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WS-14-2523Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223473 Permit Number: WS -11-14-2523 Scheduled Inspection Date: January 12, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GENERETTE, WILLIAM Work Classification: Window/Door Replacement Job Address: 402 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT tiuiminq uevanment comments REPLACING 11 WINDOWS WITH IMPACT Phone Number Parcel Number 1132060140220 INSPECTOR COMMENTS False Phone: (954)792-4415 Passed Inspector Comments Failed Correction Needed Re -inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 09, 2015 For Inspections please call: (305)762-4949 Page 3 of 26 Miami Shores Village Building Department Nov 17 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BC 20) BUILDING Master Permit Nou) PERMIT APPLICATION Sub Permit No. OBUILDING 0 ELECTRIC ROOFING Q REVISION EXTENSION []RENEWAL [:]PLUMBING 0 MECHANICAL [:]PUBLIC WORKS M CHANGE OF ❑ CANCELLATION E] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: _J Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE, FFE: OWNER: Name (Fee Simple Titleholder): Phone#: , Address: ``!.'- City: State:Zip: Tenant/Lessee Name: Phone#: - Email: CONTRACTOR: Company Name: Phone#: Address: City:. - State: zip Qualifier Name., Phonek:"T State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#:,> Address: t —CitY:1i.-4�lt,State: zip.i-� Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: F-1 Addition ❑ Alteration ElNew Repair/Replace El Demolition • Description of Work: Specify color of color hru tile: Submittal Fee Permit Fee CCF Scanning Fee Radon Fee $ DBPR Technology Fee Training/ Education Fee Structural Reviews $_ (Revised02/24/2014) —CO/Cc $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. "jqSignature wm OWNER or AG T The foregoing instrument was acknowledged before me this day of - 120 by - who is personally known to Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC:- Sign: Sign: Print: Print: Seal: �pN��RE o2g21�b Seal: CPP;��4° �Ea2g2�gG �0 �tS W 23 2 secs ^r por SS1� ev 23 70 exs /SCA �S zo °s�- { S.pecer�GcUrdetw�it � - a1PE pun **r*****r********s*s** APPROVED BY l �� Plaris Examiner Structural Review IRevised02/24/2014) as ************************* Zoning Clerk Trope Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-0220 Property Address: 402 NE 93 ST Owner WILLIAM H GENERETTE &W LOLITA L Mailing Address 402 NE 93 ST MIAMI SHORES, FL 33138-2842 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,085 Sq.Ft Lot Size Sq.Ft Year Built 1950 Assessment Information Year 2014 2013 2012 Land Value $268,922 $237,699 $183,008 Building Value $120,159 $120,159 $134,248 XF Value $0 $0 $0 Market Value $389,081 $357,858 $317,256 Assessed Value $152,632 $150,377 $147,864 Benefits Information Previous 2014 2013 Benefit Type 2014 2013 2012 Save Our Homes Assessment $236,449 $207,481 $169,392 Cap i Reduction Exemption Value $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $97,864 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On: 10/10/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $102,632 $100,377 $97,8641 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $127,632 $125,377 $122,864 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $102,632 $100,377 $97,864 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $102,632 $100,377 $97,864 Sales Information Previous Price OR Book - Description Sale PageQualification 2008 and prior year sales; Qual by 07/01/1990 $105,000 14654-3901 exam of deed Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOTS 11 & 12 BLK 50 LOT SIZE 100.000 X 128 OR 14654-3894 THRU 3901 0790 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 http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/10/2014 'I CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS 4070 SW 30 AVE HOLLYWOOD, FL PROJECT INFORMATION 402 NE 93RD ST MIAMI SHORES NEW MULL DETAIL INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2010, AMENDMENTS, BUILDING CODE AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. EXISTING WINDOW OPENING FOR NEW IMPACT WINDOW EXISTING KNEE WALL s� r�a'bctM EXISTING DOOR FOR NEW IMP) Nov 17 2014 SPECU�LplmRlW "r CONSUL Ina 1599 SW 30th AVE. SURE /40 BOlr/rON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL CA. /009217 561 - 752 - 5440 OMCE 561 - 752 - 5542 FAX v � a i q a a NEW 2x4 MULL ATTACHED TO KNEEWALL W/ Y"0 x R4" TAPCONS 0 4" 0/C CLIPPED USING MULL CLIP TOP i 2814 AND N2" MULL CLIP BTM i st i4 ®C, a 5 0. 0. 5 P q h (C4 - GCpi) V(mph) 175 1620FBCfa NVNZ,or Fig.26.5•la Risk cwAg.y B Table 1.5-I, Page 2 F-lq e C Swum 26.7 Kd .4A3 Table 26.6.1, Page 250 KA I Rgors 26.8-1, page 251 GCps 0.18 -0.18 0.55 pitokofmof 3112 14.0 dsgees dwta 14.0 char= Specialty En9lneedng Consultants, Inc. 1599 SW 30 Avenue, Suite #20 •�� p Boynton Beach, FL 334325 K FL. CA # 009217 :+ .r 'ant 61� 1 Cheds provida wind pressures based on the mean root height. And shell not exceed 00'-W. V F 3 Dada Howard aim l3cach Risk Call 1 165 1 156 136. Low risk to burn- farms Risk Call 1 175 1 170 170Sia IaF Reaidenws Risk Cat.3&4 106 In 1 180 BswntialFwilitiaa 1 No reduction is taken for slopes lose than 10 degre 1 Cheds provida wind pressures based on the mean root height. And shell not exceed 00'-W. Ate. ofcam wot n Pressures are for an enclosed builindin shutters or other impact resistance Protection r 3 User shall determine the mean roof Save height - Roof PeaW. 4 End zone distance is the lessor of 10% of length, 10% of width or 40% of the mean roof heWht and not laws than 3•-0' 5 If 50% of a component is in a particular zone Men trialorgy of the area. If questionable then lata I Zone 5 6 Each component, window, door, mullion has a tiribubuy area that Is area to be used. Area of components to rounded down but all not be less than 10 of. 7 For 140A•s that require a Kd-1.0 Men multiply the values listed h6Fem by 1.1 S. 35.0 sf Wind Pressures are based on Allowable stress design. 9 Deslim Pressures listed herein ere valid for Exposures 8 and C and exposure D. max roof helaht 3 0 91 Charts end values listed herein are o valid when s' nod Ge McDo le PE #56214 or D. Priam LeBlanc PE 077012 Wlnd dasIgn pressures are calculated In accordant ASCE I McOwd 2 1 No reduction is taken for slopes lose than 10 degre Areadcomponant Ama of omot Area ofcam oeot Ate. ofcam wot Amadcomponent Area ofcom nl Awaofcom Area ofcamponaut Amadcompownt sof Area of -I 10.0 sf 15.0 sf 20.0 sf 25.0 of 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf $5.0 sf 60.0 Mean Roof Zone ne 5 Zone I Zone 5 Zone 4 Zonen ne 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 •51.3 -41.8 -50.6 -41.4 49.8 41.0 -49.0 40.6 48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 •39.0 -43,2 -38.6 -44.5 .6 39.3 39.3 38.9 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 -51.3 42.0 -50.5 41.6 49.7 41.1 48,9 40.7 48.2 40.3 -47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -553 43.4 -52.7 -42.9 •51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 ,. 39.9 39,4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.836.8 36.3 36.3 18 1 45.1 -53.7 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 1 48.6 40.9 47.8 -40.5 47.0 40.1 46.2 42.1 421 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38,1 38.1 37.6 37.6 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 40.7 403 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 42.9 43.6 -52.1 43.1 -51.3 -42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41,0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9. 38.4 38.4 38.0 38.0 37.5 37.3 21 -46.6 1 -57.6 43.3 -55.1 1 44.9 -54.3 1 44.4 -53.5 44.0 -52.6 1 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 1 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 -44.4 -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 •56.7 46.2 -55.8 43.7 -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 1 46.6 -56.3 1 46.1 -55,5 45.7 -54.6 1 45.2 -53.8 44.7 -52.9 44.3 1 -52.1 43.8 -51.2 -43.4 •50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42,6 42.1 42.1 41.6. 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 393 39.3 26 1 48,8 -60.2 47.4 -57.6 47.0 -56.8 46.5 1 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 •52.5 -44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40,5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -5&1 47.3 -57.2 46.9 -56.4 46.4 •55.5 45.9 -54.6 45.5 •53.8 45.0 -52.9 1 44.6 -52.0 44.1 •51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 41.2 48,2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55,1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 1 -51.6 1 44.0 -50.7 46.0 46,0 44.6 44.6 44.1 44.1 43.6 43,6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41,1 40,7 40.7 40.2 40.2 29 49.9 -61.6 48.3 1 -59.0 48.0 1 -58.1 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 -52.0 .3 •51.1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43,9 43.4 43.4 42.9 .42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 .40.5 40.3 30 -50.3 -62.1 4&9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.3 -53.0 1 46.0 - -33.2 45.1 -52.3 44.6 1 -51.4 w. ti ,r w t _ = 1 OCT 0 2 2014 ; � :*T MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 402 NE 93 5T MIAMI SHORES FL 33138 Permit No. l Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -43.4 36 x 37 /4 NO NO YES 2 •L y 3 4 -53.6 35 3/4 x 24 7/8 .� •L .(• 5 .l, FL16736.2 -43.4 109 7/8 x 491/2 .�. .(. .L 6 FL13010.4 +55.0 -55.0 -53.6 25 x 25 .�. .�. .l. 7 11, 1� 1 28 x 60 8 .j, FL16736.1 +60.0 -60.0 73 x 491/2 .�. .L •L 9 1j, 1, 'j, -43.4 52 x 371/4 •L •L •L 10 FL13010.4 +55.0 -55.0 -53.6 35 x 491/2 .l, 1 x 312-0221.09 .j. 11 FL6890.1 +67.5 -67.5 1 x 312-0221.09 .�. 12 13 14 15 16 17 18 19 20 21 22 23 24 Florida Building Code Online http://www.tloridabuilding.org/pr/pr_app 4tl.aspx?parany=wGFVX.i IN 111-4- I �-, .. lilm.�116 ��'��r r .. _ ... .... . .......... ........ 1 �. ......-. -. Y' ....:. .. r `?- -c 1. q;fid -1 'k 6.)epr �C BQS Home ; Log In Usa Registration HoE Topirs ` Submi Surcharge I Stays & FatEs i Publications FBC Staff BCLS Site Map links Saarch I Bus ne�ck }� €i lProduct Approval 'roeSS? l i7 USER: Public User Authorized Signature Technical Representative Address/Phone/Email Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Product Approval Men4 > Product or Aoofieatbn Search > AppiicaMn List > Application DetaP1 _ 'ra,,c Y"sgo Ocala, FL 34474. ."..'�„ FL # FL13010-RI Ithompson@cws.cc Application Type Revision Category Code Version 2010 Y r y Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Application Status Approved Evaluation Report - Hardcopy Received Comments the Evaluation Report Archived n Quality Assurance Entity Product Manufacturer Custom Window Systems Inc. 07/21/2020 Address/Phone/Email 1900 SW 44th Avenue' Y Validation Checklist - Hardcopy Received Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Technical Representative Address/Phone/Email Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474. (352) 368-6922 -Ext 221 Ithompson@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Y Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13010 R1 COI EvalReo CWS -433A fPW-8100 36x72 IMPACT) -odf Standard AAMA/W DMACSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-05 ASTM E1996-02 PA TAS 201/202/203 Year 2005 2004 2005 2002 1994 1 nf3 ?/1B17(I1? 10113 AIV Florida Building Code Online Equivalence of Product Standards Certified By Sections frorn the Code Product Approval Method Date Submitted Date Validated Date Pending FBG Approval Date Approved http://www.floridabuilding,org/pr/Pr_appjtl:aspx?parani--wGEVX.. Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FL * Model, Number or Name 13010.1 PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8150, 36" x 72", DP = +/ 75 psf. Large Missile Impact. 13010.2 E PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +1- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Description PW -8150 PVC Fig/Fin Fixed Window, 36"x 72 Installation Instructions L13Q10 RI II CWS -433A (PW -8150 36x72 IMPACT).od_f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.3df FL13010 Rj AE EvalRep CW5-433A (PW -8150 3602 IMPACT).pdf FL13010 R1 AE Mlkron NOA 11-0830 09.pdf Created by Independent Third Party: Yes PW -8150 PVC Flg/Fin Fixed Window, Continuous Head & sill. Installation Instructions FL13010 R1 II CWS -516A (,PW -8150. 74x72. ConILdSl, IMP P f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.pdf FL13010 R1 AE EvalRep CWS -510A (PW -8150. 7402, ContHdSL IMP).pdf FL13010 R1 AE Mikron NOA 11-083.0 .42Dd_f Created by Independent Third Party: Yes 113010-3 1 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. installation Instructions FL13010 R1 II CWS -373A (PW -8300. 120x48. IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 Rl AE DuPont SGP NOA 11-0624 02.odf FL13010 RI AE EvalRep CWS -373A (PW -8300, 120x48 IMPACT).pdf FL13010 R1 AE Mlkron NOA 11-0830 09.odf Created by Independent Third Party: Yes 13010.4 ) PW -8300 PVC Fixed Window PW -8300 PVC Fig/Fin Fixed Window. L71lflff -of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 111 II CWS --1598 (PW -8300. IMPACT iml- Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01,p FL13010 Rl AE DuPont SGP NOA 11-0624 02 odf FL13010 Rl AE EvalRep CWS -159B (PW -8300. IMPACT).pdf Inf2 9fld/9(11? If) -01 AA Florida Building Code Online .� I FL13010 R1 .AE Mikron HOA 11-0830 09.Ddf Created by Independent Third Party; Yes Contact Us :: Phone: 850-4a7-1024 1940 North Monme Street Tadaha a FL 32394 The State of Florida is an AA/EEO employer. Coov_n ht 2007-2010 State of Florida.:: Privacy Statemm.:: 9fS ;4 lits Statement :: Refund Statement Under Florida law, e-mail addresses are public records. IF you do not want your e-mail address released in response to a public -records request, do not send electronic mal to this -entity. Instead, contact the office by phone or by traditional mad. If you have any questions regarding DSPWS ADA web accessibility, please contact our Web Master at webmasterrddbonstate flus. Product Approval Accepts: N V.tr �csod rcrvr► http://www.floridabuilding.org/pr/pr-appjtl.aspx?param--wGEVX I of 2 I A-11: AT Lucas A. Turner, P.E., MBA Evaluation Report 159B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Manufacturer: Custom Window Systems, line. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -159B, signed. and sealed by Lucas A.`Tumer, P.E. on 12/14/11. 2) Test Reports NCTL-210-3530-1, -1A, -2, and -2A, and NCTL-210-3672-1, AA, -2, and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA l Ol/I.S.2/A440-05, ASTM El886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations. to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use: This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. glass daylight sizes as shown in CWS -159B • Is large missile impact resistant and does not require the use of shutters • May be used in the. High Velocity Hurricane Zone • Requires glazing as shown in CWS -159B, with Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-0624.01 in DP55 units + Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.-09 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.��rr Lucas A. Turner, P.E. 2011-12-14 11:08-05:00 No 58201 �� ur i cr 4 ,ems " :r,,ty R �i�`. 12/14/11 Lucas A. Turner, P.E. FL PE #58201 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........,.1 ANCHOR SCHEDULE& NOTES._ 2-3 SHAPES................................. .. 4 G LAZJ N G ................................:...... .. 5 SECTION VIEWS ..............................6 EXTRUSIONS & B.O.M......................7 INSTALLATION DETAILS ......................8-9 77 1(4" MAX. OVERALL FLANGE. HEIGHT 73 .73 1/4" MAX. OVERALL FLANGE WIDTH 72" - MAX. UNIT WIDTH �+--- 691/611 GLASS DLO DESIGN PRESSU ERATINO 167.5 Lucas A. Turner, P.E. 2011.12-1411:08-05:00 PROPRIETARY AND CON=IDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN,PERMISSION OF CUSTOM WINDOW SYSTEMS. INC ISPROI-10TED, PVC IMPACT REQUIREMENT:. 1. THE PRODUCT SHOWN HEREIN IS'DESIGNED AND MANUFACTURED TO COMPLY.WiTH THE FLORIDA BUILDING CODE, CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 5) 3. CONFIGURATION: FIXED LITE "0". 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTEDPRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7, ALL FRAMES FULLY WELDED. 6, REFERENCE TEST REPORTS: NCTL-210-3530.1, 1A, 2, 2A, NCTL-210-3672-1, 1A, 2, 2A 9. SERIES /.MODEL DESIGNATION PW -8300. 10.1 x OR2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PER NEW �JC�.F • #.` '"4 •,'� i3,'J {#TNDON'S 4 DOORS '41 Na 56201 .,-A : 1900 SW 44TH AVE, A :: OCALA, FLORIDA 34474 kf i `GENERAL NOTES &ELEVATIONS - LARGE MISSILE IMPA, 7 + STATE OF • �! h i0 .�(& n_L: 8300 ADE n1c.Ho.:5105120 `�ar�� y'��k�r�#�a#�� PVG FIXED LITE NTS CWS -1 +'iR1lssilielk##�:I:'✓. I. ki:i'cF{; B _ HEE : 1 OF9 6" MAX (TYP) 4, MAX -14" MAX. 0.0. (TYP) (TYP) 4" MAX MAX. O.C. 6" MAX A SEE NOTE 2 (TYP) (TYP) SEE NOTE 8 ,. (TYP) I , t I 1AY AX. O.C. MAX, 0.0. (T I t INSTALLATION I I ANCHOR (TYP) INSTALLATION - f ANCHOR (EYP) I f • BI i B I I i - I c� A �� O ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT.- (FIN) THRU FRAME(MASONRY OR 71000 OPENING) THRU NA-ILINGFIN ('WOOD OPENING) +/- 55 DP h 95 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION, ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BE LL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, 4. 3116" DIA. ELCO UL7RACON MASONRY CHORSMUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 11Z- SHALL BE 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN• EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7!8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, B UPDATED PER 2010 FBC 12/6/2011 L UCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008yyy 8, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL �yyyiIMIN NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED,ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES' ,1ytiyyyjitiy +G=' y 10HIV k9fi�^li rM 111TNDOOiLS A WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.55 (SOUTHERN PINE OR GREATER) w" No `; SW 44TH B..CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. 5B201 F' 1900 AVE, � 3 z OCALA, FLORIDA 34474 MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z� * * � Uri �,E: ++� S ' W- ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT A . STAT I? OF d'ttr 7.1717,77 na,:. ,m 3 OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT r G) p 8300 5!0512007 REFERENCE DMA/AAMA S yTHE USTOM °1 `+,� DRI); � �y�i44 +1O•LiES.: G(:A'.: ~�`i. SOiE PROPERTY OF CDENTIAL FMAIAAM✓VERSION OHFIN WINDOWS,E 200 FLANGE WINDOWS, THE INFORMATION CONTAINED INOCUMENTS:PROP�THI THIS IETARYAND U^{` PVG F1XEp LITE NTS J�1�S E CWS -16920F8 FMAANDMA 250(BOX WINDOWS), FMAIAAMAIWDMA 300(EXTERIOR)DOORS). yyalrr N aE�Mlss vaF CUSTOM W NDOW 5YS7EM6 Lg8 PROHIBtTN HOUTTHE A� t�� . L 4" MAX 8" MAX O.C. (TYP) (TYP) 8" MAX. 7 5/8" MAX. O.C. (TYP.) gEE NOTE 2 LL SEE NOTE 8 — — — _ �__ _ — I 4.. MAX I 8" MAX. —) { I (TYP) j I I I I 8" MAX 00.- .C.J7518" . 7 518"MAX.O.C. ( I (TYP) (TYP.) I 0 ( I O I INSTALLATION { { I I I I ANCHOR (TYP) INSTALLATION { { ANCHOR (TYP) I I I I I I I I { I I ANCHDR LAYOUT - (FLANGE) I ANCHOR LAYQUT -SIN) THRU FiJaME (MASONRY OR WOOD OPENING) THRU NAILWG FM {WOOD OPENING) +1-67.5 OR - +/-97.5 DP B1 UPDATED PER 2010 FBC !2!012011 LUCAS A. TURNER, FL P.E. 58201 A I UPDATED PER NEW PBC REQUIREMENTS 7107!2008 t4oREW ` �� RE ' R �g' 1hTN00143 R DOOMS v.1 No 58201 1900 SW 44TH AVE. ' 1 OCALA, FLORIDA 34474 y Yk Y 4 ANCHOR SCHEDULE LARGE MISSILE IMPACT %'A% -"4 STATE OR 8300 5/05120Q7 THE INFORMATION COnfTAWED N7 IS DRAWINGf57HE SOLE PROPERTY/OP CUSTOM y+k^'1t l+S' •� R1. --i��i-.I�Lr_;; G wool. �r�fl�,*` PVC FIXED LITE 159 SYSTEMS. ASA WH WRITTEN PERMISSION OF CUSTOM REPRODUCTION PROHIBITED. W ,...Z. B `u'HEE1': 3 OF B FULL CIRCLE 112 CIRCLE NOTES: 1. SEE SHEET FOR DETAILED.ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE. MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FORARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 TRAPEZOID FULL ELLIPSE.('OYAL"1 TRIANGLE ;4z PROPRIETARYAND CDWIDENTt41. 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINCOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS q WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROH)RITED. OCTAGON LUCAS A. TURNER, FL P.E. TOMBSTONE 1" OVERALL 3116" ANNEALED . 1/2" AIR SPACE 5116" LAM[ GLASS 116" ANNEALED ,090 DUPONT PVB INTERLAYER 118" ANNEALED DPURFECT GLAZE "H" SIKAPLEX 552 17, 1-1 GLASS BITE cl ver 1" OVERALL 3116" TEMPERED 112" AIRSPACE 5116" LAMI GLASS 1/8" ANNEALED 1116" DUPONT PVB INTERLAYER 1/8" ANNEALED DPURFECT GLAZE"H" 1 SIKAFLEX552 1 1/2" GLASS BITE GLASS TYPE B FULL SIZE 1" OVERALL 3/16" HEAT STRENGTH 318" AIRSPACE 7116" LAW GLASS 3116" HEATSTRENGTH .090 SENTRY GLASS IONOPLAST 3/16" HEAT STRENGTH 6DPURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE C FULL SIZE GLASS TYPE MAX SIZE W.x H DP -F/-55 A, 13 1 48 X 72 DP +/-67.5 C, D 72 X 76 1" OVERALL 3/16" TEMPERED 316" AIR SPACE 7116" LAMI GLASS 3116" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER $116" HEAT STRENGTH ' (S�PGLAZE "H" f �SIKAFLEIKAFLE X552 GLASS TYPE D FULL SIZE :r No 5$201 'P 1900 SW 44TH AVE. * OCALA, FLORIDA 34474 OFfr- x GLAZING DETAIL- LARGE MISSILE IMPACT +, 31 3' ' Pi by. 7 PROPRIETARY AND CONFIDENTIAL 12/14/11 +'Pj4"'�rr`�( 4y �"-��$+ 0300 5105/2007 ,, " r, D R Y �� ODF . e- NO: THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF CUSTOM. ��l �uY' " q1 �ti PVC FIXED LITE 1:1 CWS -159 WRIT N PERMISSION OANY CUSTOM WNDOW 3 9 E S,OINC IS PROM76fT'ED. THE !t�# A(} A 14 a•' ''I �J. L!;: i'."[:R: 8 uHinEl'; 6 OF 9 6 B Q 9 10 7 7 11 8 3 SECTION B -B 4 EXTERIOR EXTERIOR 8 177 11 5 O 2 0 7 3ECTfON VIEW GC © ALT FIN FRAME B UPDATED PER 2010 FBC 121812011 8 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FSC REQUIREMENTS 7107/2608 �pp1ORE6jr��* SECTION VIEW AA,'�:�w STP ,..NGEMS,•.�Q��„� .. u94i7h]DO S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Z-; SECT. VIEWS & ALT FIN FRAME - LARGE, MISSILE IMPACT STATE OF PROPRIETARY AND COPFIOENTWL 12%14/11 5/05/2007 P•�2`K4 q"L t•L. 8300 DE JG. NO.: '�� THE I\FORMATION CONTAINED IN THIS DRAWING IS TME SOLE PROPERTY OFCt'STOM .l(y .. '� PVC FIXED LITE 1:2 sal►O�j CWS -159 WRITTEN PERMEMS. INC. ANISSION OF CUSTOM WNODOW SYSTEMS,TION IN PART OiNC.IB PROHIBITED.R ASA WHOLE THE Jy�G''R�,�t;::J.3';9iE':T: 6 OF Item # Part Description Vendor Material 1 H -6006B Fr., PW,.Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Mikron PVC 3 H-600613 Fr., PW, Main, L. Jb. Mikron PVC 4 H -6006B Fr., PW, Main, R Jb. Milaon PVC 5 H -6006A Fr. Main PVC Fin Mikron. PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 • P-3352 Set. Btk., 85 Dux., 1/8" x5/8" x.2" Lg. Frank Lowe Rubber 8 Purfect Glaze "H", SikaFlex552 Henkel / Sika Silicone 9 P-3752 Cap Plug, 1/2" Hole M&M N lon 10 S-6064Glz. Bd., Fxd. 1" O.A,1.G Mikron PVC 11 GLASS See. Sheet 4 i 114" 1118" 7f8" PVC OLAZEBEAD-6064 PROORIETARYANO COWIDENTML 12/14/11 THE INFORMATION CONTAINED 1N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM YJiNDCW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WTHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 3 1/8" 1 2�2 1116" 3 7 If4 PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H 6000A FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 6 3116" SCREW SUPPORT - P-3113 BI UPDATED PER 2010 FBG 12(6;2011 ;As A. TURNER, FL P.E. 56201 AlUPDATED PER NEW FBC REQUIREMENTS 7!07/2008 .,�� •' ,0 ��[V•$L` ' 'f v .• No 58201 .,y`� * * s STATS: OF t�'d �(+S.t (�ii.(4;d•''•�r�• .,i,&DOORS. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ,1TL,c. EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT :::.;-..• 8300 - 5/05/2007 11::i:IF:.i_: -"CLE: ./WO. NO.: PVC FIXED LITE 1:2 GWS -189 41 B TOF9 L= MIN. EDGE DIST, (Cl CONCRETE!-- MASONRY BY OTHERS BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND— FLANGE BY INSTALLER SEALANT BEHIND— FLANGE BY INSTALLER PERIMETER SEALANT By INSTALLER EXTERIOR FINISH, av ITHERS SEALANT BETWEEN BUCK - AND OPENING BY OTHERS CONCRETElMASONRY� BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR WI WASHER THRU SCREW SUPPORT [C] t 1,1(.4 MIN. EMBEDMENT 1 BY WOOD BUCK ' ...._ i BY OTHERS [A] 114" MAX SHIM [e] INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT [C] HIGH STRENGTH STRUCTURAL GROUT BY OTHERS INSTALLATION ANCHOR, 3116" DIA, MASONRY ANCHOR VW WASHER THRU SCREW SUPPORT [C] 114" MAX SHIM [Bl E .. BY OTHERS A�FME L SECTIONeL' ONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS —LI " MIN, EMBEDMENT [C] —ZIL MIN. EDGE DIST. IG] 2112!'. MIN. [C] 1BY WOOD BUCK wi WASHER THRU SCREW SUPPORT • • AA• •P •O'..n P. ` •P A •a�P�• [A] .4 .4aI r114' MAXSHIM [Bl �4 BY OTHERS A�FME L SECTIONeL' ONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS —LI " MIN, EMBEDMENT [C] —ZIL MIN. EDGE DIST. IG] 2112!'. MIN. [C] f, ,., J� — SEALANT BEHIND 1114". MIN EMBEDMENT 1 FLANGE BY INSTA [C] PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER BY OTHERS n HORIZONTAL SECTION 8 FRAME(MASONRY) 1BY WOOD BUCK wi WASHER THRU SCREW SUPPORT BY OTHERS tf4"MAXSHIM-1 [A] .4 .4aI r114' MAXSHIM [Bl �4 A r > ZL MIN. EDGE DIST, .4 .4 [D] " 4 4 D . . INSTALLATION ANCHOR, ,4,• 4 0 #10 WOOD SCREW w/WASHER Q Y...4 • s • . THRU SCREW SUPPORT IDI p, A 2 BY WOOD BUCK 2 .... ' BY OTHERS 4 55��33 f, ,., J� — SEALANT BEHIND 1114". MIN EMBEDMENT 1 FLANGE BY INSTA [C] PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER BY OTHERS n HORIZONTAL SECTION 8 FRAME(MASONRY) SEALANT BEHIND 1318" MIN EMBEDMENT wi WASHER THRU SCREW SUPPORT [D] tf4"MAXSHIM-1 29YWOOD SUCK IBI— I p BY OTHERS [A] A r > ZL MIN. EDGE DIST, ry [D] ' D . . INSTALLATION ANCHOR, 0 #10 WOOD SCREW w/WASHER Q Y...4 • s • . THRU SCREW SUPPORT IDI p, A 2 BY WOOD BUCK 2 .... ' BY OTHERS 1"6'%.'6[A] BYINSTALLER SEALANT BETWEEN BUCK _R AND OPENING BY OTHERS PERIMETER SEALANT BY INSTALLER • ' • r'D° EXTERIORFINISH EXTERIORFWISH BY OTHERS v D e HORIZONTAL SECTION B FRAME (WOOD) p OTE: HEAD AND JAMB FOR 2BY INSTALLATION, ESIMILAR INSTALLATION SAME AS ►•D° D °•Ds D, N BELOW SEALANT BEHIND wi WASHER THRU SCREW SUPPORT FLANGE BY [O] INSTALLER ry ' r1/4" MAX. SHIM (TYP) PERIMETER SEALANT BYINSTALLER .. �lL • ' • r'D° EXTERIORFWISH •Dr�D ••v v D e BY OTHERS p ., ►•D° D °•Ds D, 1.1(9_ MIN. EMBEDMENT ( p°!: o D • ►' °� ° p b `p r • r . ° r REFERENCE NOTES: • Dr ° P °D b .• . r r r p P [A] SEE NOTE 10,13141"1 [B] SEE NOTE 2&3, SHT 2 211_ MIN. EDGE DIST, [C] BEE NOTE 4, SHT2 CONCRETEfMASbNRY E (TYP) PI SEE N07E 6, SHT 2 BY OCHE [E] SEE NOTE 6, SHT 2 C� ALTERNATE PRECAST -SILL DETAIL 8 FRAME(MASORY) PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM WI NCOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 15 PROHIBITED. SHEATHING—� 1L4_ MIN EMBEDMENT BY OTHERS [E1 114" MAX SEALANT BEHIND FIN SHIM IBI BYINSTALLER 0.0• #8 WOOD SCREW ANCHOR °OiPI EXTERIOR FINISH n BY OTHERS u 1 1/2" MIN. EMBEDMENT 0 IEI PERIMETER SEALANT d'Oq• BYINSTALLER jj.'xasa;ex •�' oa� WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN 0 BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP — BYINSTALLER EXTERIOR FINISH---' BY OTHERS SEALANT BEHIND FIN BYINSTALLER ' SHEATHING BY OTHERS 9 & MIN. EMBEDMENT [E] INSTALLATION ANCHOR, 08 WOOD SCREW ANCHOR W/ WASHER [E] 2 SY SUCK BY OTHERS _ [Al 114" MIN EMBEDMENT tEl 114" MAX SHIM [S] 1!4" MAX SHIM [B] 114" MIN EMBEDMENT ..,_— [E) 2 BY WOOD BUCK BY OTHERS [A) INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR Wf WASHER [EI .11f2" MIN. EMBEDMENT (E) E VERTICAL SECTION 9 FIN(WOOD) PROPRIETARY ANDCONFIOENTAL, 12/14/11 THE INFORMATION CONTAINEO 3N THIS ORAWINO IS THE SOL PROPERTY OF CUSTOM WINoaN SYSTEMS: INC. ANY REPRODUCTION M PART ORAS A WHOLE W.THOUT THE ,AFrTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. FL REFERENCE NOTES LA[SEE NOTE 10, SHT 1 [8) SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE S, SHT 2 1L4_ MIN EMBEDMENT 2 BY WOOD BUCK BY OTHERS [E1 114" MAX SHIM IBI INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR WIWASHER [El 1 1/2" MIN. EMBEDMENT IEI SHEATHING BY OTHERS EXTERIOR FINISH �" °'"0°'Od'• jj.'xasa;ex •�' BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER, F HORIZONTAL SECTION FIN (WOOD) E VERTICAL SECTION 9 FIN(WOOD) PROPRIETARY ANDCONFIOENTAL, 12/14/11 THE INFORMATION CONTAINEO 3N THIS ORAWINO IS THE SOL PROPERTY OF CUSTOM WINoaN SYSTEMS: INC. ANY REPRODUCTION M PART ORAS A WHOLE W.THOUT THE ,AFrTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. FL REFERENCE NOTES LA[SEE NOTE 10, SHT 1 [8) SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE S, SHT 2 MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miainidade.gov/pern SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets I through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature., If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.09 Expiration Date: November 21, 2017 ,J le Approval Date: April 26, 2012 414 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#10-1004 01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E. 4' Product Contrt Et2l.09 iner NOA No. Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion— L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per , ProductControlxami r NOA No. 12- .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND ON RESISTANT PRODUCTS. U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. - WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. B. 100 9II�IIII Imo— 2.0��00—IjII MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT I APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZ" WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFID IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN, RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. JCT tngr. a Y" mm— " CIVILom FLA PE Y 70:192 ' C.A.N..3538 '. '. PRODUCT REVISED as 1 cComp1 ying with the Flm9Qa BCode No 2• Em ionate /7 Ac*iWl Ey ` MiCo pEC , g U1 O �o ^ J^ J n y 7 (3� Ld Q�aM m Z��f I— +?. W rn UZU z go m a 3rawing no. M07-04 1.000 r- 3.000 125 TYP, 1 X 3 STD, MULLION 6063-T6 1.000 125 TYP. 4.000 L,—, 1 X 4 STD. MULLION 6063-T6 jam ---2.000 r-2.000-1 .125 .250 TYR TYP. 4.000 4.000 -1 1.000 .375 .125 4.000 .375 IX 4 CUSTOM MULLION 6063-T6 2 X 4 2 X 4 2X 6 STD, MULLION HEAVY MULLION STD. MULLION 6063-T6 I 6063-T6 6063-T6 .125 TYP. 1.250 �{ .250 125 4.500 _250 1-1/4 X 4-1/2 CUSTOM MULL10N 6063-T6 2 X 6 HEAVY MULLION 6063-76 NOTCH OPTIONAL a MULLION CLIP (6063-T6) M1 (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO 20Y TUBE MULLIONS. NOTCH OPTIONAL .125 0 2.000 1. MY L2.000 --d ANGLE CLIP 6063-T6 .'y,. I.— PRODUCT REVISED PE # p3538 mcomplyingwith UteVlwMa CAR d417 ep,AgN EljdrainEilion De 0 , Z r 0 W Q LL N kv O o 0 w a� �o 06 a 0 g C1 0 IL 0`a00I 0 QW3�c !n 1LzwP aW�� N N z A p�o N J0 m 7 0 w += n' co Z L2 1- 3W� N ()ZU Qot� ? aim vi Q (Arno o � N O drawing no.' M07-04 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-1 4 1-1/4 - 1-1 4 WINDOW DIMS. L X 1 X 4 1 X 4 4 1/2 2 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 4 4X/2 2 X 4 2 X 4 2 X 6 2X 8 WINDOW DIMS. 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 8 2 X 8 0 m WIDTH (W) MULL SPA STD. STD. CUSTOM COSTSTD. HEAVY STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD, HEAVY 19-1/8" 130.0 130.0 130.0 130.0. 130.0 130.0 130.0 130.0 19-1/8" 64.3 130.0 130,0 130.0 130.0 130.0 130.0 130.0 19-1/8" - 37.6 59.3 78.9 5513 98.7 130.0 130.0 Q 26-t/2" 28-1/2" 26-1/2" 130.0 130.0 1300 "DO 130.0 130.0 130,0 150.0 46.4 99.5 1300 130.0 130.0 130.0 170.0 930.0 - - 42.8 56.9 38.9 111.0 1,30.0 130.0 130,0 130.0 130.0 130.0 130.0 130.0 41.0 87.9 130.0 130.0 128.4 130.0 130.0 .130.0 - - 37.8 _71.2 _130.0 50.3 35.3 B2.9 98,1 130,0 30" 30" 30" 37" 37" 37" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 33.2 71.3 111.6 130.0 104.1 130,0 130.0 130.0 - - 30.6 40.8 - 51.0 79.6 130.0 42" 38_3/8. / 42" 78 42" 120" Y 130.0 730.0 130.0 130.0 170.0 130.0 130,0 130.0 - 62.8 98.3 127.5 91,7 130.0 130.0 130.0 - - - 35.9 - 44.9 70,1 128.7 130.0 130.0 130.0 .130.0 130.0 130.0 130.0 130.0 - 54,6 86.0 111.5 80.3 130.0 130.0 130.0' _ _ 31.4 - 39.3 61.3 112,6 48" 48" 40" a O 130.0 130.0 130:0 130.0 130,0 130,0 130.0 130.0 - 48.8 76.4 99.1 127.2 130.0 130.0 - - - - - 34.9 54,5 100.1 54" 54" 54" /� a 123.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 44.0 66.8 89.2 171.4 64.2 114.5 130.0 130.0 - - - - - 33.1 49,0 90.1 80" 60" 6D" VT 112.5 130.0 130.0 130.0 130.0 13010 130.0 130.0 - 40.0 82.5 81.7 58.4 104.1 118.7 130.0 - - - - - 44.6 81.9 Be" 88" 66" 72" 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 72" - 36.6 57.3 74,4 53.6 95.4 108.6 130.0 72" - - - - - - 40.8 75.1 Q Q C 19-1/8" 130.0 130.0 130.0 130,0 130.0 13010 130.0 130.0 19-1/8" 51.5 110.4 130.0 130.0_ 130.0 130.0 130.0 130.0 19-1/8" - - 44.5 59,3 41.6 74.1 115.5 130.0 0 0 26-1/2" 26-1/2" 26-1/2" Q W 3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 _ 37.2 79.7 124,7 116.4 130.0 130.0 130.0 - - 32.1 42.8 - 53.5 83.4 130.0 1 130.0 130.0 130,0 13D,D 130.0 130.0 130.0 32.8 70.4 710.2 _130.0 130.0 102.8 130.0 130.0 130.0 - - - 37.6 - 47.3 73.7 130.0 W. 30" 30" 1 2 y •; ro 115.3 730.0 130.0 130.0 130,0 130.0 130.0 130.0 - 57.1 89.3 118.8 83.4 130.0 130.0 130.0 - - - 30.8 - 38.3 58.8 109.8 37" 37" 37" S 1 130'0 130.0 130.0 130.0 130,0 130.0 130.0 - 50.3 104.7 73.5 130.0 130.0 130.0 - - - - - 33.8 52.8 88,7 42° 50_5/a,, 42" 42" 132" a W 88.8 130.0 130,0 130.0 130.0 130.0 130.0 130.0 - 44.0 _78.7 88,8 91.8 64.3 114.6 130.0 130.0 - _ _ _ _ - 46.1 84.6 48" 48" 84 48" 79.0 127,2 130.0 730.0 130.0. 130.0 130.0 130.0 39.1. 61.2 81.4 57.1 101,9 125.1 130.0 - - - - - 40.9 75.2 O 54" 54" 54" 71.1 114.5 130.0 130.0 130.0 130.0 130.0 130.0 - 30.2 55.1 73.3' 51.4 91.7 112.6 130.0 - - - - - - 36.8 67.7 80" 60" 60" 64.7 104.1 130.0 130.0 130.0 130,0 130.0 130.0 32,D 50.1 66.6 46.7 83.4 102.3 130.0 - - - 33.5 61.5 66" 66" m 72" 72" 72" In 59.3 95.4 130.0 130.0 130,0 130.0 130.0 IJ0.0 - - 45.9 51.1. 42.8 7514 93,6 130.0 - - - - - - 30.7 56,4 19-1/8" 122.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 34,6 74.0 115.8 130.0 108.1 130.0 130.0 130.0 19-1/e" - - 34.3 45.6 32.0 57.1 89.0 130.0 O J N N 26-1/2" 88.1 130.0 _ 130.0 130.0 130.0 130,0 130,0 130.0 26-1/2" - 53.4 83.5 111.2 78.0 130.0 130.0 130.0' 26-1/2" - - - 32.9 - 41.2 64.3 118.0 J J p 30" 77.8 130,0 130.0 130.0 130.0 130.0 130.0 130.0 W. - 47.2 73.8 98.2 88.9 122.8 130.0 130.0 30" - - - - - 38.4 58.8 104.3 D N (/j � .. 37" 83.1 119,9 130.0 130.0 130.0 130.0 130,0 130.0 37" - 38.2 59.8 79.6 55.9 98.8 130.0 130.0 37" 144" - - - - - - 48.0 84.5 O > M 42" 55.6 105.6 130.0 130.0 130.0 130,0 130.0 130.0 42" - 33.7 52.7 70.1 49,2 67.7 123.1 130.0 42" - - - - - - 40.5 74.5 W 0 Q 48" 63" 48,8 92.4 130.0 130.0 730.0 130.0 130.0 130.0 48" 98" - 46+1 81.4 43.1 76.8 107.7 530.0 48" - - - - - - 35.5 65.2 m ? In 54' 43.2 82.2 128.5 130.0 120.0 130.0 130.0 130.0 54" - - 41.0 54.6 38.3 88.2 95.8 130.0 54" - - - - - 31.5 57.9 ?i 60" 38.9 73.9 115.7 130.0 106.0 130.0 130.0 130.0 'U. - - 36.9 49,1 34.4 61.4 86.2 130.0 2 HU pUa O1 66 35.4 67.2 105,1 124,3 98.2 130.0 130.0 130,0 88" - - 33.5 44.6 31.3 55.8 78,4 130.0 p Q p W N 72" 32.4 81.6 964 114.0 90.0 130.0 130.0 130.0 72" - - 30.7 40.9 - 51.2 71.8 130.0 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION Z 4. U 1H-1/8" 74.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 51.9 81.3 108.2 75.9 130,0 130.0 130.0 , - UIQ 26-1/2" 53.8 115.4 130.0 130.0 130.0 130.0 130,0 130.0 28-1/2" - 37.5 58.7 70,1 54.8 97.7 130.0 170.0 Q � J 30" 37" 47.5 ,3B.5 101.9 82.6 130.0 129.3 130.0. 130.0 130.0 120.7 130.0 130.0 130.0 130A 130.0 130.0 30" - 37" 33.1 - 51.8 42.0 69.0 55.9 48.4 39.2 86.3 70.0 130.0 108.1 130.0 130.0 �� GLAZING ( 1 rn p O VERTICAL PRODUCT 42" 74-1/4' 33.9 72.8 113,9 130.0 106.4 130.0 130.0 130.0 42" 108" - - 37.0 49.3 34.6 81,8 96.1 130.0 MULLION 48" - 83.7 99.7 123.1 93.1 130.0 130.0 130.0 4B" - 32.4 43.1 30.2 53.9 84.1 130.0 z. 54" - 56.8 88,6 109.4 82.7 130.0 130.0 130.0 54" - - - 38.3 - 47.9 74.7 130.0 GLAZING GLAZING 3 a 80" - 51,0 79.7 96.5 74.4 130.0 130.0 130.0 60" - - - 34.5 - 43.1 67.3 123.8 PRODUCT PRODUCT rn ry 8 N 88" - 48.3 72.5 BB.5 67.7 720.7. 730.0 130.0 68" - - 32.3 - 40.4 81.2 112.3 3 GLAZING GLAZING 72" - 42.5 66.5 82.1 82.0 110,8 120.1 130.0 72" - - - - 56,1 1 103.0 PRODUCT PRODUCT c D ALL LOADS ARE EXT.(+)/INT.(-). $ $ W7 W2 I MULLION SPAN c m $ TYPICAL MULLION ARRANGEMENTS o- o'= o 38N WI +W2 �camu MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 2 VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) EngrJAVAQ �AHMA CN6, PRODUCT REVISED q d 1 0 3 PLA, PE y 70592 CA.N. 5538 as complying with the Fledda building Acceptance Expirotion Date fes% 3 o g MULLIONS li Miam' ade Produ4l drawing no. Moi-o4 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 68" 72" 120" 74.5 120.5 90.4 130.0 53.8 86.9 65.2 130,0 47.5 78.8 57.17 .115,2 38.5 62.3 48.7 93.4 33.9 54.9 41,1 82.3 29.7 48,0 36.0 72.0 28.4 42.7 32.0 84.0 23.8 38,4 28.8 57.8 21.8 34.9 26.2 52.4 - 32.0 24.0 48.0 19-1/8" 28-1 /2" 30" 37" 42" 48" - 54" 80" 68" 72" 132" 87.8 109.5 82.1 130.0 48.9 79,0 59.3 118,8 43.2 89,6 52.4 104.7 35.0 58.8 42.5 84.9 30.9 49.9 37.4 74.8 27.0 43.8 32.7 85.5 24.0 38.8 29.1 58.2 21.6 34.9 28.2 52.4 - 37.7 23.8 47.6 - 29.1 27.8 43.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 66" 72" 62.1 100.4 75.3 130.0 44.8 72,5 54.3 106.7 39,6 84.0 48.0 96.0 32.1 57.9 38.9 77.8 28.3 45.7 34.3 68.6 24.8 40.0 30.0 80.0 22.0 35.6 28.7 53.3 9.7 48.0. 36.0 72.0 27.0 43.6 32.7 65.5 24.8 40.0 30.0 80.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 80" 68" 72" 108" 82.0 133.9 100.4 130.0 59.8 98.6 72.5 130.0 52.8 85.3 64.0 128.0 42.11 68.2 51.9 103.8 37.7 81.0 45.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.8 71.1 28.4 42.7 32.0 84.0 24.0 36.8 29.1 58.2 22.0 35.8 26.7 53.3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 68" 72" 120" 74.5 120.5 90.4 130.0 53.8 86.9 65.2 130,0 47.5 78.8 57.17 .115,2 38.5 62.3 48.7 93.4 33.9 54.9 41,1 82.3 29.7 48,0 36.0 72.0 28.4 42.7 32.0 84.0 23.8 38,4 28.8 57.8 21.8 34.9 26.2 52.4 - 32.0 24.0 48.0 19-1/8" 28-1 /2" 30" 37" 42" 48" - 54" 80" 68" 72" 132" 87.8 109.5 82.1 130.0 48.9 79,0 59.3 118,8 43.2 89,6 52.4 104.7 35.0 58.8 42.5 84.9 30.9 49.9 37.4 74.8 27.0 43.8 32.7 85.5 24.0 38.8 29.1 58.2 21.6 34.9 28.2 52.4 - 37.7 23.8 47.6 - 29.1 27.8 43.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 144" 62.1 100.4 75.3 130.0 44.8 72,5 54.3 106.7 39,6 84.0 48.0 96.0 32.1 57.9 38.9 77.8 28.3 45.7 34.3 68.6 24.8 40.0 30.0 80.0 22.0 35.6 28.7 53.3 3 I 0 O / z w aF N a �o Q a O M O p 01, Is. 1 Q w 5 M LLztb=m J l7 M g J aWIN O m m to Z 0V1 cV N J O J Y1 n M �F Li OQPPO 4 _Z t�1 J I- 3W� m t- M : UZU z ¢0M N Z aU0] HORIZONTAL MULLION ? N Q G TYPE A,B,CCORRD ANCHORS J K TYPE A,B,C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NJ coo GLAZING n VERTICAL PRODUCT 3 MULLION O Z GLAZIN GLAZING j N ANCHOR N PRODU PRODUCT ETAIL1 3 0 $ �` c GLAZINO GLAZING ANCHORS PRODUCT PRODUCT A,B,C ORD u n ANCHORS m z i A B,C OR D ALL LOADS ARE EXT.(+)/INT.(-). W7 W2 MULLION SPAN n o c v . 4 v�mmo N O C < a V ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. S W1 + W2 Engr. JAVAD AHMAO' PRODUCT RRVISBD I e FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH W = CIVIL q ( 2 FLA, PE p 70592 as complying With the Flm9da 0 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) O.A.N. 3538 Budding Code a . 1 , Acceptance No /y." -21, 9 g Expiration Date �7 I 8 1 � X01 By Pi?iami ada Product Co drawing no. ANCHORS M07 -04J I \ sheet 4 of 7 DESIGN LOAD CAPACITY -PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19-1/8" 130.0 130.0 130.0 130.0 26-1/2" 130.0 130.0 130.0 130,0 30" 130.0 130.0 130.0 130.0 37" 120.5 130.0 130.0 130.0 42:: 106.1 130.0 128.7 130.0 38-3/e" 48 92.9 130.0 112.6 130.0 54" 82.8 130.0 100.1 130.0 60" 74.3 120.1 90,1 130.0 66" 87.5 109.2 81.9 130.0 72" $1.9 100.7 75.0 130.0 19-1/8" 130.0 130.0 130,0 130.0 28-7/2" 127.5 130.0 730.0 130.0 30" 112.6 130.0 130.0 130.0 37' 91.3 130.0 110,7 130.0 42' 60.5 130.0 97.5 130.0 50-5/8" 48" 70.4 113.8 85.3 130.0 54" 62.6 101.1 75.9 130.0 60" 58.3 91.0 68.3 130.0 88" 51.2 82.7 62.1 124.1 72" 48.9 75.9 58.9 113.8 19-1/6 130.0 130.0 130.0 130.0 26-7/2" 102.5 130.0 124.2 130.0 30" 80.5 130.0 109,7 130,0 37" 73.4 118.8 89.0 130.0 42" 6J" .64.7 104.5 78.4 130.0 48" 58.8 91.4 68.8 130.0 54" 50.3 81.3 61.0 121,9 60" 45.3 73.1 54.9 109.7 88" 41.1 86.5 49.9 99.7 72 37.7 67.0 45.7 91.4 19-1/8" 720.5 130.0 130.0 130.0 26-1 /2" 88.9 130.0 105.4 130.0 M. 78.8 12x.1 93.7 130.0 37" 82.3 100,8 75.5 130.0 42" 54.9 88.7 88.5 130.0 74-1/4" 48" 48.0 77.6 58.2 118.4 54" 42.7 69.0 51.7 103.4 80" 38.4 62.1 46.5 93.1 88" 34.9 56.4 42.3 84.8 72" 32.0. 51.7 38.8 77.6 DESIGN LOAD CAPACITY -PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19-1/8" 114.7 130.0 130.0. 130.0 26-1/2" 82.8 130.0 700.3 130,0 30" 73.1 178.2 88.8 130.0 37" 59.3 95.8 71.8 130.0 42" 52.2 84.4 83.3 126.8 48" 76 45.7 73.8 55.4 710.8 54" 40.6 65.6 49.2 98.5 60" 36.6 59.1 44.3 85,8 88" 33.2 53.7 40.3 80.6 72" 30.5 49.2 36.9 73.8 19-1/8" 108.5 130.0 129.1 130.0 26-1/2" 78,9 124.2 83.2 130.0 30" 87,9 109.7 82.3 130.0 37 55.0 89.0 68.7 130,0 42" 84„ 48.5 78.4 58.$ 117,8 46" 42.4 88.8 51.4 102.9 54" 37.7 61.0 45.7 91,4 BO" 33.9 54,9 41.1 82,3 66" 30.9 49.9 37.4 74.8 72" 28.3 45.7 34.3 88.8 19-1/8" 93.2 130.0 172.9 130.0 28-1/2" 67.2 108.7 $1.5 130.0 30" 59.4 98.0 72.0 730.0 37" 48.2 77.8 58.4 116.8 42" 98" 42.4 88.8 51.4 102.9 48" 37.1 80.0 45.0 90.0 54" 33.0 53.3 40.0 80.0 60" -2 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS gd, 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 1 K it c BEd.` U 1 I I h \B1 �fl I 11 �(Vjl W P 4 1 X14 SMS II II II II 2 X 2 X 1/8" ------___ I I WOOD BUCK I v I FLOATING CLIP F---------- I I i-3/8" O.C. MIN. 2 PER ANGLE II II ALUM ANGLE w \ I I I I I I U U I t I I I I I I ALTERNATE ANCHOR LOCATION i/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) WOOD )D STRU j FLOATING CUP I I I 1/4" DIA. ULTRAC01 2 PER CLIP (1 ON EACH WING) WOOD BUCK OR WOOD STRUCTURE L2X2X 1/8" ALUM ANGLE #14 SMS 1-3/8" O.C. MIN. 2 PER ANGLE 1/4" DLA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE 2-1/2" 1-1/2" o g g ALL CLIPS AND ANGLES 70 FR SNUG INTO TUBE MULLIONS. •y ��^. � ry CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR < m WATER -WHITE METHACRYLATE LACQUER. Engr: JAVAD AI4MAD PRODUCT REVISED q •n o CNIL as complying wRh dw Flndit b n FLA. PE ,M 70592 Building Coda — CA:N. 3538 Accepinnoo NO 2'022. 1 B 0 Meam daP uclCob drawing no, M07-04 „'; sheet 5 of 7 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS 4 PER CLIP (1 ON EACH WING) 2 PER ANGLE 1BY 11 Ij WOOD BUCK FLOATING CLIP I Idi4 SMS 1-5/8" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS CUP (1 ON EACH WING) 2BY WOOD BUCK OR - WOOD STRUCTURE ANCHORS TYPE 'B' 2 X 2 X 1/8" ALUM ANGLE 1/4- DIA. ULTRACONS 1 /4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE „ V //�� ' �V 3 o 0 z 00 s O w 11 Ij II II O �j n FLOATI11 I I Z X 2 X 1/8" '- NG CLIP M v 11 UI I ALUM ANGLE Q' 0 il 00 uu fl_________ 1 I d14 SMS j'I I G e. Q 6 I I I 2 PER ANGLE I 2 Q N JG CUP #14 SMS 2" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD V. i-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE 2_1/2" 1_1/2" 1/4" DIA. ULTRACONS 2 PER CUP (i ON EACH WING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I I WATER -WHITE METHACRYLATE LACQUER, ANCHORS TYPE 'C' ALTERNATE (=1Lclnl"'1"I I J ANCHOR LOCATION O s Engr, JAYAD AHMAD PRODUCT RHVISBD t n .CMU as complying whh the Fhnlda q ' FLA. PE705$2 �. DuBdiitg Code CA.N. 538 ALZptanoo NoI 'fI.j7j Expiration DateAML94 ` 7Q1i. Ry o �G, Miran' de Prodncl drOwing no. ' M07-04 sheet 6 of 7 #14 SS 3 PER Ai 1/4" DIA. ULTRACONS LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' 1/4" DIA. ULTRACONS U� 2 PER ANGLE # 14 S,M.S. \ QX 2/ CHANNEL TUBE MULLION Z m � II II yy� W W g O II 2X 2X 1/8" ------------ - U II.III ALUM ANGLE 0 w m X14 SMS 1-1/2" O.C. MIN. I I 3 PER ANGLE I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE. 2-1/2" 1-1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1-3/4" X 2"X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1. TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE g L3 ANCHORS DETAIL J1 o e B METAL TO METAL CONNECTION $ MEOW Engrt JAYAD AHMAD PRODUCT REVISED i •n 4 CNgL. as complying with the phldb Q FLA. PE tf%0592 CA. 3538 Building Code 0,�2'L.�1.,0,,9? n Acceptaaoe No[&a Ex nation Data% i t 11 By Q11 Munni ado Product drawingo no. U� # 14 S,M.S. 2/ CHANNEL TUBE MULLION Z m � yy� W W g O ------------ - O N 2 0 w m �o #14 F.H. S.M.S. n 2/ SIDE I ci ��eyi1 1/8" THICK ALUM CHANNEL I - d tt Su M a LENGTH TO FIT SNUG I I TUBE C IL Q O INTO MULLION I MULLION +� t• - 0 W� aw3rL'6 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION W 2 F M OF CLIP ANGLE a w CAULK JOINT AFTER ASSEMBLY #14 FH SMS �--—� 2 PER CLIP FOR CHARTS A. B OR -C - 3 PER CLIP FOR CHART D ACCESS HOLE a r z i JNo a J p I � g � "cM _____ ____._ ------ ------ UD m Z to THIS SCREW CAN BE I - j z (J Z U c INSTALLED IN EITHER I I DIRECTION I I X14 FH SMS I 2 PER CLIP Z Q O N p" U LYl I 1" O.C. MIN. I .-. J Q J _ to rn o 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE. 2-1/2" 1-1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1-3/4" X 2"X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1. TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE g L3 ANCHORS DETAIL J1 o e B METAL TO METAL CONNECTION $ MEOW Engrt JAYAD AHMAD PRODUCT REVISED i •n 4 CNgL. as complying with the phldb Q FLA. PE tf%0592 CA. 3538 Building Code 0,�2'L.�1.,0,,9? n Acceptaaoe No[&a Ex nation Data% i t 11 By Q11 Munni ado Product drawingo no. Florida Building Code Online Page I of 2 ywgZ•^,� 3 - t'�....v "+�. ,,,, <v hit = Fbrda -S�i'CIi" . W. S Home I Log In User Registration Hot topics Submit Surcharge Stats & Facts Publications FBC Stafr ; BCIS Site Map pinks Search ProfeSSIo a � USEIL- Product Approval i,� USER Public User ,, •, Product Approval Pr�nu > Product or Aoolication Search > Application L'vst > Application Detail -' FL # F1-68191 0-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@CW* S.CC Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,_ FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc. Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® 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 2 Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R4 COT EvalReo CWS -1616 (CA -8400. IMPACTI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_dtl-aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/11/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/13/2011 12/20%2011 01/31/20.12 Page 2 of 2 Model, Number or Name Description .1 8400 Vinyl Casement 8400 Vinyl Fig/Fn Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6F90 R4 II CWS-I51B (CA;18400. IMPACTI.odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 L6690 R4 AE DuPont PVB NOA 11-0624 01.odF psf, Max. size 37" x 721. FL6890 PA AE EvalEep CWS -161B (CA=8400 IMPACT).7Ddf FL6890 R4 AE Mikron NOA 11-0830_09.pdf Created by Independent Third Party; Yes 6890.2 8400 Vinyl Casement Impact CA -8400 Vinyl Fig/Fin Casement. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R4 II CWS -240A (CA -8400. 40 x 63. IMPACT).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes impact Resistant: Yes Created by Independent Third Party; Yes Design pressure: +75/-75 Evaluation Reports Other: Large Missile, 40' x 63", DP = +1- 75 psf, (Impact FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL6890 R4 AE Eva)ReQ CWS -240A (CA -8400.40 x 63. w/ heat.strengthened glass, PVB). IMPACTi.odf FL6890 R4 AE Mikron NOAH -0830 09.12 Created by Independent Third Party: Yes EM I Contact LIs :; 194_ l North Monroe Street, Tallahassee Fl. 3299 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prhracv Statement :: Accessibility Statement :; Refund StatemeM Under Florida law, email addresses are public records. If you do not want your e-mail address relessed in response to a public -records request, do not send electronic mal to this entity. instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the. licensee. However emA addresses are public record. If ycu do not wish to supply a personal address, please provide the Department_ with an emai address which can he made available to the public. To deterrimine it you are a licensee under Chapter 455, F.S please dick hens . Product Approval Adepts: r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/11/2014 Lucas A. Turner, P.E., MBA. Evaluation Report 161B 2080 Mauve Terrace North Pork, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 3T' x 72" unit size with HS laminated glass, or 37' x 63" unit size with armealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 344.74 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, 4A, -2,-2A, and NCTL-210-3674-1, -1A, -2,-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA7WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -161B. Limitations of Use: This product: • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB- 1/8HS laminated inboard glass • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann, or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161B e Achieves design pressures of +/-67.5 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 PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires Milbron rigid PVC frame extrusions per Miami -Dade N.O.A 11-0830.09 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. Lucas A. Tumer, P.E. 2011-12-07 15:10-05:00 zz 12/7/11 Lucas A. Turner, P.E. FL PE #58201 CASEMENT ELEVATION,(LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) -O 38 114" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 36" MAX: SASH WIDTH I I M641/4' OVERAL FLANGE I HEIGHT I \ I � I UNIGH ( ! GLASS ALO I /♦ I I MAX, SASH / HEIGHT I ♦ I I 30_1!2: GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED -OPPOSITE DESIGN PRESSURE wENG m87.6 TABLE OFCONTENTS GENERAL NOTES & ELEVATIONS ...:....................1 ANCHOR SCHEDULE & NOTES .............................2 GLAZING DETAILS... .............................................. 3 SECTION VIEW & ALT. FRAME ..............................4 EXTRUSIONS & B.O.M............................................6 INSTALLATION DETAILS..............:.......................6.7 GLASS OLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED. ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 6. ANCHORAGE: THE 33 113% STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF- THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL410.3673-1, 1A, 2, 2A, NCTL-210.3074-1, 1 A, 2, 2A 9. SERIESIMODEL DESIGNATION CA -6400. 1.0.1x OR 2x WOOD BUCK OR STUO FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY ORTHE ARCHITECT CIA ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH FL +� �U •, �;, ,.';,..•,�'i-n., L�.✓/;;e:J WiNDOM1M1'3 & DOORS NoSS201S 3y .'. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Lucas A, Turner, P. E. 2011-12-07 10:20-05:00 / 4` " .IFLE 1;� DRAWN BY: 9747E OF Lur _ _`,GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC` PROPRIETARYANOCONFIDENT14L 12/07111 �+�+ :�C 4P,. +�.', 8400. .._ ADE 6/6!2007 THE INFORMATION CONTAINED IN THISDRAWINO IS THE SOLE PROPERTY OF CUSTOM /♦46'•`'�)•{"..t •t�Yt�A a:.L� CASEMENT 4 NTS CWS -16 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE ,�♦l� �O NI AL li '$% - 75 LLU M l WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. is PROHIarTED• ��flrr(Yr1rN B 1.OF7 6" MAX. (TYP) MAX. O.C. 12 712" 12112 r SEE NOTE 2 6" MAX., (TYP) MAP.O.C.I I I I B � ♦ I � S T) rE 2 4 MA a• MAX. 0 (TYP) INSTALLATION ANCHORS TYP. A — u ANCHORS TYP-1 ANCHOR LAYOUT - (FLANGER A QR LAYOUT - LLANC,E) ANCHOR LAYOUT- (FIN) ANCHOR LAYOUT- (FIN) THRU FRAME(NOOO OR MASONRY OPENING) TH UFRAME(WOOD ORMASONRV OPENING) TNRU NAILING FIN (WOOD OP ENING) THRU HAILING FIN (WOOD OPENING) NOTES: FORUNIT8 Up 1037 x72' ORUNJTSUPTO 37"x53 FOR UNIT9 UP T087°x72 FOR UNITS UPT037•x 53' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 11411. USE SHIMS WHERE SPACE; GREATER' THAN 1116" 1S PRESENT. 3. LOAD BEARING SHIMS $HALL;BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF I" SHALL BE ACHIEVED IN EITHER DIRECTION. 6.110 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OFf74- SHALL, BE ACHIEVED IN EITHER DIRECTION. S. #B WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED [NEITHER DIRECTION. T ALL INSTALLATION ANCHORS;MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B I UPDATED PER 2010 FBC 12 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 56201 AUPDATE 70 FBO CHANGES 031 INSTALLATION6. SHALL BE IN ACCORDANCE WITHAND ANCHORS SHALL USTRENGTH STRENGTHS LESSHAN HEHMINIMUM SPECIFIED BELOWSTRUCTIONS, NOT BEUSEDN SUBSTRATES 1lDREy�rT IISI 9. INSTALLATION ANCHOR CAPACITIES FOR. PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THEFOLLOWING PROPERTIES: $+OF L�0 E NSF"'«`< W7NDOwS(& AOORS A. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0:55 (SOUTHERN PINE OR GREATER) w `J�t• No 58201 «Z 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. A OCALA, FLORIDA. 34471 N C. MASONRY - STRENGTH C6NFORMANCE TO ASTM C-90, GRADE , TYPE 1 (OR. GREATER). * Z � „ 0LC w ANCHOR SCHEDULE & NOTES - LARGE MISSILE I. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE � STATE OF ^r U' <4 r ' ry r 8400 —ADE 'S OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT � pROPItlETARYANO CONFIDENTIAL • 12/U7/1Z VERSION OF THE REFERENCE "r�T�, C O p t fl �`-"+�•'`• III s`" �yG�• „>>n r 1.6• � NYS C THE INFORMATION CONTAINED INTHWORAWINO18THEsouPROPERTYOFCUSTOM FIN 2A WINDOWTHE, IITT �y�ly CASEMENT ..., ;:J :. ,._I�; ✓,,,}., (tDOCUMENTS: FMA/WDMA 260(BOXWINDOWS)' FMA/AAM DMAN 00(EXTEROR)DOORS). PERMISSION os CUSTOM WINDOW SYSTEM5OINC, IS PROHB EDHOUT i B 2 FULL 7/8' OVERALL 118" ANNEALED GLASS 7/16" AIRSPACE 5116' LAMINATED GLASS 1/8" ANNEALED GLASS .090 DUPONT PVB INTERLAYER VB" ANNEALED GLASS 23 PURFECT GLAZE "H' SIKAFLEX652 1/2" GLASS BITE 718" OVERALL 10 TEMPERED 7A8" AIRSPACE 6116" LAMINATED GLASS 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE SIKAFLEX 552 E SS TYPE BLL SIZE 718" OVERALL 118" HEAT STRENGTHENED 7116" AIRSPACE SM6"LAMINATED GLASS 118" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 118" HEAT STRENGTHENED PURFECT GLAZE "H' ' SIKAFLEX 552 718" OVERALL 1/8" TEMPERED GLASS 7116" AIRSPACE 5/16" LAMINATED GLASS 118" HEAT STRENGTHENED .09D DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED PURFECT GLAZE "H" SIKAFLEX562 _ ......._F.`-..:.._... 112„ GLASS GLASS BITE SITE GLASS TYPE 0 GLASS TYPE D FULL SIZE g FULL SIZE D WINDOW SIZE MAX GLASS D. P. TYPE 37 x 63 +/-67.5 A -B 37 x 72 +1- 67.5 GD zS7- PROPRIETARYAND COWIDENT14L 12107/11 THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC 19 PTiomarTED. FL P.E. 33 1 3 11 1 4 15 S SO 48 43 41 18 15 INTERIOR • 3 4 i q 1 s EXTER,D_ 1 q 4 8 '81 1 3 1 31 g 4 SECTION VIEW B -B MERIOR —INTERIOR ao O 5 t0 13 1..� L o 4 3 o- 36 ' I a 2 SECTION VIEW C -C 48 ALT FIN FRAME SECTION VIEW A -A B UPDATED PER 2010 FBC 1215!2011 LUCAS A. TURNER, FL P.B. 58201 A I UPDATE TO FBC CHANGER 0 311 712 00 8 TE: A�*��t}y 7R�` t art+yy 14, 8597,19;20,25,27,32,34,37,38 ``swOp RC1 tJq�+.;'Q .+ml-PWINDOWSS&D DOORS 2,44,45,50 ARE USED BUT NO Z fie k NO 58209 :�A : 1900 SW 44TH AVE. HOWN FOR CLARITY. W * C, OCALA, FLORIDA 34474 SECTION VIEWS &ALT FRAME -LAROC MI�SLE IMPA ". AOR MENT { ADE :`•51fi/2007 opPoETAND 12/07`NTB vSTHN INFORMATION CONTAINED THIS DRAWING IS PROPERTY CUSTOM �a R CASE WINDOW SYSTEMS, INC, ANY REPDUCRAS WHOLE YOTOUT THE WRIFN PERRISSNAR TW SINTERS, l H,HFFT.flF7 1 Item Part# Description Vendor Materlal 1 K60MB FR, CASE, MAIN, HEAD MKRON PJC 2 H•80306 FR, CASE, MAIN, BLL MKRON PJC 3 H IMS FR, CASE, MAIN, JR. RIGHT MKRON P/C 4 1+6030B FR, CASE, MAIN, JR. LEFT MKRON PJC 6 K603DA FR, CASE, WI FN MKRON .PVC 6 H•6008 SASH, CASE, TOPRAL MKRON PJC 7 H-6008 SASH, CASE, BOT. RAIL MKRON PVC 8 HH6008 SASH, WE, SDE RAL, HINGE MKRON P/C 9 K6008 SASH, CASE, SDERAIL, LOCK MKRON PVC 10 MEW SCREEN RAL, SIDVSTM KEYMARK ALUM 11 HF1593 SCREENRAL,TORBIDE KEYMARK ALUM 12 CLASS SEESHM73 ALUMINUM 6063-T6 13 P-3026 SET. SLK! BE DUR, 1/5"X 718'X 2' LO. FRANK LOWE RUBBER 14 83029 SCREEN LFT-OIJT SUMMIT 15 83113 SCREW SUPPORT FOR FVC TEAM PLASTICS RUBBER 16 MISS SCREEN SPRNG, NO HOLE TENSION ' 17 83197 SCREEN CORNER KEY M&M NYLON 16 83217 WSTP, W;1RE LEAF SEAL, FRAME AMESBURY RUBBER 19 83228 SCREEN SPLINE,. 155 DA, ALK OAPA 20 FL3281 SPACK alRASEAL,SEESHEET3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, 8M-6504 SCHNEE SILICONE 22 83429 WSTP., 270 X.187 BACK ULTRA FIN, BLACK, SASH ULT'RAFAB 23 FLIRFECT GLAZE"1,F,, SIKAFLEX 652 FAKE-, SIKH 24 83539 #8 X 314" QUAD PH TEK, ZINC, SORBN 26 83581 SCRIDV CLOTH, 18X 16 FIBERGLASS PHFfR 26 83587 #6X1" Ft( FH TEX2, SS, SCREW FASTBNAL SS 27 83613 CWS LOC(LOGO) 28 83885 CS -8400 GOLD CERT. LABEL, NERC TAB 29 P-3752 CAPPLUG; 112" HOLE M&M NYLON 30 83881 TEMPORA, LBL. NFRCIDP) 31 83940 SNUBBEMISS,PJC 32 84003 TIEBARGUIDF ROTO. HCWE. ROTO SS 33 84004 #8.32 X 113" PFI FH, MS, SS (ROTO HDWE LOCK) FASTENAL SS 34 84005 SUPPORT.FRATE, LOCK 83, ROTO HONE (Vas w l R4008) ROTO SS 36 P -400B LOCK MULTI -PONT, ROTO H OWE, WHITE ROTO 88 36 P-4007 ROM OPERATORS (FOR LOMRIGHT OPEN CASEMRM ROTO SS 37 84009 TRACK &SLDFRAS$ M, ROTO OPER, ROTOHDWE,(13" ROTO $8 38 84010 STUD BAKE, ROTO OFE R, L.H., ROTO HUNE ROTO SS 39 84012 SHIM ROTO OPERATOR ROTO HDWR (4.8m'n ROTO NYLON 40 P'4014 HANDLE, . TD, ROTO OPER, ROTO HDWE (WHITE) ROTO ZNC 41 84018 HINGES (1-971RIGHT FOR LEFT OR RIGHT OPEN G1SUSD j ROM S8 42 84020 SUPPORT VYA $HER, ROTO OPER ROTO HDWE($$) ROTO SS 43 84021 4832 x 314" ODed FH W/ 11161' Lee d, MS, SS, ROTO OF, ROTO HDVVE FASTENAL 88 44 84024 CASKET, ROTO OPER., ROTO HOWE.,1)18" HOP 45 P-4031-84040 TE -BARS, ROTO HUM 1.5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 46 84050 I FEW. COL -ALUMNUS\ 5052-H32 (.050 X.437), HO PRECL30N STEEL ALUM 47 84043 STRKE, MULTFOINT M&M NYLON 48 84148 NO x 314" PH FLAT TEC, SS FASTENAL 83 49 84491 REIF. 004_-ALVMNUM, 5052-1-32(.082 X.&56), HD PRECSJON STM ALUM 50 R4641 #8 X 618" PFI FLAT TEK #7 HEAD, SS FASTENAL SS 51 5.1505 RENF. CASE SASH KEYMARK ALUM S2 8.8064 GL?- BD., 118" MICRON PVC 3 PVC FLANGE H - 6030B 21141A11132" 2114" PVC SASH, CASE. H-6008 17/32• 10 1 9132" SCREEN RAIL, SIDEJBTM, H-1592 ALUMINUM 6063-T6 1 205 SCREW SUPPORT - P-3113 �{ MW FRAME CORNER CONSTRUCTIO II 48 COIL, :05 X.437, P-4050 ALUMINUM 5052-H32 \ 21132" 1118" 4- CORNER WELD (ALL SIDES) 49 $ASH CORNER CONSTRUCT ION COIL; .062 X.656, P-4491 ALUMINUM 5052-H32 i 17132" 1 19132 ~ COMER WELD (ALL SIDES) SCREEN RAIL, TOPISIDE, H-1593 ALUMINUM 6063-T6 3J4" 1 7132" 11!18 2 "" SASH REINF. S-1505 PVC GLAZING BEAD - 6064 ALUMINUM 6063-T6 L.JLUCAS A. TURNER FL P.E. 4112" IILJII j1;In7iJr1,1i ��*i1t,*i11RE4(� Mfr, PVC FR. CASE., MAiN (FIN) H -6030A zV§ STATE Of PROPMETARYAND COWFMNTIAL 12/07/11 +,p*Q"F A, R ID.., '.0 INFORMATIONTHE WINOW SYSTEMS. INC? ANY RIIEPRODUGTiONDN PART OR ASA WHOLE WITHOUr THE ,�tY'-�E}(I)A`-j1 I WINDOWS & DOORS 1900 SW 44TH AVE: OCALA, FLORIDA 34474 n EXTRUSIONS & B.O.M. LARD= MISSLE IMPACT 840D ADE 5/5/2007 CASEMENT 'D 1;2 n"^ CW3-161 '_P`. IJA i Ell: 8 - 5OF7 2.112" MIN. EDGE DIST, ID] 1114" MIN, EMS' IC] dd EXTERIOR FINISH— BY OTHERS PERIMETER SEALANT- BYINSTALLER SEALANT BEHIND— FLANGE BY INSTALLER 5EALANT BEHIND — FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH-, BY OTHERS INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW. W1 WASHER THRU SCREW • 3 SUPPORT [C] CONCRETE/MASONRY .•a � SY OTHERS SEALANT BETWEEN BUCK • • AND OPENING BY OTHERS 4 P • : s . P s 1 BY WOOD BUCK ' BY OTHERS [A1 1/� SHIM 191 311V DIA. MASONRY YSC 3116" DIA. MASONRY SCREW W1 WASHER THRU SCREW .� SUPPORT [C] .4.4 •4ae (2.112 MIN. EDGE DIST. 4 4•q 1 114" MIN. ID] -INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (0 1 SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM IB] ••a —II& MIN. EMBEDMENT [D] 114" MAX SHIM IS] 114" MAXSHIM (Bl —�{[ ! p • 2 BY WOOD SUCK I BY OTHERS (A] TE' HEAD AND JAMB n • P• • P w• a p •D � a � � 0 pl n BY OTHERS (ZEED ---USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS —1114 MIN. EMBEDMENT [C] 2.112= MIN. EDGE bIST. 101 —1 BY WOOD SUCK BY OTHERS [Al 8Y TH —II& MIN. EMBEDMENT [D] 114" MAX SHIM IS] 114" MAXSHIM (Bl —�{[ ! p • 2 BY WOOD SUCK I BY OTHERS (A] TE' HEAD AND JAMB M]LARPOR2EYINSTALLATION. 0 • ZL$_ MIN. EDGE DIST. (D] {�, '[ [ INSTALLATION ANCHOR, • 010 WOOD SCREW Wl WASHERTHRU SCREW p • 0 SUPPORT [D] iSEALANT BETWEENH BELOW A AND OPENING BYYOTHERS •bw:go —PERIMETERSEALANT BY INSTALLER SEALANT BEHIND ''•�°oiKCC�i4' FLANGE BY INSTALLER PERIMETER SEALANT : CONCRETEIMASONRY �BYOTHER$ BYINSTALLER EXTERIOR FINISH �EXTERIORFINISH B HORIZONTAL SECTION BYOTHER3 O ERS C HORIZONTAL SECTION FRAME (MASONRY) B FRAME: (WOOD) TE' HEAD AND JAMB M]LARPOR2EYINSTALLATION. INSTALLATION ANCHOR, 3118" DIA. L INSTALLATION SAME AS ROWN MASONRY SCREW w1NEOPRENE BELOW BACKED WASHER THRU SCREW SUPPORT (C] SEALANT BEHIND FLANGE BY INSTALLER LT7 - SEALANT UNDER SCREWHEAD BY INSTALLER PERIMETER SEALANT 114" MAX SHIM BY INSTALLER [B] EXTERIOR FINISH r BY OTHERS D b + sC y D + y •. s r+ 4+ rD o+ rD 1114" MIN. EMBEDMENT' tel r , D REFERENCE NOTES: � > ' D D • r D ' ° D ' - ; ' ° • ' D p D . D . sD rD '' Al SEE NOTE 1 O, SHT 1 T ic i8EENOTE2&4;sH2 22>� MIN. EDGE DIST. [D)SEENOTE 4SHT2 CONCRETE/MASONRY [C] [E] SEE NOTE 8, SHT 2 ✓�61ALTERNATE PRECAST SILL DETAIL S FRAME(MASONRY) LUCAS A. TURNER: FL P.E. 58201 zz PROPRIETARYAND CONFIOENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. 1 112" MIN EMBEDMENT [El SHEATHING - BY OTHERS INSTALLATION ANCHOR, --.._._.___._...».,.»....__.,,. d8 WOOD SCREW wl SEALANT BEHIND FIN o. WASHER. BY INSTALLER • °•e, [El EXTERIOR FINISH ;;° o• BY OTHERS ao: 2 B WOOD BUCK BY OTHERS [A] 2 BY WOOD BUCK 1/4" MIN EDGE DIST PERIMETER SEALANT Ir 19 � BY OTHERS [A] [E] BY INSTALLER b, ]t9" MIN EDGE DIST INSTALLATION ANCHOR, WINDOW WRAP [E] #8 WOOD SCREW wl 114" MAX SHIM BY INSTALLER WASHER. [Bl 114" MAX SHIM [E] fel J-UZ MIN EMBEDMENT v I SHEATHING d•;b.°°oe°;cm BY OTHERS d••Oo �?e•°i o•• r•� EXTERIOR FINISH WINDOW WRAP BY OTHERS BY INSTALLER 114" MAXSHIM [B] SEALANT BEHIND FIN PERI.METERSEALANT WINDOW WRAP BY fNSTALLER BY INSTALLER BY INSTALLER 114". MIN EDGE DIST PERIMETER SEALANT BYINSTALLER e 1q 2 BY WOOD BUCK BY OTHERS [A] SEALANT BEHIND FIN BY INSTALLER e ° e INSTALLATION ANCHOR, B UUPDAI °e o; #B WOOD SCREW wl WASHER LUCAS A. TURNER; FL P.E. 5$201 A UPDAI BXOTHIORSINISH IEl cs'��A`F 11)REji, 'f?�r�s 11l2" MIN EMBEDMENT `��'+�,.�SOE.Ng*�•,+,^I�?�� I� Y SHEATHING IEl .'fir.•' €+7o 5'8201 ' 1? 1900 SW, � BY OTHERS A-; �; ^ OCALA, F E VERTICAL SECTION .TI r' �7 FIN(WOOD) STATE OP - ; fit .>tu ! INST, � PROPMETARYANo CONFIDENTIAL 12/07/11 'reG (C �� O R ' P %. ,,r.•L, e THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 0,WINDOW SYSTEMS, INC. ANY i� • s§ ♦ C, WRITTEN PERMISSION OF CUSTOM REPRODUCTION INDOW SYSTEMS, 0PROHIBl PROHIBITED �+S r�r�'tp)NA' Tks��A%'� F 140RtZONTAL. SECTION .7 FIN(WOOD) REFERENCE NOTEB: [A] SEE NOTE 10, SHT 1 t 181 SEE NOTE 283, SHT 2 I [OI SEE NOTE 4, SHT 2 [DI SEE NOTE S, 8HT2, [EI SEE NOTE 0,614T2 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Michael La Fevre m)afevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative - Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Florida License Ocala, FL 34474 Quality Assurance Entity (352) 368-6922 Quality Assurance Contract Expiration Date cledy@cws.cc Validated By Steven M. Urich, PE Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report 2008 Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16736 Ro COI EvalReo CWS -871 (HS -8200 74 x 63 IMPAC i) odf Standard Year AAMA/WDMA/CSA/101jI.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E.1886-05. 2005 ASTM E1996-06 2006 PA/TAS 201/202/203. 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl°lo2flZm6.-. 9/.19/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products Page 2 of 2 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 Instructions Approved for use in HVHZ: Yes FL16716 RO II CWS -871A ( 1&8200 74 x 63 Approved for use outside HVHZ: Yes IM,PA TT).o-df Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP +/- 60 psf. Evaluation Reports FL21Z:7 (., PO AE DuPont PVB NOA 13-0129 27.Ddf FL`:67=;6 P,0 AE EvalReo CWS -871A (HS -8200, 74 x 63, IMPA' T). e PO AE Ouanex (Mikron)NOA 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 HVHZ: Yes FL11 736 RO 1I CWS -869A (HS -8200, 111 x 63, Approved for use outside HVHZ: Yes IMPACT).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psf. Evaluation Reports 1`1_16736RQ &L DuPont PVB NOA 13-0129 27pdf F if °6 NOA 11-1162.4—OL-2d LSf;36 Ia0 AF Ev_a_lReo CWS -869A (HS -8200 111 x 63, .MPACT).Ddf FI l(736 Fn AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us :: 199 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. Copyright 20n7-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law; email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact OSO.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the bepartmem with an email address which can be made available to the public. To determine if you are a Licensee under Chapter 455, F.S., please click here . Product Approval accepts: - i •rite-..:. -w:�-. ; has http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flzm6... 9/19/2014 TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871.A 2/24/2014 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 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below_ Technical Documentation. 1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -lA, -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 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -811A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871A • 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. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 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. 4 =� 9STATE OF �1.. 2/24/2014 ' = '-� 1 Lucas A. Tum, er, P.E. ONAL� '►'�` FL PE #58201 041110910 Lucas Turner 2014-02-24 15:48-05:00 MAX SASH WIDTH DESIGN FRES RE RAT/ G 380 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..............................................1 ANCHOR SCHEDULE & NOTES....................................................2 SECTION VIEWS & ALT. FRAME "OX" "XO" & GLAZING .........3. 4 EXTRUSIONS & BILL OF MATERIALS..... - ...................................5 INSTALLATION DETAIL..............................................................&8 Lucas Turner 2014-02.24 15:48-05:00 x PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE. WRITTEN PERMISSION OF CUSTOM W INDOW SYSTEMS, INC. IS PROHIBITED. 1'THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. GLAZING OPTIONS: (SEE SHEET 3) 3, APPROVED CONFIGURATIONS: 'QX', "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-130004. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-6 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER. USED AT FIXED MEETING. RAIL AT HEADIS ILL. 8. SERIES I MODEL DESIGNATION HS -8200. 9. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XANO 0 STAND FOR THE FOLLOWING: X- OPERABLE SASH, O - FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 12. WEEP SLOTS = 114"X 1" LOCATED 4" FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 58201 I A' CHANGED EDGE DIST FROM 1/4' TO 7116" '021061201 to+ii it l tl l rr"f ° •` ` s • °A� � OW6VM WNIXSWSYSTFJvS�® ••`•�' NO „!.i=• .95201 * : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 «'LTITLE: GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT -0 t S1"ATE OF w ti SERIES: R WNBY' ATE: 8200 HVHZ ADE 11114113 % . =Z O F 14 R '`�$, R •''S t�C�`.•` : MODEL: PVC HORIZ. SLIDER sCALE: NTS WGNO-,CWS-871 r+liii to. it REV.LETTER: A SHEET: 10F5 12 112' CENTER - MAX 8, MAX CENTER �, TO CENTER MAX TO 3" 3' 'NTER 8" . 6. (SHEET 4) SEE NOTE MAX (TYP) O.C.•(TYP) (.SHEET 5) SEE NOTE 6 FT j MAX 2 A F 6" C i - MAX (TYP) - - - - - - - JJy7�-��-- r — — t I MAX (TYP) 1 /. F (SHEET 5) I— I (SHEET 4) MAX 8" O) MAX O.C. (TYP) j I XI g (S�HEEFd) (SHEET) I j I, ..: M INSTALLATION INSTALLATION AN TYP. ANCHORS TYP. — CHOR LAYOUT - F NG ANCHOF{ L YOA UT - (FIN) THRU NAILING IN Ml�OOO OPE-NIN—GI THRU FRAME NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1I4" FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. ITW BUILDEXTAPCON W VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN- EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO. OF 2 1l2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE: OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INT0.2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE. A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.. A MINIMUM EDGE DISTANCE OF 7/16" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS, 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9. INSTALLATION ANCHORS SHALL BE, IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58209 -AlCHANGED EDGE DIST FROM 1/4" TO 7116" 02!06/2014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10 ANCHOR CITIES FOR ARE BASED ON TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: i$� �.II INSTALLA-MINIMUMS ECIIFICION GRAVITY OF GOD.55 SOUDUCTS THEIN A. WOOD RN PINE OR GREATER) ``!b'.TGya+� V/�/ Oq '"M � 1`�w ' �� 0' UPS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. *�� VANDOW SYSTEM MINIMUM 117PCF, CNN! MUST HAVE FELLED CELLS ON BOTH SIDES OF OPENING, Z-.7 : " No 58201 '+, �'� C. MASONRY - DENSITY OF BLOCK 1 N 8W 44TH AVE, D. ALUMINUM .118" THICK MIN., 6063 T5 MIN, ocALt; w oRtOA 34474 E. STEEL -18 GAUGE (.080") MIN., 33 KSI MIN. I * RLE: ANCHOR SCHEDULE S NOTES - LARGE MISSILE IMPACT e 3^" : 61Ark OF 241, 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE � ERIEB: DRAWN 9Y: ATE: �i1 fi"•,�1 (1200 hIVHZ ADE 11/14/13 OF INSTALLATION SHALL BE DOf JE BY OTHERS FOLLOWING THE CURRENTAND F ;'.�a" ,�, VERSION OF THE REFERENCE DOCUMENTS: THE: INFORMATION CONTAIN THIS PROPRIETARY WANG IS CONFHE OLE PROPERTY OFZCU$ OM °4 ; '' : F��:'' MODEL § ALC We. NO: PVCHORI7..SLlDER NTS CWS -871 FMA/AAMA100(FINWINDOWS),FMNAAMA200(FLANGEWINDOWS), WINDOWNpYSTEMS,.OINC. ANY REPRODUCTION WPART H LEWITHOUT THE aalO��iEr�A�,i t�N OINC.SAWHOLESHEET: REV. LEITER: FMAIWDMA 250(BOX WINDOWS),'FMA/AAMAJWDMA 300(E XTERIOR DOORS). A 20F O - I i f j I EXTERIOR INTERIOR SECTION VIEW A -A INT EXTERIOR HEAD/JAMB IMPACT HOMROTARY LOCK LOCATION rLUCA5 A. I -- zz- PROPRI6TPRY AND CONFIDENTIAL 2/24/2014 THE INFORMA VON CONTAINED IN THIS DRAW [NO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPROOUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSYOM WINDOW SYSTEMS, INC. IS PROHIBITED. TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY SECTION VIEW C -C ',E LOCATED AT THE NTS ALONG THE FRAME CLASS TYPE B FULL SIZE 112" GLASS BITE 7/8" OVERALL - 1/8" ANNEALED Or TEMPERED 7116" AIRSPACE 6/16" LAMI 1/S" ANNEALED LOCKS (ITEM 27) NGAGED .iLR.Q DUPONT PVB INTERLAYER '0 HURRICANE WINDS. 118" ANNEALED �^I I I FF 43 PURFECT GLAZE "H" ',E LOCATED AT THE NTS ALONG THE FRAME CLASS TYPE B FULL SIZE 112" GLASS BITE INTERIOI EXT, ERIORNTI ERIO..R_ EXTERIOF .p,) ARY LOCKS (ITEM 27) eENGAGEO IR TO HURRICANE �M WINDS. ARE LOCATED AT THE POINTS ALONG THE FRAME HEADIJAMS IMPACT HOOKIROTARY LOCK LOCATION LUCAS A. TURNER FL P.E. begot r� PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W INOOW SYSTEMS, INC. ANY REPRWVCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W INDOW SYSTEMS, INC. 19 PROHIBITED. TYPICAL VERTICAL SECTION NOTE; SHOWS FIXED GLASS CUTAWAY SECTION VIEW F -F - H•14e7 Relnf. Sash Meal. Rao H-1699 Raiff. S.B.RIS.BK 1+1838 Meet, Rall, Fxd. H-0062 Sash TOP/Bot. R9l K6048 Mala Fr., SH, w / Ill., PVC H-6050 Sash Meet. PB10vC "051 -� Sash Side Rall, 0,VC H-8049 Mein Fr., SH, w fAg., PJC P-3029 Screen FU9 Tab P•3033 Screen Spring, SS P-3113 Screw Support, FVG F-3218 Screen Frame P-3220 Screen Sprine,.155 01s., Bit,. 84754 Screen Frema COrner Key 83342 Seam Sear, SM•8504 83352 Set. Blk., 86 N0.;118" x 510" x 2" 83429 Wstp., 0.270 x X87 back RnSeal, 83539 #8 x 314" Seuare TEC 2 Zinc 84730 #9 x 1M" Truss PH TSC 2 Pine 83752 Cep Rug, 112" Hole r03 o r P,52ao Spring Look, FrpBot, PJC P-4779 Roller, Tandem P-4051 _ #8 x 1 114 Rt FH TEK, Wht. P-4069 Keeper, Impact, WC P-4479 T Weep (over w! Flap R4638 #8 x 2112 Fh Truss SMS 84958 Rotary Lock _..._ P-4962 Keeper, Rotary Look 84959 Watto, 0.420 x .187 back RnSeal, RAI= Barrel Fastener 8.1112 Relnft>reerront, Head &4496 �} Feint. S.B.RIS.S.A 3.1776 Roler Track — 8.1999 Frame Hook, Haad, Imoact 8.2000 Panel Catch, Heed, Impact S-6005 Anti Lit 8.8013 Scm. Adept., wl,N PVC 6.6014 Bern.. Adapt, PVC 5.8003 Fixed Pal Cover 8.6064 _ Glazing Bead See Sheat 3 FUrfect Glaze "H'. SkaFlax 562 ITEM 33 NOT USED IN ICT Vender MslrHsl 31 -----� - - �J 2 11!46" 3 PVC FRAME FLANGE -6049 7!8' 'j''_�fi"� 9116' 34 ALUM GLAZE BEAD -1112 39 611 6' PVC SCREEN SUPPORT -6014 Keymark Alum Keyhmrk Alum - Keynerk Alum Mkron PVC Mkrcn R/C Mivon PVC Mkron PJC Milan PJC 9umd1 auday . teem Rastio Rubber Allnxetal RollForm Depe 41metal Ny(on Schnee $dome =rankLowe Rubber Atrafeb %tenal steel SASH CORNED . FRAME CORNER 6 CRNSTRUCTIQN CQNSTRUCTION ♦ CORNER WELD CORNER WELD '11C SASH MTG. RAIL -8060 L (ALL Slops) (ALL SIDES) FIXED MEETING RAIL W8"—(l I TOGETHE -Ir--F� � 1 WITH WITHOUTERFRAME 1118" 15 3 314" SCREW SUP. -3113 O ALUM SASH MTG. RAIL -1497 2 115113" 351181._ 1118" 9118" � j ALUM. SASH REINF. - 1599 1 jj— 7 PVC FIXED RAIL COVER - 0033 PVC SASH SIDE RAIL 3061 M&M Nylon OS 3l1fi" hierlack _ Q O MSM Nylon T 1 1!4" 1► -114" 3!4" Fastenai . Steel r* 6„ I 36 7118 3 7! 41 Merlock 15118„ ALU ROLLER TRACK -1778 ALUM 8, S. R.lS.S.R.-4498 tam Nylon PVC GLAZEBEAD - 6064 Max Steel 718" 45118" Sullivan Zinc _ _- "Yen 7Jno PLAN VIEW -1999 ALUM IMPACT HOOK 1999 3 '!�8" 4 -1- — Ulratab PVC ANTI -LIFT - 8005 1 618 , 1!2" Fastenel. Steel PVC SCREEN CATCH -6013 Kaynark Alum 013118" Keymerk Alum Cl Kayrmrk Alum 3" PVC SASH TOPIBTM BAIL -6052 Keymark Alum 8 Keyrrark Alum Mkron PJC Mkron PVC Mkron W C PLAN VIEW -2000 ALUM IMPACT CATCH ; 2000 Mkron PVC LUCAS A. TURNER, FL P.E. 58201 A/ CHANGED. EDGE DIST FROM 114" TO 7116" D2/D6/2014 Mkron PJC 1y*SDREititr/�r� � 4r1 Al S �R v°rr {�✓✓�+�i�7'�` V A Henkel l Sika Silicone ', Ca "•'�. - C �� yy�fQpW�1 -4 : NO .58201 -P r 1904 SW 44TH AVE. * • * w OCALA, PLORIDA 3A474 TITLE: EXTRUSIONS & B.O.M - LARGE MISSILE IMPACT 4� i 6T4TE 13F =AJ+' e�"C,'•,+r P, "",♦y�� 5ERIE DAT 8200 HVHZ DRAWN BY: ADE E' 11114/43 PROPRIETARY AND CONFmENIAL 2/24%2014 �; t�1•r•' �,� +�+l MODEL! THE NINFORMATION CONTAINED IN THIS DRAWING CUSTOM PVC HORIZ. SLIDER 1:2 HEET D . CWS.871 WINDOWSYSTEIINC. ANY EPRUCTIOIN PART OrrASWHOEWITHTHE �.LETTERPERMISSION W Sy A 50FO 2312~ MIN EDGE DIST J114° MIN EMBEDMENT (SEE NOTE 1) CONCRETE/MASONRY (SEE NOTE I) 1114_ MIN EMBEDMENT " • o-. (SEE NOTE I 1) •,� �' :• s . .• A . EXTERIOR FINISH----�' BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER BY INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW wWASHER THRU SCREW SUPPORT, (SEE NOTE 1) INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM I (SEE NOTE 1) 'a'I '•• p5 "0 �. J114° MIN EMBEDMENT i7•f•r:• •o-i•i CONCRETE/MASONRY (SEE NOTE I) BY OTHERS BY OTHERS INSTALLATION ANCHOR, . 1 BY WOOD BUCK °•Papp �� P BY OTHERS. INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW wANASHER j�•�— 114" MAX • 4 NOTESHIM 1) THRU SCREW SUPPORT. I (SEE NOTE 1) (SEE NOTE 1) • p P• fQ •Q • P. •P• : • •p , P• . p•. o- . p• p• A• —SEALANT BETWEEN > . • _ . • o s : 'o- . P , BUCK AND OPENING 1114_ MIN EMBEDMENT BY OTHERS _ • A • A 2112' MIN EDGE DIST • p' 4 (SEE NOTE 1) . (SEE NOTE 1) I BYpTHERS n 4 iCONCRF_TEJMASONRY A 1 . SII_------• rfr P. P: •D♦ •D♦ .D EXTERIOR FINISH , PERIMETER SEALANT 1 BBUCK Y BY OTHERS BYINSTALLER BY OTHERS BY OTHERS HORIZONTAL SECTION 1!4" MAX SHIMFRAME (SEE NOTE 1) (MASONRY) (ZE INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW wWASHER THRU SCREW SUPPORT, (SEE NOTE 1) INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM I (SEE NOTE 1) 'a'I '•• p5 "0 �. T —SILL STOOL i7•f•r:• •o-i•i A ° BY OTHERS • o- ;` , ^•P•p�p�A• INSTALLATION ANCHOR, . A °•Papp �� P P• A. USE SOLID WOOD SUPPORT • e • o- p , p, •• p Ar.R�p�cp • ♦ P . • P. .• : ••p TO MAKE SILL LEVEL, BY OTHERS. :•P`AP• � P• BUCK AND OPENING • P. •P• : • •p , P• . p•. o- . p• p• A• SEALANT BEHIND FLANGE > . • _ . • o s : 'o- . P , � . 1114_ MIN EMBEDMENT I (SFE NOTE 1) F --231Z MIN EDGE DIST VERTICAL SECTION (SEE NOTE I) FRAME(MASONRY) PROPRIETARY AND CONFIDENTIAL 2/24/2014 $, EMBE E� THE INFORMATION CONTAINED NYREPTHI9DRAWN IN PART STHE AS WHOLE YOF WITHOUT OM NS REFER TO WINDOW PERMISSION INC. ANY REPRODUCTION IN PART OR ,1 A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SVSTEM9. ;NC. 19 PROHIBITED. 114" MAX SHIM (SEE NOTE 1) PERIMETER SEALANT J BYINSTALLER 2 BY WOOD BUCK .. EXTERIOR FINISH BY OTHERS. BY OTHERS HORIZONTAL SECTION 7 FRAME (WOOD) TE: HEAD AND JAMB ICHOR, 3N6' DIA.. IMIIAR FOR 2BY INSTALLATION. V wlNEOPRENE EL INSTALLATION SAME AS SHOWN BELOW. ° '" 71R_ MIN EDGE DIST A ° (SEE NOTE 1) INSTALLATION ANCHOR, . A 1/10 WOOD ANCHOR W1 SUPPORT. WASHER THRU SCREW SUPPORT. (SEE NOTE 1) �. SEALANT BETWEEN BUCK AND OPENING BY OTHERS PERIMETER SEALANT J BYINSTALLER 2 BY WOOD BUCK .. EXTERIOR FINISH BY OTHERS. BY OTHERS HORIZONTAL SECTION 7 FRAME (WOOD) TE: HEAD AND JAMB ICHOR, 3N6' DIA.. IMIIAR FOR 2BY INSTALLATION. V wlNEOPRENE EL INSTALLATION SAME AS SHOWN BELOW. FL P.E. 58201 4+��++'E•„'ri F. Aid/ l v t No 58201 F'". SFATE OF 711 S" WINDOW SYSTf1" IS 1900 SW 44TH AVE. OCAL4, FLORIDA 54474 LLATION.THRU FRAME DETAIL, LARGE MISSLE IMPACT HVHZ DRAWN BY: ADEDATE: 11/14/13 HORIZ. SLIDER SCALE: NTS W0'� CWS 071 —� REV. LETTER: A SHEET: BOF S BACKED WASHER THRU SCREW - SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER 114' MAX SHIM (SEE NOTE 1) . PERIMETER SEALANT BYINSTALLER ♦ • ♦ • •D♦ •D♦ .D EXTERIOR FINISH e• D • ' °. •D♦ ° D BY OTHERS • s D . ♦ 1 114' MIN EMBEDMENT ♦ D ♦. s ;• vD ♦• ♦. •D ♦• o!: (SEE NOTE I) ♦ . 9 • O I---2 112! MIN EDGE DIST CONCRETFJMASONRY BY OTHERS (SEE NOTE 1) D ALTERNATE PRECAST SILL DETAIL 7 FRAME (MASONRY) FL P.E. 58201 4+��++'E•„'ri F. Aid/ l v t No 58201 F'". SFATE OF 711 S" WINDOW SYSTf1" IS 1900 SW 44TH AVE. OCAL4, FLORIDA 54474 LLATION.THRU FRAME DETAIL, LARGE MISSLE IMPACT HVHZ DRAWN BY: ADEDATE: 11/14/13 HORIZ. SLIDER SCALE: NTS W0'� CWS 071 —� REV. LETTER: A SHEET: BOF S SHEATHING BY OTHERS EXTERIOR FINISH — BY OTHERS SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER BYINSTALLER WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS PF( AZ; TION' SUBSTRATE HEET 2, �Z�OCAL&FLOROA WASHER. >' q*;.(SEE NOTE 1) *'" G �' '•4, ,+ VADOWSY'S'TEMS : �.• ND 58201 :` P ra 19oo sw 44TH AvE.1 112" MIN EMBEDMENT 34A 7q VERTICAL SECTION (SEE NOTE 1) ,1 .O. Z T 8 FIN (WOOD) �,� +.p ; %STATE OF . t&' 'INSTALLATION DETAIL FIN CONST. -LARGE NIBBLE IMPACT ®•.• fi;. SERIES: ERAWNBY:ADE DATE: 11/14/13 PRMIFTARY AND CONFIDENTIAL 2/24/2014 +ti, ., ,? ,.6.8280 HVHZ_ OR(p•• �� MODEL• WG. NO.:AE1L�1 RTYPE , B NTB, WIMSCW SYSTEMS,INC. ANY REPRODUfN THIS CTTIION3NG IS THE $OLe PROPERTY OF N PART ORA$ A WHOLE WITHOUT THE yTf j�J()hi At,G t` PVC H01ii7.. SLIDER NTS 9HE£T: CWS -871 REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1111111 1111111 A TDF$ EMBEDMENT (SEEMIM (SEE NOTE 1) 2 BY WOOD BUCK T!9 E° MIN EDGE DIST BY OTHERS. (SEE NOTE 1) ,o • °• 2 BY WOOD BUCK S;Pt • BY OTHERS. 8 °• INSTALLATION ANCHOR, (SEE NOTE 1j 114° MAX SHIM., (SEE NOTE 1) °o #8 WOOD SCREW W/ ASH �',d�.• (BEE NOTE I). °'O8 a• INSTALLATION ANCHOR, ZLM MIN EDGE DIST #a WOOD WASHER. SCREW W! (SEE NOTE 1) (TYP)(SEE NOTE 1) 114• MAX NOTE 1 M (SEE NOTE 1) 1 112" MIN EMBEDMENT - (SEE NOTE 1) 1 51 SHEATHING BY OTHERS d•.,d•° ^'c •S d° EXTERIOR FINISH ° BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERfMETER SEALANT BYINSTALLER F HORIZONTAL SECTION 8 FIN (WOOD) 114" MAX SHIM (SEE NOTE 1) ZM MIN EDGE 01ST t (SEE NOTE 1) °b o' Q 4 2 SY WOOD BUCK ° • • • BY OTHERS. LUCAS A. TURNER, FL P.E. 8$261 A CHANGED EDGE DIST FRO :°ro vINSTALLATI �yy. ��•1c 8 WOOD 3CREW W! ANCHOR,ON F,oi �,.E•.+�7'/.. �Z�OCAL&FLOROA WASHER. >' q*;.(SEE NOTE 1) *'" G �' '•4, ,+ VADOWSY'S'TEMS : �.• ND 58201 :` P ra 19oo sw 44TH AvE.1 112" MIN EMBEDMENT 34A 7q VERTICAL SECTION (SEE NOTE 1) ,1 .O. Z T 8 FIN (WOOD) �,� +.p ; %STATE OF . t&' 'INSTALLATION DETAIL FIN CONST. -LARGE NIBBLE IMPACT ®•.• fi;. SERIES: ERAWNBY:ADE DATE: 11/14/13 PRMIFTARY AND CONFIDENTIAL 2/24/2014 +ti, ., ,? ,.6.8280 HVHZ_ OR(p•• �� MODEL• WG. NO.:AE1L�1 RTYPE , B NTB, WIMSCW SYSTEMS,INC. ANY REPRODUfN THIS CTTIION3NG IS THE $OLe PROPERTY OF N PART ORA$ A WHOLE WITHOUT THE yTf j�J()hi At,G t` PVC H01ii7.. SLIDER NTS 9HE£T: CWS -871 REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1111111 1111111 A TDF$ 118' ALUMINUM OR 1118' STEEL MIN. REQUIRED (SEE NOTE 1) PERIMETER SEALANT BY INSTALLER ' 118" MAX. SHIM (SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER INSTALLATION ANCHOR, #10 SCREW, FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) _ DOUBLE 118' MAX (SEE NOI 118" ALUMINUM OR 1116" STEEL MIN. REQUIRED (SEE NOTE 1) °ADS OF TREMGLAZE U1600 DUND PERIMETER AT ALL FRAME AND SUCK BY INSTALLER. PERIMETER SE BYINSTALLER INSTALLATION ANCHOR, #10 SCREW, FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) OIZONTAL SE-CTION _9 SEALANT BEHIND FLANGE BYINSTALLER 7r 1/8" MAX. SHIM (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER INSTALLATION ANCHOR, LUCAS A, #10 SCREW, FULL THREAD 118" ALUMINUM OR ENGAGEMENT REQUIRED. NOTE 1) c 1116" STEEL MIN. REQUIRED (SEE (SEE NOTE 10, SHT 2) °+°T ''�~/]• O VERTICALSECTION - PROPRIETARY AND CONFIDENRAL 2/24/2014 THE INFORMATION CONTAINED IN TNIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCnON IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FLANGE Florida Building Code Online Page 1 of 2 Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207, MLaFevre@cws.cc Quality Assurance Representative . . ..... . ... . ... Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 ARM.. cledy@cws.cc Category F111�i t id �t�1x1m BQS Horne Log In ' User Registration Hot Topfer [ Submit Surcharge Stats & Facts publications FBC Stall BOTS Site Map Links' Search Buss es", Florida Professional Engineer Pr cC#k2"', esj}ssgpq Product Approval .'usErt: Public User �(oa'iif -ural nu > Product or Aoolication Search > Application List > Appliption Detail FL # FL16736 Application Type New Code Version 2010 Application StatusApproved Comments Archlved Q Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207, MLaFevre@cws.cc Quality Assurance Representative Cal Ledy ' Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® 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 03/01/2020 Validated 6y Steven M. lirich, PE t[Z Validation Checklist - Hardcopy Received Certificate of Independence FL16736 RO COI EvalReo CWS -871 (HS -8200, 74 x 63, IMPACT ).odF Referenced Standard and Year (of Standard) q_Undalyd Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1.886-05 2005 ASTM E1996-06 2006 PA/TAS 2011202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/prlpr_app_4tl. aspx?param=wGEVXQwtDqu8obl%2flZm6... 9/.19/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method i Option D 12/19/2013 OW25/2014 02/24/2014. 02/26/2014 Page 2 of 2 F Contact Us :: 1440 North Monroe Street Tallahassee FL 32399 Phone, 850-487-1824 The State of F€ortda is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:; Pr'wacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not warn your e-mail address released in response to a public -records request, do not send electronic mail to Nis entity. Instead, contact the office by phone or by traditional mal. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public recoil. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: .r http://www.floridabuilding.org/pr/pr_app_dtl. a.spx?param---vGEVXQwtDqu8obl%2flZm6... 9/19/2014 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 Instructions Approved for use in HVHZ: Yes FL16736 RO II CWS -871A (HS -8200. 74 x 63. Approved for use outside HVHZ: Yes IMPACT).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP +/- 60 ps(. Evaluation Reports 171-16736 RO AE DuPont PVB NOA 13-0129 27.Odf F1 -167=f-, RO AE EvalReo CWS -871A (HS -8200 74 x 63 IMPACT i.odf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Llml s of Use Installation Instructions Approved for use in HVHZ: Yes FL15736 R0 1I CWS -869A (H_S-8200. 111 x63. IMPACT).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psf. Evaluation Reports FL1€,736 RO AE DuPont PVB NOA 13-0129 27.odf FL16736 RO AE DuPont SGP NOA 11-0624 02.odf X116736 RO AE EvalRep CWS -869A (HS -8200. 111 x 63. IPIPACT).Ddf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes F Contact Us :: 1440 North Monroe Street Tallahassee FL 32399 Phone, 850-487-1824 The State of F€ortda is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:; Pr'wacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not warn your e-mail address released in response to a public -records request, do not send electronic mail to Nis entity. Instead, contact the office by phone or by traditional mal. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public recoil. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: .r http://www.floridabuilding.org/pr/pr_app_dtl. a.spx?param---vGEVXQwtDqu8obl%2flZm6... 9/19/2014 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX l 11"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inca 1900 SW 4,e Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -869A, signed and sealed by Lucas A. Turner, P.E. 2) 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 AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -869A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869A • 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. 13-0129.27, and in the fixed glass requires Dupont SentryGlas Ionoplast (formerly SGP) Interlayer per Miami -Dade N.O.A. 11-0624.02 • Requires Quanex white rigid I`%T1'%_fimme extrusions per Mia ni-Dade N.O.A. 12-1v" 17.02 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. �gi4l�ir�g� ,s AµIliaRE Ak iviii! - i�yp J No 8 z o ,{ 2/24/2014 �F STAT r .' r P.E. Lucas A. urner, FL PE#58201 Lucas Turner 2014-02-24 15:48-05:00 v mm Q 112 114" MAX. OVERALL FLANGE WIDTH 111" — MAX. UNIT WIDTH A E G 4-6 7 B 9 6 I I t I C 7 841, MAX. OV FLANGE I I \ / /x` MAX. HEIGHT UNIT jll 59 9116" I MAX. HEIGHT SASH II. 58114" I { � I I GLASS DLO D 7 5813M 8" GLASS DLO 24518' GLASS DLO — 4915116" GLASS DLO 2715118' TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........:.......1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME........ — .............. 4-6 EXTRUSIONS & BILL OF MATERIALS ........... 6 INSTALLATION DETAILS .............. ............ ....:.7-9 MAA, SASH VVIU IH DESIGN PRESSURE RATING 360 PSF PVC IMPACT REQUIREMENT: 1, THE PRODUCT SHOWN HEREIN fS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ' ' 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: A)'7 OX' FLANGE IMPACT W/IMPACT HOOKS IN JAMBS, AND IMPACT HOOKS IN HEAD' B)'YJCJX" FIN IMPACT WIROTARY LOOKS IN JAMBS, AND IMPACT HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7-9 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE 4" IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL IEALL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HT HURRICANE FORCE. WINDS AND/OR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD / SILL. S. SERIES 1 MODEL DESIGNATION HS -6200, 9. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10_ THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X s OPERABLE SASH, 0 4 FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. Lucas Turner 2014-02-24 15:48-05:00 Z PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS AWNOLE WITHOUT THE WRITTEN PERMISSION OF CI 5TOM WINDOW SYSTEMS, INC. IS PROHIBITED. 12. WEEP SLOTS = 1/4"X 1" LOCATED 4" FROM BOTH ENDS DIST FROM 114" 1900 SW 44TH ,AVE. OCALA, FLORIDA 34474 ITLE.GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT IERIES:8200 HVHZ RAWNBY: TEF ATE' 10111/20131 AODPVC EU ORIZ. SLIDER SO NTS DWG. NO.: CWS -889 A 90F9 W MAXTYP A c 3 3" FASTENERS TYPICAL. AT MAX( )-�---� 16 IN! 8" 8"FT 7 HEAD AND SILL AT FMR 6" MAX (TYP.) 17" MAX (TYP.) A (SHEET4) , (FIXED RAIL) (FIXED RAIL) �NCHOR LAYOUT - IFLANGEI THRU FRMAE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION: SILL ANCHORS SAME AS HEAD. a^ MAX. (TYP.)��-1 F-- D F I!I I r---rB" MAX.O.C• (TYP.) 4" MAX. (TYR) . 8" MAX. O.C. (TYP.) I I I I f IL (SHEET 4) I I I ) I INSTALLATION DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. ANCHORS TYP. A (SHEET4) , (FIXED RAIL) (FIXED RAIL) �NCHOR LAYOUT - IFLANGEI THRU FRMAE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION: SILL ANCHORS SAME AS HEAD. a^ MAX. (TYP.)��-1 F-- D F I!I I r---rB" MAX.O.C• (TYP.) 4" MAX. (TYR) . 8" MAX. O.C. (TYP.) ~INSTALLATION ANCHORS TYP. I I I I I S E (SHEET 4) INSTALLATION DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. ANCHORS TYP. ~INSTALLATION ANCHORS TYP. D -.r --J (SHEET 5) ANCHOR LAYOUT - IFIN1 THRU NAILING FIN (WOOD OPENING) E (SHEET 5) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3116" DIA. ITW BUILDER TAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO --QwI • e MI Ii"el tt� Fnrzl6 �'�.,.y-- OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. I I I I I (SHEET 5) , O I I I X I 1 I I DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL D -.r --J (SHEET 5) ANCHOR LAYOUT - IFIN1 THRU NAILING FIN (WOOD OPENING) E (SHEET 5) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3116" DIA. ITW BUILDER TAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO --QwI • e MI Ii"el tt� Fnrzl6 �'�.,.y-- OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7/16" SHALL BE ACHIEVED IN EITHER DIRECTION, 7. #10.15 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P..E.58201 A CHANGED EDGE DIST FROM 114" TO 7176" 07J06/2Qi NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM .STRENGTH SPECIFIED BELOW. AS 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; ♦to,`PqRE I'V T:t�� A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE ORGREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ,°?��tiCENSE VNNt70WSY5fEM$�I� G. MASONRY -MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. ti No .52201 ` 71' :,� 1900 SW 44TH AVE. D, ALUMINUM - 118" THICK MlN., 6063 75 MIN. `- * * OCALA, FLORIDA 34474 E. STEEL -16 GAUGE (.060") MIN., 33 KSI MIN. I +� 1 L . Z : `A BTA7 E OF 1405 ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE INSTALLATION SHALL BE DONE BY RS FOLLOWING LNG THE CURRENT /TYOP rAAgj 0. SERIES: HVHZ TEFTE: D8200 DRAWN BY:OF 1201: CWS THE INFORMATION CONTAIWI VERSION F THE REFERENCE DOCUMENTS: NED IN THFIS DRAWING [a THE SOLEPROPERENTIAL CUSTOM FMAIAAMA1O0(FINWINDOWS),eMAIAAMA200(FLANGEWINDOWS), WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE i : `� �'N 'fi,��'ONAL. k� MODEL: PVC HORIZ. SLIDER SCALE: NTS 1 a. N° ` -669 FMAIWDMA25Q(BOXWINDOWS)jFMA/AAMAIWDMA300(EXTERIORDOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYMMS,INC. ISPROHIS11ED. 1111tlytteT�� ER: A HE ET: 20PS 718" OVERALL 3118".ANNEALED OR TEMPERED 114" AIR SPACE 7118" LAMI 3118" ANNEALED .090 SENTRY GLASS .IONOPLASTINTERLAYER 3118" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 112" GLASS BITE zZ PROPRIETARY AND CONFIDENNAL 2/24/2014 .THE INFORMATION CONTAINED IN THIS DRAWING 13 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. GLASSTYPE � SASH GLASS FULL $IZE LUCAS A. TURNER. FL P.E. 58201 )VERALL INNEALEO OR TEMPERED 1R SPACE LAME NNEALED IUPONT PVB 1NTERLAYER NNEALED ECT GLAZE"H' 'LEX 552 SITE SECTION C C NOTE: SHOWS FIXED LITE CUT -AWAY EXTERIOR IM'ERIOR SECTION A -A INTERIOR 'E SECTION B -B :s HEADIJAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) Az PROPRIETARY AND CONPIDEPMAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO, 18 PROHIBITED, (ITEM 42) GATED AT THE ALTERNATE JAMB ROTARY LOCKS - 'OINTS ALONG THE JAMBS. A. TURNER, FL P.E. 55201 EXTERIOR PRIOR SECTION D -D INTERIOR SECTION F -F NOTE: SHOWS FIXED LITE CUT -AWAY EI SECTION E -E HEAD IMPACT HOOK (TYP.) I( DSPAN OF SASH (ITEMS A4 & 46). ROTARY LOCK$ (TEM.23) ONLYT HURRICANE O PRIOR FORCEW INtlS. HEAD IMPACT HOOKIJAMB ROTARY LOCK LOCATION (FIN FRAME) LUCAS A. TURNER. FL P.E. 56201 [A FC 'Z. Z PROPRIETARY AND CONFIDENTIAL 2!24/2014 THE INFORMATION CONTAINED IN THIS DRAWINGS THE SOLE PROPERTY OF CUSTOM WINOOW SYSTEMS, MIC- ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. }---LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMBS, ' e � S i i HEAD IMPACT HOOKIJAMB ROTARY LOCK LOCATION (FIN FRAME) LUCAS A. TURNER. FL P.E. 56201 [A FC 'Z. Z PROPRIETARY AND CONFIDENTIAL 2!24/2014 THE INFORMATION CONTAINED IN THIS DRAWINGS THE SOLE PROPERTY OF CUSTOM WINOOW SYSTEMS, MIC- ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. }---LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMBS, ' e � I E I PVC FRAME FIN -6048 1 2 3118" 5+16" 1 13 13/16" .PVC SASH MTG. RAIL -6050. AVC SASH SIDE RAIL -6051 PVC SASH TOPISTM RAIL -6052 3/4" 1 ;5188i3-- Is 3118"�-.Iy . s—'..3f. 1" 1116° 18 15118" 1/16" ALUM SASH MTG. RAIL -1497 ALUM S.B.114.S.R. - 1498 , ALUM. SASH REINF. -1699 1'�-0! 1 Q� 3fi8" O O 3/18" PLAN'VIEW-20W O -*j 5I8" j+ie 1f0" 2 CON3TAUCr10 1 718" 1 ALUM HD MTG RAIL4681 CORNER WELD (ALL SIDES) 11/4" FIXED MEETING RAIL S T, OLF TOGETHER LLB 3 7/1a" 7 WITH OUTEOGETH Ills, ALUM ROLLER TRACK -1776 2 PVC HO FIXED RAIL COVER - 6077 1 118" 5116" 112' PVC SCREEN SUPPORT • 6014 PVC SCREEN CATCH -8013 3118" 40 �{rvaa"3. L -t � 91 a SCREW SUPPORT -3113 ALUM REINF.FOR IMPACT HOOK -1112 a F- 114" Imo( 11 PVC ANTI -UFT INSERT -6005 PVC GLAZEBEAD - 6064 ALUM PANEL IMPACT CATCH - 2000 LUCAS A. TURNER, No 58201 STATE OF M� Op1�IF s/cihiii. V f7ll�ifFffjll,L, ®' 1980 $W 44TH AVE. OCALA,.FLORIDA 34474 EXTRUSIONS & 80M. - LARGE MISSILE IMPACT 8200 HVHZ 0 : TEF DATE: 10/11/2013 PVC HORIZ. SLIDER SCALE; 1 wG, NO.: CW8-889 REV. LE : A 6 OF 0 1116" PLAN VIEW -1577 TE; ITEMS4, 9A;EEN FU5ED. LL ALUMINUM EXTRUSION§ ARE 8063-T8. ALUM SASH IMPACT HOOK -1577 PROPRIETARYANDCONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED WTHIS DRAWING IS THE SOLE PROPERTYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. No 58201 STATE OF M� Op1�IF s/cihiii. V f7ll�ifFffjll,L, ®' 1980 $W 44TH AVE. OCALA,.FLORIDA 34474 EXTRUSIONS & 80M. - LARGE MISSILE IMPACT 8200 HVHZ 0 : TEF DATE: 10/11/2013 PVC HORIZ. SLIDER SCALE; 1 wG, NO.: CW8-889 REV. LE : A 6 OF 0 0 16118" 4 718" PLAN VIEW -1999 ALUM HEAD IMPACT HOOK -1989 FL P.E. 68201 A CHANGED EDGE DIST FROM 1/4" TO 7110" 2/06/, No 58201 STATE OF M� Op1�IF s/cihiii. V f7ll�ifFffjll,L, ®' 1980 $W 44TH AVE. OCALA,.FLORIDA 34474 EXTRUSIONS & 80M. - LARGE MISSILE IMPACT 8200 HVHZ 0 : TEF DATE: 10/11/2013 PVC HORIZ. SLIDER SCALE; 1 wG, NO.: CW8-889 REV. LE : A 6 OF 0 CONCRETE7MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS (S EE° EDGE DIST (SEE NOTE 1) 1 1f4" MIN EMBEDMENT (SEE NOTE I) :^•s� :'a:► s.• s s. SEALANT BETWEEN BUCK AND OPENING BY OTHERS) (SEE. NOTE 1) PERIMETER SEALANT BY INSTALLER BY OTHERS 114' MAX SHIM (SEE NOTE 1) BY OTHERS INSTALLATION ANCHOR, ' a ' 3116"DIA. MASONRY SCREW .e WI WASHER THRU SOREW wlWASHER THRU SCREW SUPPORT (SEE NOTE 1) SUPPORT (SEE NOTE 1) •e. SUPPORT (SEE NOTE 1) p •►• s. •► ►•r Dr. EXTERIOR FINISH • ► D . i BY OTHERS '6 `4 2 BY WOOD BUCK BY OTHERS SEALANT BEHIND 2 1/2" MIN EDGE DIST FLANGE BY (SEE NOTE ) •�• 11f4' MAXSF (SEE NOTE 1) 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH —�- BY OTHERS 114" MAX SHIM ° •• (SEE. NOTE 1) PERIMETER SEALANT BY INSTALLER BYINSTALLER 114' MAX SHIM (SEE NOTE 1) BY OTHERS SEALANT BEHIND INSTALLATIONANCHOR, FLANGE BY WIG" CIA, MASONRY SOREIN INSTALLER wlWASHER THRU SCREW �•p• WASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT BEHIND FLANG E BY INSTALLER INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1 j �—SEALANT UNDER SCREW I a HEAD BY INSTALLER UNkI ulna cTDCMnrI4QTCN'.TIIRAl BY WOOD BUCK BY OTHERS 1/4" MAX SHIM (SEE NOTE 1) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT R FINISH I BY INSTALLER RS (!EON{MASONRY) 1/4• MAX SHIM (SEE NOTE 1) 131W MIN EMBEDMENT (SEE NOTE 1) PERIMETER SEALANT ° •• CONCRETE/MASONRY •• ZZ MIN EDGE DIST BY INSTALLER (SEE NO -51) 114' MAX SHIM (SEE NOTE 1) BY OTHERS SUPPORT (SEE NOTE 1) SEALANT BEHIND FLANGE BY INSTALLATION ANCHOR, INSTALLER- °•s` 0110 WOOD ANCHOR W! PERIMETER SEALANT �•p• WASHER THRU SCREW BY INSTALLER •e. SUPPORT (SEE NOTE 1) p •►• s. •► ►•r Dr. EXTERIOR FINISH • ► D . i BY OTHERS : D • : D .: 2 BY WOOD BUCK BY OTHERS SEALANT BEHIND ,•,�.{;+y.K, , FLANGE BY ) INSTALLER SEALANT BETWEEN BUCK / PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BY INSTALLER BY OTHERS rc'\HORIZONTAL SECTION \,!�j FRAME (WOOD) SILL LEVEL, BY OTHERS OTE: HEAD AND JAMS iy //./•71Yr1 IMILAR FOR 20Y INSTALLATION. UC MIN EMBEDMENT • ILL INSTALLATION SAME AS SHOWN BCW, PERIMETER SEALANT INSTALLATION ANCHOR, 3116" DIA, CONCRETE/MASONRY MASONRY SCREWW/NEOPRENE BY INSTALLER BACKED WASHER THRU SCREW 114' MAX SHIM (SEE NOTE 1) BY OTHERS SUPPORT (SEE NOTE 1) SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER- HEAD BY INSTALLER PERIMETER SEALANT 1/4" MAX SHIM (SEE NOTE 1) BY INSTALLER — p •►• s. •► ►•r Dr. EXTERIOR FINISH • ► D . i BY OTHERS : D • : D .: ► D . ►• : �' rD ♦' D• ds "D s D D.► D • ►• •p r• rP 1114' MIN EMBEDMENT D D b b (SEE NOTE 1) • b USE SOLID WOOD PERIMETER SEALANT CONCRETE/MASONRY I•^--2-= MIN EDGE DIST BY INSTALLER - 114' MAX SHIM (SEE NOTE 1) BY OTHERS (SEE NOTE 1) EXTERIOR FINISH+I •; f • ~ SILL STOOL T D ALTERNATE PRECAST SILL DETAIL BY OTHERS }> •►' 7 BYOI'HERS FRAME (MASONRY) i .� ••r.°! Via::;: �• 4+P' ► s e•• : ' • e e- ► ' • n e �• • � USE SOLID WOOD LUCAS A. TURNER, FL P.E. 58201 A CHI s�.. �, ��s• >, : f�✓' SUPPORT TO MAKE ♦ >"••��„ s;; �., s: >: •• :'�w m•o; s. +• SILL LEVEL, BY OTHERS e�y4141[iif T1/Iir (,,;tL�R64h']. ��oi iy //./•71Yr1 UC MIN EMBEDMENT ♦��`' CONCRETEIMASONRY (SEE NOTE I) r�O:•'�.�G£•{45:.•,�r� + T • iA •+'F7•,. VANE BY OTHERS 1/2° 2MIN EDGE DIST r ;;+Y; NO 58201 19005 (SEE NOTE 1) OCALA q: VERTICAL SECTION It TT : 11 7 . FRAME (MASONRY) r'�'�:• £iTAT E. OF JtV ER E �w��O€tAWINy AND G 9FTHE SOLE PROPERTY OIAL U90M14 .c� ��+'4fi�p(: Y;; P�'ra~� MO :I •FDRCLARIFICATIONL4OWABLETYPES,EMBED NT TH. INFORMATION CONTAINS IN THIS OW . ANY REPRODUCTION IMPART AS WITHOUT THE "4,,','0N'`4i►t GAPS, AND SUBSTRATE RESTRICTIONS REFER TO WWIN RIT TENPERMISSIIN CUSTOMWNQOW IR PROHIBITED,HOLE NOTES ON SHEET 2. i_ILZ" MIN EMBEDMENT Jt (SEE NOTE 1) � T i_ILZ" MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR; BY OTHERS °, ° 119 WOOD SCREW Wl WASHER 7116" MM EDGE DIST (SEE NOTE 1) (SEE NOTE 1) SEALANT BEHIND FIN , 2 BY WOOD BUCK BY OTHERS BYINSTALLER ° o, 2 BY WOOD BUCK BY OTHERS 114" MAX SHIM (SEE NOTE NOTE I) WINDOW WRAP BYINSTALLER I NSTRLLATI ONS ANC HOA, eP b�98 WOOD SCREW Wl WASHER PERIMETER SEALANT °•d'i 7116" MIN EDGE DIST (SEE NOTE 1) BYINSTALLER10 (SEENOTEI) 1!4° MAX SHIM . (SEE NOTE 1) ]a= MIN EMBEDMENT (SEE NOTE 1) SHEATHING °•°. 1. daily °yogi• ,a ° '^ BYOTHERS $.'r oe: °° • e •' - EXTERIOR FINISH WINDOW WRAP BYOTHERS BYINSTALLER. SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HOR17ONTAL SECTION e8 —FIN (WOOD) 114° MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER -MIN EDGE DIST (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER '_-2 WINDOW WRAP ZSY WOOD BUCK BY OTHERS BYINSTALLER 'C e• LUCAS A. TURNER,FL P.E. 58201 _ A CHANGED EDGE I °p d°• SCREW EXTERIOR FINISH. °' W/ WINSTALLAON ASHER #S WOO BY OTHERS (SEE NOTE 1) A4° p,,+ ti0 E•N S •.� "+r \AANDOW SYSTEM SHEATHING 7J2"_ MW EMBEDMENT ,*`�+,•' N4 58201 L 1900 SW 44TH AVE. OCALA, FLORIDA 34 BY OTHERS (SEE NOTE 1) E VERTICAL SECTION X S'O" S F ` "r'� ° OF TITLE.INSTALLA71ONA eRles' 6 FIN WOOD 14 ~rdd �-*��y� 8200 HVHZ 0 O ABLE ANCTYPES,S, PMP.RIFIC THE INFORMATION CONTAINEON�THI THIS IS THE ARYAND SOLE PROPER" O/C�USTOM SYSTEMS, NOOW ANYPART THE '�d�'+"r:::.��Y L';t,'L4 �7px�o?, MpdEL. PVC HORIZ. SLII SUBSTRATE RESTRICTIONS REFER TO W IN OIW SYSIN WRITTEN MtSSION OF TEMSOINC.SS PROHIBITED. TED. ; i}S,! HEST 2. 118" MAX. SHIM (SEE NOTE 1) 118"ALUMINUM OR VIS" STEEL MIN. RECTO INSTALLATION ANCHOR, (SEE NOTE 1) #10 SCREW (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER i16" MAX. SHIM (SEE NOTE 1) SEALANT BEHIND FLANGE- BYINSTALLER PERIMETER SEALANT—� INSTALLATION ANCHOR, BYINSTALLER #10 SCREW (SEE NOTE 1) SEALANTBEHIND FLANGE , BYINSTALLER HORIZONTAL SECTION #10 SCREW WINEOF WASHER THRU SUPPORT (SEE BEALANT.BEHIND FLA NGE lfr(SE MAX SHIM BY INSTALLER (SES NOTE i) PERIMETER SEALANT 118"AWMINUM OR 1116"STEEL MIN, RECD BYINSTALLER (SEE NOTE 1) ONTDOUBLE 3116". BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL:INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. VERTICAL SECTION ,. PROPRIETARYAND CONFIDENTIAL 2/24%2014 THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT TME WRITTeN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER. FL P.E. 68201