •4Q. F` ••••• 30 -0.3 -62.1 -48.9 -59.4 -48.4 . 58 S 47.$€ -57.6 -47.4 -56.8 -47.0_ 5$.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 - *,2,_\4_44+g6051" • .... __. - No 77012 • • tin ?-7 � iC Y a V711, g5 • 0000•• _ _._M *: OOO • • • • 0•000•••• BY DAT3 000000 0000 $T E I 000• • - Q • ��i9\ �.�� A'10 � i IN k t ,r^ CGNI�' IANCE MrH All FEUEFAL �•2 5 7015 1 � ._�c�T i0 �. " l 1 .,1 r nIN, LC t rN�'f t t�L:=S AND PFISL 1- KO 1S � ..,, MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART ' Address:400 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/ No Yes/No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 391/4 x 821/8 NO YES 2 WINDOW FL16736.1 +60.0 -60.0 -53.6 73 x 62 .L 1 x 4(+/-80) 3 11. 'j. FL9520.2 .l. 4 -43.4 73 x 49 3/4 5 FL16177.1 +70.0 -70.0 35 5/8 x 37 6 .L .L 1� 1� 35 7/8 x 371/8 7 .j, FL16736.1 +60.0 -60.0 -53.6 731/8 371/4 8 .j. FL16177.1 +70.0 -70.0 -43.4 35 3/4 x 24 3/4 9 .L •, 1L 11, 35 7/8 x 25 10 .j. FL16736.1 +60.0 -60.0 73 x 371/4 11 .j. FL16736.2 ,j, 1l -53.6 1101/8 x 491/2 •1, �, 12 .j. FL16177.1 +70.0 -70.0 35 7/8 x 491/2 .l• �, 13 36 x 49 1/2 14 35 7/8 x 491/2 ••• • i• • ...... .... . 00 ..... ••i• ... 0000•• ••• •••iii 0000 • •w .. • . •. •• FHA - DIAGRAM SHEET 0 see F Oorii6sa �, bior�n�-irsss*rov+�eaas:�$ MEASURING TECH MEASURE GATE • • •• ,assn®Ci: � �'©.t�}* ► �-711T 777777 t AD Ai • • • • • w ! ! • • • • • -00 go •CUSTOTAER'S'�►+4M ' •FHArI.EiD NUMB s' ER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS , _ • t _ _ 1 Florida Building Code Online Page ] of 2 Imm F{ lode(1411E(1(d eas mome I Log 1- ' user moistratim HotTapfcs S submit swaheroe stats s facts 1" s"i,£r w nctU RN nip'; I 1 Wx 3usines Professi real u�°d.Approval Regulation $aaiuu Aoorov i nu>P�vdu�d'Anolr ,Qn S®rrh>Application List>Applicallal DKK FL# FL16177-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emafl 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave, Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative Say Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Gh Evaluation Report-Hardeopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 63 Validation Checklist-Hardcopy Received Certificate of Independence EU6177 R1 COI EvalReo CWS-812B F5H-8100 IMA NoSillAnchi odf •• 00: • • • • • •• Referenced Standard and Year(of Standard) : •• • • • • • • • • • ••• • Year •AAMA/wflMA/•C'a5A gfYI.:.2,Ck44a 68 2008 XSTM E1300-D4 2004 ASTM E1886-05 2005 • AST11•E1996-Q4• • •• as 2009 • •PA V 201,122/2Qri • 1994 • • 0,0 Equivalence of Product Standards ••• • • • Certified By • . ••• • • • http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?p,4• r E Q$tngAXhlOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products 00 FL# Modal,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Urnitsi of Use Installation Instructions Approved for use in HVHZ Yes FL16177 RI 11 CWS-812B(SH-8100.IMP,NoSillAnchl.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design pressure-+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. EL16177 RI AE DuPont PVB NOA 13-0129 27.odf Safety glazing required on outer lite above 30 ft.in HVHZ, FFL16177 RS AF EvaiRep CWS-8128(511-8100.IMP, Glass Complies to ASTM E1300-04. NDSillAnch),i3 FL16177 RI AE Q uau nex( f ron)NOA 12-101.7 02 pdf Created by Independent Third Party:Yes eadr QULU ,k;:1940 North Monroe Strut.Illahassee FL 32M Jam;850.487-1824 Th•State of Florida Is an AMMOemployer.yoovrioht 2007.2m1a state of .:: temart.:Accassibifty Abatement Under Florida taw,small addresses are public reoods.Nyou do nok want your e-maff address released M resp mos t•a pudic-rawrda request,do mt$wd electronic mail to 8113 entity.Instead,contact the once by phone orb/traditional mall.If you have arty questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licanead under Chapter 455,F.S.must Pmvda the Department with an email address r they have one.The a mafls provided may be used for official communica8ol with the aeamee.However small addresses are public record.1r you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the pudic.To determine If you aro a licensee under Chapter 455,F.S..please click 1 KL. Product Approval A,cWts: savurit ser rntt-a • •• • • • • ••• •• • Y • • • • • • •• ••• •• • • • Of • ••• •• • •• • • • •• • • •• • • http://www.floridabuilding.org/pr/pr app dtl.aspx?A -W*ENXQkDivvy4ngAXhlOy... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51718"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5fh Edition(2014)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 Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 2011202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA I01/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed.(2014)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. 00 000 0• - lt� • • • • .� No 58201 ';A . *ft'!• •• :�' ••. 4/18/2015 •j;•d+�i • :•• i : ..rr ;Lucas A.Turner,P.E. 9TAIle �tyP' -,,44-' FL PE 458201 ♦a, a�.r '�Ft ..� .,..4: .�� •Lucas A. Turner .. '"' X015-04-18 ' : :.'.: : : : :."•X2:20-04:00 GEN NOTE SINGLE HUNG - LARGE MISSILE IMPACT t.THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED {� 7• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VVId�TEM EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1998 PER THE FSC_ WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 33118'MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'O!X'. 8100 PVC --51718'MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: 4711116"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,� �y INFILTRATION TEST PRESSURE AND GL ASS TABLES ASTM E-1300.04. MAX __ � 5.ANCHORAGE:THE 33113' STRESS INCREASE HAS NOT BEEN USED - CS C tN THE DESIGN OF THIS PRODUCT.SEE SHEET B FOR ANCHOR Y F OVERALL I DETAILS.WINDLOAD DURATION FACTOR C&I,8 WAS USED FOR WOOD m FLANGE ANCHOR CALCULATION& HEIGHT B 0 B COLA S� B.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ORE = O DLO L.; i 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O w µA4 I I USED AT FtkEO MEETING RAIL AND JAMB. Ftr • •• UNIT 006 0 o a • • • 71 HE NT a SERIES 1 MODEL DESIGNATION SH-8100. ` •• ••• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: • • 0 0 0• • • X=OPERABLE SASH,O-FIXED SASH o •• ••• • • • 3+18 i :-7 • • • 26 7Ar' 10.SECTION CALLOUIS APPLY TO ALL ELEVATIONS IN A SIMILAR It m d • •••• t GLASS LOCATION. X44,"uii.4 •• is•• •••. •• •I ESI IT B 11.EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4'FROM BOTH ENDS. $ .+ �i•' • ••• •• • •••••• • • **go •••• I I G *t' Ni+ 58201 �:;7�+„L • ••• .... . .. U Lucas A. * S .. ... - v+ (STATE OF =+u? Turner ` •. •.• •..�•• ..•.•• ® A 2015-04-11 ys�F�f G R • •• • •••• 461116' 15.15-04.DO '•'+i1y0 p niN�*+ • •••••• •••• • • GLASS DLO •••••• on., 4111/2015 MAX.SASH W LOTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 SH GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES$ELEVATIONS.....1 9w bATE— DESIGN PRESSURE ` GLAZING NAIL................................2 MAX. UNIT SIZE IMPACT RATING BAT W18112SECTION VIEWS.................................3 RATING lAws: Few- EXTRUSIONS 8 B.O.M........................4 ANCHOR SCHEDULE 3 NCRES.........5 51-718"x 61-314" +/-70 PSF LARGE MISSILE IMPACTCWS-812 8 INSTALLATION DETAILS....................6 ` SHEET 115 1 OFS QOW MTEM I IBM SW 44TH AVE. OCALA,FLORIDA 34474 .cws.cc 8100 PVC SINGLE HUNG IMPACT I kO _N - 1 718'OVERALL INSULATED GLASS 716'OVERALL INSULATED GLASS V8"ANNEALED OR TEMPERED 1$"ANNEALED OR TEMPERED G7 m co 7/16'AIFtSPACE 7178"AIRSPACE a 5118"LAMINATED GLASS 571 fr LAMT NATED GLASS 'd y 1/8"ANNEALED Yf8"ANNEALED ❑ LLl ! 1 W ric f .086'PVB INTERLAYER BY DUPONT • •• IBD'P48 INTERLAYER BY DUPONT I ❑ SP • • • IN'ANNEALED f • � • ••• • : •••• 118"ANNEALED •••••• DURASEAL 8Y TRUSEAL • • • • • DURASEAL BY TRUSEAL •••••• 4 PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECT GLAZE'H"OR SIXAFLEX 552 m <.0 V2'GLASS ��I»faffffh •• ••• •••• •• •• 14 1 112"GLASS BITE0 boo* 000090 � .s�cENyF d. • • 3t Yate 58209., • •••• •••• Y S � • •• ••• 'A� • • • •••••• %�0� STATE 4F • •• ••• •••• +,yam �`�� 44'•2,�. •••••• lC •+ OR1 t �• •• • � •••• mfr�GNn nti•�p • • *00*• FIXED LITE 9ASH GTE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#55201 1239 JABARA AVE, NORTH PORT,FL 34258 PH.94"80-1574 TDE�RP-T GLAZING DETAILS o BAT 08/18!12 bWff-v- REW GWS 8i2 B SHEET i:1 218 INTERIOR �1��NDOIM�EYSTH15 19W SW 44TH AVE, Or-ALA,FLORIDA 34474 W WW.CWs.CC 8100 PVC � SINGLE HUNG IMPACT ItT N 3 1 1 1 4 W G] m SECTION B B N NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N RIGHT SIDE SHOWS SASH SEOTION VIEW, cc aQ • 0• 14 W p CL CL •• ••• • • • ¢ Ci 0000•• y WTERkJR 0:4 000 0 • •• ��psmarry • (�y �t��pg1t�W�i� •• ••• 0009 •• •• V • ••• •• • 0000•• ,,•�� `bb EN$Fo�p�,y"�yi • 58201 • :7s�y • ••• 0000 •••• *� • • • • # i*� • • 0000 0000 •• ••• 1 "f,'�o- STATL OF tl1�r • 0000•• y�y�7yyjy 0 0 00 00 • ' 000000 00000 Z�_ ' 1 6 sl1112015 0000 2 LUCAS A.TURNER,P.E, FL PE 8 58201 1239 JABARA AVE. NORTH PORT,FL 34268 PH.941-380-1574 91 TUN: SECTION A-A SECTION VIEWS BAT 08/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20.25-26,36-37,44,51-52,55-56,84.67-68 �2 SHEET 30F6 FAM usT FRAME CORNER l��(lrrtriss�nn ITEM PARE I MMaln r.. VENDOR MATERIAL 3ll6" CONSTRUC7KMi i! (j((J/ 1 H-6031 Main FL,SH,WRg.,PVC Hal Mikron VI WCWO 3 fSTE44S 2 H-603'1 sin Fc,SH,w/FI .,PVC,Sill Mikron Vinyl 1 t 15)18" t�•—z31tfi" 3 H-8031 Main Fr„SH,wJPI .,PVC L.Jb. Mkron Vi 1 1900 SW 44TH AVE. 4 H-60M Man Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 6 S-1577 4n act mark Alun 3 1 T- e CCALA,FLORIDA 34474 W W W.CWS.CC 8 H-6027 Sash Meat.Ras,PVC Mogen Vinyl 21/18" 4 /6A7 1 5nY' 9 H•1497 Ralnt,Sash Meet.Rail Keymark Alum 1176' nn 10 H-8028 Sash Bottom Reil,PVC Mkmn Y7n 1 1116" ilt6" OORNER WELD 8100 PWC (ALL SIDES) ti 12 -6004 Sash Ski ik Bot.Rall Mon Vinyl t.e SINGLE HUNG 73 5-149$ Reird.S.B_R.fS. PVC FRAME FLANGE-6031 PVC SASH 67M.RAIL-8= PVC SASH TOP RAIL-8027 IMPACT 14 56084 ed.,7J8" Micron Vi 18 S-W13 Scm.Adopt.,V413,PVC,vwm. Mkion Vi yl N 19 5414 SCM.Atlapt.,PVC,Vent, Mdaon V r I t 712" � � ui 20 -6029 3�h Stop/Filler,PVC,Val. Mkron Vinyl 1 3+16 23 60-1699 Reiniorcemem,SBR Keymerk Alum a p 24 P-21 go ante BSI 9/1G— 25 P-3059 Sash Cam,PVCBSI Plastic �q ff Y 28 P-W46 Take ClipBSI SS 6 -ih-1118' 1516" 2118" 1116" FUtED MF_E'fM10 RAIL 27 P-3783 Lack, PVC Interlock SCREWED TOGETHER WITH v 1l16" OUTERFRAME 'n 28 -4089 Impact,PVC InterlockP2110 u 30 P-3215 Wasp C04Ar W/Fl Gabr' REINF.,IMPACT HOOK-1112 19 W 32 P-3429 Wst .,0270 x.187 back FinSeal G LAtra y 37 P-4638 118 x 2-1/2 PW MOd. sa, PVC SASH S�RAIL-6W FIXED RAIL-Ism w w Cr W Type A,TEK 2 Fasterial 38 P-3768 48 x Ph PH Flub i yt6„ X16' 39 -4051 1r81r 1.259 Ph FH TEK, Hub C 112"40 P-4264 FN PH wf IN . Hub City • P-3342 Seam S6itler,SM�4 • Schnee 7/e" •--(t t 5✓16' —{t _ ¢ o 45 P-3752 IM •12" AM Nylon •• P-343$ Or PurW Glaze 1W I-lenkel 1116' • 48 P-3352 SeMElk,85Dur.,IW f W 12*L9L F.Lowe RubberPVC SASH STOP-eoGs PVC SCREEN CATCH-6013 PVCFIXEDRAILOOVFA-6063 PVC SCREEN SUPPORT-6014 aaa�aaaOREitI+� z .M59MI •. 51 P_683 T Sibl. to • • • pro s'c� 3l4" i/4` �•.- j' Ne. 582Di s: t • Kir Sash 2 GLASS 314• r. • Fix Z14EET2 •E•• 3fi6" 58 P�281 er Duras 9 •• Pri216 lama, dz. Alimetfll Aum i 1Y76' ilia° t• V16" 7!B' 1 '. a� • •P 3216 cry Frame,Vert.••• Allmetel un 1116' �— �_ $TATt? OF J 4!� 84 P-3321 S rams ••• Allmetat Plasila REINF.S.9.R./S.S.R.-1496 REM. BTM RAIL-1689 REINF.TOP RAIL-1497 PVC GLAZING BEAD-8084 �� • P 3581 creels CNth, 6 x 16 FI a Beltervue FI lass ��hp+OWAt- 1 •• M'i P-3226 ftlen ne,.155 la. Dept m t • P 3029 II Tab • • Summk Alum P 4033 Screen SpiftEs Fl.Screen SS 4/11/2016 70 P-M 13 pport w PYC T.Plastics Ion LUCAS A.TURNER,P.E. 77 §-1836 Alum.Fixed Rall Kaymark Akan O Brie• ..„ FL PE#58201 72 Sd063 Com,Phced Rail Mkron Yi 1 O 1239 JABAFIA AVE 73 -1112 FIGInbrcement,Impact Hook Kaymadc Altar NORTH PORT,FL 34288 74 P-3547 I#a x 1/2',Pan Head,TEKI Fastanal I Steel PH.941-360-1574 1 5116" i✓2` oeSt7t�T LINE ITEMS NOT USED: �� s—a 3118J� —3,_—__� BOM AND EXTRUSIONS 5,7,71,15-17,21-22,29,31,33-36,41-03,4S,49-SD,65,57-81,89 7B„ L— i SCREW SUPPORT-3113 nomwww" IMPACT HOOK BAT 06/18/12 5-1577 CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TB UNLESS OTHERWISE NOTED. SHEET 12 40F6 6"MAX.(TYP•) 17'MAX D.C.(TYR) WINDOW SYSTEP" g MAX(TYR) 19W SW 44TH AVE. OCALA,FLORIDA 34474 I WW W.CWS.CC i 0 112' I SEE NOTE 2 8100 PVC MAX.O.C. (1YPI SINGLE HUNG oINSTALI.AT1 IMPACT ANCHOR(TYP.) 1 W) N WW 4. Q T � I I I I U 2 W 10 V2' xOz > MAX O.C. ¢ u+ p W (TYP.) oC 9L r •• 1 Icl �y 00 ••••ff 4"(TYP.) -- -- -- Q •• m 4 • • •••••• 4"(TYP.) NO ANCHORS REOJIRED IN SILL L •i ••• •••• •• •• a�`� 'aEN i •I •s• •f e f i s• e• ANCLiOR LAYOUT-(FLANGE) �JQ:•'\� ON A' �� • • •••• s•s• `v. Ne 5aW1 Nd S: • • • • _ y1 • T� •••• •••• Z9 STATE OF FUj • i.INSTALL ONE ANCHOR AT EACAt4L471ON LOCATION.NO ANCHORS REQUIRED IN SILL. $f NA �a`.t��` •• •!•� ••• • ESAIM AS R 1 > N INSTALLASTIO;ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GRATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRL�HIGH DENSNY PIIPATIC OR BETTER WOOD SHIMS ARE NOTALLOWED. • • • • •••I&W-HOR TYPI,6ICL,SPACING AND EMBDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6, 4111/Z015 4.ALL IINSTALL t"APd HRS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION, FL PE 156201 1239 JABARA AVE. S.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 NORTH PORT,FL 34268 SPECIFIED IN TABLE 1,SHEET 6. PH.941-M-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CO NCREMCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY.l'FOR WOOD AND METAL 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DES04FD BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOJIREMENTS AS SHOWN IN TABLET,SHEET 6.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: CWS-812 B FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) LE' SHEET 1:15 5OF6 TYPICAL HEAD ANCHORAGE MAN.EMBEDMENT SUBSTRATE 2D��ow� _-�-8 E TABLLE I SEE TABLE 1 BY OTHpp 1900 SW 44TH AVE. SUBSTRATE BY OTHERS V4"MAX SHIMtSEALANT LE i SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS-CO ..MIN.EMBEDMENT PERIMETER SEALANT BEE TABLE i IN INSTALLER EDGE EOIST. 8100 PVC INSIDEAND OUT INST.ALLATIONAhCHOR SINGLE HUNG SEALANT FLANGE BYINSTALLEREE TABLE 1 IMPACT i/a•MAXMaxsHIM M N Q LANT Yg INSTALLATION ANCHOR Lu BEE TABLE 1 D E BY INSTALLER a w O CONTINUOUS DOUBLE 3f16•BEADS OF B HORIZONTAL SECTION 1� O 2 � TREMGLAZE Ui6�SEALANT AROUND 6 TYPICAL JAMS ANCHORAGE O PERIMETER AT ALL INDICATED POINTS F Ir BETWEEN FRAME AND BUCK BY INSTALLER, 0 5 a • •• S2 • • • 1f4"MAX.SHIM U • SBALANTBEAP" • • • w w •• •W NAGE BY INSTALLER• ❑ ❑ • •I ••S•••s 2: :ni co 4 O •• •}& TER ANT• • MIN,EMBEDMENT • BY INSTALLER • • • INSIDE AND OUT• SEE TABLE 1 ,14pUugb� • •81IDSTRATEB)FHEN• SBQ01 S'A` • ill TABLE 1 E • • •••• •••• MIN.EDGEDt37- • • • • SEE TABLE 1WICAL SECTION • • • •• A VWMALSILL ANCHORAGE Syp�•4•",STATE OF j•��a •• ••• • • • • �'"i B�ONA1.'G��` •• • • •• �bunslNT" s • • • y *POO* •••• • • ..f'-.� • 4/11/2015• TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. UBSTRATETYPE ANCHOR TYPE PAIN.EMBEDMENT MIN.EHE DIST. Y FL PE#58201 CONIC.RETE(2.0 KSI MIN.) 3/18•rTW TAPCON 1-1/2' 1.1/8" BY INSTALLER NATER SEALANT 1239 JABARA AVE, BY ANDANO NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED GNU(117 PCF MIN.) 3/18"TTW TAPCON 1• 2• INSIDE OUT C HORIZONTAL SECTION PH.941-31W1574 (METE(2.85 KSI MIN.) 3118"EL:CO ULTRACON 1" 1' C BOX FRAME INSTALLATION .941 31 GROUT-FILLED CMU(ASTM C�) 311 B"ElCO ULTRACOIV 1-1/4" off- 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3118' TA INSTALLATK7Id DETAILS 2X III,SOUTII1r!PINE(C3-0.55) OR ELS LILTRAOON 1-378" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X UK SOUTHERN PNE K3-0.56) #10 WOOD SCREW 1-318' 7/8' UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: ::i��- 16 GAUGE(0.080•)MIN.STEEL STUD #1618 HLTI KWIK4 I.EXOR TIW FLLLIHREAD 06/18/12 {33 KSI YIELD M" TEKS SELF-DRLLM SCREW TMU 0.060• 7/18' -MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OEBI:AT ; y. 118'ALUM.M063-TS MIN.)OR #10 GRADE 5$ELF-TAPPING t FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. S-812 B 118•STEEL(33 KSI MPH) DRILUNG SCREW 11I 10•i29' 7/16' SHOWN FOR FLANGE WINDOWS.PRODUCT ANCHORAGE IS IN DANCE WITH REQUIREMENTS AS SHEET 6OF6 Florida Building Code Online Pagel of 2 K low=alai A Fnnm( al BQS Home Lop In User Rapistration Hot Topics I Submt Surcharge " Stall Facts t rubke to ns r= x i,:tx.MXa. S 3us�nes (� I I aproductAprovalPfo na Regulation Pr�luct Approval Menu>Product er AooR®Gpn Seardi>Application LL+3>Application Dotall mmFL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L3 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss*cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc 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 Lucas A.Turner the 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 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 CDI EvalRep CWS-8718 tHS-8200 74x63 IMP).12df Referenced Standard and Year(olbstandardl •• •• Year ••• ••i •• AArA/j1D4A/C.J/101/i.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• •• A%17M E1996sQ9 • 2009 i • i i• "S 20s/,m4ot 1994 • •• • • • • • • • • Equivalence of Product Standal'd9• • • • • • Certified By htip://www.floridabuilding.org/pr/pr_apjLdt •aspx9Wral4;vCdEtXQwLDqu8obl%2flZrn6... 6/24/2015 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 04/13/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL* Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 53",XO or vx. Limits.of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 Rl fI CWS-8716 fHS-8200.74x63.I PM t_adf 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+/-6D psf.Outer lite in FL16736 R1 AE DuPont PVB NDA 13-0129 27.Ddf I.G.must be safety glazed when used above 30 ft,in HVHZ. FL16736 RI AE EvalRep CWS-871B(HS-8200.74x63. Glass complies to ASTM E1300-04. IMP).Ddf FL16736RI AF Iivanex(Mikron)NOA 12-10117 Q2,Df Created by Independent Third Party:Yes 16736,2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 631,XOX. Limits of Use Installation Instructfions Approved for use In HVHZ:Yes FL16736 R1 fI CWS-869B(HS-8200 111x63.IMP).Ddf Approved for use outside HVHZi 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,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.0 In I.G.must be safety glazed when used above 30 ft.in FL16736 Rl AE DuPont SGP NOA 11-0624 02.Ddf HVHZ.Glass complies to ASTM E1300-04, FL16736 RI AE EvalRep CWS-869B CHS-8200.111x63. IMP),odf FL16736 R1 AE_Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Baer Santer I ::1940 North struma Street.Taiahaasime Ft 32399 Phone,1150-497-1974 The State of Florida is an AA/M employer, owlight 7007-0i n Stab..f a+odda.;:RdmM Stalame ;; Under Florida taw,email addresses are public records.if you do not went your email address released in response to a pubilc-records request,do not send electronic mail to this entity.Instead,contact the ollice by phone or by traftonal mai,ff 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 45%F.S.must provide the Department with an a ish address of they have one.The amaik provided may to used for oMcIW communis with the liaraw.However errwi addresses ars pubfk rewrd,if you do not wish to Supply a personal address,please provide the Department with an small address which an be made avaliable to the public.To determine if you are a licence urKW Chapter 455,F.S.,please tick hizc. Product Approval Accepts: Wid 0 securit'Dll 7 MCI Nam • •• • • • • ••• • • ••• •• • •• • • • •• • • •• • • •• • • • • • • • • • • • • •• • • • • • • • • ••• • e • • • 0:0 er http://www.floridabuilding.orglprlpr_a •dt.-dslVc?pA-M--.43E%XQwtDqu8obl%2f1Zm6.., 6/24/2015 w URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.429779 Evaluation Report 871E April 18,2015 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 Yh Edition(2014)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 Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: May be used up to the sizes and daylight openings indicated in CWS-871B ■: 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5 h Ed.(2014)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. e +►+ t]•I/� by ri •• •• g••SIO •5820'1 � ir i * •moi. ,/ jr :. :, �tAT •PR 4/18/2015 •• •'.• M'•. 1:•' ' +' Lucas A. Turner P.E. • •• • • • �"1u1 iraQ�Ft� * yam+ ••• • •'�ir��t} p��ir' +i` FL PE#58201 Lucas A. Tumer ••• "' 2015-04-18 22:21-04:00 . . . . . . . . . . . .. .. . . . .. .. Q NF BIALNO7F.�,- +q} } ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED {� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VVINIL MMUM EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E IM PER THE FBG. WWW.CWS.CC 75 IW MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 CONFIGURATIONS:•OX•,"XO•. PVC 1m - 7a•MAK UNIT WIDTH FfORZ SLIDER 33•GLASS DLO 4.DESIGN PRESSURE RATING: (MPSLI -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ACT A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER en • INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. i 1 j S.ANCHORAGE:THE 33 1/3%MESS INCREASE HAS NOT BEEN USED c Q 64114^ 1 I IN THE DESIGN OF THIS PRODUCT,SEE SHEET b FOR ANCHOR �Ah11� FLM B DETAILS,WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FLANCALCULATIONS- HEIGHT •• 1 B ANCHOR rn • • • • • ••• • •• 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT •• ••• • • 1 I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT • UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT g w = • • MAX: t r •••••• • M�AXT • : MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W9�$AND Q ! ¢ • FLYING DEBRIS, a . • •HEIGHT •••• ( 1 • I MAX 6• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT r •••••• •• • • •• SASH USED AT FU{ED MEETING RAIL AND HEADISILL. HEIGHT CL• • • ••••• •• • •••• i I S.SERIES I MODEL DESIGNATION HS4200. I o • •i•• ••�• ••• I •L z • 8 t3t18' • I 9-THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: • • •• • o ••• 1 b X.OPERABLE SASH,O-FDMD SASH pt�ttn(N� 1 �iOREibby� •••••• 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR As•'tiG E N8 �¢ • I 5 LOCATION. • •••• •• • • •••• I D '+y 6 "s • • f I 5 �-`�+,:� Ne $8201 • •• • •• G 11.EXTERNAL WEEP SLOT.41-V x 1•LOCATED 4•FROM BOTH ENDS. C • • * + • •••• •• • :a •may' -..0 -- -- .0: STATE OF X141"�• .... C q Lucas A. 33•GLASS DLO Tumor +'+q,+nNn' 39 5116•MAX,SASH WIDTH 2015-04-11 15:18-04:00 411 112 01 5 LUCAS A.TURNER,P.E. FL PE 1159201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 SH DE9 GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN B1: , GENERAL NOTES&ELEVATIONS...........1 ADE 10M 0113 SECTION VIEWS&GLAZING DETAILS_,2 <ZM$AX.MUNITSIZEEDESIGN PRESSURE RATING IMPACT RATING GsANCHOR SSCHEDULE a"idoti�s::::::::::: 4 +I-60 PS LARGE MISSILE IMPACT U 1171 B INSTALLATION DETAILS.................. SCA SHEET 1:15 1 OF 5 INTERK)R 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS,CC 8200 PVC HORZ.SUDER IMPACT i 3 tJ X W SECTION B-B m m e •• t i NOTE:FIXED LITE AT HEAD z • • +• AND SILL IS SIMILAR. y_ N •• ••• _ • • 1 •• •• e f° w a �wc • •• ••• •t • • • so 6:0 "o0. ... �T.... . 40 mpg • • so** •+ HEAD IMPACT HOOK(TYPJ ♦aa �DRE4y'� •••••• MIDSPAN OF 9MH • + (ITEMS 3873% ��As"cN,- 0 0000 0000 9••••• -- -- 71B"OVERALL *�y'1`�' N6 smol •• 9• • • ••• II'fTERIOR ,16"ANNEALED or TEMPERED 000000 0900 7/lir AIRSPACE • • I Brie"LAMI S]►�+ STATE CtF yr1(ifi 0000CA k A Jit BWEF=K(TYP,1 H3'ANNEALED ONLY ENGAGED PRIOR .M DUPONT Fn MTERLAYER 4MR� M4 Til HURRICANE FORE WINDS. 1 4 V i LOC WED ATTHIRD PANTS 110"ANNEALED PURFECT GLAZE"H'M 271 4/11/2016 1 GIKAPLEX 562 LUCAS A.TURNER,P.E. FL PE#58201 4 1239 JABARA AVE, 6 5 NORTH PORT,FL 34288 PH.941-380-1574 1 SCR 1MP GLA8381TE SHEET C SECTION VIEWS AND a GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK ANDoffAw9w:- JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 SECTION CC 1 ° .. ALTERNATE FIN FRAME GLASS TYPE A CWS-871 B 1:1 SCALE - } SHEET 2OF PARTS LIST m3m PARTa DESCRIPTION VENDOR MATERIAL 31AT CORNER CONSTRUCTION 1 14.1497 Reinf.Sash Meet.Rail Key—* Alun t ill 1MNDOW 2 Fl-119 Reint.S.B.R./S.S.R, Keyrr�k Alun5 1900 SWa4THAYE. 3 H 1X336 Mem.Hail,Fxd. KeymoYc Atum OCALA,FLORIDA 34474 4 H-60.52 BullTgAlot.Rail MBXron PVC 21la 3916" 1/167 2116" 1/187WWW.CWS.CC 5 H-6048 Main Fc,SH,w/Fin.,PVC Mkron PVC " 6 14.6050 Sash mast.Rte,PVC Mkron PVC CORNER WELD pr�y� (ALLSIDES) v6{MV PVC 7 H-6051 Sash Side Rall,PVC Mikron PYC LI+1" 1.8 ��, uR S 6 H-W49 Main Fr.,SH,w/Flq.,PVC Mikron PVC PVC FRAME FLANGE-6046 FOXED RAIL-1836 FIZSIMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-W4e 10 P-3033 16cragn Sprinq,SS Hurley 232X6" 1 15fYg' /3VY8"-{ 2 n v 11 P-3213 Screw Support,PWC Team Plastic Rubber LT e B't2 P-3218 Screen Frame AOmetal ROIIForm 4713 P-3228 Screen Spline,.155 Dia,Bk. Dapa 1? 1 ora" 1 ere" Y 571 • � w14 P-4754 Screen Frame Comer Key Alimetal Nylon 1n6"1116` 1/16" FIXED MEETiN©RAIL C m} 15 P-3342 Seam Sealer,SM-5504 Schnee Silkone L SCREWED TOGETHER WITH 16 P-33529Mf Blk.,85 Dur.,118'x 5/6"x 2"Lq. Frank owe Rattler PVC SASH MTG.RAIL-N80 PVC SASH SIDE RAIL-6051 PVC SASH TOPl6TM RAIL4052 PVC FIXED RAILOOVER-e063 OUTERFRAME • 17• P- ei ,0.270 x 4487 b c4 nnSoal, Ulmiab v co 1:6LL •• •PJ• p-3539 #6 x 47 S o • quare 2 Zroc Faeter� Step w S 19 P-4790• Y►112"Truss PH TEK 2 nc FasterlN Steel 09X18• � Z W •• P-3752 CapPkV,112"Noce• • 2 a a Or •r M&M I(m O �• 1 15110 1116' w ¢ L 1116" •• �• P-5 • IDD Lock,knpa•tfPV499 t1teAOck SASH MTG.RAIL-14'67 SASH REINF.-16$9 • 22 P-4779 ler andem ••••• M&M Nylon B" I i 5176' • •23 P 4051 #6 x 1 114 Ph FH TEK M. Fasted Steel • P-40V sepal,Impact.OVID • Interlock fS7118^ 1 214" dZ • P4479• CoverwlFlap M&M lon — �4+N OREt�+ i 0• 26• P-838 08 x 2 1/2 Ph TrE9S !01$• Ajax Steel PLAN vEW-1999 HEAD IMPACT HOOK-1999 �-1—v18" 1118 'SIGq�,�GEfl�q��fi�' •• • P 4958•itolary Lack 600060 Srdl van 2k1c S.B.RJS.S.R.-1498 ROLLER TRACK-177e y 7 T: NO 58201 • 28 P Rotary tack •• Sullhw Zinc 0 3X v, 29 P-4� W .,0.420 x.!IS &tck eel, Ultrafab V4 7re" L STA[E OF W fl P-4th B6rreliastener Festers Steal at 1 yk 31 5-1112 MnTcemenL Head6" I 3 716" 32 S-1498 Rein KeymAkan -`1 am, &i� a c�4 i o Rpt a��r i.S.B.R.lS.S.R, Keymaik dX Alum T` 2n6" 34 5-1776 Roller Track Kelrmalk Alum 1116" PVC GLAZEBEAD•6�4 GLAZE BEAD-i t t2 '�i�1160"TnN •' 35 9.1999 lFrame Hook,Head,Impact Keymark Alum PLAN VIEW-20DO PANEL IMPACT CATCH-2406 iJ2" 1 i!8"+-I 318` 15178" M91/2015 36 S-2D00 Panel Catch,Head,knpact Keymark AkmY 37 S-6005 JAIIII Lift Mikron PVC 3116" LUCAS A.TURNER,P.E. 38 8-6013 Som.Adapt,w/Nlb,PVC Mlkrorl PVC - --�� —liz- itis• 1n6• FL P£1t 58201 39 5-6014 Scm.Adapt.,PVC MAXron PVC � 11 PVC$MEN CATCH-6013 PVC ANTFUFT-6M 1239 JABARA AVE, BREW SLIPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cow Mlkrorl PVC PH-941-MO-1574 41 S-6064 Glazing Beer) Mkron PVC 5n 6" t 11B^�j 42 GLASS SEE SHEET 2 CARDINAL GLASS { 43 Purled Glaze'H-,SlkWiex 552 Henkel/Sika SIBoone BOM AND EXTRUSIONS PVC SCREEN SUPPORT-6014 D e: ADE 10/10/13 SNE ITEMS NOT USED: GWS-871 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 60t33 T6 UNLESS OTHERWISE NOTED. SHEET 1:2 SOPS mNv o�w sYsr m 12 112"MAX O.C.(TYP.) rP 1900 SW 44TH AVE. 6"MAX.(fYP.) 'j 3,• ) d"MAX.{T�.y IP'MAX O.C.CTYP.) OCALA,FLORIDA 84474 BEENOTE2 '- SEENOTE2 WWW,CWS.CC 6"MAX{IYP,) d•MAX.(iYP J INSTALLATION 8m PVC I I ANCHOR(TYP.) HORZ.SLIDER INST ANCHOR(YP.) IMPACT MAX.O.C. MID.) w a {{jjjj i7 h F- MAX.O.C. (�) 4 m • •• T . y • • • Z • • • • I Z Lu •alfa•• • • • __ __ - s •• ••• •••• •• •• LAYOUT-(FLANGE) ui • • • • • ANCHOR LAYOUT-(FIN) p • + 4 • • •••• •s•• tgttt Nf �•,tpt,p,ptOREIV by •••••• ��"��pr.V�GENgw�(7� ••w•w• •••• •••a•• yt M• 582D1 ,'�� •••aQ$S: ••w• • • 9.e:� $TATE OF � w y�y 4;�"l 1.INSTALL ONE'ARSMR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS RED AT EACH INSTALLATION ANCHOR DING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE ,yrhl jgi�tiir�`� CONSTRUCTED OF HSI DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE lz DRAWINGS,SEE TABLE 1,SHEET 5. 4/11215 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS INCONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 1582Di 1239 JABARA AVE 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IANIMUM NORTH PORT,FL 94288 SPECIFIED IN TABLE 1,SHEET S. PH.941-380-1574 5.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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE CNH GROUT-FILLED CMU MAY INCLUDE BUT DD NOT REOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES T.A MINIMUM CENTER TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL am ADE 10/10/13 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 5 Wd y; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 g 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE WINE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 1O0(FIN WINDOWS}.FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(SOX WINDOWS),FMAIAAMAANDMA 300(EXTERIO R DOORS) 12SHEET 0 4 E 5 MN.EMBEDMENTs �,r;,d,�,,,,,�, TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE itI�II�IUGG BY OTHERS MIN.EDGE DIST. IM"MAX.SHIM SEE TABLE i MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 190 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34414 SUBSTRATE BY OTHERS 1l4"MAX.&HNN WWW CWS CC SEE TABLE i MN.EMBEDMENT MIN.EDGE DIST, PERIMETER SEALANT— SEE TABLE 1 SEE TABLE 1 BYINSTALLER INSTALLATION ANCHOR HOR00 PVC SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND MIN.EMBEDMENT FLANGE BY INSTALLER 114"MAX SHIM SEE TABLE 1 IMPACT PERIMETER SEALANT :;r F PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OUT d0 INSIDE AND OUT NSTALAATON ANCHOR Y W INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W SEE TABLE t FLANGE BYANSTALLEfl SEALANT •• FIBY INSTALLER � • • • HORIZONTAL SECTION C HORIZONTALSECTION • • ••• • • •• 6 TYPICAL JAMB ANCHORAGE 8 TYPK7AL FN ANCHORAGE � � to • ••: • ••• HEAD AND SILL SIMILAR FOR FIN NSTALLATION W � •••••• Ci O W • • • •• • • tib"MAX.SHIM •••tQMO%N1T BEHIND•• FLANGE BY NWALLBR • 9S a m d 2 • •fPlRIMETER SEA!l41It • • • • • MIN.EMBEDMENT N INSTALLER• ••• • • SEE TABLE 1 �fff»mrs�y I �+ • INSIDE AND OUT* if OLiEI •i • •41/B6TRATE BY OT 84 -•' N• 58201 SEE TABLE i • • • +• i • •• • • • MIN.EDGE DIST. Z'R: =*S SEE TABLE 1 ` • •••• •••• A VERTICALSECTioN �T 5�'S STATE OF t � • • S TYPICAL SILL ANCHO TABLE 1:APPROVED INSTALLATION FASTENERS 4111/2o 5 FRAME ANCHOR TYPE LUCAS A.TURNER,P.E. 0.FEANGE CONCRETE(20 KSI MIN.) 3118•ITW TAPCON i-1/2` 1-1/8' FL PE*38201 PERIMETER SEALANT3r/ 1235 JABARA AVE. 2" BY INSTALLER 288 $4 ,NORTH PARTFL FLANGE CONCRETE(285 KSI MIN.) 3118"ELCO ULTRACON 1' 1• INSIDE AND OUT PH. PORT,FL 34 FlANQE GF ][JT FBLED CMU(ASTM G90) 3118'ELCO ULTRACO74 �) HORIZONTAL SECTION N 1-1/4" 2-112" 5 SOX FRAME NSTAUATgN SHEET DE 91iW TAP HEAD AND ELL SIMILAR FOR BOX INSTALLAT O N SCRIPTV. FLANGE 2X MN.SOUTHERN PINE(G .55) 1-218" 7i8• INSTALLATION DETAILS OR ELCO ULTR/ICCiJ FLANGE 2X MIN.SOUTHERN PINE(G�.55) iTO WOOD SCREW 1-318' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.084-)MN.STEEL STUD 410-18 HILTI KWM-FLEXOR RW FULL 714FE;AD UP TO AND INCLUDING,A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: UWAWN-B—Y, — (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0,06(r7118' ADE 10/10113 ilB•ALUM.MM-75 MIN.)OR 1110 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED f: v,: FLANGE 1/S•STEEL(33 KSI MIN.) DRAG SCREW THRU 0.12Y 7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS$71 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(00.56) #B WOOD SCREW 1-112 112 SHOWN FOR FLANGE WINDOWS. SHEET 1� 5OF5 Florida Building Code Online Page 1 of 2 FlOfK13 Depi3ri012 .I SCIS Horn® log to User Registration Ha TDOCS { Submit Surcharge Stats&Facts NV I W Start! e T;" i tares 'dal in. 3IIu{�IeLnJJess�� (� Approval usiew. utu., Regulation Product Amy al Menu>product or AnDlicaWn Search>Application List>ApptIcatiDA Detail FL# 9520-R Application Type Revision Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekosspcws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss*cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Norida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration gate 04/10/2016 Validated By Steven M.Urich,PE W, Validation Checklist-Hardoopy Received Certificate of Independence FL955 0 R Cfli EvaiRea LWS-t336(�! (n MuII�MP)odf ale Referenced Standard and Year(of Sgandard) a •••:G•m" � • 0 0 Year •• •: "A2450tY • 2006 •• ••• ••ASTM E1d86@0511• 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards•• • • • • • • • • • • • Certified By • •• • • • • • • • • http://www.floridabuilding.onz/D r/ r_aPP:•dt1 w XQwtD vIHvmuJRWcZ .. 6/25/2015 66* 0 0 00 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted O4/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 summary of products FL# Model,Number or Name Description 9520,1 3'Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fn&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-836A Q in Mull.IMP).2d Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact; See installation Instructions FL9520 R5 AE EvalRep CWS-836A Q in Mull,IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520,2 4"Alum.Tube Mullion 4'Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-837A(4 in Mull.IMP).odF Approved for use outside HVHZ:Yes Verifled By: Lucas A.Turner 58201 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalReD CWS-837A(4 in Mull.IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,Horizontal&Vertical,Fin& —LI Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-838A(5..5 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReo CWS-838A(5.5 In Mull.IMPI ndf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. sack Contact Us::194Q North Nhnme araC.Tallifiaaw FL=99 P ,;8S%487-1 The State of norlda is an AA/EEo employer.Cowrwht 7007.2013 state of Florida.::privacy Statement::&{1111JU Statament::$gp0qjLj44Aj2= Under Florida law,email addresses are public records.B you do not want your•-mail address released In response to a puWk-nemMr request,do not send electradc nail to this entity.lnstaw,contact the office by phone or by traditional mail.1f you have any quastions,please contact a50.487.1395.*Pursuant to Section 455.775(1),Fiord Statutes,effective UGober 1,8012,licensees licensed under Chapter 455,F.S.most provide the Department with an email address if they have one.The smalls provided may be used for official communication with the licenses.Howeever email addresses are public 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 d you are a licensee under Chapter 455,F.S.,please dkk JiM. Product Approval Accepts, •• ••• • • • • • •• • • • • eactvri sir nn • • as: • • • • • •• ••• •• • • • •• • ••• •• • •• • • • •• • • •• • • • % • • • • • • • • ••• • • • • • 0:0•• • • • • ••• • • http://www.floridabuilding.org/pr/pr app*dttasp4?13a&rnT'Wt"aL KQwtDgvIHvrnuJR'WcZ... 6/2512015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.U.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t"Edition(2014)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 Port,FL 2) Approval drawing CWS-837A,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1B,-1C, -4, -4A,-5, -5A,-6,and-6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-837A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone + May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. * Requires 6063-T6 aluminum mullion and clip extrusions. 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. 0 090 ... —y No 5820, ... *. *c 4/27/2015 • Lucas A.Turner,P.E. •see 0 ' ? s rA0 0 r,� 46%- FL PE#58201 �'•�, t'p 1N AV Lucas A. Turner ... Sol",N 2015-04-27 21:01-04:00 . .. .. . . . .. .. GENF.�L NOTES' 4" PV G MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN WIDIFFERENT OPT�IS THE FLORIDA BUILDING CODE TBC),CURRENT EDITION INCLUDING THE HIGH WIND Ow SYSTEMS VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBG. OCALA.FLORIDA 54474 WWW.cWS.CC 2.CONFIGURATIONS(SEE SHEETS 23):VERTICAL OR HORIZONTAL _ 3 SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 4"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 3311396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS,W IND LOAD IMPACT O DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, Ln S.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. S.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ANCHOR CUP - - —— —ANCHOR CLIP .s A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 i I APPLAPPROVAY THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE N O B O O o • •••• 6 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY W • • ••• • • •• I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY i3 > •••••• • • • REQUIREMENTS RESTS SOLEY W ITH THE ARCHITECT,ENGINEER OF RECORD, • • • BUILDING OWNER OR CONTRACTOR. v ••• •• • • • • 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS U • • •••••• DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY • x X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o ••0000 •••• •• • EXTRUDED ALUMINUM. • • 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE0000 •nt��r 00000 •••• UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ♦��tt'OREHyb�b SHOWN HERE IN. �¢ p��,,..».�T • • •••• i OF E_ D ANCHOR CUP--Ja��pc C E NON • • • • • 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. @S'• • EXAMPLE HORIZI.VERT.MULLION VERTICAL MILLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. :-�� Na 58!01 +y10 S •�•••• •••�•• •••••• FOR SECTION VIEW ONLY :*; • • • • ANCHOR CLIP STATE OF �1Ua Tumer '%,,B/OIVA►. .•�'� 2015-04-27 �hrhrnr+t�t ' O ' (� 21:01-04:00 .z 4/2712015 LUCAS A.TURNER,P.E. FL PE M 56201 1239 JABARA AVE NORTH PORT,FL 34286 X PH.941-3W1574 TABLE NOTES AND ABLE OF O(WTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 b9KWN BY: : DP CHARTS.................................................23 ANCH109-MIPADE (!9/27/012 BOM&EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 EXAMPLE VERTICAL MULLION FOR 041 E'v': SECTION VIEWS.........................................6-7 PVC WINDOWS FOR SECTK7N VIEWS ONLY CWS-837 A CONFIGURATIONS&ANCHOR NOTES.......8 INSTALLATION DETAILS..........................9-10 ' SHEET 125 1 OF10 swe an, w o-lar+eet.a in warweimw us Purl enrewawmsonry enahme Perac aSeenote blIM~IWtwttmrr IVF4QlnfffdWbrL rr OPMNG SITE(In.J I TVRN �SO� tJUV �`•�j� 39 46 57 57 8S 69 75 318 81 87 93 99 107�8 YY4 130 126 132 138 145 318 I VERTICAL MULLION Ii tF"/I 48 314 120.0 120.0 120,0 120.0 12MO 720.0 120. 12x0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120. ITWINZONTWINDOW STS7'EMS 53 11!8 120.0 120.0 120.0 120.0 120.0 118,8 116.1 112,3 110.3 i MULLEN 108.6 1 .s 6 10&6 108.8 10&8 10&6 = �- ip00 SW 44TH AVE. 2 57 120.0 .0 120.0 120.0 117,9 111.7 106.5 1 99.9 We 94.s 943 D4.3 94.3 94.3 W I� OCALA,FLORIDA 34474 C. 83 1217.0 119.6 110.3 1029 97.1 92.1 85.4 82p 80.9 7&9 77. 77.4 77.2 70.0 70.0 a y7 Be 120.0 120.0 106.8 TOOT 93.1 67.5 82.7 79.2 7&2 73.6 7116 89.3 8&1 67.2 0&6 56.3 8&3 3 I � WWW.CWS.CC 7Z 124.0 112.1 101.4 83.1 8&5 81.1 73.1 70.1 87.6 65.5 83.2 t.8 eD.B 8 5 68.2 I Z 76 11&8 105.2 05.0 87.1 80.7 75.8 71.1 GT9 625 80.4 Y 5&6 55,6 54.7 540 4 t I W 4"PVC 80 70.0 7 70,0 70.0 70.0 70.0 6&5 83.3 60.5 5&1 56.0 53.7 522 36.1 E 64 70.0 70.0 70.0 70.0 0 615 82.4 59.3 5&6 54.2 .2 49.9 4&4 47.8 T Me 713.0 Tao WO 70.0 s7.a see 6 556 sae 50.9 48.9 a& 45z I °dam MULL BAR 92 70.0 0 70.0 68.1 �.4 s5 s 52 7 Sat 47.9 43.e I �- OPENING SIZE-•) MULL LENGTH { IMPACT 96 7WO 0.0 70,0 85.8 60.8 55.+ 527 47.4 45.3 4314 41.3 '"n ,; � rax, '^ 79PLE VERTIC@LIA LLION DP CHART IS FOR: TRIPLE v7 NON-INTERSECTED IMPACT d"MULLION 1759,HORIZONTAL 11ORrQ'wn MULLION OR VERTICAL,USING(PER END): �� F 1522 CLIPS -(4)#10 SCREWS INTO WOOD or METAL ( o -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I Y -(4) 114'ELCO ULTRACONS INTO HOLLOW or GRO UT-FILLED BLOCK w m --- @@e• •• ----------------------- ----------------- �-- r +�+ Ono tre OWL .w kMwt 04"Mullm KY w G m scmw@ w�ry=Uibm perch im Iw fuMw@nchwlD@ m I 1 OPOM SIM • 45 57 89 s9 S 318 81 67 9300.) 99 107 318 114 120 126 1132 138 145 318 I .�OP�lN4C3 912Eh- ;-MULL LENGTH --4 0 •• •• 483t$ Y .o 120,0 i .0 12D.0 120.0 26.0 120.0 120.0 120.0 120.0 1 t2a0 i20.0 120.0 120.0 120.0 I TRMVSOMOVERTWIN w Q • 53116 120.0 YA83.0 t2p0 128.0 26.0 120.0 120.0 120.0 120.0 120.0 120.0 120. 120.0 120.0 120.0 120.0 i ,0 120.0 VERTICAL MIRLRTN w •• •� 20. 120.0 126.0 120.0 120.0 12p.0 IRMO 120.0 120.0 720.0 12MO .0 12DZ 120.0 120.0 T0.0 I iloRrAmwrp.ML°`.1p o d • c 63 .D 20.0 0 1 .0 120, 120.0 120.0 126.0 120.0 120.0 120. 117.5 Y1&0 115.2 114.9 70. 70.0 70.012 = 1 O 120.0 0 120.0 120.0 Y17.9 Y13.4 10&6 10&5 Y 101.3 1 .0 70A 70.0 70.0 70.0 I ' p CVii • M 120.0 120.0 120.0 .0 120.0 120,0 .9 10&8 104.3 100.8 97S 90. 70.4 70.0 70.0 70.0 ,0 „ w hlo o •• 78 t@]r0• 1 1 421.0 120.0 YY25 105.9 101.0 B&7 93.0 lN.B 8&4 711.6 D 700 70.0 - . 7D o 0 SIZE 70.0 70.13 70.0 70.0 70.0 7. 7ao 70-0 70A 70 0 70 I I •t t0. • 4� 60. 70.0 0 70.0 70.0 70.0 7aD 70.0 7aa 700 }- 141aay • Y1� !� 1140• 70..13 • •713.13 76.0. 70.0 70.13 70.6 Tao 70.13 s7a I r4tl '~4 22 96 •70.0 700 70.0 0 70.0 7aD 700 7013 s90 65.3 622 se.s ,� s I �rI +.��p5;.� C6NtV ytiU�p*�_'+� • I T F+- OPENING SIZE+I MULL LENGTH -I�----� Z.cjit Y It'.S"y� •• • DP CHART IS F[7l9; *00000 TRAM;OM OVER TRIPLE C-4 N• 56201 ts11 S •••jlppl-INTERS III ACT 4"�+tjt�t�(•1759,HORIZONTAL OR VERTICAL,USING(PER END): i VERTICAL IA&LION • 1767 CLIPS • • g • -(5)#10 SCROWS INTO WOW or METAL • (6)3(16"fTW TpPCONS of ELCO ULTRACONS INTO SCN ID CONCRETE or WOOD _ID+ STATE OF p 4kl= •••••16) 1/4"g.L8dM&jRAc NJS IRITO HdLLov or GLUT-FILLED BLOCK ----, �'1y��R�a p 113*JG�'�,�'• - 1"1----------------- ---------- ------�- + $ '•...« . Onion let, .Iw t4>rt•Mereected .a P u@ o0. /12 screws w 1 per n rt u=wch s I� �Mlrmn4 OPENNO SIZE On.) ZZ 39 1 45 51 57 BS W 75 3l8 B7 07 p 107 318 174 120 1126E'132 136 145 38 49 314 120.0 120.0 120.0 20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 D 120.0 120.0 120.0 126.0 120.0 T-I !! 4-/2'//2015 S:1 1!8 120.0 120.0 1 120.0 120.0 120,0 120.0 120.0 0 120,0 120.0 120.0 120.0 0 120.0 120.0 Y2a0 I OPENING SREI - LUCAS A.TURNER,P.E. Sr 120.0 120,0 120.0 120.0 120. 720.0 120.0 126,0 120.0 120.0 .0 120.0 120.6 120.0 120.0 120.0 0 I FL PE#56201 63 .0 720.0 120.0 120.13 1213.13 1zo.o 1 t .D 120.13 .0 lzao 1120.13 t�.o 120.13 .a 76.0 Tao 1239JABARAAVE. Se 120,0 120.13 120.0 D t .o 12013 o Y2o.o 120.13 120.13 120.0 120.0 t�.0 11p.T Tao 6 70.13 NORTH PORT,FL 54286 72 120.0 120.0 0 120.0 120.0 120,0 120.0 120.0 0 120.0 11&7 /Y2fi TOLD .0 700 70.0. I PH.941-3Hd-1574 78 720.0 120.0 120.0 120.0 1 120.0 120.0 120.0 115.7 111.9 .8 1 5 70.0 ,0 70.0 j �184 70.0 70.0 .0 70.0 76.0 70.0 70.0 70.0 a 70.13 70.0 .0 76.0 70.0 DESCRIPTION: .0 70. D 70.0 70,0 70.13 70.0. 70.0 0 70 Tao 70.0 DP CHARTS 70.13 70.13 D 70.0 70.0 0 70.0 70.13 Tao 70.0 70. 713.0. Tao v,. .0 (NOTES• NON-INTERSECTED Tao 70.0 70.0 70.0 1 70.0 70.0 7u.0 1 70.0 1 70.0 Tao 67:2 rz i I1.THE MULL BARIN FOCUS FOR ANY GIVEN MULLS 98 70.0 70.0 70.0 70.0 717.0 70.13 e0.0 3 622 56. :_ 'Y I2.AN WTERSEFCTED ION MULL SHO AR HAS OTHER MULL N IN SOLD. � ATE: DP CHART IS FOR: I BAR (SHOWN IN ATTACHED TO R(SIN DASHES) ADE 09/27/012 NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL CSI VERTICAL,USING(PER END): I THROUGH THE USE OF MULL BAR CLIPS. AN tiw . .. INTERSECTED MULL BAR WILL ALWAYS BE CWS-B97 A -(6)#12 SCREWS INTO WOOD w METAL ATTACHED TO THE SUBSTRATE AT SIM ENDS. (6)1/4'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 113.NO WINTERSECTED MULL BARS CAN BE ATTACHED A c SHEET TO THE SUBSTRATE AND 07HFR MULL BARS. 1:1 2 OF 10 08-0n PrCSSWe CW.FSF.fW HWIOCW brei PVC 4-w r c UMM fbUl(4)010 ae 2 w�0"omhom per$soft SM M rnunm.Ser e w enonara9etaaremen. &DOW OPE18N0 312! n, V39 � 5i 57 63 � 75318 61 87 99 � 1109±8 174 120 12B 132 198 1 3�3T 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 .0 Y2p.0 178.3 106.6 703. 085 88.9 88.2 820 SYST�fS 42310. 124.0 .0 120.0 120.0 120.0 120.0 .D 126.0 774.9 1DT�4 1 91.8 ffl 84,6 80.8 77.9 4, 70.5 1900508 44TH AVE. = -7- 48314 120.0 120.0 120.0 120.0 120.0 1:5,0 112.9 106.6 99.1 SI eB.0 78.8 772 8 70.4 67.4 B4.8 Bt.4 I DCALA,FLORIDA 34474 SS 118 120.0 120.0 1 6 120.0 120.0 111.1 1027 90.5 85.1 86.3 8 70.d 67.1 64.2 81.5 584 56.2 I WWW.CWS.CC 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 78.7 74.3 67.3 85.3 829 69.6 57.0 60.7 52.1 f -+ 63 120.0 120.0 118.8 169,1 99.3 91.6 85.0 79.7 4.8 711.5 ODA .6 56.0 69,5 51.2 68 120.0 12D0 108.4 98.9 9D.9 -77 76.0 73.2 68.7 64.8 61.3 56.6 53.9 51.5 •,-. '^ ;.d I «. � 72 120.0 112.1 101.4 925 851 78.8 79.1 89. 84,5 60.8 57.5 52.2 .7 :-` „�„ 7s3d6tafi,z ss9 87.7 ap.7 7. 89,4 5.2 61.9 57.6 7 49.8 .K I MULL BAR DP CHART IS FOR: I IMPACT INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): 1522 CLIPS (4)110 SCREWS INTO WAD or METAL I TMNrrRIPL6 -(4)3116"TTW TAPCONS or ELCO ULTRACONS INTO SAID CONCRETE or WOOD I ti�Rt7cAL4pA UON -(4) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK -1 o --------------------------------------'------------ n ave f5F,tar bmre vwmwmn 1 rftb 17W elps uatg at( gff-s w aemry wDhwq p•'ach OW of mAmm See mm hebr OW lar furWff me WmTmtbn. OP®481G In. I 39 1 45 51 1 57 63 fib75 318 81 67 93 99 110 318 114 728 126 132 138 1 978 I Z ST 120. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120. 120.0 t 42 374 sl2b.0 4126.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.Q26.0 120.0 120.0 120.0 115.1 110.3 105.0 ( e -- --- v (p • IWW4 .D 120.0 111D. 20,0 126.0 120.0 720.0 1 1240. 120.0 120.0 iib. 174,9 109. 104,7 100.3 96.1 I w ••• L57 1211 0 120.0 1 4 120.0 .D 120.0 720.0 120.0 1'20. 119.5 --1-08-.T-' 1{14.9 1980 95.5 87.8 89.6 Ir • 200. 0 1 .0 1 . 12070 124.0 726.0 120.0 1 7./ 110.7 1 .2 97.2 7 88.6 84.8 814 T/8 f CL X20.0 4124. 10.0.0 12♦�.0 120.0 120.4 1 ,0 118.7 111.4 105.0 99.2 89.8 15 87.3 893 79 762 ,1 OPEN9JG SIZE7240. 1�.0 1Gi.0• 128,0 120.0 1200. 176.1 109.0 7023 98.5 91.2 627 80.3 76.6 �1 0 .0 .0 120.0 117.3 8 102.2 9" 90.5 86. 77.7 75. HORIZONTAL MUIUON �120.0 12%q .0 12Q.0 111,3 108.9 97.0 81.2 88.0 ,4 73.8 ,. .�„ : ' R O •••W PHART 19 We. • • • • •INTERSECTED IMPACT V MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): ••••1967 CLIPS••••• • gr0•• 07 • i(6)N10 sig P11VT0 W06 GO U L I of 0.4;...«.,,T�•i ••••••(6)3116"11170808 A CONS or EL AcoNS INTO SOLID CONCRETE or WOOD I ISINGLE) r�J ��L>5 Ng�'1•.� 'ptr� • 6(6) 1/4"ELGO ULTRACONS Wi0 WWLOW or GROUT-MLLED BLOCK TWIN ----------J'----- 1 I OR • D rosy ar W .e 1 crye udv ab(Ip 472 ewers or mmd pwrmn enact mrOm. m• ¢Harr wrurtMrm¢h¢rrQs TRIPLE UNITS • SIZE On.) I I IBELOWI Y y tea= •• �PATE OF �"+'fl 63 69 316 81 6T 93 99 110 376 4 120 125 132 138 145 9/6 I IL I I SS�'o% 4- 37 •120.0 020.D 121.0 120.0 1210 120.0 120.0 120.0 Y ,0 120.0 120.0 120.0 1W.0 7200. 790,0 120.0 1 .0 120.0 42 3+ �..- y��i ' a At�d��+�+ cc~' 4 fib! 120.0 120.0 120.0 120.0 i 120.0 7IRT 26 70 120.0 120.0 120..0 120.0 1260 120.0 120. I MULL LENOTH� 8 120.0 120. yt-j 40 R O.+ = 48314 120.0 120.0 120.0 120.0 120.0 120,0 i2D.0 126.0 12-.0 0 120.- 720.0 120.4 i2M0 1200 120.0 115.1 109.5 I 4i+Mrttss4s41+ 53118 120.0 1 . 1200. 120.0 120,0 120.0 1 120.0 120.0 120.0 120.0 120.0 12-.0 119.7 17 108.5 106.1 100.1 I u 57 126.6 12D.0 120.0 120.072-575120.0 120.0 120.6 .0 120.0 121.0 120.0 1 .4 111.0 108,0 101.6 97,4 92.8 /7 63 120.0 120.0 120.0 120.0 120.0 1233- 1200 120A 1200 120.0 18.8 107.6 1D4.5 99.7 95,9 912 x. I 4/27/2015 88 720.0 126.0 121.0 .0 lEO.a 120.0 120,0 120. 120.0 175.5 108.2 684 98.1 917 . a3, 72 7 .0 12D.0 126. tzp4 120.0 1 12(X0 121.0 1 .o Yi6.o 1�.s 1026 o aD.s -� . .r 1ra� LUCAS A.TURNER,P.E. 75316 120.6 120.1 120.0 121. 120,4 124.Q 120.0 118.2 109.2 10.1.0 97.4 a&a a t, I FLPER58201 f 1239 JABARA AVE. IN CHART 15 FOR:INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): NORTH PORT,FL 34286( PH.941-380.1574 1767 CLIPS I (6)#12 SCREWS INTO WOOD or METAL f - (6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD f NOTES: INTERCIP CHARTS SECTED MULLS 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION I5 SHOWN IN BOLD. m: 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 I BAR(S)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CUPS,AN It REA I INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 13,NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 11 3 OF 10 ITEM PART# DESCRIPTION 1 H-1759 MUNI,1 316"x 4",FLAT,PVC FRAME TYPE �PBiNp "T MULLBAR CLIP "L"MULLBAR CLIP �pgj' r� �-�p� Z 1695 DRIP ADAPTER {FY82270(X) F-7787-XJCX) // }7��YUUW/Jy///{ NEW NOTRECOMMENDED F-1787.002 t�t9tJ �pjw��j 3 S-1896 F ADAPTER FLANS3E F-1787�7(L8R)or ��w s 4 56016 MULL COVER RETRO F-1522-0t d 1900 SW 44TH AVE. 5 F-1522.014 RETRO FR MU-L ANCJZR CUP F•1767-002 OCALA.FLORIDA S4474 6 771522-027 RETRO FIT MULL ANCHOR CUP F NEW F-1572027 F1767-006(L8R) WWW.CWB.CC IN 7 F-1767-002 DANGLE 4'MUNI CUP,STANDARD RETRO F-1522-027 F-1767-005(L&R) 8 F-1767.005L L-AN LE 4'MU-CLP,FAH,LEFT NEW NOT RECOMMENDED F-1787-M 4•r Pvc 9 F-1767-MR L-ANGLE 4'MULL CLAP,FAH,FIGHT Box F 1787-00007(L8R)ar MULL BAR 10 F-1767-007L L-ANOLE V MULL CUP,RETRO RETRO F-1522-01d FLANGE,LEFT F_ 7.002 11 F-1767.0078 LE 4"MULL CLAP,RETRO FLANGE,RIGHT IMPACT 12 #10 x 1 1/2",PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULK 'D 15 #10 OR#12 HEX WASHER HEAD TEK SCREW`{s1t•note below) � u 58 1698 4"HORLZ MULLION CLIP,PVC p i7 532 MULLBAR GAP 1711W(TVP.) Y 18 #10 HEX WASHER HEAD TEK SCREW11�2{1'1'P.)_ 1 (Typ.) w m 19 #10 FH TEK SCREW -USEWOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WWWW UNIT APPROVAL DOCUMENT v 11fi6" • •• t2'7—�I • Ln • • • • • •• Lu 1 00 11 11115116"I 1 9/16"(TVP.) tooLO IF IL • • • • TOP VIEW 4314" • DRIP ADAPTER rim 37W 4�L4"_TFMaU(TYP.) � Lu •••••• •••• •• •• • • • • • 3 112" q ••••• ttiu • •••••• 2 • t Ih- .1Ld_THRU(TYP.) —, • • ly6j ••••• V11 t!s' 7 'THRU{7Vp.} OPy T,�j ►��r • PLAMM ADAP*R 5-1896 •••••• amel OUTSOE { :G•' `" fi+ • 4"HORIZ.MULLION CLIP S-1696 •••••• •••• •••••• � Cyt' * •irC ' 111/16"(TVP.) (1716'1 .j'S1 • • • • 6 f ' 'g STATE •••...I••• I("�i t ° • 3116" 2 3116• I +r•{1'C+'`'•re. f �! • 1 3 718' •R..t•�s,�ya R 1 +�o-�.� 7AT 4 I&8" 118"- j_ 1 1116' II 1 13/16"(TYP.) ! PVC MULL COVER-6018 t•�-- 47/tr'— 4/27/2015 I 4`MULLBAR H-1759 LUCAS A.TURNER,P.E. RETRO CLIP(4-)F-1522-an —t2 llr1 FL PE#58201 C)UT�oE ms-(1VP.) NORTH P RA,FIL 34 NORTH PORT,FL 34288 � 1 5116"{TYP.) PH.941.3a�-1574 6r1e oFBC SCORE,SEND,AND BREAK t TO REMOVE PIN 5 BOM AND EXTRUSIONS23MB A DRAWN E: 1A1" ADE 09!27/012 L I r. TYP,FIN FRAME DETAILA 47/8" CWS-837 A RETRO CUP(41 F-1522-014 SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T'8 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 ` FRAMETYPE OPFUNG iMA.LBAR CLIP "L"MILLIBAR CLIP 1522-X 1�-XXX) NEW NOT RECOMMENDED F-1767-002 � SYSI7IME FLANGE RETRO F-1522.014 _F:1-16111(LAR)a 1900 SW 4411A AVE. F-1767-M OCALA,FLORIDA 34474 FIN NEW F-1522.027 F-1767-M5L&R) WWW.CWS.CC RETRO F-1522-027 F-1767-005(L&R) LBO1�NEW NOT RECOMMENDED F-1767-002 4 PVC X RETRO F-1522-014 F-1767.007(L&R)0' MULL BAR F-1767.002 IMPACT 7ti6'(TYP) —114'OYP) p 571W [T Iw 15W (2.V4') 1616" w Z O Q 3+8" < co � yr •• 112" • • • OUTSIDE OUTSIDE Z •:•••.L-ANGLE 4'%ULL CLIP,RETRjLt♦(LEF1ZFi 767-W7L "L'AP13LE4"MULL CUP,RETRO FIG(RI(;FIT)F-1767-OD7R ••••• •••• •••• ` .� EfYgFG.p_t1` •• ,••• 58201 ?�S • '�9 S STATE OF Wv •••••• 176' ••• •••••• 1B' 7 7J6" b' :� • •• F�----67/6" •—�--• 6719'— L6716"-- -�) :Q,R10 ,,+.` •••••• •••• • • l ••••7x19'm")-- 'Ir(Tvw) 3l8' C� CD 7116"(1YP.) rra"{TVP.) 4127/2015 1 5l6' 12314'1 1 M LUCAS A.TURNER,P.E. PL PE#56201 41/4" /Wi6"(TYP.) 1239 JABARA AVE. 37f6' I NORTH288 PH.41.IM157342 ( (2 718') 111116" SWET 11r 1/C cp� EXTRUSIONS 2 314' L 316` 5, OUTSIDE OUTSIDEWNIM, 5' OUTSIDE LAW(2YJ 27116" 112'(27() ADE 09/271012 "L"ANGLE 4"MULL CLIP,FIN(LEFT)F-1767-005L "L"ANGLE 4"MULL CLIP,FIN(RIGtM F-1 767-005R (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) '1"ANGLE 4"MULL CLIP,STANDARD-F-7787-002 Md?: GWS-837 A 12 SHEET 5 OF 10 YMINDl7IW SY5TEM5 T 1 iSW SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 7 4"PVG o MULL BAR APPLY SEALANT ALONG FULL IMPACT M M6 FIN MUST BE REMOVED LENGTH OF WINDOW FRAME WHERE WINDOWS GROOVE PRROI TOATTACHING COmECTTOMULL COVER 4 �r�y Y W m SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL BJ SEAL BEHIND FU14G E PRIOR y TO ATTACHING WINDOW 3 {SEE DETAIL B) TO ATTACHRdG W INDOW r y A �QRIZONTAL MULL 8AR SECTION 9 FLA61GE FRAME WINDOW HORIZONTAL MULL BAR SECTION (�VEHTICAL/1 IORIZONTAL MULL BAR SECTION W ¢ ••• ••• • •••• (P FIN FRAME W IN O L 6 JBOX FRAME W INDOW o Q e • • • •••• •••• 0600 APPLY SEALANT ALONG FULL QI •••• •••• a LENGTHA� RPITOOACHI t�444AWOREUy +4:� • • •••• •••• •• ADAPTOR • • •t•••• • O s-3i.r No 58201t •4090• • • •• ••• yr •••BENftEHIND F 1 SEAL BEHIND FLANGE 1 2 1 3'135. STATE Orp f IRt: •PRIOR TO ATTWACH PRIOR TO ATW�i 2�(1fiti, 4041 I••• ••• t (SEE DETAIL A) (I EEDETAIj,/t I DETAIL A hkteni$�N� i FII MUST BE REMOVED 1 4/27=15 WHERE WINDOWS APPLY SEALANT ALONG FULL LUCpS A.TURNER,P.E. CONNECT TO MULL LENGTH OF MULLSAR GROOVE ! FL PE#3$201 PRIOR TO ATTACHING A OR 1239 JABARA AVE, NORTH PORT,FL 34288 1 L PH.841-380-1574 Gl—OESCFH SECTION VIEWS B V�gTK:AL MULL 8AR SECT) /'8�VERTICALE W MULL BAR SECTION MULLS 6 FLANQE FRAME WINDOW a FIN FRAIL6-L M wN sr: 3 DETAIL B ADE 09127/012 DWG r. CWS-837 A %E: SHEET 12 8 OF 10 1 1r a A 1900 SW 44TH AVE. OCALA,FLORIDA 34474 O O I' I i) O I WWW.CWS.CC I O I ,I I I y �, Or-tt 4"PVC MULL BAR it IL J, _ IMPACT A r SECTION VIEW A-A i= wm TOP VIEW z FIN FRAME LL O • •• N • • • N z IIJ 000 0 000 0 IM • 1 1 ❑ • •:004141 •••• • • 1 SEE NOTES 1&2 0 SEE NOTES 1 A 2 `C • ••• •••• • 1 (2 EAJCLIP) (2 EAJCUP) f4f!lflLsy 0 ••0•• •••• •• r 10RElv �14!� • • • •• •• ••• 2 5"(SEE SEPARATE ?JJ • • • (SEESEPARATE APPROVAL FOR i —_— APPROPRIATE DP CHARTS) *•` * i*S _T •• t'41CRZ •• 11!18"MAX EDGE DIST. 11118'•MAX EDGE DIST. ^-O •• • ! - 1 -� STATE ••••(S•E•NOTE r) 0041 • SEE NOTE I �....,...�••O • • 11118•MAX.iEDGEDIST. F••., dR1o*��• • ((SEE SEPARATE APPROVAL FOR �+i��bNAL 0 SEE NOTES 1&2 •• APPROPRYITE DP CHARTS) 1 Kstroll$ 1 SEE NOTE t 0 ER.X;LIP) 18 or 79 SEE NOTE 4 18 or 19 SEE NOTE 4 1 r C 4"HORIZ.TO 3•VERT.NUCLEAR SECTION 4127/2015 7 FDWi,`FF rC�4•HORIZ T04•VERT.MULLBAR 3ECT�td LUCAS A.TURNER,P.E. Q QFLV4GE FRAME _ t9ort9 SEENpTE4 FL PE 458201 (rC�S'HORIZ.TO 4•VERT.MLNJ BAR SECTION �i,7Fr 1 1239 wLNORPoF PH.941-3W1574 NOTES. 34288 SHEET 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 19,AS SHOWN ABOVE SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HIV CUPS 5117 OR 6118).BY THE INSTALLER. MULL INTERSECTIONS MAYBE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE RAWN SY: OF 9132'AND A MINIMUM CENTER TO£ENTER SPACING OF 112". 3.THEASOVESECTICNS AI'PIYTOALLMULLSAR-TO-MULLBARtXONNECTIONS, ADE 091271012 *. REGARDLESS OF ORIENTATI�d(L•.,HORIMNTAI OR VERTICAL).THE FULL LENGTH Dwo MULLMUST 8E THE SAME DEPTH,0R L BEATER,THAN THE INTERSECTBJB MULL. CWS-837 A 4,INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET OUP, PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1.2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL &DOwmTmsm VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BASIS)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.0 C ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �- 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED _ TO THE SUBSTRATE AND OTHER MULL SASS. Q" FWC MULL BAR J IMPACT ff LI I F.-- OPENING SIZE� -+{ OPENING SIZE Fes- � oPENING BRE—+ OPENING SIZE 4� O L yy W QI 7'WIWTRIPLE HORIZONTAL MULLION TN/fN TSE TWINITRIPLE VERTICAL MULUON HORIZONTAL MULLION HORIZONTAL MULLJO14 HORIZONTAL MULLION • •• CA w S • • �•• •• • ••1 OPENING ------ �' 15 ••.•••• m • • 3'- SIZE Z $ ISINGLE1 a • • •••••• I TWINOR I pt •.•••• • • : • J -- -- 0 TRIPLE1 Q • • • ••• UNI j 5 cI • (I �SELOW .. •••••• i • •1? � �- ¢ z •••:•• '-••hltitt LINGTH -- ••• I— Mtk.l LEhMNTH ---�I MULL LENGTH --I�---rl f..—OWNING SIZE 64111 LENGTH SAN*D� +•��IZ LV • •••••• vE No 58201 L •••••• •••• •••••• _�� STATE 4NOTES: •• • • •• 'J4�+Q 5,��a R 1 O x�\�+tII L.! • 1,AT MULUON4.0CATIOW,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS,IF ALUMINUM ATTACHMENT IS NOT SPECIFIED I+1 THE WINDOW UNIT APPROVAL DOCUMENTS,W XWW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE R10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MU LLBAR. 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/2712 4 1 5 LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR CQATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#98201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. PH.941 -1974 5 ANCHOR EMBEDMENT 70 SUBSTRATE SHALL BE BJ POND WALL DRESSING OR STUCCO. FOR CONCRETEfCMU OPENINGS,EMBEDMENT SHALL BE BSHrET DES ON: BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS WOOD BCONFIGURATIONS AND ARE OPTIMAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-ORILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. yy fly 7.WOOD OR MASONRY OPENINGS,SLICKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ADE 09127/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, IRR Jr ., 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CINS°897 A �FMAIAAMA 100(FIN WIDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMAIAAMNWOMA 31XIMXTERIOR DOORS) LE` SHEET - T:1 B OF10 INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. ' YYINDOW SYSTEM$ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CO J 4 4"INC MULL BAR TOP VIEW IMPACT MULL CLIP 1767-002 ANCHOR REQUIREMENT -- RETRO FIT Q NKHI_BAR CUP `L•ANGLE MULL BAR CLIP TWO RWD PER EACH END OF MULL } Lu m o l MULL BAR CC • •• 1 MULL BAR yy • • ••• •• . . - I. INSTALLATION ANCHOR ti_! « INSTALLATION ANCHOR RW �- - SEE TABLE I • •••• - ,,, I) I! SEE TABLE i 0 • SEALANT ALOIN$• • - %' '..;��' AS EOMSTRTO MAK ELEMENTS SEALANT ALONG � � � (� ADD STRUCTURAL ELEMENTS � • ••0LJ}SIDE EXPOSED • .. AS REOT)TO MAKE LEVEL FOR -T- REO�RTO MAKE LEVEL FOR -r-1 • G� EDGE BY INSTALLER •—--• MULL BAR OUTSIDE EXPOSED - -t:��-, �� O EDGE BY INSTALLER • PERIMETER SEALANT o•- • •�I WSTALLER •••• • • PERIMETER SEALANT d 2 INSIDE AND OYft• • • • MIN.EMBEDMENT MAN.EMBEDMENT TABLE 1 BY INSTALLER *40:0* •• • • • INSIDE AND OUT SEE TABLE 1 �a�aS4r hREw am` •%91%TRATE BY d'AiEF;s • • SUBSTRATE BY OTHERS oa`aaa1's•'r�'�GR E eft. • SEE•TABLE 1 ••••• • •• SEE TABLE 1 �. $•`'• 43 • •WEDGE i SEE TABDIST. � Eii'ALE MIN.EDGE DIST. SEBLE 1 t*S • • D •••ICAL SECTION • • VERTICAL SECTSECTION Z. yz • •••• •• : • �Wr NGE(��O F(iyy ANCHORAGE �9y7 TYPICAL FLANGE(RETRO FtTy ANCHORAGE STATE OF 'W: • •• • :4E=D JAMBS SMAILAR FQR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FdR FLANGE INSTALLATION Z�aK�,a V.... •�•••• •••• • • itc •.t OR 10... �� a1' •......•' • • � nu A�ZOIVA n+V�`aaa.D NOTES: 4/27/2015 TABLE 1:APPROVED WKL CLIP INSTAL.LATLON FAS mam LUCAS A.TURNER,P.E. i.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 SUET 1239 JABARA AVE. RETE(20 KSI MPL) WIT ITW TAPCON 1• 3. 2 SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. V PH.941-380-1574 HOLLOW or GROUT-FILLED CMU(ASTM C-90)or 3.RECESS RETRO MULLION CLIP 3AB"MAX.FOR CLEARANCE OF WINDOW SHEET DE99W—TION.' 1767 CLI'INTO SOLA)CONCRETE(285 KSI MN.) 114'ELCO ULTRAOON 1-114" 2-1/2' UNIT AS NEEDED. INSTALLATION DETAILS ZX MIN.SOUTHERN PAVE(0-065) 311(r tTAP 1-3+31 716• 4.FOUR(4)ANCHORS REWIRED PER"T"MULL CLIP,SEE SHEETS 2-3 FLANGE 2X MIN.SOLCRH£RN PINE(G.0.58) 010 WOOD SCREW OR ELO O TRIGON THREE(3)ANCHORS REQUIRED PER-L"MULL CLIP,SEE SHEETS 2-3. DRAWN - 1Sr8" 718• 1B GAUGE(O.OBO")MIN.STEEL STTA #10.16 HILTI KWK-FLEXOR t1W FULLTHREAD 5.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/012 (33 KSI YELD MIN) TEKS SELF LM SCREW THRU 0.060' Vie, DWG* 1AR•ALUM,(8063-75 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD 6•FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-837 A 118'STEEL(33 KSI MNDRILLING AJ DRISCREW iHRU 0.126" 7/16" SPECIFIC INSTALLATION DETAILS. SHEET 12 9 OF 10 VVWADOW 1900 SW 44TH AVE, OCALA,FLORIDA 34474 www.cft.cc 4"PVC MULL BAR IMPACT aj 'L"ANGLE MULL BAR CLIP TWO REO'D PER EACH END OF MULL RETRO FIT a MULL BAR CLIP Y ,j MULLSAR w h I. MULL BAR CD y INSTALLATION —;teri —— • •• I� _'` IEE TABLE SHT 9 = —'`�J� INSTALLATION ANCHOR • • • �_ _ I� � �I SEE TABLE I,SHT9 w • • ••• • • • y •••: SEALANT ONCE •• - SEALANTOUTSALONGE • •••• M LER• .3SED11 d• EDGE I9Y IN$TA�LLER ew9p; EXTERIOR F9N�H _ t�J • BY OIIHERS 090 •. __-_ SEE TA&.E 1,SHT9 EXTERIOR FINISH :y ... _ MIN.EMBEDMENT I ER SEALANT • a BY OTHERS qa — - EE TABLE 1,BHT 9 ¢ O • •••• d. •• !A, PERIMETER SEALANT rr • S By INSTALLER Z •••• N`;)U ••• ilk INSIDE AND OUT •e• pM111n1M/r • • SUBSTRATE BY OTHERS ,f� DREpr"ry4� •••• SENT i4gIE 1,8HT 9 ••i^�•• SUBSTRATE BY OTHERS • • • • SEE TABLE i,3HT9 � ,.y3G£N$6y;Y•i,� • •••• •••• •• ,1� VERTICAL SECTION 8 E TEDGE 1,S HT 9 ••• MML EDGE DIST. ,T�-3t Na 38201 "t¢'3% • • • •••C F.l Q VERTICAL SECTION SEE TABLE 1,SHT 9 S � TYPICAL FIN("L"ANGLE)ANCHORAGE • to TYPICAL FIN RETRO RT ANCHORAGE HEAD AND JAM63 SIMILAR FOR FIN INSTALLATION HEAD AND JA( SIMILAR FOR FIN INSTALLATION • •••• •••• •••••• L9�: BTATE OF �Ny •••••• 0 yt�+ 7— eNy--nin RTES: 4/27/2015 LUCAS A.TURNER,P.E. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATION. 1239 JIABARA AVE NORTH PORT,FL 342aa 2.RECESS RETRO MULLION CUP 3/B"MAX.FOR CLEARANCE 0f:WINDOW PH.941-380.1574 UNITAS NEEDED. I>Es4wPT 3.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REC UIRED PER"L"MULL CUP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CLIP. oA : 5;FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/27!012 SPECIFIC INSTALLATION DETAILS. - REV,: CWS-837 A AGA ` SHEET 1:2 10 OF 10 Florida Building Code Online Pagel of 2 Horda Dunn eMj SCES Home I Log in , User ttegis[ration Hot Toples 1 Submit Surcharge ` 5bts&Faom i R,W"t s ( r,r,4e,ff, , 14te lvm— I Lk&,, BurinBusitn�cesl �rY�'�?�{{ Sl l l)i Product Approval RESER:Public user Regulation ■ Product Aowoval Menu>Ptedrnt w Andreatton Search>Aodketion List>Ap kaeion 0stall W 1� FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss6cws.cc Technical Representative Erin Koss Address/Phone/Emait 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.ce Quality Assurance Representative Say Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 Jiathrop@cws,cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluatlon Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-56201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE FO Validation Checidist-Hardcopy Received Certificate of Independence FL167736 @1 COI EvalRen CWS 87113(HS 8200 74X53 IM odf •• ••• • • • • • •• Referenced Standard and Year(of Stanhd) 41&2"• ;e; •• Y= • • •4A:Cr U%f 1.S,2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• A6iM E10996-09 •• • 2009 i • i :QWAfi 241/202:403 i i 1994 •• • • • • • • • • • • • Equivalence of Product Standards ••• • • • • • Certified By ••• • • • • ••• • • http://www.floridabuiIding.org/pr/pr app_ 4.asp501ZrAvt=vFsEMwtDqu8ob10/62IIZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructiols Approved for use In HVHZ:Yes f L16736 R1 II CWS-871B(HS-8200. 74x63,IMP).odf Approved for use outside HYHZ: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 111 AE DuPont PUB NOA 13-0129 27,odf I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE EvalReo CWS-8718 f iS-8200.74x63. Glass complies to ASTM E1300-04. IMP).Ddf FL16736 Rl AE Duanex fMikron)NCA 12-1017 02.odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of use Installation Instructions Approved for use in HYHZ:Yes FL16736 R1 11 CWS-869B(115-8200 111x63.IMP).odf Approved for use outside HYHZ: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,111'x 631,DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.gdf in I.G.must be safety glazed when used above 30 ft.In FI.16736 R1 AE DuPont SGP NOA 11-0624 Q2,ndf HYHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReo CWS-8698(HS-8200. 111x63. IMPf FL16736 RI At Duanex(Mikron)NOA 12-1017 02.ndf Created by Independent Third Party:Yes Back Nett contact Us I;1940 North Monroe Street.Taaah�FL 32399 Phone:950-4874824 The State of Florida Is an AA/EEO employer.c9evriohi 2007-2n1_a Site of n9Hda.;:2d acv 5ta1ament;:Accessibility Statement Alihind ilkla= Under Florida law,email addresses are public records.Ir you do not want Voir a-hnhpi oddness rilswed in response to a public-records requesk do not send ekutronic mal to this entity.Instead,contact the office by phone or by traditional owil.If you have any questions,please contact 850.487.1"".•Pusuent to Section 495.275(1),Florida Stadltes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an ernai address if they have one.The entails provided may be used for official communication with the Image.However email adds are public record.X you do not wish to supply a personal address,please provide the Department with an email address which can be made avalhabie to ter public.To determine if you are a Ilcansee under chapter 455.F.S.,please cl ck hem, Product Approval Accepts: C ERE securitrsu Ikh's OEM • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • •• • •• • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_ oEW wtDqu$obl%2f1Zm6... 6/24/2015 URNS` 1239 Jabara Ave. I i North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44a'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5°i Edition(2014)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 Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMAIWDMA/CSA 101/I.S.2JA440 `08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • 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 • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed.(2014)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. •`• "i i i 4144411* 09 •.• :.. •.• ••• •z$� 4/18/2015 •• �• • •� Lucas A.Turner P.E. STATE Of- T 4V i, *.�A �..,.,�'1 FL PE#58201 ... +�.''.`"�d{ A ID Lucas A. Turner 2015-04-18 :.'.: :.`.: 22:21-04:00 HORIZONTAL .GENERAL NOTES: SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT wmowmTEM0 EDITION 04CUJaIG THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. 1S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 199$PER THE FSC. W WW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFK3URATIONS:'OX`,'xo°. 8200 PVC HOW.SLIDER - 112114"MAX.OVERALL FLANGE WIDTH 4_DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX,LINT WIDIH GLASS TABLES ASTM E-13DD-04. -POSIFNE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER h .r INFILTRATION TEST PRESSURE AND GLASS TABLES 4915118' ---'. 24 5V ASTM E-1300.04. Q GLASS DLO i GLASS DLO a 5 ANCHORAGE:THE 33 1A3'%STRESS INCREASE HAS NOT BEEN USED [S." A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Y wDETAILS. WINDLOAD DURATION FACTOR Od=1.$WAS USED FOR WOOD wANCHOR CALCULATI N&- a O $.PRODUCT APPROVED FOR IMPACT RES9STANCE. SHUTTERS ARE PDT MAX REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFTOVERALLFLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT gi w aHWFIT • • •• B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND• w FLYING DEBIRIS. a ww 56 7.ALL FRAMES APD VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I : x 56 Vr USED AT FIXED MEETING RAIL AND HEAD/SILL. • IGHT• I D D••• •••• •• w• B DLO $.SERIES!MODES DESIGNATION HS-d2L10. •5g gJAg- • • 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z • • 1911th X®OPERABLE SASH,O-FIXED SASH �tgit E 44N4y ••• t••••• C t q ••• ••s• e 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR �'�F r�A �Ht4�'+0'%, • w•••• � so**• ' 6 LOCATION. ••• P.1 Na • • _ 11.EXTERNAL WEEP SLOT=I1V z 1"LOCATED 4'FROM BOTH ENDS, • •www •••�•• ••••, A C A �y� :a. • •• • 15!`'IAUS e a 8TATE dI 'r Au • w••• •••• MAX • � A.LuC9Ie ��,+� • • NAlu- •••• Tumer �n�natn 201&04-11 07- 15:17-04:00 4111/2015 LUCAS A.TURNER,P.E. FL PE*582DI 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-38D•1574 TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS......._...1 T= GAZING DETAILS.....................................2 TEF 10/11/13 SECTION XTRUSI NS&B. GLAZING DETAILS....4 <15 UNIT SIZE DESIGN PRESSURE RATING IMPACT RATINGEXTRUSIONS 8 B.QM...............................4ANCHORSCF�ULE&NOTES................5 111"x63" +/-60 PSF LARGE MISSILE IMPACT CWS-869 a INSTALLATION DETAILS............--..........a SHEET 1:20 1 OF S 19M SW 44TH AVE. OCALA,FLORIDA 34474 Www.CWS.CC 82W PVC 7!0°OVERALL HORZ.SLIDER 9116`ANNEALED OR TEMPERED IMPACT T/B"OVERALL 114"AIR SPACE —1Y6'ANNEALED OR TEMPERED _m v 7/16"LAMI ! 3A1"AIR SPACE 3116"ANNEALED 51Y6"LAMI q —.090 SENTRY GLASS IONOPLAST WERLAyER VIIII'ANNEALED gYg tpD > 3116'ANNEALED Gi q fp { .090 DUPONYPVBINTERLAYER i PURFEC7 GLAZE118"ANNEALED 'iN" SIKAFLEX552 a y • •• W w • • • • • 000 •• • • •• PURFECT GLAZE'H" ¢ o s- .... • . SIKAFLE1C552 2' ( o a . . . 1GLASS BITE • • :090 p In"GLASS SITE D v ❑ 6:0000 0 0000 •• • m < Z 0000 000•• • 0 1 - �raC>r,P�y�GE� FI'''d�++i • • 0000 0000 �� []� O vi �• � • 0000 • • • 0000• _ • 0000 000 0000• s= 'fS` • •000 GLASS TYPE B Sp STATE OF • •• • • •• y��1/F •w" • •••• 0000 ••• • SASH GLASS 'y38`S;Z,O R�C1 Nom. • 0090• GLASS TYPE A 9y�ry�„,i ��>. FIXED GLASS �.� AIMU2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION; GLAZING DETAILS DRAWN E TEF 10111/13 MR ik CW 5-869 B j SHEET 1:1 20F6 INTER10R Tn �4rtlti 1 19 or 49 1 1 1 4 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.OWS.tc ---� 8200 PVCs HORz suDER IMPACT h 1i 9 2 5 9 1 1 9 i SECTION VIEW D-D p JAMB ROTARY LOCKS JAMB ROTARY LOCKS: m MAY BE SUBSTITUTED FOR JAMB SECTION VIEW 8-B IMPACT LOCKS ON FLANGE UNITS. F 0 1 •REOUIRED ON FIN UNITS. a to > w • • w w F • •. o cl • • X47 • • ' r . • *so It- U Q • In < • ••.• •••.• A! • ••• HEAD INAPACT HOOK O YP.) Owtr 10RE4y om • •. •• •••••• (HEAD SASHES 4Pr p`�CEN'wV��Oy ••.• ••.•`I { •••• �G,• 582111 • • • • s • • • •.• ERIOR Ra • i 'Sym' BTATE dF {�+Y" • •••• •.•• •.•.•• r I A • 0000 •••• ••• • JAMB IMPACT HOOKS(ITEM 42) •�ht�j j„u� • I OR ROTARY LOOKS(((1�TEM 23} NOTES: ,.y •.• f LOCATED AT THIRD POINTS. „L 1 �[ 4/11/2016 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. i MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE*58201 9 -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 JAMBS OF FIV UNITS. NORTH PORT,FL 34288 PH.941.360-1374 1 I SHEET y �^ SECTION VIEWS -- DAT SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11113 JAMB IMPACT HOOKIROTARY LOCK LOCATIONS ugla•. SECTION VIEW C.0 12 CWS-669 B ALTERNATE FIV FRAME 9 SHEET 1:2 3OF6 PART LIST 31/6' CORNER CONSTRUCTto1 /% tl7 }y /��/ MRA PART# DaS Frame,N VENDOR MATERIAL 3116" `l�l(�JUUti y/q j, 1 H8049 Main Frame,SHIMS,Flange,PVC Mkmn PVC 3116" � 57570345 l 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Kaymark Akin Y 4 2 1900 SW 44TH AVE. 3 S-8077 Cover,HD Fixed Ras,PVC Mlkmat PVC 5 P-4� #6 x 2 1/2^Ph Mal Truss Type A TE Ajax Steel 211/1(r 3911 W Ffj=r 1hG 1 L 1116" W WSW C��34474 6 P3342 Seam Sealer,SM-5504 Schnee Silicate 1106" CORNER WELD 7 5-1778 RdlorTrak Ka alk A1ur1 ;7�4 (ALLSIDES) PvC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC PVC DAME FLANGE 1" 116' HD MTG RAIL-1661 1.8 ��SLIDER 9 S-6014 Screor't Adapter,Hand 8,Slll,PVC Mikmn PVC 1'VC FRAME FIN-00,18 IMPACT 10 P-4479 Weep Cofer W,'Flap MSM Nylon 11 S-6064 Glaing Bead Milton PVC 6 12 H-6050 Sash Meeting Rail,PVC Mkmn PVC I"'-23''16" 1 16118" 13116" 5 a .r 236'-- i3 H6051 Sash PUP Rail,PVC Akron PVC 1 7wo 14 H-6052 Sash ToplBot.Rag,PVC Mikrat PVC1 or 1516" 1 s8" 1 N� Y w 15 1+1491 R911>f.Sash Meat.Rag Keymark Alum 1116. fns' " 1116" 2 m 1B 1+1496 Reh toriement,Sash,Skis Reil Keymark Alum rl1 17 H•1699 Reinlorcemem,Sash Pug Reg Kaymark Alum PVC SASH MTG,RAIL-6050 PVC SASH SIDE RAIL-6061 PVC SASH TOP/BTM RAIL-6052 PVC HD MTO RAIL COVER-6077 a 18 P-3429 Wstp.,0270 x.187 back FlnSeal,G Ultralab FIXED MEETING RAIL 19 P3783 Laic,Impact,PVC Interlock 3118" SCREWED TOGETHER WITH • e OUTERFRAME w 20 P-0051 A0$x 1 YV Ph Flat Tak,Wht. Fastansl Steel 0 1:6 $ $ cc a w 21 4069 lllict,PVC Ir88rta3c w a • e! P- 39 go x 314^Square PH 7sk,WM.• Fostoria! Steel L 8" t y4^ • 23 495$ RD�Ii btlCki Inlerbck15116 i' 1 • 4+-4&+3 8 x 112^1lerrel F • Inierlock �p-1018" 05118 1116" m .e O 095 P-4952 Keeper,Rotary Lack •••••• Interlock 7 1118" SASH MTQ RAIL-1497 �— Z • 496 p-0779 Rolip•TAsidern •• •• M&M Nylon PLAN VIEW-1989 SASH REIVF.-Togo "SOM9ray 3541 HEAD IMPACTHt7pK-1898 �e pREly��+g !Is Q ad PH Fastenel Steal �4. ♦� P .......,^T ++ • 20 GLASS SEE SHEET2 CARDINAL GLASS 3176" 3116^ 7706 1114• l�� ,+y�t;ENs�V�4� P ale ta.a g z Hrak Lam S uIbbor S 0 `.7s:r Ne 3101 � 3028 S ., Da.,1/8"tf x Y Lg Frank Lane Robber T�-1`_�- S.B.R./S.S.R.-,486 '-4- • 31 P3218 Screen Frame 000000 Agmetal Ro6Fonn ROLLER TRACK-0776 %"a STATE +7F +t' l • 0 ?-4754 Scr#gpr4marKey *9*•••• Alinetal Nylon Se 1116" 0. .e r w. P-0755 S tw r Key maty T Allmetal Nylon PLAN VIEW-2WO PANEL IMPACT CATCH-2060 V4^ ��ty��•k 0 R� • 34 P Sin Ptd • • • Fla-Spring SS Summit 716 11 Tr9/e I �Iy@Nbeef$ 9 3116" f— W 6" 1 „L- 38 133228 Scre VInen Cloth, Daps 0 PVC GLAZE BEAD-8N4 �— II��v16• 4/1112015 37 P-0772 Screen CIt9t1,Fiberglass 40 j P-3113 Screw Support,PVC Team Plastics Rubber I 1/2 1 1`07-1GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 41 P-3752 Cap Plug 112"Holo IMAM Nylon FL PE#58201 16+1s' I Sts' �wlff IMJABARAAVE. 42 8-1577 Impact Hook,FTarreC,Jamb Keymatk Arum - = �j}.--(4� NORTH PORT,FL 34288 43 S-1112 R9ktbraemerd,Hetes,Jamb Kaymark Alum 716° � vte" PH.941-�i0.1574 1/16" PVC SCREEN CATC4-6013 x7M1k 44 5-2000 Impact Channel,Sash Keyma®k Alum PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1677 PVC ANTI-LIFT-6005 45 P3748 #8 X518 Ph FH TEK,2�,Palmed Ajax Steel 1 1�. BOM AND EXTRUSK)NS 46 5-1998 Impact Hook,Frame,Head Keymark Akmt 5116 r- --3 47 1 H6048 Main Fr�ne,SWHS,Fin,PVC Mlkron PVCL —L><—ru+a8 a3AW UAM: 48 S-OMM IRoft Track,PVC,(Arai-IIA) Mlkron PVC T 1ne TEF 10111/13 49 P-5250 IlLock,Impact,PVC,WFlipper Imertack SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 Dwo g; 50 P-0730 #8 x 1/2"Ph Mod Truss TEK Faatenal Steal LINE ITEMS NOT USED: CWS 889 S 4,38-39 NOTE;ALL EXTRUSIONS ARE ALUMINUM 6063-76 UNLESS OTHERWISE NOTED. SHEET 1:2 4pF6 WX�IDCW SYETEl15 3"(')---��''jjj �� 1900 SW 44TH AVE, 6"MAX.(TVP.) 3"{TTP.)q— � j�i/� SEE NOTE 2 4'MAX Imo.) 9"MAX O.C.(TYP.) OCALA.FLORIDA 34474 MAX.O.C. rT 6"MAX.(TYP.y I (7YP) 4"MAX(T+p)� WWW.CWS.CC INSTALLATION 8200 PVC ANCHOR MP.) HOF Z"SUDEA MAX O.C. IMPACT rT t+YP.s MAX O.C. x o x �P) x a x � w O w $ w 2 7 i •••• ANCHOR LAYOUT-(FLANGEANCHOR L8M UT-{FIN) cc.) 8 G 2w i� W • • • • r d No 52201 • NoT5: • ••:••• w9 STATE OF ,•+u �.INSTALL CNVL•}�N.GAOH.PAT EA�IN,4T4L1ATION LOCATION.S0.L ANCHOR SPACING SAFE AS HEAD. + $••.,, ,.• p • •2•$kI�A AS REQ 4 INSTALLXV&AN414M USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN III$-IS PRESENT. LOAD BEARING SHIMS SHALL BE Lam+ CONSTR UC.w 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,SHEETS. 4/11/2015 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 LUCAS A.TURNER,P•E' BE PROTECTED TO PREVENT REACTION_ FL PE*56201 12$8 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34256 SPECIFIED IN TABLE 1,SHEET 6. PH.941.38D-1574 - FpPT1ON: S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR C ONCRETEfCMU OPENINGS,EMBEDMENT'SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR UMM. LE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT IOU NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MIMMUM CENTER-TO-CENTER SPACING SHAD-BE MAINTAINED BETWEEN ALL FASTENERS!3"FOR MASONRY,1"FOR WOOD AND METAL TEF 10111/13 S.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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 669 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FTXLOWRII THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SHEET FMA/AAMA 100(F114 WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS) 1:25 5 OF 8 4 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENTSEE TABLE 1 SUBSTRATE L4iP 114'MAX SHIM By WINDOW lIYS7�1b M IN. DIST. SEE TABLE 1 MIN.EDGE DIST, SUBSTRATE 1 SEE TABLE 19SEALANTSEHM HERS 1900 SW 44TH AVE, BLE 1 OCALA.FLORIDA 34474 SEE TABLES BY OTHERS 1!4"MAX.SHATW W W.CWS.CC �E TABLE i DMENT MIN.EDGE DIST. PERIMETER SEALANT E 1 SEE TABLE 1 BYINSTALLER INSTALLATION ANCHOR Im PYC INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND MBEDMENTIMPACT FLANGE BY MTALLER SHIM ABLE t 0 xt v TER SEALANT PERIMETER SEALANT ALLER BY INSTALLER ND OUT `a INSIDE AND CXNT ATION ANCHOR SG Wq INSTALLATION ANCHOR SEALANT BEHIND LE 1 Q m SEE TABLE 1 E BY II TALLER T SEHIL FIN BY INSTALLER ml g HORQONTAL SEC7K7N /—C'\ HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE `8 f TYPICAL FIN ANCHORAGE + Q p) HEAD AND SILL SIMILAR FOR FIN INSTALLATION W } • •• • • • a Lu g a • SE•w.ANI BEIM • • •• • 114'MAX SHIM cc • •W�BY I STA& csi o •PERIMETER SEALANT • • MIN.EMBEDMENT w—a— INSIDE • •NSI AND OUW••••: •• •• SEE TABLE/ • $UBS •••• • • f • = BBTRATE BYi.ITHERS - N• 58201 • SEE SABLE 1 •••• •••• —MN.EDGE DIST. 1 • •••• E TABLE 1 -p= • • s A • &Lsm-noN $p> TATE OF rMMt'• • •••• •••• 60 slt WW BILL ANCHORAGE ��.y'"N'tiy'SF:*fA • • • yMC dR1fl � � • • • ay$�`ONAL � 0000 0 TABLE 1:APPROVED INBTALLATION FAST'S 4/11/2015 FRAME LUCAS A.TURNER,P.E. NCS CONCRETE(20 KSI MK) 5116'n W TAPCON 1-ill' 1- FL PE#58201 2 gY PEF41MEM SEAT _ 1239 JABARA AVE, FLANGE CONCRETE(2.85 KSI MIN.) 5118'ELCO ULTRAODN 1' 1• INSIDE AND OUT NORTH PORT,FL 34288 l d� HORIZONTAL SECTION PH.941-38D-1574 FLANGE GROUT•FI.LED CMU(ASTM C•90) 311W ELC O ULTRAOON 1-114' 2.112' 6 BOX FRAME INSTALLATION 9FIE FLAME 2X MW_SOUTHERN PINE(00.56) 311W I AP 1 7/B' HEAD AND SILL 8141LAR FOR BOX INSTALLATION O R ELCO ULTRACCXN INSTALLATION DETAILS FLANGE 2X MIN,SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-Sw 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.080')MIN.STEEL STUD #10-16 HILTI KWIC-FLEX 0R TTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' ?/10' TEF 10/11/13 i l8'ALUM.(6063.73 MN.)OR #10 GRADE 5 SELF TAPPING 1 FULL THREAD -MIN.IM"FILLET OF CONSTRUCT7CNN-GRADE ADHESIVE CAULK IS APPUEb y: FLANGE 1/e'STEEL(33 KSI MIN.) DRILING SCREW THRU 0.125' 711W INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. GWS-869 8 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMAV.SOUTHERN PIE(GaO.SB) NIS WOOD SCREW 1-112• f/2' SHOWN FOR FLANGE WINDOWS. SHEET 12 BOF6 I i AL,-FAROOQ CORPORATION i CONSULTING ENGINEERS & PRODUCT DEVELOPMENT July 31, 2015 Mr. Angelo Petreccia Eurotech Industries Inc. 4201 NE 12"Terrace Fort Lauderdale,FL 33334 Ref: Compliance with 2014 Florida Building Code Aluminum Outswing Entrance Door-LMI NOA 4 14-0303.09(Pending Approval for 2014 FBC Update) Dear Mr. Lopez, The enclosed sealed drawings are copies of drawings presently under submittal with Miami- Dade County for compliance with the Florida Building Code(FBC)Fifth Edition(2014). If you have any questions,please feel free to contact our office. Respectfully, No 70592 ST OF .Rv� 'moi"F' O.. ... ♦�� UA��`i Jul 312015 4:18 PM C49pn Javad Ahmad, P.E. Chief Engineer • . .. 00 ..00.. 000 .. Soo ••• •• . •• . . . •. . . •. • . .. . . . . . . . . . . . 066 000 .:.y✓:..,t f .;,...'.�4 ....£...,.i f,.-. Y�f.,s.. .F..a L t..'" ....,.Fo' . 1235 SW 871"Avenue Miami,FL 33174 T:305.264.8agQ (•F:30b.36469W8.(•www•afcens.com I alfaroogeakeng.com • :000: • • • :000: 000 0 0 0 ••• • 0 MIAMi.DADE VIIANII-DARE COUNTY PRODUCT CONTROL SECTION 1505 SN 26 Street,Rooni 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami;Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nv Yw.miamidade.eoy/economY Eurotech Industries,Inc, 4201 NE 12 Terrace Foil Lauderdale,FL 33334 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 proposes. If this product or material fails to perform in the accepted manner, the manufaeturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised oil FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Mianli-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Mianli-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provj tl 1"Jie;i*r J%t1T,ipagafacturer or its distributors and shall b tion at the job site at the rtquest.$f tlib�i2il0iil'g,4fticial. is NOA renews NOA#12-0208, consists of tlliiu 4ge•I:aiid ev1*c nce pages -1,as well as approval document mentionea Move. The submitted documentation was reviewed by Ishaq I.•Chgigon,P.l�, •• • _ % % '�="k.=%rte_= %"'' ;-• •• • • • • • • • • • • • 1 hOA No, I�1-0303,09 MIAMt DAQE COUt[TY000• •• • • • • • • • • 4, )atplratlatT Date: June 10,2019 -s M.R. Approval Date: May 15,2014 ... ... Page I . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted tinder files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P,E. B. TESTS(Submitted under files#12-0208.03/#09-0310.05) I. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test.per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font, P.E. 2. Test reports on 1)Air hffiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd 01/29104, tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS (Submitted under file#12-0208.03) 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by Ai-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazutg complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for their"DuPont Butacite PVB interlayer•',expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010,prepared by Al Farooq Corporation,dated 02/14/2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance to FBC 2010&no financial interest,prepared by Al Farooq Corporation,dated 01/25/12, signed and sealed by Javad Ahmad,P.E.(Submitted under file#12- 0208.03). 3. Statement letter dated o2/14/I4, issued by EuroTeek-for renewal With"We Change". 4. Lab compliance as part of the above reference!testrepQtN ;�; • G. OTHER . .0 ... .. . . . .. 1. This NOA renews N`OA# 12-0208.03,expiring on June 10,2014, 2. Test proposal#07-3527 approved by BCCA. •• . Ishaq 1.Chanda,P.E. . .. . . . . . . ••. •.product Control Exauriucr NOA No. 14.0303.09 ••. ... Expiration Date: dune 10,2019 :.: Approval Date: may 1S,2014 . . . . . . . . . . ... • . . ... . . (2)AODL.ANCHORS V o 7( AT 3"O.C. {� � ------------- AT M7G. STILE ENDS 75 3/4- o 1111 11 i I 42" REO.FOR WOOD DR / I 1: 4 SEE FRAME WIDTII WOOD BUCK INSTALLATIONS FRAME WIDTH a I it FOR 7 SOAI Ii i I ONLY z n II RATING' 0 DETAILS II I I 13'MAX. gl j t II II I 1 DOOR HINGES 1J"MAX. 5"MAX. O W I I I HEAD/SILL Z --_________ I I I 5•MAX SURFACE APPLIED SEE SHEET 2 HEAD/BILI HEAD/SILLFALSE }w r^ CORNERS A MAY 8E USEDS FOR CAPACITYTES A CORNERS s O U -- ---------- G I O 0%Qa J U p SEE SEPARATE NOA II I II i 1II J / ACI IVE FOR SIDELITE II I / ACf LYE IN-sN.;41YE \ Q r l o / L i RATING AND DETAILS �� i / LEAF LEAF \ Gi ro 52 ^ II II i i -' o Of Z _ V V W U M it • .00. Z w B \\ m • ••• •• • • • _L T •••••• ••• •• • • • • DOOR HINGES =O Z= `X • • • • SEE SHEET 2 m MIAMI-DADS COUNTY m� ~g m • • 000000 FOR QUANTITIES > >N J • &CAPACITY 31 3/4' APPROVED MULLION 29" 29" LI ••• •• •••• •• •• D.L.OPG. SEE SEPARATE NOA D.L. OPG. O.L.OPG, 0 • • • • • M M •• •• •• • 000000 39 1/8" 36 3/8" ••• •XUMINUMr IOiJWS1YING ENC RANCE DOOR LEAF WIDTH LEAF vRDrH LEAF WIDTH • • • • 'TYPICAL ELEVATIONS • APPROVAL ATWW"•TO SINGLE (M)GANN DOUBLE (XX) LEAF DOORS. c R •• *1lSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES eRODUCT IYQPUGQ stvww USING MIAMI-OADE COUNTY APp MILLIONS IN BETWEEN. u4s Ar w4Mft"N lk g a ••• f`irSO SINGLE 01%QOUBLE DOW4 I{ PR WITHOUT SIOEUTES IN 8Wy$ f»+�M �3c w t2 !I�OE•o Fs i3 • COMBINATION WITIJ TRtANSOMS USING MIAMI-DAD£ COUNTY APPROVED +IM'•4 :�•G�j '� MM,v • MULLION IN BIEWNEiv£ENf • •• rt;u n i� / • • LQWER DESIGN P RESSURES FROM f300R,•SIDEUTE OR MULLION `Sl�q �'7g¢I_k 1 t` u- •APPROVAL WII L A�%TO ENTIRL•SYSTEA. e THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY <mo HURRICANE ZONE(HVHZ), 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ,M,VAD AHMAD H •� o r ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT.SHUTTERS ARE NOT REQUIRED. FIA PEAL 70',82 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CJLN tSM o 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TI4ESE DETAILS ARE ,1 NOT PART OF THIS APPROVAL. $ o € A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C4I MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT G4,� �L drowir,g no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-Oi REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. k sheet T of 5 ITEM/ PART/ REVD. DESCRIPTION MATBR(AL MANF./SUPPNSR/REMARKS 1 ERG06 AS REOD. DOOR FRAME 8063-T6 - 2 ER012 AS REDO. DOOR LEAF 6063-T6 - gI 3 VZ1586 1/LEAF GDR BASE BOARD 8063-T6 z n 3 4 VZ-1483 i/GOR FRAME SILL 8083-16 - 0 5 - 1/DGR SILL BASE 8063-76 - H W _ - - 5 VZ-1481 AS REDD. ASTRAGAL STILE 8063-T6 _ L� a S 7 VI-SSSS 4/LEAF GLAIING BEAD 8053-16 - Q _ U 8 2801 AS REOD. GLAZING GASKET EPOM OUROMETER 7515 SHORE A IL t0 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO - Q t r I I OOSOOX 4/LEAF HINGES ALUMINUM GIESSE V Q t~r1 a 12 #10 X 318" 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS O d Q Q oA 13 _ AS REDD...... BULB W-STRIPPING _..... _ - _ O'Ij t` 14 #10 x 2' AS REOD. ASSEMBLY SCREW$ - Hli SELF DRILLING �, to O ' IS #12 X t-I/4 - FRAME ASSEMBLY SCREWS - SMS Q 3 In \ f'6 2 Q1�eifk' C--'_� DESICN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREMD GLASS 3/16"HEAT STREN'D GLASS SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS g' DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE 'B' DOOR SIZE GLASS TYPE'A'OR'B' .090"INTERLAYER .100"INTERLAYER WIDTH HEIGHT EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+} INT.(-) WIDTH HEIGHT EXT.(+) INT. (-) BUTACITE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONT' or Z 2/6 75.0 85.0 2/6 100.0 140.0 5/0 75.0 75.0 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D CLASS 0O N µ 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 I 6/4 6/8 75.0 75.0 w W IAT PMMi 3/6 75.0 85.0 3/3 100.0 140.0 5/0 75.0 75.0 I'1 2J6 75.0 85.0 2/6 100.0 140.0 ej4 710 75.0 75.0 ¢¢ w 3 0 710 3/0 710 100.0 140.0 5/0 75.0 75.0 SILICONE F SILICONE Ud I-�` n 8/I = m GE SCS 2800 z GE SCS 28W Z=Li m 3/6 • 7510 85.0 3/3 100.0 140.0 6/4 75.0 75.0 j� SILGLAZE II SLGLAZE 11 •• ••276- •• 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR e ( "- • •3/0 g/0 75q 85.0• 3/0 6/0 100.0 140.0 INSTALlATI0N5 WHERE WATER INFILTRADON uY 8 -i' RESISTANCE IS NW REWIRED. I. » 5 3/6 •• 3/3 100.0 140.0 - -I 0 Z S x ••• • / LIMIT EXTERIOR(+)LOADS TO 48 PSF0 i1 !�!I g • DORS APPROVED FOR INSTALLAROIt DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER • WHERE WATER IMILTRARON RESISTA"1 •• WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. ! W • IS REWIRED. IS REOUIREO. •• i6CKS SINCiB DOORS: ••••• 0 LOCKS SINGLE DOORS: L0CK5 DOUBLE DOORS ••• 3*DINT LOCK SY);T`M•AT ACTIVE LOCiicsr. MANUALLY OPERATEO CONCEALED FLUSH BOLTS AT ACTIVE LEAF: GLASS TYPE 'A' GLASS TYPE 'B' 36"FROM BOTTOM,KEYSPEWED W o TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ruouti T IiBYIEYD • DRERIOR AND 1P"/URN ON INTERISIR•• ATTACHED WITH(4) LAZ[NG OPTIONs n""IF61 Wi167b r1erY. ••• ()#10 X 1-12'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART#02181 PROOUCJ 4Eh141YEO IId"S Cede �^ r • 141E PLATE • 09000 p 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)#B X 1-1/2"SMS, MXIPI)mWilk 114 ma paa M4 2-E+ZC t;.G:3 g 1-1/4"X 1/4'X 16-1/4"LONG • 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR IWWal Codt atlas•1y14 ffi •••e TTWHED WITH 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE Aa6pinb N• f2�ti8•X 3/4"SMS••••• AND THUMB TURN ON INTERIOR. I ty „g • • • • 38"FROM BOTTOM,KEY OPERATED ON EXTERIOR 6aylntlP•IMa �Sk4 !,t" c.� u • • • •• STRIKE PLATE AND THUMB TURN ON INTERIOR. i5 s • HINGES SINM DOORS; • • 1-1/4"X 1/4'X 16-1/4"LONG bP ••• `�� • • • ATTACHED WITH(2) #B X 3/4"SMS 1w `NDTE: IWu-HANOEO aA�FOIIt INACTIVE LEAF GLA55 CAPACITIES ON THIS SHEET ARE 'A 8 EXTRUDED AI. A!y41� E.69 GE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT m G + BY'GIESSE' HINGES SINGLE DOORS: TOP AND BOTTOM OF INACTIVE LEAF PART#02168 BASED ON ASTM E1300-04 (3 SEC. GUSTS) y ti (5)PER LEAF TWO COMB HIND ATTACHED WITH a AND FLORIDA BUILDING COMMISSION a<m v AT 6, 12 3Y, 63-1/z"atiD O #6 x '-1/2'SMS. DECLARATORY STATEMENT DCA05-DEC-219 92-1/2"FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 BY'GIESSE' HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 AND 8/0 DOORS - $ AT 3% 9"AND 26-3/8'FROM TWO-HANDED COMB HIND Enga JAVAD AHMAD a TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML I (6)PER LEAF AT 6/8 DOORS BY'GIESSE' FIA,PE/ 02 AT 3",9"AND 26-3/8"FROM (5)PER LEAF C.AN.3536705 TOP AND BOTTOM AT V. 12",35", 63-1/2"AND ,H 92-1/2"FROM TOP OF DOOR drawing no. NOTE:TOP AND ENGAGED DURING MFLUSH PERIODS OFLTS MUST BEHURRICANE WARNING. FEB 'L ZOIZ W04-01 (sheet 2 of 5j TYPICAL ANCHORS IBY TYPICAL ANCHORS !h ^ W000 BUCK SEE ELEVATIONS "' TYPICAL ANCHORS �Y SEE ELEVATIONS FOR SPACING SEE ELEVATIONS -- ge FOR SPACING METAL FOR SPACING STRUCTURE Z • 3 Ivai -E E.O ST I g G C i EDCE DI 3 EDGE dST, F g a OU a LL 73 ❑ ❑ �0 '' :� :� a > g O1 ^ N ^ ^ 0o 13 TYPICAL ANCHORS LL 2 N Q ACCESS HOLES SEE ELANCHORS F; WITH PLUGS FOR SPACING J O J it !SEE_.SEP NOA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH c FOR iRANSO'A MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND n I- jL RATING AND IOETAILS i' IF -gy11 I TRANSFER THEM TO THE BUILDING STRUCTURE. o I F_____lft' ll II li 11 SEE ELEV.FOR SPACING z -----jII ------�11DIA ULTRAC Fu-177 KSI,Fy+155 KSI) w li �I INTO 2 OR WOOD STRUCTURES 3v3' agr7 LL 1-3/8" MIN. P WOOD n� cn w O i ~ n-- IL I HRU 1BY BUCKS INTO CONC. OR MASONRY w a •. • i. ------ ----------'i Z x w • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z ••• ys • • DIREC -CL) -ggI • � 67 • I I • • 13 `MIAMI-DADS COUNtt � W W:6 m • •••• r APPROVED MULLION ex"UC1'A.Bhow" 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o a SEE SEPARATE NOA C1 Z ••• x • • uwmpgh[•1Mde>l�iW p • • • 8dgl■[Code 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 2 M • • i; ••e•• TYPICAL ANCHORS '? • 13 SEE ELEV. FOR SPACING ftoviiskw INTO MIAMI-WE COUNTY APPROVED MULLIONS W'08. ••s • •s• i 's• •• •• • • •• • ••••• ��'�s.�_ !•'`-�4•...ra- INTO META/8" THK. MINS(Fy = 36 KSI MIN.) O ••• • ••• III •••• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • • 07— 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E • • •• i it ••• it O �R ••• • 7 TYPICAL EDGE DISTANCE c c • •••• I- g • Til INTO CONCRETE AND MASONRY = 2-1/2" MIN. •••s s 0000 • •••• Y waliCii1CVum INTO WOOD STRUCTURE - 1" MIN. 0 9 19 • • • #8 x I/2"SMS FF okbKMi&Ak INTO METAL STRUCTURE = 3/4" MIN. • •• s • •• 3"FROM ENDS Q'* / 3 • • • AND 10"O.C.MAX. Ae`NEfe•ee lN�„2nzG O •••••s •a • awl"Y-wft^,_� CONCRETE AT HEAD, SILL OR JAMBS Pg a 3000 PSI MIN. s C-90 HOLLOW/FlLL£D BLOCK AT JAMBS f'm - 2000 PSI MIN. m •••• (a) glzxi"sMs S h",1� z AT 2"D.C.MAX, AT CENTER OF SILL SEALANTS: c<m (BJ ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o 13 REOD.AT ADSEL OR TEKNA 50729 SEALANTS. 5 DOUBLE(XX) DOORS I * `e f3 ONLY EAgr.JAVAD AHMADCIVIL ,e FIAP�d 70562 o y C,AN.3538 } EgcL: -..Q no. TYPICAL ANCHORS y W04-01 SEE ELEV.FOR SPACING O 1 2Oi2 (sheet 3 of 5) a 1/4"MAX. Z I" SHIM SPACE 1/4"MAX. F+- 1/4"MAX. SHIM I g g a SHIM © STRUCTURE Q V METAL (2)r8 X 3/4• a • 1 SA15 TYPICAL ANCHORS OR 28 28 WOOD BU n ACTIVE LEAF FOR SPACING SEE ELEV. WOOD STRUC E V C' e�yi ..._.. 13 Q CL f Q an•�� s TYPICAL ANCHORS SEE ELEV. i FOR SPACING o 16 O z EXTERIOR 13 TYPICAL ANCHORS ry 71 2 SEE ELEV. c D.L.OPG. FOR SPACING PRODU�'r 3CRBWLIO � Z LEAF WIDTH pup�Icyoyo,�iod X111111!f#o11Qa S µ Aoeept4l�a Na!w_ ay .+- U Dow- jr�v rM'1 FRAME WIDTH BYp"dm G 6 SINGLE DOOR N�Ti 7�a�e' 7 LJ • II-DAOE COUNTY w O • ! 0 MULDON O z F t • ••• EPARATE t�A t ••• •• • • • 1/4"MAX. • • • • __,__ O SHIM 4i W a•a••• �1 i� 1 78Y ••• •i • • a I • I WOOD BUCK O • • 11••••1 • I J w • SEE SEPARATE NOA u 1 I I ACT VP LEAF IN—ACTIVE LEAF 6 li 00* •• FOR>YCYIU6 �� •• 1 • � 8 RATDIG A*ORTAILS00 0 IV p• •1 I I 13 18 • ------- 12 . . TYPICAL ANCHORS - gj ••• •• l.1��i ••••• _........ SEE"' .'..'. FOR SPACING aai G a _AA • • • • • •• • • •• 13 D.1.0. 5, • • a • ••• 1 1 •• *0009• • i t t 2 EXTERIOR IL > sMs08 X 3/4• q r •••e D.L.OPG. c m 9 4- LEAF WIDTH A o Ft RS LEAF WIDTH o C<0 U FRAME WIDTH _ O DOUBLE DOOR E JWAJWAD AHS+ CPAL PRQDUCT RCVISM FLA PE 9 70602 1 m a"*Ig wVA•w floolk C.A.N:3538 o n it fE ) . W04-01 �' sheet 4of rj IIS--3.937 t0 V .070 �� o 10 a 1 C tp 1.a15 ❑� t.ssa 2.858 a h-1.772-=•I ° a� a DOOR FRAME i I a a W~ c •••••• ••••••••• ••••••l 2._8O3g07•_•••-••G••3:•fi-�1I .••i•••••••••••••• ••• /"�' ,4 •ye►/A„6it•11..a.l)4..dNw•e `_-'L,a 1t o.YQJW�ZZ3.. z 3.873 .070 2.819 W 1.024 2.047 FRAME TOP CORN0 01 DOOR LEAF t.772 •• UZ�°jZO3937 O 3.177 OS 0r��qeeee Lo `l @�Wo W ••• • r •• •••• DW RASE BOARD• • 2WxN'az"' ,' nogXO66��y`j ' S,yy ••• •• ••••l38 •••••• 2'402 vAtgAUCT tU[YI&WI a • • • tp�y�yly MIM Ht FIe1MR y • ►N c-C,2••• •• ••••.04-0- 1.417 • 1.7fi4 _063 1 Me /1yb•1M•Mb-uw€ • —� FRAME BOTTOM CORNER .571•• W WN& t.�NhN.3K c v o'0 0 W-1772 .744 591 LEAF CORNERS O �4 FRAME SILL O ASTRAGALSTILE Engr.JAVAO AHM •r �2.000-11.000 FIA.PECmIIL 70592 c n CAN.3538, 1.000 094 .846 •p50 p 8 /J'� $ 'g s_lul � �I t tl owing no. �J t.zo1 W04-01 (� SILL BASE O GLAZING BEAD (sheet 5 o 5) Miami Shores Village 10050 N.E.2nd Avenue NE 22 Miami Shores, FL 33138-0000 4 Phone: (305)795-2204 Expiration: 03114/201 Project Address Parcel Number Applicant 400 NE 102 Street 1132060170620 ANDREA LOPEZ Miami Shores, FL 33138-2453 Block: Lot: Owner Information Address Phone Cell ANDREA LOPEZ 400 NE 102 Street MIAMI FL 33150 400 NE 102 Street MIAMI FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 22,069.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 00 Type of Work:REPLACE 13 WINDOWS AND 1 DOOR WITH Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 Invoice# WS-9-15-57014 DBPR Fee $3.60 DCA Fee $3.60 09/16/2015 Check#:21025 $246.00 $50.00 Education Surcharge $4.60 09/09/2015 Check#:20998 $50.00 $0.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $18.40 Total: $296.00 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 conform'y with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume respo sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBIN ,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cerci tharegoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh r I a tho 'ze the above-named contractor to do the work stated. September 16, 2015 Authorized Signature"Owher / Applicant / Contractor / Agent Date Building Department Copy September 16,2015 1