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WS-11-2171Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166942 Permit Number: WS-I 1-11-2171 Scheduled Inspection Date: February 01, 2012 Inspector: Bruhn, Norman Owner: EVINS, DIANA Job Address: 135 NW 109 Street Miami Shores, FL Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360030210 Phone: (305)264 -0446 Building Department Comments INSTALLING 14 IMPACT WINDOWS Inspector Comments Passed Failed a Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 31, 2012 For Inspections please call: (305)762 -4949 Page 9 of 39 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 DING PERMIT APPLICATION FBC 20 Permit No. "' `° f l Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): C n C 1 ° -2, 1 (\S Phone #: .� 0 S '" t/ b 2. 70°3 Address: r3 S p i \pJ I OGj City: ti 010A I S4 D r ns State: r L Zip: 33) b 6 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: f I ,lr,, >..;/ _1 City: Miami Shores County: Folio/Parcel #: / I .. Z.136 - 00 9 - d 21() Miami Dade Zip: 33/ Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Q/lf 1 (A A s41 C 0` Pr 04-e C.Si 0 1 Phone #: 305 ° S Z 8`' `82 13 Address: 761 ?0 SIjJ Ho .s'n,9rpl1- City: k.A\ Autn i State: FL zip: 3 3 ) ST Qualifier Name: �� /16 WI v©� 11 e,--) Phone #: Sc'S" LI 91.4 g/ 07 State Certification or Registration #: L- ((I S I 3 ' 7 (--/ Certificate of Competency #: Contact Phone #: Email Address: j70'1 6 `'�Gl A 0 PIS Ci'PJ1 n © L.0 S S. C DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 S' 3 S `I Square/Linear Footage of Work: 3 2 S Type of Work: ❑Addition DAlteration DNew DRepair Description of Work: * **** * * * * * * * * * * * ** * ** k*********+k+k***** *FFees * *** x*** ** *** * * * ** ** *** * **** * * ** ****** ** **** Permit Fee $ p/ 7 C CCF $ CO /CC $ Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved and inspection fee will be charged Signa Signature wner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this IL*64 day of &O 11 , 20 1 J , by ei►JRIea)& CV 1 N S , day of /tour , 2011 , by XoNafhaL) who is personally known to me or who has produced L. C SC who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: / Print: RI90 &EV My Commission Expires: A ?.'- L $a1-• o RIGONERTO JESJSMESTA * WIGWAM # EE 051340 EXPIRES: Apnl 27, 2015 Ba d Wu Budget Noisy & APPROVED BY / /p°! / Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10i2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: R,i9o1,EP. (D CdesZ ro1'-Zatt, RbpEffcro !l USCUESTA • * MY COMMISSION S EE 051340 EXPIRES: April 27, 2015 e Bonded no Sedge Noisy Satices My Commission Expires: L1rr 6 37 a01S Zoning Clerk •IIIIIII 1111111111 11111 1111111111 1111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 009.02/0 STATE OF FLORIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. _A# CFN 2011R0736104.3 OR 8k 27878 Ps 4724; (lps) RECORDED 11/01/2011 10:58:06 HARVEY RUVINt CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: I 5 NV' 1 1O VAI Aft\ Onor-es (2S 2. Description of improvement 3,. Owner(s) name and address: AO) 1tt. vst WIDOW S OW tmciA,1 ; MIA) to? sr p44m,..5140s,F 33/69 Interest in property: Name and address of fee simple titleholder: Ai- 4. Contractor's name and address: A 144EpicAvo 7/70 5(4) /6 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: a. / PC 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section. 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person 713.13(1)(b), Florida Statutes. Name and address: to receive a copy of the Lienor's Notice as provided in. Section 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the dale o is specified) 111110:■•" A Mr,— 1.,&4111V Signs - (orenor — VP Print Owner's Name EitliZtO efee.ai Prepared by crikb--Spott- rec rding unless a different date Sworn to and subscribed before me this -1 sr day of A) OV Notary Public -1) Print Notary's Name Rt ca.o he Pio CuesTil My commission expires: P1/4 Pc; C. ao/E (seal) , 20 / I . ootirZikt. RecteavroAlusetsTA • trrawAssoNtmosimo CONTY OF LADE akolowicipm k WITNESS HARVEY 3y # SIZE PRODUCT # DP REQ. PRODUCT DP VENDOR STYLE NOTES 1 53 X 50 FL7067.1 44.4/ -58.0 60.0/ -60.0 CWS HS VINYL FRAME (WHITE) / LOE366 IMPACT 2 37 X 50 FL6890_R3 46.5/ -50.4 60.0/ -60.0 CWS CASEMENT APPROVED 3 37 X 50 FL6890_R3 46.5/ -50.4 60.0/ -60.0 CWS CASEMENT 4 37 X 50 FL6890_R3 46.5/ -50.4 60.0 / -60.0 CWS CASEMENT 5 37 X 50 FL5823.1 46.5/ -62.2 75.0/ -75.0 CWS SINGLE HUNG 6 19 X 38 FL5823.1 46.5/ -62.2 75.0/ -75.0 CWS SINGLE HUNG OBSCURE 7 19 X 38 FL5823.1 46.5/ -62.2 75.0/ -75.0 CWS SINGLE HUNG 8 37 X 50 FL5823.1 46.5/ -62.2 75.01-75.0 CWS SINGLE HUNG 9 26 X 26 FL5823.1 46.5/ -62.2 75.01 -75.0 CWS SINGLE HUNG 10 26 X 26 FL5823.1 46.5/ -62.2 75.0/ -75.0 CWS SINGLE HUNG 11 19 X 38 FL5823.1 46.5/ -62.2 75.0/ -75.0 CWS SINGLE HUNG 12 111 X 50 FL7067.2 46.5/ -50.4 60.0/ -60.0 CWS HS - XOX 13 96 X 50 FL7067.2 46.5/ -50.4 60.0/ -60.0 CWS HS - XOX 14 37 X 50 FL6890_R3 46.5/ -50.4 60.0/ -60.0 CWS CASEMENT ENRIQUE EVINS 135 NW 109 STREET. MIAMI SHORES, FL. 33168 305- 962 -9003 13 14 CIT CO 12 FRONT DOOR i1 �Q�� i - �� I- BEDROOM I BATHROOM I I j al NOV 2 1 2011 pi 1 KITCHEN BEDROOM BEDROOM 9',' 11 GARAGE 10 9 Lr DATE U i BY 'ICE WI f _,LES Ar. U) ,1= APPROVED ZONING DEP f BLDG DEPT 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") M e a n Roof Height Tributary Area (sq. it) (ft) j 15 20 25 30 35 40 45 SO 15 f 44.51 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -50.4./ - 49.2 -48.3 - 47.6 - 47.1 -46.6 -46.2 - 45.9 -45.5 16 1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 -51.1 -49.8 -49.0 -48.3 - 47.7 - 47.3 -46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -51.7 -50.5 - 49.6 - 48.9 -48.3 - 47.9 -47.4 -47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 -50.2 - 49.5 - 48.9 - 48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -53.0 -51.7 -50.8 -50.1 - 49.5 - 49.0 - 48.6 -48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 482 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 53.0 51.6 50.6 49.8 492 48.7 48.2 47.8 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 492 48.8 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 58.3 56.7 552 54.8 541 53.5 53.0 52.6 52.2 -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -64.4 -62.8 -61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -65.5 -63.9 -62.8 -61.9 -612 -60.6 -60.0 -59.6 -592 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5.1 Emma T. Mellinger, P.E 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 Mean Roof Height Tributary Area (sq. B) (ft) 10 15 20 25 30 35 40 45 50 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -622 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 .1 5.9 45.0 44.3 43.7 43.3 42.9 42.5 422 -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -532 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 432 -64.6 -62.1 -60 :3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -65.4 -62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -552 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 442 -66.1 -63.5 -61.6 -602 -59.0 -58.1 -572 -56.4 -55.8 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -67.4 -64.8 -62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 522 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 17.1 -65.1 -63.6 12.4 -61.4 -60.4 -59.6 -58.9 53.0 51.6 50.6 49.8 49.2 48.7 482 47.8 47.4 -70.9 - 682 -66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 -69.2 -67.1 -65.6 -64.3 -632 -62.3 -61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 492 48.8 -73.0 - 70.1 -68.1 -66.5 -652 -64.1 -63.1 -62.3 -61.6 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 -66.0 - 64.9 -64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 - 64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 515 51.1 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -662 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 - 53.5 53.0 52.6 522 -78.0 -75.0 -72 :8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 as 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -682 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this docwnent are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent (954)7844 -6991 (954)781-5708 fax enn aic5es.com JOB SITE LOCATION: WIND SPEED = 146 MPH, EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: H (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening, --An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: April 30, 2010 at, Florida Building Code Online Stumble! C I like kl i L Sham i file:/// C: /Users/Jovan-Mac/Dropbox/Company Files/Product Approvals... iAll Interests Busines Professi Regulation Login Sign up & save your favorites SOS Home Log In User Registration Hot Topics E Submit Surcharge Scats & Facts ' Publicatbns ; FBC Staff 1. KCIS Site Map I Links { Search y, FOY Product Approval USER Public User Product Approval Menu > Product or Appkatbn Search > pppikatbn List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL6890 -R3 Revision 2007 Approved Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Authorized Signature Michael LaFevre miafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ral . h @cws.cc Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R3 COI 510489A (Eval Rep CA -8400 Impact).pdf Referenced Standard and Year (of Standard) Standard Year AAMA /101/I.S.2 -97 1997 AAMA /WDMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 1 of 3 10/31/2011 11:51 PM Florida Building Code Online file: / / /C:/ Users /Jovan-Mac/Dropbox/Company Files/Product Approvals... ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 12/29/2008 01/08/2009 02/03/2009 I- *Next{ Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida 5 an AA/EE0 employer. Coovrioht 2007 -2010 State of Fbrkia, :: Privacv Statement Accessm®ty Statement :: Refund Statement Under Florida law, e-mail addresses am public records. II you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfQ)dborstate.fl.ug. Product Approval Accepts: 2 of 3 10/31/2011 11:51 PM FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat strengthened glass). 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: 8400 Vinyl Casement (Impact w /heat strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, laminated glass will have DuPont's interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mikron NOA 06-1220 01.Pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval Rep CA -8400 Impact).pdf - •.; -. ... .A_.-.endent Third Party: Yes -01 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /annealed gia ". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -60 Other: 8400 Vinyl Casement (Impact w/anneaied glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS-161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.Pdf FL6890 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval Rep CA -8400 Impa Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement itiipa'ct Window w -: , s I + ny Casement w/ heat strengthened glass. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes • Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 40° x 63 °, DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).odf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mikron NOA 06 -1220 01.ndf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 511043 (Eval Rep CA -8400 Impact 40 x 63),pdf Created by Independent Third Party: Yes I- *Next{ Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida 5 an AA/EE0 employer. Coovrioht 2007 -2010 State of Fbrkia, :: Privacv Statement Accessm®ty Statement :: Refund Statement Under Florida law, e-mail addresses am public records. II you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfQ)dborstate.fl.ug. Product Approval Accepts: 2 of 3 10/31/2011 11:51 PM Florida Building Code Online 3 of 3 file: / / /C:/ Users /Jovan- Mac/Dropbox/Company Files/Product Approvals... 10/31/2011 11:51 PM 731W MAX. OVERALL HEIGHT 72< UNIT HEIGHT MAX. GASH HEIGHT 7. CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) C 2R11f: GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.___..__.._. ..... 1 ANCHOR SCHEDULE & NOTES-................ D.P. CHARTS & GLAZING DETAILS _ .3 SECTION VIEW & ALT. EXTRUSIONS & &O.M.._._„ _._..5 38114• MAX. OVERALL WIDTH 3T UNIT WIDTH 35 1/3r MAX. SASH WIDTH 84114• MAX OVERA HEIGHTU1 83• UNIT HEIGHT ILINC MAX SASH HEIGHT 4--- RIGHT HINGED - SHOWN LEFT MIMED GLASSSOOE.O PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWS HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDmON. 2. GLAZING NAILS: (SEE SHEETS) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1303 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE: THE 331N3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 68 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. B. REFERENCE TEST REPORTS: NCTL- 2103274-1A • NCTL- 2104274 -1 , NCTL,21032784 A, NCT1.- 21032781. 9. SERIESRIDDEL DESIGNATION CA4400 10. 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. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH A I UPDATED PER NEW FBC REQUIREMENTS S.W. 44Th AVENUE A FLORIDA 34474 I07107AI8 NOTES & ELEVATIONS - LARGE MISSILE IMPACT PROPRIETARY Ate COI001NL TIE IIFORMATIONCONTAMFD IN THIS DRNATNGI8IHESOLE PROPERTY OF CUSYWI MEOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM YAMIOW SYSTEMS. INC. IS PROHIBITED. • 7/7/2008 CWS -181 I OF 8 L't • FL F.S. NO.87814 -, • S• MAX. 121R' Min �$ 16" MAX 0.C. NOM: SEE NOTE 2 ANCHORLAYOUT- !FLANGE) tNRu a aw aroDD cR MASOeBaY OPFJ@l0j FOR UNITS UP TO 37" 77 6" MAX. (TTP) S' MAX ( iYP) 16" MX. 0.0. (iYP) INSTALLATION ANCHORS TYP. II MAX to' SEE NOTE 2 4" MAX 0P) 4" MAX (YP) OW MAX 0.0. (mi) INSTALLATION ANCHORS TYP. ANCHOR LAYOUT � MUMPS a CUP(WOODOR O pD+H FOR UNITS UP TO StitO' J r SEE NOTES 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQT) AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DUN. ELCO 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 SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MM. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. B. IM WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MM. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ANCICLAYOUT FOR WATS UPTO3rit Tt (QTY 4" MAX. (TYP) MAX O.C. (TYP) SEE NOTES it MAX 0.0 OTP) INSTALLATION ANCHORS TYP. INSTALLATION ANCHORS TYP. ANCHOR IAYOUI' -(FUJI NNtaaFNTaaaooPaaRm FOR UNITS UP TO3Ti85' 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAW •i 1 a'+ - .!, NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `..S.2‘,..' • r , , ., • • a Y...�, 10. NSTAUATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPEiOES: • • a ;':: ," • A WOOD -MINIMUM SPECIFIC GRAVITY OF G"0.42 , ��' B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). PROPRETARYA1SS co EN N. `. se 6SFORMAIIONCONTNPS°24 MS ORAYNO M THE SOLE P lYSEG$TOM MNOWi SYSTEMS. INC. ANY REPAOWCUON N PART ORASA WREN PER1883IONOF CUSTOMWNDOWsame. NC. IS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 •. L R�t��LUTdASy FI L.E. NO. 62514 a " ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT PVC CASEMENT UT: BAT ' 7/7/2008 MODULARS) (UNITWINDOW SIZ82 HPIGHT(IN) WIDTH (IN) 17 7/8 23 12 2712 GLASS TYPE 20 2912 31 12 35 12 38 I2 41 12 43 12 461.51 -67.5 +67.5/673 467.5/47.5 C, D +67.5/67.5 +67.5/47.5 +67.5/47.5 +67.5/673 +67.3/-67.5 +67.51 -67.5 C, D • 4673/67.5 +67.5/47.5 +67.5/47.5 +67.5/67.5 +67.5147.5 29 1/2 c. D C. D • • 4673/67.5 • 4673/67.5 +67.5/+7.5 +67.5/47.5 467.5/47.5 +67.5467.5 +67.5/67.5 +67.5/-67.5 467.5/67.5 467.5/47.5 31 12 35 12 35 3/4 C, D C,D C, D • • • • • • • +67.51 -67.5 • • +67.5147.5 +67.51-67.5 467.5/-67.5 467.5/67.5 467.5147 .5 +67.5147.5 467.51.67.5 471/3 +67.5/67.5 467.5/67.5 467.5/67.5 467.5/67.5 467.51.67.5 51 1/2 +6731 -67.5 4673467.5 467.5/47.5 53 1/2 +67.5/61.5 467.5141.5 467.5/-67.5 5512 467.5/67.5 467.5467.5 467.5467.5 59 12 467.5/47.5 467.5/67.5 467.5/ -67.5 61 3/1 467.5/47.5 467.5/47.5 +67.5/47.5 6312 +67.5/ -67.3 +67.5/ -67.5 467.5/ -67.5 6512 467.5/67.5 467.5/47.5 +67.5/47.5 67 I2 +67.5/47.5 +67.5/47.5 467.5/47.5 70 3/4 +67.5/-67.5 467.5/67.5 +67.5147.5 467 .5147.5 467.5/ -67.5 467.5/673 467.5/-67.5 467.5/67.5 4675/67.5 467.5/67.5 467.5/ -67.5 467.5467.5 467 5147.5 4673/-67.5 +67.5147.5 '467.5/67.5 467.5147.5 +67.5467.5 +67.5/47.5 +67.5/47.5 +67.5/47.5 467.5/47.5 467.5167.5 +67.5/67.5 467.5/67.5 +67.5/47.5 467.5/47.5 467.5147.5 +67.5/ -67.5 4675/67.5 467.5/47.5 467.5/47.5 467.5/47,5 467.5/67.5 467.5/67.5 467.5/47.5 +67.5/47.5 +67.5/47.5 467.5 /47.5 +67.5/ -67.5 +67.5/47.5 467.5 /47.5 +67.5/47.5 WIDTH (IN) 19 118 26 12 37 GLASS TYPE GD COMMODITY SIZES (UP-11P) HEIGHT(1N) 21 1/4 38 3/8 50 5/8 56 63 72 +67.5/47.5 +67.5 /47.5 +67. 5447.5 + 67.51 - 67.5 467.51- 67.5 +67.5/47.5 C,D +67.5167.5 +67.51-67.5 +67 .5/-67.5 467.5/47.5 +67.5/-67.5 C, D • • 467.5/47.5 +67.51 -67.5 +67.5/ -67.5 467.51.67.5 +67.5/47.5 MODULAR S1723 (UNEEM1NDOW SIZ2 HQGRTaN) WIDTH (IN) GLASS TYPE 20 2912 31 112 3512 3912 4112 4312 4712 511/2 5312 1 5512 5912 61314 17 7/8 A, B 460/ -60 +60/60 460/60 +60/40 460 /-60 +60/60 460/40 +60/-60 +60/40 460/60 +60/40 +60/40 +60/60 23 12 A, B +60/60 460/60 460/ -60 1 +60/60 +60/-60 +60/60 460/40 +60/40 460 /60 460/-60 +60/40 460/40 460/ -60 27 12 A, B • 460/ -60 +60/60 460/ -60 460 /40 +60/60 460/60 +60/40 +60/40 +60/40 +60/60 +60 /40 +60/40 2912 A, B • 460/40 +60140 460/60 +60/60 +60/-60 +60/60 +60/40 +60/-60 +60/40 +60/-60 +60/60 +60/60 31 1/2 A, B • • 460/60 +60/40 460460 460/40 460/40 460/ -60 +60/60 460/60 460 /40 +60/40 +60/40 35 12 A, B • • • +60/ -60 460/-60 460/40 460.60 460/60 460/40 +60/60 460/40 +60/40 460/40 35 3/4 A. B • • • • • • +60/40 +60160 460%60 460/60 +60/-60 +60/60 +60/40 460160 +60/60 CO MMODITY SIZIS (TIP 119) 26 12 A,15 • A. B • 56 63 460/40 460/-60 +60/40 +60/-60 +60/60 +60/40 3/4' OVERALL 116• ANNEALED GLASS S/16' AIR SPACE 5116° LAMINATED NB• ANNEALEDOLASS 3/82' DUPONT PVB ENTERUriER 1/S• ANNEALED GLASS GLASS TYPE A +60/40 +60/60 3/4 OVERALL 1/8 TEMPERED GLASS 5/16' AIR SPACE 6/16' LAMINATED 1/S" ANNEALED GLASS 5/32' DUPONT PVB INTERLAYER 1/6' ANNEALED GLASS GLASS TYPE B 3141 OVERALL 1/S• HEAT STRENGTHENED GLASS 5116° AIR SPACE 5110• LAMINATED 1A' HEAT STRENGTHENED MAIM 3/32' DUPONTPYBINTERLAYER 1/S' HEAT STRENOTHE+ED GLASS Siukft ES • PROPRIETARY AVM coemDIMTSL TIE D FORMATDNCON1AKED w MO DR lIE 0 THE SOLE PROPERTY O .'dpr61/ WINDOW SYSTSM9 INC. NW REPRODUC1gN RY PART OR ASA WHOLE M14EI1TTME' WRITTEN PER6 ON OF CUSTOM WINDOW SYSTEM. I N C . IS PROMOTED.- . 3/4. OVERALL 1/6• TEMPERED GLASS 6/16° AIR SPACE 5116• LAMINATED 118• HEAT STRENGTHENED MAW 3/32' DUPONT PVB INIERLLYP11 11S' HEAT OTRENOTHENED GLASS GLASS TYPE D • NOT RECOMMENDED NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. A I UPDATED PER NEW FRC REQUIREMENTS 107/137108 o r FL. P.E 1 0.82514 •v I� 7/•P,'a 4MiS.W. 44TH AVENUE , FLORIDA 34474 I x LE: OP CHARTS & GLAZING - LARGE MISSILE IMPACT TYPICAL DfflaiOLIgngli rTme 25,33,35,42,48-48,51-53.85 E USED BUT NOT SHOWN FOR MICALIDRIZOTALIEMN A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 ALTERNATE FIN FRAME PROMO/MAW CONFIDENTPL ''' . . , - THE ITIFORVAllON COMM up ma ORAWIMIS ME sae ppopEpividicustasi L ROpENTo Corivii. - • . , 8400 WRIXAV SYSTEM INC. ANY REPRODUCTION IN PART OR AsAvelotaVAMILITYPO FL; PE. NO.8204 t WRR1EN MORMON Of CUSTOM WINDOV/ SYSTEMS. VC. IS PRI:Militia A A'..' .. -r • a " 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 IP:SECTION VIEW / ALT FIN FRAME -LARGE BAT PVC CASEMENT NTS SSILE IMPACT 71712003 CWS.1161 4 OF Rim # Padt# DeLElpHan 166030 FR., CAVE, I4414. MAO 2 P-4050 OOL4HLi*RLL 4052402 (MO x437).10 3 144030 FA. CASE. WAILSLL 4 64050 COL- ALLBTIUM, 0052402 (.050 X.437). ELL 8 H030 FR. CASE. MUIL dB..142911 0 P4050 C 9. J25TL[1.5052402(460X.437) a. RUH! 7 14020 FR. CASE, IRK JR,LEFT 8 P4050 COL.-A(LLINULL60524432LOW 2.437).0. LEFT 0 MEOW SAIDA 04,15E.112171011. 10 61503 REEF. CASE SARK TOP RAL 11 H005 12 61505 SASH CABS DOT. PAL REIF. CASE. SP.8N.8041014 RAL 13 11008 HAIR( CASE., ELEM. MME 14 61605 REEF. CASESABPI510ERAL %YOE 15 14008 8A811 CABS.00ERAt. LOCK 10 61508 REIF. CASE SASHSOERAL LOCK 17 144019 WBIP.270X .187 BACK %TRAM MACK SAW4 18 P4217 1A181P.114LfiELEAFBEAL MALE 15 WSTP.WNAELBAFESSL SASH 0 HMS 8d8331RAt, 6109114A 21 141803 SCR®4R U.. TORSOS 22 8-1681 MOOR CLP 23 6018 12.2. 811. 314•, FM. FURL 24 86015 =ALL 314', F1113.VBtt 26 P3867 88 X 1• MR47E22.Z5 WREN 29 P4004 I5-32X 10' RIPµ Le. BS(wro ROTE LO2 27 P.4314 14042.E 870 ROTC OPER ROTORWYE MOE) 28 P4005 SUPPORT RATE, LOCK. S0. IOTO MAE (Us*wt84908) 25 P4 05 LOCK, ISL41P0547, ROTS HOLE. W STE 30 IOTO. OFERATOR6 (FOR UFOPo0100104 CASSEIR) 31 P4812 m#(R07OORMATOR 14010 MAE (4.04m4 32 P4009 TRACK 8 81.E4 ASER. ROTC) OP9., R0101O0E, (13') 33 P4010 811 011100. ROTOOPBL L H. ROT0I1:10E 34 WARM (>EFT1 0fTFORIJ:FTOR RpRTOR34CAS ss TRACK AND BL094ASSY (FORLEFINOR1TOP94CASLL641) 14.4100 SUPPORT 7151 ERROTIORR ROTC 701 E,(SS) 37 64021 68.32. 344• Quad RTII M01PL8- WEL LB. SS, IOTO d!, ROTS HONE 38 P4824 DAS1Ef. R210 ROT131000E, idr 39 P4031- P4640 TE-0ARB. ROT01ONE 1-5 LOG16C641S. S8 (w OA 1247.) P4003 TEBARGUEE ROTS. HOME 41 P41143 STRIKE. ILTFPOOtT 42 144342 6SUA8E1101.1246E4 43 P4752 CAPPUK4, 12' IDLE 44 P3431 7107 MT, 7I9J SEAL. H 45 FEL RULES OUR. 151'xw61'Xr M.O. 45 P3B05 068402 (21.00347. LABEL. NRC:TAB 47 P4951 4125140RARYLEL.(1 RAF, 45 P3B13 OAR LEL. (LOOM 49 GLASS. OA811 so 51 52 P3351 SPACER, OLR SELL :NMM48<T3 P.3561 60193101.0111. 18 X 16 FIEROLASS P3728 6Q293116PL2 ..195 DI4.MK 53 P3197 BC4C1334OORPER 1l 54 55 68 ST 66 0 P3195 BO830011660, 1018.E0502671 P3029 SCREENLPT-OUT P384 11112 04•121.14(1614291.2514, SCRIM P3040 1466381( MEWL83,PW: PR. CASE. WI P54 P4113 BCREWSUPPORTFOR PVC PVC FR. CASE., MAIN (FLANGE) H-6030 PVC SASH, CASE. H-6008 SCREEN RAIL, SIDEBTM 14-1592 ALUMINUM 8063 -T8 Lt. PVC FR. CASE., MAIN (FIN) H-6030 SCREEN RAIL, TOP/SIDE, H -1593 ALUMINUM 6083 -T6 -may f"-i 2111 I L77j PVC GLAZING BEAD -6016 ANCHOR CUP, P -3780 ALUMINUM 6063 -T6 PLAN VIEW OF ANCHOR CLIP 0 174' PROPRBYARY/010 COt4;0ENTIAL THE 0RT0RMR11ONCOMHN63041193 DRAW94015 THE 802E PROPERTY OF W0420W8YST019. NC. ANY RERR0C( TICK IN PMT ORASAYM10LE(MTF CT54 WRITTEN PER1.98$0110FCUST0 WH 0W SYSTEMS, INC. 15 Pte. SASH REINF. S -1505 ALUMINUM 6063 -T8 SASH CORNER CONSTRUCTION COIL, .05 X .437, P -4050 ALUMINUM 6063 -T6 ^ l UPDATED PER NEW FBC REQUIREMENTS 2177108 A 1 S.W. 44TH AVENUE OCALA FLORIDA 34474 fl1111' EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT • 1 # l PVCi CASEMENT L: tT408L•PTd`LO9A�B ��OULi3 8 . FL. PS,N0.52514 :70.!"*" • • ^lAp. • cam. ENT) 114' MAX SHIM (SEE NOTE 283 ON SW. 2) INSTALLATION ANCHOR. 3/16' PA. MASONRY ANCHOR (EN. EDGE DIET.) 1/4 MAX SHIM (SEE NOTE 2 8 3 ON SHT.2) INSTALLATION ANCHOR, 810 WOOD SCREW CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR BY OTIERS�NISH ANCHOR CUP BY OTHERS ANCHOR CUP .EMBEDMENT) • N A•A ;A,A •b, , n CONCREIEIMASONRY A •f BY OTHERS • `•� ' A. PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CONCRETE/MASONRY BY OTHERS (MILAN. EDGE COT.) CONCRETEIMASONRY BY OTHERS BASH RAIL 1114• ONN. EMBEDMENT) BY BY BUCK CAULK BETWEEN BUCK A AND OPENING OTHERS 1 BY it BY ES BUCK T 114' MAX SHIM (SEE NOTE 2 &3ON Wit 2) WINDOW FRAME JAMB WINDOW FRAME JAMB EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION CUP (MASONRY) INSTALLATION ANCHOR. 3116 "4MA.MASONRY ANCHOR BY PERIMETER CAULK INSTALLER SASH BOTTOM RAIL PERIMETER CAULK BY INSTALLER ANCHOR CUP SASH TOP RAIL ANCHOR CUP WINDOW FRAME SILL EXTERIOR FINISH BY OTHERS ©HORIZONTAL SECTION CUP (WOOD) INSTALLATION ANCHOR, 3118• DIA. MASONRY ANCHOR PERIMETER CAULK BY INSTALLER 1)4° MAX. SHIM (BEE NOTE 2a3ONEHL2) SASH BOTTOM RAIL ANCHOR CUP WINDOW FRAME SILL EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18• DIA. MASONRY ANCHOR PERIMETER CAULK BY INSTALLER EXTERIOR BY OTHERS FINISH 1/4' MAX SHIM (SEE NOTE 2 8 3 ON BHT. 2) MN. EMBEDMENT) •• _• •,•••• •. •. t•. •••.•_: •••••• •:a: •'••••• ••:S• •• O• • �• • • • • •• •• • �• • -•• C COTIERODNR TWISONRY ®ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) MN. DST.) COSY BY OTHERS 1 BY WOOD BUCK BY OTHERS ®VERTICAL SECTION CUP (MASONRY) lir MN. EMBEDMENT) 217 (MIN. EDGE 01ST.) �„ •A2�1Irtr� 1000 S.W. 44THAVENUE LP •.. FLORIDA 34474 9 • P a j a Al ATION ANCHOR WICIJD DETAIL- LARGE MISSILE IMPACT o ; s . •��c': ,R�•��` w PVC CASEMENT WN11 BAT `'� 8400 NT$ PROPIiBTAPIlATBTCOM00Y1RL PROPERTY • THE INFORMATION OONTApas W TMs OPAIMICHS THE SOLE q • �n 7/7/2008 NO.: DNS -1811 80F8 WINDOW SYSTEMS. WO. ANY REPRODuCT1ON W PART OR N3AWHOLEWTTH01.1T1NE'. a FL Al- N4464S14 �7„• .tETTEA: • p�ET: WRITTEN PE ON Of CUSTOM WHN70W SYSTEMS. PM B PROHWTEO. • • " .`.t ,:�.� ' gyq: CONCRETWMASO BY OTTERS Ti (MIN. EDGE DIST.) LIEZ. • •a. • • • PION. EMBFJSMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH TOP RAd. SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS • • 0. • • • 0. • /A • • • • • • • 04 *ATI Fl 11LPJ ' DRYWALL BY OTHERS INSTALLATION ANCHOR. 31113• DIA. MASONRY SCREW Ls/NEOPRENE BACKED WASHER THRU SCREW SUPPORT • • • • • ••• CAULK BETWEEN BUCK AND OPENING BY OTHERS ,•• ••• DRYWALI. BY OTHERS 1 BY W000 BUCK BY OTHERS lie MAX. SHIM (SEE NOTE SA 30N SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER • • • • :et* ••••i• • 211r (W a EDGE DEM) ITISTALINITON ANCHOR. 31111• CM. MASONRY SCREW Ls/NEOPRENE BACKED WASHER THRU SCREW SUPPORT • 1 BY WOOD BUCK BY OTHERS MAX. SHIM (BEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER . it) 1,1 •i■ .4; -10 LUC EMBEDVENT) INSTALLATION ANCHOR. 3116• DIA. MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER (P) HORIZONTAL SECTION W FRAME (MASONRY) HIGH STRENGTHSTRUCTURAL GROUT BY OTHERS 1--114• MAX. SHIM I PEE NOTE 2 & 3 ON SHT. 2) CONCRETENIASONRY BY OTHERS LILe (MIN. EMBEDMENT) 21Z (W N. EDGE DIST.) ()VERTICAL SECTION FRAME (11ASONRY) PERIMETER CAUIX BY INSTALLER EXTERIOR FINISH BY OTHERS SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 121C (WN. EMBEDMENT) 114 MAX. SHIM (SEE NOTES ES ON SHT. WPIDOW FRAME JAIW3 CAULK UNDER SCREW HEAD BY INSTALLER *-1•t• •%•s• • P DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, MO WOOD • SCREW VENEOPRENE BACKED • • • WASHER THRU SCREW SUPPORT • A CAULK BETWEEN SUCK AND OPENING BY OTHERS ▪ • • WINDOW FRAME INAS CONCRETE/ASONRY BY OTHERS EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY INSTALLER Mt HORIZONTAL SECTION 1/4.P../ FRAME (WOOD) INSTALLATION ANCHOR. SW DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER 1/4• MAX SHIM I (SEENOTE2&3ONSHT.2) mom " • P., • D 't• • •• • • Ito 1,1111! 8 0 I, 8 (MIN. EMBEDMENT) • • • CONCRETWMASONRY BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO NATE SILL LEVEL BY Omens 2_11r (MIN. EDGE DIST.) (FINALTERNATE PRECAST MU. DETAIL \SJFRAME(BSONR Y) pappaftrawrwas CCROIDEISTIRL • THE IRFORSIATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MANSON SYSTEMS. INC. ANY REFRODUCTLON 44 PART OR AS AVAIOLE WITHOLIf WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHLSITEO. 440. • e: • • • ROBffirearai4 FL P.E WOES -;•.' • • fir A UPDATED PER NEW FBC REQUIREMENTS 1 S.W. 44TH AVENUE FLORIDA 34474 107107/08 ANCHOR THRU FRAME DETAIL. LARGE MISSILE IMPAT 7/7/2;008 CVVS•481 7 OF 8 ®VERTICAL SECT N FIN MOOD) � HORIZONTAL SECTION F91 (WOOD) A J UPDATED PER NEW FBC REQUIREMENTS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 107/07f08 3F STALLATION ANCHOR RN DETAIL - LARGE MISSILE IMPACT 7nP200B CWS -161 8OF8 PROPRLTMTYMF ODIFIDEMPL s THE OFOOOLTION CONTMIED W THE DRAWING 18 THE SOLE PROPER1YOW PMOOW SYSTEMS. PC. ANY REPRODUCTION IN PART CH AS ANR 5.EIINTi VT', WRITTEN PIIOMM:AM OF CUSTOM MOM SYSTEMS. IS ly ... Ga ie. dOA1 .. • 4.. !,, .bus i. , 1 iir ItP31{ft.4 • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510489A 336- 945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 • Product Line: 8400 PVC Casement — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. • Supporting 'Technical Documentation: 1. Approval document drawing number CWS -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3274 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cydic Pressure Loading t60.0psf design pressure b) Report No.: NCTL 210 - 3274 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886-02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±60.0psf design pressure c) Report No.: NCTL 210 - 3276 -1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading ±67.5psf design pressure d) Report No.: NCTL 210 - 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888 -02 and ASTM E1996 -02 ASTM E 18881E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±67.5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/I.S.2 -97 Design pressure: ±60.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 510116, prepared, signed and sealed by L. Roberto Lomas P.E. Iof2 * j4lp,,.$25 • *-4,": • $: rya; s TA urt tittle • Florida Building Code Online 9/13/11 11:58 PM BCIS Home Log In g User Registration I Hot Topics i Submit Surcharge Stets & Facts i Publications I FBC Staff j BCIS Site Map Links j Search Product Approval USER: Public User Product Aooroval Menu > Product or An li atbp Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method FL5823 -R4 Revision 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Windows Single Hung Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer L4 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Roberto Lomas Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE [ Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eva! Reo SH -8100 Imoact).odf Referenced Standard and Year (of Standard) Standard, AAMA /1 n1 /T.S.7 -97 Year 1997 http: / /floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgvMdF6zR4iHLrSIEW2m3mv6CgMlvnhHNDc %3d Page 1 of 3 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 9/13/11 11:58 PM AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Method 1 Option D 12/19/2008 01/05/2009 01/09/2009 02/03/2009 Summary of Products http: / /floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgvMdF6zR41HLrSIEW2m3mv6CgM1vnhHNDc %3d Page 2 of 3 FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. Installation Instructions FL5823 R4 II CWS -1 SA (SH -8100 Imoactl.udf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II Mikron NOA 06-1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Ren SH -8100 Imoactl.pdf Created by Independent Third Party: Yes ..,. 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) 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, 53x76, DP +/- 67.5 psf. Installation Instructions FL 823 R4 II CWS -155A (SH -8100 Imoact).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).odf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100 / -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. ' Installation Instructions FL 823 R4 II CWS -369 (SH -8100 Impact 52x72 100 DP).odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP1.ndf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL5823 R4 II CW -295 (SH - :100 Impact 52x96).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.odf http: / /floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgvMdF6zR41HLrSIEW2m3mv6CgM1vnhHNDc %3d Page 2 of 3 Florida Building Code Online Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. 9/13/11 11:58 PM fl.,5823 R4 4 Mikron NQA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact; 523c96).o0 Created by Independent Third Party: Yes Department of Community Affairs Florida Building Coda Online Codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 @ 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrioht Statement I Accessibility Statement I piuo -In Software, I Custpmer Service survey I Contact U� Product Approval Accepts: securitvvermcs rri AFE http: / /floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgvMdF6z1141HLrSIEW2m3mv6CgMivnhHNDc %3d Page 3 of 3 zr MAX OVERALL FLANGE HEIGHT 74314' MAX HEIGHT { MAX SASH HEIGHT SINGLE HUNG 631/8° MAX OVERALL FLANGE WIDTH 517/8' MAX. t GMT WIDTH 4711116• GLASS DLO (SHOWN W/ 0 ATION IMPACT) OPTIONS) 1/T 3 y 1ERALL GLASS 1'J1G1T LA 881/4' MAX LINT HEIGHT 1 30 112° 3311n8' MAX GLASS SASH OLD HEIGHT 83618' MAX OVERALL FLANGE GLASS EQUAL SPUT 63118' ___._....._. MAX. OVERALL FLANGE WIDTH 5178° MAX UNIT WIDTH 4711118' GLASS DLO HEIGHT 02 3!6° MM UNIT HEIGHT 24 58" MAX. SASH HEIGHT 0 ill' GLASS DLO X 21 318" GLASS DLO 45 r GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.—.1 ANCHOR SCHEDULE & NOTES.._..._2 DP CHARTS & GLAZING DETAIL--..3 SECTION EXTRUSIONS & B.O.NL_......._.__.....5 INSTALLATION 53 V& MAX OVERALL FLANGE WIDTH 5178° MAX. UNIT WIDTH 47 11/16' GLASS DLO 63 5118' MAX. OVERALL FLANGE HEIGHT 62 18' MAX LINT H6DHT 24 5118' MAX SASH HEIGHT 0 GLASS 0.0 X if MIME GLASS OW 5 HI SASH ORIEL 53 118' MAX. OVERALL. FLANGE WIDTH 51718' MAX UNIT WIDTH 4711118" GLASS DLO f GL SS OLO 8. REFERENCE TEST REPORTS: NCTL .2103168-2 , NCTL 2103168.2A , SCRAM-31E83 , NCTL-21031 S. SERIES! MODE. DESIGNATION SH.8100. 10. 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. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X. OPERABLE BASIL 0. FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS N A SIMILAR LOCATION. 37° MAX OVERALL FLANGE WIDTH 35314"M XUNTWDTH PVC BAPACT REALIGNMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OSP. A DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) 4IEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D- -POSITIVE DESIGN WADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 130D. S. ANCHORAGE: THE 3313% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FILLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 316M5' GLASS 03.O 83' MAX OVERALL FLANGE sar GLASS HEIGHT 61314' DLO zr GLASS 01.0 451118' GLASS OW 4 HI SASH ORIEL MAX UNIT HEIGHT 3p' MAX SASH HEIGHT 2Z GLASS DLO GLASS DLO 301528 GLASS 131.0 EQUAL SPLIT - t • NYC. '.'.: • .tvi44 :, -s PppP11�T1RYAA1ID COMI�E SOL ^4: THE WM1.1113ON CONTAWEDINTFAISp1161413is me SOLE '1..' ' --9 WSS NSYSTEMS. INR ANYREFAOOUC1IONPI PART OR ASA FLP 3NO. 62514• WRITTEN PERMISSION OFCUSTOMWNOC SYSTE&W, INC. MSPR 'a:'• _ • SW 44TH AVE. FLORIDA 34474 ti CWS -155 U. MAX. 0.C. r - CnP•) MAX SEE NOTES inP) Cif ANCHOR tAAYOUT -(FINt • FIRS NNIIU (W000OPE013) (SPECIFIC FOR MP) INSTALLATION ANCHORS TYP. SEE NOTE 2 MAX O.C. (1W) IS. -• MAXO.C. INSTALLATION ANCHORS TYP. HOR LAYOUT - (FLANGE) r'( —UPI FR ANCM I (tNSONRY OPENING) (SPECIFIC FOR sr .50.PJ ry NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHWAS REGD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIM STACK TO BE 114". USE SHMS WHERE SPACE GREATER THAN 1HS' IS PRESENT. 3. WAD BEARING SH SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. .3n6- DIA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4" INTO MASONRY THRU FRAME ',t 1.1: 1 BY WOOD MWSO 3f r DIST' .if• OF 2 W .111.4 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3I8" INTO 2 BY WOOD BUCK B. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I Vr INTO 2 BY WOOD SUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SENA SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL .■,i NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. "mss. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPEBTIEI •" A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL Y 0 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER}. 0 - PROPRIETARF AND CW MS ' p THE IDIFORMATWN COMMON THIS ORIELS R 7NEsoLEPROPERfl mom INC. ANY REPRODUCTIORWPART OR ASARMEE TIDE WRITTEN FERMIUM OF CUSTOM WIADOVMSYSIEN INC. IS PROMO% 4 ANCHOR LAYOUT - (FI(N) U W1LWO RARW000 (SPECwc FOR s7.80P.) SW 44TH AVE. FLORIDA 34474 �4NCH ITT IMPAC PVC SINGLE HUN ADE 7/712008 e 8100 NTS NO.: CWS -155 •DER A '2OFB 414— e • u • • ' • L. TO LOMAS .TNO.02514 OR SCHEDULE • MODILARSIZE.4 (811T - mom suej 896117 45�A WIDTH 45'41 GLASS TYPE 2711 25112 3111 35112 38112 4111 4311 47112 51112 53112 5511 2311 2711 aB A.B +751 -75 +75/ -78 .75/ -75 +751 -75 +751-75 +75/ -75 +751 -75 +751 -75 2111 3111 7511 A. A, B A. B •751 -75 +751-76 +75/-76 +781 -76 •761 -75 •751 -75 +751-78 +751 -75 +75/ -75 • 75/ -75 +751 -75 •751 -15 •75, -7s +757 -75 +75/ -75 +75/ -75 +75/ -75 +75/ -75 +75/ -76 +751 -75 +751 -75 +751 -75 +75/ -75 +75/ -75 +75/ -76 +75/ -75 +75/-75 •751 -75 +761-75 +751 -75 +75/ -75 +751 -75 +751 -75 +75/ -75 +75/ -75 +751.75 •75, -7s +751 -75 •761 -75 +751 -75 +75/ -75 +761 -75 •781 -75 5811 +75/-75 8311 •67 .51 -67.5 88112 +57.51 -67.5 57112 +67 .51 -67.5 71112 +87.81 -67.6 74374 +67.51 -573 •751 -75 • 75/ -75 +75/ -75 +751 -75 +75/ -75 +751 -75 +61.81-614 •67.51 -675 +57.51 -87.6 +87.51 -87.5 +873/ -873 +87.51.67.5 +67.5/ -87.6 +67.5 1 -873 +67.5/ -873 +751-75 +577 .51.87.5 +67.51 -67.5 +67.5/ -87.5 +87.5/-87.5 3211 aB +57,5/-67.5 +8731.873 +875/.87.5 •67.51.575 +8731 -573 +87.5/ -67.5 +6731 -67.5 +6731 -87.5 +87.5/ -67.5 +673 /- 87.S +87.51 -67.5 41 112 43112 47112 1111 a6 A.13 a6 a0 +87.51 -87.5 +87 .51 -87.5 +67.51.87.5 •67.6/ -87 .5 ,+87.5/ - 67.5 +87.5/ -87.5 +87.5/ -57.5 •87.6/ -67.5 +87.5/ -67.5 +87.5/ -87.5 +67.5/ -87.5 +87.5/ -87.5 +67.51 -57.5 +87 .5/ -673 •67.51 -87.5 +81.5/- 673,+673/ -67.5 +87.5/ -67.5 •8731 -873 +8731 -87 .5 .87.51 -87.5 +57.5/ -873 +67.51 -675 +67 .51 -87.5 +87.$j -873 •87 .51 -87.5 +673/ -87.5 +57.51 -87.5 +67,51 -873 •8731 -67.5 +87.51-67.5 +87 .57 -873 •67.51 -87.5 +87.51 -57.5 +67 .51 -57.5 +5731 -87.5 •57.61 -87.5 +8731.87.5 +87 .51 -87.5 ►87 .51 -87.5 •5731- 87.5. +67.5/ -67.5 +87 .5 1 -873 +87.5/ -875 +781 -75 +673/ -07.5 • 57.51 -673 +8731 -873 +67.51 -87.5 +87.51 -87.5 +57 .5 1 -67.5 +67.5/ -67.5 +57.51 -87.5 +87 .51 -87.5 +87.51 -67.5 +67.51 -87.5 +87 .5 / -87.5 +57.51 -67.5 +67 .51 -87.5 +6731 -67.5 +67.51.67.5 +67 .51 -87.5 +875/ -87,5 +87.61 -873 +67 .5 / -57.5 +87.51 -67.5 +67 .5/ -67.5 +67.5 1-67.5 +67.61 -873 +87.51 -57.5 +87 .5 1 -571 +8731 -57.5 +5731 -873 +67 .5l -67.5 +57 .51.67.6 +87.51 -873 +87.5/-57.5 +87 .5 1 -573 +673/ -87.5 +67.5/ -87.5 +87.57-67.5 +87.51-67.5 COMMODITY ORES (TPt0WI MSG II*6 WIDTH GNI GLASS TYPE 25 SINS 55518 55 83 72 78 16111 A. B +76/ -75 •751 -75 •751 -75 +751 -75 1 +781 -78 +67,51 -87 .5 +6731 -67.5 A.B +75/ -75 •761 -75 +751 -75 +751 -75 +751 -76 +67.51 -67.5 +67.51 -67.5 A.13 +751 -75 +751 -75 +67.5/ -67.5 7+751 -75) +751 -75 +751.75 +67.51 - 57.5 +67.51 -67.5 53115 A. B +67.51 -87.5 +87.5/ -67.5 +87 .5/ -87.5 +87.51 -87.5 +67 .5/ -673 +67.51 -87.5 9l4* OVERALL UB° ANNEALED GLASS 5715' AIRSPACE M8' LAMINATED Ur ANNEALED GLASS 3132" DUPONT PUS INT1RLAYER 118' ANNEALED GLASS GLASS TYPE A 3/4° OVERALL 118° TESPEREDOLASS 8118' AIRSPACE 511W LAMINATED 1!8' ANNEALEDQLASS 3732' DUPONT PVB INTERLAYER 115° ANNEALEOGLASS PRWRFE1RYAV® ODIINO5 12 T E INFORMATION CONIWNEDK THIS DRAWINGR4 TIE SOLE WIDOW SYSTEMS. DC. ANY RFPROOUCTIONt$ PART ORASA WRITTEN PERMISSION OF CUSTOM WINDOW BYsYEM S.01C.i8 NOTE: IN Siff INTENDED IS NOT SHOWN,USE NEXT LARGER BIZ. A I UPDATED PER NEW FBC REQUIREMENTS [ 071078 e. 860 SW 44T11 AVE WAA, FLORIDA 34474 ZEICALVERILMLAEOWN TYAICAL HORIZONTAL SCTION NOTE: LEFT ME MOWS FIXED CUT AVUAr, RR#IT =SHOWS PASN =MAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW we EXCEEDS sr WIDE AND/OR 63' HIGH. IMPACT HOOK SPACING: 1) SILL HOOKS: A) r FROM UNIT EDGE TO EDGE OF HOOK. 8)A THIRD HOWL IS CENTERED IF UNIT WIDTH 18 GREATER THAN Sr. 2) SASH CATCH: A) 2-1H2" FROM SASH CORNER TO EDGE OF CATCH. B A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH E GREATER THAN 3T. GAONAND FRAME HOOKS ARE TO ALIGN WITHIN MAT. 'fir• —_ • : f - S R •1r.T-9' „tf... -20,23,25,26,31,37.44,46,47,49-52.55.63.64.87.6t on.` • r PROPNETARYMNO COI DEIMPL DIEDIFORWITIONCONTNIM INTIM OPAM 40 IP THE POLE PROPERtYy� DETAIL A A ( UPDATED PER NEW RC REQUIREMENTS I 07/07108 =-L.RO FL P�62S74, SW 44TH AVE. :�6t{ALA, FLORIDA 34474 {I� SECTION VIEWS & ALT. FRAME - IMPACT uY: YE: 4- " PVC SINGLE HtHNG ADE TOMS M . I: =ALE INS , . N0: e. • .e WHOM SYSTEMS . RA:. ANY REPROOSJOTIONIN PART OR AS ` ,: - 7 -�,T - - - --.�� --•- 5S MITTEN PERMISNON OR CUSTOM vae wVOTE %OC.IP � ': a .may i • • - A '4 OF hem/ ants Deseriptbn IA* F„ Blt ne1Flp,. PVC Mete 118031 2 .4$031 tddu F., Sit teinp.. PVC SI 3 114031 WnFt.,614.wI9 . WC Lb. 4 K€031 1FN F.. Sit sr /Fly.. PVC. R.0. d H6001 Meet 814 Fed. 6 8.1446 AWN. PPS 4LR. 9 H8027 Bsa1 Meet. Rd, P/C 9 141467 Reid. Bah Mee. Rd 141 Sash Boll= FAA P/C 11 8,1488 Raid.S8Rf6.S3I 12 H8001 Small Sae7FaplBoL l 13 6.1486 Raid.B.B.Rl8.6.R 64 6018 06t. Bd., Wpm.. St h. IS $4015 GO.. Bd., 347xd, Vat I4 $4816 GO. BC 314*.Bnh. Itsk. IT 6401 88..3f4.8mh. Van. IS 84013 I9 86014 ,Sent Mist, &Mt PIC, Sea. Adapt., PVC, Vat 2a 84079 21 8.1578 12 WOO Sash Slap I F31er, W C: Vat Fr. CPA WC. 399.. 69101. HS4b6 sash ti,lcI WC, — 23 8.1404 Anchor As 24 BOHM 2S P.3059 Sash Cap WC 26 P3048 Take Out CIP 27 P3783 Lock, kapast. WC 2$ 914784 atesPa• hose'. WC 3o P3215 Map Covet w/ Rap Si P3593 Reid. Plata. FAR 32 P.3428 Wats..0270x .187 hack Reseal. Stay 37 83746 66 x 2000Th RISKS P3788 118 x 0.8257h R4SLIS 39 P4051W 08 x 1.250141P1 tat Whl. 40 R3748W 96 it 0.635* Ad 9141531, 886. 42 P35a9 13 8x38'RTHl9t2 30x9B'Ph91H1`B(2 44 P3312 Snlhseaa, 98 8504 45 Po4332 P Put lrtHob 48 P 3438 Hot 30k, TheeaL'or 47 P4438 HS atilt truSeit If 46 P4352 Set. 84t..05 Oat.. firx 6/r s 49 P3713 *Firma Oa cat. Last NRZCTah. 05280* SI P 3881 Timpora7 Lit (e •/O) 57 P3813 CINelht Bev) 53 Ghat. laud 54 Glass. Sash 64 u 63 64 6i 66 67 a 69 76 71 n Pt32111 P3218 P.3215 1+3321 P3581 P3225 P3029 P H8028 8-1112 $8028 P3113 Spacer (see eht 3) Screen Rams Iork. Beam Ram. Vat Sates From Comm Kay Screen CIA, 18s 1S Fhagiae Beam Spim..155 Was., Bk Screen P1TW Semen Spiky, SS NWR » Sit WM..WC, Gang Bad Sub vO 6wINd Ben. .350110 Saw Support to WC PVC FRAME FIN -6026 1.160 PVC SASH BTM. RAIL -8028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL -8004 PVC FRAME FLANGE -6031 REINF. FIXED MTG. RAIL -1499 1.440 ALUM 8063 T4 PVC FIXED MTG. RAIL -6001 ul6• z17 REINF. SASH MTG. RAIL -1497 FR HOOK IMPACT (SH SILL) REINF. S.B.R tS.S.R -1498 ALUM 6063 T-6 PVC GLAZING BEAD -6016 ALUMINUM 6063 -T8 ALUM 6063 T-8 PVC SASH STOP 6029 3/16'- I 21? ----..I f L_ t/1S" ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 1- 1118`-0 1 PVC SCREEN SUPPORT - 6014 y�— paossarsawssa C41KIDFMML -.4 717E a5ORMA113NCnKtAa® IN MS ORSIMS1319 11$ SOLE PROPERS1 e vnwCW5Y$TEi6s. ac ANY ZION IMPART OR ASA8HOtBVp�v WRITTEN PEt1a38IcN OFC49TOM WON/ GYMS. RS:f9PR01�F7�. PVC SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM 6063 -T6 A ( UPDATED PER NEW FBC REQUIREMENTS 107!07108 Z. 0 T- SW 44TH AVE. A FLORIDA 34474 EXTERIOR FINISH BY OTHERS 2 BY SUCK SY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS SW 44TH AVE. A FLORIDA 34474 NTS &Y. LETTER A CWS -155 6OF8 DRYWALL BY OTHERS (N. taw (MIN EisEDMENT) DRYWALL BY OTHERS DRYWALL BY OTHERS 2 RAIN EDGE DIST.) CONCRETE/MASONRY BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR. 3118° GA. MASONRY SCREW MWNEOPRENE BACKED WASHER TNRU SCREW SUPPORT CAULK BETWEEN B UCK AND OPENING B Y OTHERS 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER �8 8 2 UNE (MIN EMBEDMENT) ) I 4;4. •:A 1W MAX SHIM (SEE NOTE 26 3 ON MIT. 2) 2 BY WOOD BUCK :• BYOTiER3 A. • INSTALLATION ANCHOR.110 DIA ▪ WOOD ANCHORWI EOPRENE A A *BACKED WASHER THRISCREW ▪ • SUPPORT A PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR. 31W DUN. MASONRY SCREW wRNEOPRENE BACKED WASHER THRU SCREW SUPPORT WINDOW FRAME SILL CAULK UNDER SCREW HEAD BYINETALLER CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR. 3/18' CIA. MASONRY SCREW *NEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH B Y OTHERS CCNCRETEMASONRY BY OTHERS VERTICAL SECTION W FRAME (MASONRY) 1M' MAX SHIM (SEE NOTE 2 & 3 ON ENT. 2) SILL STOOL BY OTHERS USE SOW WOOD SUPPORT TO WAKE SILL LEVEL BY OTHERS (MIN EMBEDMENT) EXTERIOR FINISH BY OTHERS ®HORIZONTAL SECTION FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME NU. PERIMETER CAULK BY INSTALLER ELT. FINISH BY OTHERS EXTERIOR FINISH BY OTHERS ® KkSHORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3N1S' DIA. MASONRY SCREW wiNEOPRENE BACKED WASHER THRU SCREW SUPPORT F– t— V4' MAX SHIM I (SEE NOTE 2 8 3 ON SET. 2) EMBEDMF_N7) CONCRETEMASONRY BY OTHERS EDGE DIET.) A awl s r oe�Ay. •,,LOCO SW 44Th AVE. ...rOALA, FLORIDA 34474 CAULK BETWEEN BUCK AND OPENING BY OTHERS (MIN. EDGE DUST.) PROPRETARYAN/ CONNINTIRL t ° ." . 2"" " THE NFORYAT G TNEU IN Trio I MM O IS THE 801E PROPEIMY '� E . ROONSYSTEMS INC. AY REPRODUCTION NPART ORASAWHOLE - YNTIEA F PERMISSION CUSTOM WTEIDE YSTEYB. NC. IS PROW 7 OF 8 L114° MAX SHIM (SEE NOTE 283ON SHT.2) 1K' MAX SHIM (BEE NOTE 2.4 30N BHT. 2) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER CAULK BEHIND FIN BY INSTALLER A I UPDATED PER NEW F8C REQUIREMENTS _I 07107/08 EXTERIOR FISH BY OTHERS SHEATHING BY OTHERS 800 SW 44Th AVE. FLORIDA 34474 .4');+ r:o °:8100 "CWE -185 'BOF8 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer. Custom Wiindow Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lamas P.E. 2. Test reports: a) Report No.: NCR 210 - 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame Installation. TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *75.0psf design pressure, 10.13 psf water Infiltration TAS 203-94 Cyclic Pressure Loading ±75.0psf design pressure b) Report No.: NCTL 210 - 3188 -2A, signed by Gerard .1. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1998 Cyclic Load Test, *75.0 psf design pressure c) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t87.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168-3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin installation ANSI /AAMA/NWWDA 101/1.5.2 -97 Design pressure: ±67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, *67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Lomas P.E. PI, 0111111 R 0 ,'7, vJ vtGEN,;• :T+cft�'!. *± lo,,.6251/r • • 1. .,� S'" STAT OF •ecr j• -Q0.. -.. A.. --O ,A. `, '`` r•r••►��:, ,:• a 'w.p /OMAL e n /�• r 4y," 1 //tin' 111 Luis R. Lomas, P.E. FL No.: 62514 07/16/2008 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmars, NC 27012 336-945-9695 Umftations and Conditions of use: Engineering Evaluation Report Report No.: 510484A Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 83" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact lly to 53 1/8" x 76" 4711/16" x 3311/16" t 67.5 psf Large and Small Missile Impact • Units must be glazed with • %." IGU consisting of outboard lite 1/8" Ann — Air -5116" laminated inboard lite consisting of 1/8" Ann — .090" Dupont Butacite PVB interiayer -1/8" Ann per ASTM E 1300. • Dupont Butadte PVB interlayer per N.O.A. 05- 1208.02 • This product Is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document, CWS -155 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). tigii S:il:Jr, a ott l I i Ate,', 0 6L 0. .r • • • te... 1▪ 3 TAT OF � 2 of 2 oR Luis R. Lomas, PE. • 's /�� /10NAL �� FL No.: 82514 ��1l1!ltlttti�� 07r1812003 Florida Btdlding Code Online BCE Home Log In http: / /floridabuilding.org/pr /pr app dtl. aspx? paranr- wGEVXQwtDgvngvMZSg39JzuQ3rGVa... User Registration i Hot Topics Submit Surcharge I Stets & Facts g Pub&atbns FBC Stair t BCS Ste Map { Wks '. Search Product Approval USER: Puble User Product Approval Meng > Product or Aoopeatbn Search > AofBeatbn List > Appiratlon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone /Email Category Subcategory FL7067 -R3 Revision 2007 Approved ET! Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cx Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Windows Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Roberto Lomas Florida Ucense PE -62514 -7 471 1 of 3 6/15/2010 3:17 PM Florida Bililding Code Online http: / /floridabuildingorg/pr /pr app dd.aspx?param wGEVXQwtDgvmjvMZSg39JzuQ3rGVa .... Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE M Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/WDMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, DP = Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact).odf Yes F17067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Created by Independent Third Party: Yes - 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111° x 63 °, XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: Yes Installation Instructions FL7067 R3 II CWS -232A (HS -8200 Impact XOX).odf Yes FL7067 R3 II DuPont PVB NOA 05-1208 02.pdf FL7067 R1 II DuPont SGP NOA 07- 1116- 04.odf 2 of 3 6/15/2010 3:17 PM Florida Building Code Online http: / /floridabuilding.org/pr /pr app dtl. aspx? paranr— wGEVXQwtDgvmjvMZSg39JznQ3rGVa .... Design Pressure: +60/ -60 Other: Large Missile, 111° x 63 °, XOX, +/- 60 psf. FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Evai Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72° x 63 °, DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS-186A (HS -8200 Imoact 72x63).odf FL7067 R3 II DuPont PVB NOA 05-1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 A6 510486A (Eval Rep HS-8200 Impact X0 72x63).odf Created by Independent Third Party: Yes Isacki (Next! Department of Community Affairs Florida Bulking Code Ondae Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement i AccessIh©y Statement I plug -in Software I Customer Service Survey I Contact Us Product Approval Accepts: 3 of 3 6/15/2010 3:17 PM HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) Z4"_ MAX. UNIT WIDTH 3ei MAX. SASH WIDTH 49 13118' GLASS DLO .32 3116' GLASS DLO "LUX" & 'WO" MAX. SIZE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS„„...... I ANCHOR SCHEDULE AND DESIGN PRESSURES & SECTIONS & ALT. EXTRUSIONS & BILL OF MATERIALS—. «....5 INSTALLATION 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 3) 3. CONFIGURATIONS:'QIX° OR'X/0- 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 54 FOR ANCHOR DETAIL. B. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. IL REFERENCE TEST REPORTS: HORIZONTAL SLIDER 'OAC,'X70`: NCTL•2104197 -18, NCTL- 210 - 3157 -1 9. SERIES! MODEL DESIGNATION H8. 10. 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. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM OX ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. IDni7A1& WwNOOw SYSTEMS ALA, FLORIDAVENU474E ERAL NOTES & ELEVATIONS - LARGE MlS611E IMPACT -PVC HORIZ.. i, WW1"' BAT 7E• 7/15/2008 PROPRETARYARDOONFOOMOAL .° • : 1...'i THE INFOiWAT10N CANTAaeDwoos DMWNO IS 'RESOLE PROPERTY T�i¢IS' , ..< NO.: Low NTS GWS 157 WRITTEN RTES NO AY M ASA WHOLE FL P.E: WRITTEN PERMISSION aF+ OSrou WINDOW SY a3S. H CISPROMRTeo • • - A - I OF ce - `ry fx a -.,A,.. • .,t ,.. Xa. ∎:.(I' 4!. V. e, �'�'` ~. 49_. T, a ,♦ If f'1. IWA MAX -1 4' MAX (TYP) ar MAX )O.O J SEE NOTE 8 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. • D BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC • ' BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.311 DIA. ELCO 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 2112' SHALL SE ACHIEVED. 010 D SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318' INTO 2 BY WOOD BUCK. 6. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80, GRADE N. TYPE 1 (OR GREATER). PROPIWITEIOCONROBITIAL _ TNS NFORYA7ION OONTANED SDDRONNGIS THE SOLE PROPER1YOFCIRT®A WINDOW SYSTEM. *CAW OUC ION N PART OR AS A WE= Imam THE WRITTEN PERME/MONOFCU3TOM WINDOW SYNT910. NC.BPRONRIED. ANCHOR LAYOUT - (FINI NANarN INSTALLATION ANCHORS TYP. SYSTEMS AVENUE 34474 I. R' C FAtiO'CpNfAB NO.S2814 4 _ Ca 20F8 MODULAR SUPS (UNIT WINDOW SEM HEIGHT(IN) WIDTH (IN) GLASS TYPE 24 3/4 A,B 17 7/8 +60/ -60 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 431/2 47 1/2 +60 /-60 +601 -60 +60/-60 +60/-60 +60 /-60 +601-60 +601-60 +60/-60 27 112 A,B +60/ -60 +60/ -60 +601-60 +60/-60 +601.60 +60/-60 29112 31 1/2 A,S A,B +60/-60 +60/-60 +60/-60 +60/-60 +601 -60 +60 /-60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60 /-60 460/ -60 +60/-60 +601 -60 +60 /-60 +60/-60 +60/-60 +60/-60 +60 /-60 35 1/2 39 1/2 41 1/2 A,B A,B A,B +601-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +btu -60 +60/-60 +601-60 +60/ -60 +60/-60 +60 /-60 +60/ -60 +60/-60 +60 /-60 +60/-60 +60/ -60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/-60 431/2 47 1/2 51 1/2 A,B A,B +60/ -60 +60 /-60 +60/ -60 +60/-60 +601-60 460/-60 +60/-60 +60 /-60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60-60 +60 /-60 +60-60 +60 /-60 A,B +60/ -60 74 A,B +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60 /-60 +60/-60 ' +60/-60 +60/ -60 +60-60 +60/-60 +601 -60 +60/-60 +601-60 +60 /-60 +601-60 COMMODITY SIZES (11P-TIP) HEIGHT(IN) W B]TB (IN) GLASS TYPE 19 1/8 38 3B 50 5/8 551/4 26 A,B +60/ -60 +60/-60 +60/ -60 +60 /-60 28 1/2 A,B +60 /-60 +601-60 +601 -60 +60 /-60 37 A,B +60 /-60 +601 -60 i +60 /-60 +60 /-60 A,B +60/ -60 +60 /-60 +60/ -60 +601 -60 75 1 4 A,B _ +60/-60 +60/ -60 . + . + 1 +60/-60 3/4. OVERALL UB' ANNEALED GLASS 5116" AIR SPACE 5118' LAMINATED Fr ANNEALED GLASS 5.52' DUPONT PV8 INTERLAVER 1/8' ANNEALED GLASS QLASSTYPE A GLASS BITE 314' OVERALL 1/S' TEMPERED GLASS 51W AIR SPACE 6 %8' LAMINATED tter ANNEALED GLASS 3/92' DUPONT PVB INTER3AVER 1AT• ANNEALED GLASS GLASS TYPE B 1 GLASS BITE • TICNPORMATIDNCONr•TRD Tpas DRAWNGIS THE sac PRCNEi1Y WOom BYBTEMS. NC. ANY REPRtO=fION M PART on AS A WNELE WRR7ENPERUISSION OF CUSTOM WINDOW SYSTEM, Dm. US PRp'SST®.;,,; NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. I UPDATED PER NEW PBC REQUIREMENTS 07/07/08 i WINDOW SYSTEMS ,�8p03°WAVENUE t*LA, FLORIDA 34474 P CHART & GLAZING - LARGE MISSILE IMPACT An, rrA et" :4 D H.P.E. 182514 • . RIZ. SLID y WN MY: BAT TE: 7/15/2003 8200 CWS -157 3OF8 IMPACT HOOK SPACING: 1) JAMB HOOKS: A) S' FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL 2) SASH CATCH: P4 2-W FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 25 W4°. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN W. IMPACT HOOK SPACII+KM: 1) HEAD HOOKR_ A) S' FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61914. _MINER HOOK 9 NW FROM EDGE OF MTG RAIL. 2) SANK TCH: • 2 I/2 FRom SASH CORNER TO EDGE OF CATCH. 21) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN U4. DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AND CONFR ERIAL THE INTpRW1TION CONTAINED N NN DRAWIND IS T1€SOLE paonwre Cf WINDOW SYSTEMS. INC. MIY REPRODUCTION IN PART OA ASA WHOLE WILi01/TIRE =TEN PE J OF CUSTOM WINDOW SV$TEMS, P .NPROMERFT c yL. RO EATATI M!S FL. P. 610.142514 -o; WINDOW SYSTEMS .1900 S.W. 44TH AVENUE {¢ALA. FLORIDA 34474 VIEWS 6 ALTERNATE FIN FRAME -LARGE MISSILE IMPACT FVCHORR s)J " "'" SAT • 7/1512.003 LEIIWt NTS LLNU CWS•157 . A 4 OF 8 Items Parte Deaeripdon 3118- Q CORNER I 148091 W1ah R., sit eft, WG FIMd CONSTRUCTION CONSTRUCTION 2 1.5231 Wirt R., BH w/R3., Wta Si 3 21115. 1 2 00 _ .._.�J. !I di 2 fie, I i , l . 11 . 11 3 94.8031 f Pr.,Sit laA B.. WCL,b. ' _ r •� I I J I t 618 III 4 1443031 t Vein Ft, SH wit.. PVC, R.A. 5 15201 Ass. R01 Fxd. &1488 Reid. Rd. 9 9115' - _ - (tAL SID WELD \6 T 14$027 Sash WeeL Rat Wo 6 141491 Rent Sash Itch.la$1 -- =T— 7: . J —J+ PVC SASH MTG. RAIL -6027 CO WELD ou. MET R 146029 Sash &Corn Ras, WC (S.S.R. to HS) w 9-1499 P1eYt s e euss.R Firix. PVC FRAME FLANGE -6031 1. RAIL SCREWIED TOGETHER W1714 ouresFsmte 94 4 12 12 8-1878 Rolm. track PVC FRAME FIN -6026 13 5 6018 3/ 4,Ft Gk. Bd., 3/d, ibrk. 14 84016 Gk. 1111.,314'.Ald.. Vert. 0 1 15/t8' 5tB' I 0 1n5 I3 56018 flk. 5d, 3/4`.Sastr, Herd lit. � 16 86016 Gk.5d..3/4.802h.Vert. 113178' ! Al 1SSP I _ F7 86013 Som AdNHt. w/Fb WGIbis. _I [_�I .j 71' LII 1 yts. l8 84014 Sem.AdapL.RVC,VeR • t III .� p SASH MTG. RAIL -1497 ALUM. REINF. 6063-T6 20 S4576 Race O Hadr. Jos, PVC. FB 17he --.J 21 81996 sash CYdah. PVC. 1+Pac7 23 8,1504 �p PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL-6004 PVC SASH SIDE RAIL-6028 23 ti1504 Rolm Rolm 24 P3763 Lock bpaet, PVC 23 P.3784 Keeper. beset, PVC 26 113215 Weep Cover w/ Rap �' 1 114` 1 1/4 27 113893 Raird. Rate, FAIR yq. o 3N5` -"1 $ 1131168 tYmp, Oslo x .187 back PinSovl Gray --"' (" -__•- A_ t• j � '. �, ROLLER TRACK -1678 .L PVC SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 S.B.R./S.S.R. -1498 Hs. ALUM. 6063-T6 ALUM. 6063-T6 ALUM. REINF. 6063 -T6 ALUM. REINF. 6063-T6 GLAZING BEAD -6016 11i8° I ei 39 1+3786 98x2.000 Ph FR WS 30 91112 Red g Bead 31 113768 SS x 0.626 RI 841543 32 PQ M/ e5 x 7 z e RI RHIEK. wit , _,. 33 P•3746W 58 a 0.825 Cued RI 7134. wht 34 P4010 Bub VW/1w/ FRad Rasa. 350 High 3118• 1/15' 15/15' sib• 11r� •-� Q, PVC SCREEN CATCH - 6013 35 1.3531 i5 x 9!r Screw, REM tapeatH#IDIr 34 1133 Seam$cataa Su6504 ._, :�. 37 13752 Cap Rig. 1/2' lids T 7B' j PVC SCREEN SUPPORT - 6014 39 113438 Ha Mal, TruSeet.-Ht 39 P3438 I1otlAet. TrlrSeal'Ft` 2112' ANCHOR CLIP, P-3780 FRAME IMPACT HOOK -1577 7n5- «j —3115• AWMWUM 6063 -T6 ALUM. 6063 T6 (HS HEAD) - .tl. -1. IIMMIIIIIIIN 40 113352 Ste. Mr. 85 Out, 11W x 518` x r Lg. u P1s738 Hs-ears aaaa:H.Labe7,t Tab,�ctMane 42 x3851 Temporary Lbl. (NFROCCI 1.-- 43 14813 CRS LW. ( 1 lne-- N n -2&18^ - 318' 1516' • a- --"I SCREW SUPPORT - 3113 44 _ Glass, Fixed 44 Glass, Saab A ] UPDATED PER NEW FBC REQUIREMENTS 107/07/00 46 83281 Spacer. pcaSeat Rod 1 j V2', •A 1t /16' 0 V4 T t. 1'I1 4" i 4 - ` * ,. ''` ,. M, .00ALA. • rc . r,.1 fir.. • •%.'''' • • L �i rR- 82514 a t`.�,. .. - -�.. e- 47 P3281 Steiner. ppa8'eal,Sash 48 P4218 Screen Fount Herd. 49 P4216 Screen Rama, Merl. y�Q't' w44TH s13aMS 1 S.W.4RHAVENUE FLORIDA 34474 3o P4321 Screen Rama Cana KW %a FRAME IMPACT HQ K- ALUM. 6063 -TB (HS .0,- PLAN VIEW OF ANCHOR CLIP . RI P3581 Screen Clotr.18418Faergiass 5z P.32a8 Screen: • = ..155Da.,Mk. SOM. - LARGE MISSILE IMPACT 13 L 113022 Screen Rd Tab MOTE: ITEM 1 B IS NOT USED IN THIS PRODUCTS ws18r: tr. .. D BAT 7/15/1008 34 _ P3033 Screen Spnp, SS z~ . 79411 91108YATgNCORTANED eNAKRxi1S h MOM SYMMS. Oa MY REPRODUCTION IM PART OR AS A� r' WRITTEN OF CUSTOM IDOWSYMMS. INC. 15 PROMB a 55 9.1577 Frame Catch. Head PVC, H15 8 AIM ` CWS857 R6 8-1468 Rdnf.88RJS.& Vert SR 83173 Screw . .,.. WC tY.trrittt ttH: ?.., A 5018 • „TALC IH✓�i EMBEDMENT) -11- Ur MAX. SHEA (SEE MOTE 2 8 3 ON SHT. 2) CAULK BETWEEN SUCK AND OPENING SY CIDERS 2112' MN. EDGE DIET.) C.EAAHOR 114' MAX SHIM (SEE NOTE 2 & 3ON SST. 2) INSTALLATION ANCHOR, 3/W CIA. MASONRY ANCHOR. ANCHOR CUP 1 9lB• (MIN. EMBEDMENT) �4►A:4 • • INSTALLATONANCHOR. . 4J10 WOOD ANCHOR. 4r b4 e • &CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETEMASONRY BYOTHE RE P C . 41 • . rp' • . •a 0• 0 • • . • • •. • (MIN. EDGE ▪ DIET.) I BY WOOD BUCK BY OTHERS p "•• ••p•�i' EX�THERR FINISH BYP TER CAUUC WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER AALLL CAULX EXTERIOR FINISH BY OTHERS IILC (MIN. E ABEDMENR) j 114 MAX SHIM (SEE NOTE 2 E 3ON SHT.2) a. • •. 4 MASONRY CONCRETE/ a • i4 4 Iti BY OTHERS •4 • • • • 4• a . . • • a • a • a 2 BY WOOD BUCK a OTHERS a • 1 BY WOOD BUCK BY OTHERS • ANCHOR CUP INSTALLATION ANCHOR 3/16' CIA. MASONRY ANCHOR INSTAUATONANCHOR. 3/18' DIA. MASONRY ANCHOR. °� ••:� P. .is. i .Y..•• • :. • sa • .• aP ANCHOR CUP • +s. •1f • • I • ° •. .P P• • • • . • • : • PP•° ►• . • • • • :• • •••s. 0. •P•• . Pa 114' MAX SHIM (SEE NOTE 2 &3ONSHT.2) BY WOOD BUCK BY OTHERS • E]TTERIOR FINISH BY OTHERS WINDOW FRAME JAMS BY PERIMETER CAULK INSTALLER (E ^N HORIZONTAL SECTION NIV CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR. 3/18. OW.. MASONRY ANCHOR. P.• •0ot ••e p;' sp.e • • *P 8 ��• •p•_• B. y• •0.e B D g' a Jf p'P •D �'•► sp.t ►.e•. .4•D CONf7RETE/MASONRY-./P 4• •4 �4 4• BY OTHERS 44* • •O •• •a r � - •� EXTERIOR FINISH HORIZONTAL SECTION CUP (WOOD) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT.2) (1 EMBEDMENT) r 1- B 0. LUZ BY OTHERS (trIALTERNATE PRECAST SILL DETAIL CUP (MASONRY) SY OTHERS (MIN. EDGE DIET.) I 1/4' (MIN. EMBEDMENT) 2 1l2' (Mid. EDGE DIET.) ®VERTICAL SECTIO N CUP (MASONRY) THERS CONCRETE/ MASONRY BY O PRONNETARY CONMENTL111. TFIE FORMATION =RAPED N THISORAWVIB BTEE SOLE PROPERTY OF WHAM Ar arise. ex. ANY RFPApE1OTION W PARTONASAwn=amour T!(�?` "' aFL. P.84O. MP �'•"zST'e wantN PER AISSIONOFCUSTONW000W SYSTEMS, INCAS INIONNITED. UY. LCR ItK: A SAT • 71t5/2008 7W[s GWS -157 biRttl: B OF CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETSMASOMY SY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS DRYWALL BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR. 3W DIA. B W SHEER THRU SCREW SUPPORT ,1Ar MN. EMBEDMENT) (WIN EDGE DST.) r- ••: ... • A DRYWALL BY OTHERS • • INSTALLATION ANCHOR, • IIOWOOD ANCHOR WA 4 NEOPRENE BACKED • • • WASHER THRU SCREW A • SUPPORT. II A BYOT�RS SUCK •••• A err (MMN. EDGE DIST.) DRYWALL BY OTHERS WINDOW FRAME JAMB I BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD 1W MAX SHIM (SEE NOTE 2 8 3ON SHT. 23 CAULK UNDER SCREW HEAD BY INSTALLER LUC MN. EMEDMAENT) INSTALLATION ANCHOR. 311W CiA. MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR. 3116' CIA. MASONRY SCREW w1NEOPRENE SACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW BY � ALLER WWINDOW FRAME PERIMETER t I CAULK BY INSTA FINISH • 22I •••• ••• •. ►. • •• • • •• A• •• • A. $••.•�. `l• .5 a•••� •; •.• :. ::i.�p �•,•:•. HIGH STRENGTH STRUCTURAL GROUT BY OTHERS �Hs MAX SHIM (SEE NOTE 2$SONSHT.2) CONCRETEIMASONRY BY E (MIL EDGE DST.) (Ft‘_VERTIDAL SECTION ZI FRAME (MASONRY) S1 STOOL BY OTHERS USE SCUD WOOD SUPPORT TO MAKE SILL LEVEL. BY OTHERS (MIN. EMBEDMENT) PER3AETER CAULK BY FAISTALLER EXTERIOR FINISH BY OTHERS ©HORIZONTAL SECTION RRAME @AASONRY) WINDOW FRAM SILL. PERIMETER CAULK BY INSTALLER EVERTOR FINISH OTHERS WINDOW FRAM ,IAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ®HORIZONTAL SECTION FRAME 00000) INSTALLATION ANCHOR, 3(0)" DNA. MASONRY SCREW a IN EOPREN E BACKED WASHER THRU SCREW CAULK UNDER SCREW BY INSTALLER -Ur MAX SHIN ' (SEE NOTE 283 ONSIM2) CAUU BETWEEN BUCK AND OPEN= SYOTHERS ►, �O.i s•e►•s.i 1;:,,,; .0. .0►-s ►s. i s 0 r• s t• p (s s ••'a•p b•�4 t.. 4•-'►-•i P•: D.1 if --d LW �• J (MIN. EDGE DIST.) BY OTHERS (\ALTERNATE PRECAST SILL DETAIL ',.Z/ PRIME (MASONRY) 7' EMBEDMENT) Al UPDATED PER NEW FBC REQUIREMENTS [077/08 WINDOW SYSTEMS `1808 S.W. 44Th AVENUE Ot�ALA. FLORIDA 34474 • INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT c 6 • • •mod _ ,PVC HORIZ. SVDE Ea w"°'' SAT Peareer AmaecomODiRAt •. L MmisPO COMAS :.11500 N TS THE NFOmEATgNcower= eaves OWING W THEME PROP6qI�OF wB�IDpw ST6T9Lq, NIL ANY Nf3RODUCTONN PART OA AS A WNIDLE.WtR70!IT FLPf<NO 82614 a • .uLtum.K: A WRITTEN PEN/ IOFCUSTOM W I N D O W $tl8TBAS. NRISPRONI c, `� .. Al 7115/2008 '`° CWS•157 6Y1re1: 7OF8 (r) VERTICAL SECTION FIN (WOOD) 2 BY WOOD SUCK BY CDHERS INSTALLATION ANCHOR. AS WOOD SCREW 114* MAX SHIM (SEE NOTE 2 & 3 ON SW. 2) LIM MN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW FRAME JAMB -WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER (UN HORIZONTAL SECTION k.B.I FIN (WOOD) L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 810486A 336 -945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Codified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 067.5 psi design pressure, 7.75 psi water infiltration TAS 203-94 Cyclic Pressure Loading *60.0 psf design pressure b) Report No.: NCTL 210 - 3167 -1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1888/E 1996 Large Missile Impact Test, Level 0, WInd Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0 psi design pressure AAMA/NWWDA 101/1.8.297 Design Pressure: 060 psi Water penetration resistance: 7.75 psi 3. Anchor calculations, report number 510163A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psi • Maximum unit size: 74° x 54' • Maximum D.L.O.: 33 3/16° x 4913/16° • Units must be glazed with'/•° IGU consisting of outboard fete 1/8° Ann —Air -5/16° laminated inboard Re consisting of. 1/8" Ann — .090° Dupont Butacite PVB interiayer -1/8° Ann., per ASTM E 1300. • DuPont Butacite PVB interiayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't hap nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)ev`" ' ` ` • • ; r . 1of1 •4. 1 • r . • LShare Florida Building Code Online (All interests Bus nes Protessi Regulation Login Sin up & saw your favorites BCIS Home €'. Log In User Registration ( Hot Topics 4 Submit Surcharge 1 Stets & Facts I Publloetlons t FBC Staff P BCIS Site Map Product Approval USER: Public User product Approval Menu > product or Application Seen*, a n Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Ralph Emrninger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Roberto Lomas Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE E Validation Checklist - Hardcopy Received Certificate of Independence p 7067 R3 COI 510485A fEval Rep HS -8 00 react XO 74x541.o. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code www.floridabullding.org /prier app dtl aspx7param= wGEVXQwtDgvmjvMZS... Standard Year AAMA/101/I.S.2 -97 1997 AAMA/WDMA/101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1/2 7 001 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 FL* Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resist:nib Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, Yes HVHZ: Yes DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Imoactl.odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Micron NOA 06 -1220 01 odf, Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eva! Rev HS -8200 Impact Created by Independent Third Pa . 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111° x 63 °, XOX —......' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 111° x 63 °, XOX, +/- 60 psf. Installation Instructions FL7067 R3 II CWS -232A (HS -8200 Impact XOXI.odf r„ FL7067 R3 II DuPont PVB NOA 05 -1208 02.Ddf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.odf FL7067 R3 II Mlkron NOA 06 -1220 01.odf Verified By: Roberto Lobes 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B(Eva!Rep HS -8200 Impact XOX 111x631.odf Created by Independent Third Party: Yes 7067.3 Slider ct HS -8200 act w/ Alum MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 72° x 63 °, DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x631.odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Micron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 A 510486A (Eval Rao -8200 Impact XO 72x631 odf Created by Independent Third Party: Yes Igeell Contact Us, :: 3940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EED employer. Copyright 2007 -2010 State of Florida :: prNOCV Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterdadbonstate.f.us. Product Approval Accepts: E www.floridabuilding.org /pr /pr app dtl. aspx?param=wGEVXQwtDgvmjvMZS... 2/2 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 1121/4• MAX OVERALL FLANGE WIDTH 111' MAX UNIT WIDTH v vv vv vv TABLE OF CONTENTS GENERAL NOTES & ANCHOR SCHEDULE AND NOTES......... .2 DESIGN PRESSURES & GLAZING.._..._ .3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS ..... _. INSTALLATION DETAILS »6.7 53 3/4• GLASS DLO 5813/16• GLASS DLO 23 3/4' GLASS DLO MAX SASH WIDTH v v 56114• GLASS DLO 59 9/16• MAX SASH HEIGHT PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X• 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 64 /4. 8. REFERENCE TEST REPORTS: MAX NCTL 210 - 3459 -1, NCTL 210 - 3459 -1A, NCTL 210- 3459 -2, NCTL 210- 3459 -2A FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 10. 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. 63• MAX UNIT HEIGHT PROPRIETARY AND CONFIDENTIAL 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, INCAS PROHIBITED. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Fimida PE Location: 1432 Waodfotd Road Lewisville, NC 27023 Date: 2008.07.181450:38.0400' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 k� \YIi I f/ /// R t O��ii��i 0 TAT OF 4,41if. WINI)OW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT p'HI S MOOtL. JHAWN 11Y: AAJ Ste: NTS DATE VWQ NO SHEET: 1 OF 7 PVC HORIZ SLIDER 7/8/2008 • 8200 " CwS -232 'tV. LETTER: A 4 X E* 0 X <=1 vv TABLE OF CONTENTS GENERAL NOTES & ANCHOR SCHEDULE AND NOTES......... .2 DESIGN PRESSURES & GLAZING.._..._ .3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS ..... _. INSTALLATION DETAILS »6.7 53 3/4• GLASS DLO 5813/16• GLASS DLO 23 3/4' GLASS DLO MAX SASH WIDTH v v 56114• GLASS DLO 59 9/16• MAX SASH HEIGHT PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X• 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 64 /4. 8. REFERENCE TEST REPORTS: MAX NCTL 210 - 3459 -1, NCTL 210 - 3459 -1A, NCTL 210- 3459 -2, NCTL 210- 3459 -2A FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 10. 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. 63• MAX UNIT HEIGHT PROPRIETARY AND CONFIDENTIAL 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, INCAS PROHIBITED. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Fimida PE Location: 1432 Waodfotd Road Lewisville, NC 27023 Date: 2008.07.181450:38.0400' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 k� \YIi I f/ /// R t O��ii��i 0 TAT OF 4,41if. WINI)OW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT p'HI S MOOtL. JHAWN 11Y: AAJ Ste: NTS DATE VWQ NO SHEET: 1 OF 7 PVC HORIZ SLIDER 7/8/2008 • 8200 " CwS -232 'tV. LETTER: A s° MAX (TYP) � f 6° MAX (1YP) 18' MAX O.C. (TYP) B MAX O.C. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ANCHOR LAYOUT - (FLANGE). THRU FRAME & CLIP (MASONRYOPENINO) f 4" MAX - (TYP) 4 MAX - 0YR) 8 MAXO.C.- INSTALLATION ANCHORS TYP. 8' MAX O.C. (NM t t ' X 0 0 ) I X I I NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ANCHOR LAYOUT - (FLANGE). THRU FRAME & CLIP (MASONRYOPENINO) f 4" MAX - (TYP) 4 MAX - 0YR) 8 MAXO.C.- INSTALLATION ANCHORS TYP. 8' MAX O.C. (NM PROPRIETARY AND CONFIDENTIAL 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, INC. IS PROHIBITED. ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) DETAIL B Dbyta ly signed by Florida PE Location: 1432 Woodford Road LewlsvDo, NC 27023 Date: 200847.181450:16. 04'00' INSTALLATION ANCHORS TYP. Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 e 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT HtHIES: JHAWN BY: SATE: PVC HORIZ SLIDER AAJ 7/8/2008 SCALE: NTS utL 8200 G. NO.. CWS-232 REV. LETTtR: SHEET: A 2 OF 7 I I X 0 ) I X I I PROPRIETARY AND CONFIDENTIAL 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, INC. IS PROHIBITED. ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) DETAIL B Dbyta ly signed by Florida PE Location: 1432 Woodford Road LewlsvDo, NC 27023 Date: 200847.181450:16. 04'00' INSTALLATION ANCHORS TYP. Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 e 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT HtHIES: JHAWN BY: SATE: PVC HORIZ SLIDER AAJ 7/8/2008 SCALE: NTS utL 8200 G. NO.. CWS-232 REV. LETTtR: SHEET: A 2 OF 7 MODULAR SIZES (UNIT WINDOW S>ME) HEIGHT (IN) WIDTH (IN) GLASS TYPE 17 7/8 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2. 54 63 47 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 51 1/2 A,B,C,D +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 741/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 85 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 90 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 96 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 102 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 111 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 COMMODITY SIZFS (TIP-TIP) WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 53 1/8 A,B,C,D 75 1/4 +60/ -60 +60/ -60 551/4 641/4 +60/ -60 +60/ -60 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 82 1/4 90 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 100 1/2 112 1/4_.-) A,B,C,D A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 ( +60/ -60 3/4° OVERALL 1/8° ANNEALED GLASS 5/16° AIR SPACE 5/16° LAMINATED 1/8 ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4° OVERALL 1/8' TEMPERED GLASS 5/16° AIR SPACE 5/16' LAMINATED 1/8° ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS GLASS TYPE A GLASS TYPE B ACTIVE SASH GLASS PROPRIETARY AND CONFIDENTIAL 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, INC. IS PROHIBITED. 7/8° OVERALL 3/16° TEMPERED GLASS 1/4° AIR SPACE 7/16" LAMINATED 3/16' ANNEALED GLASS 3/32" DUPONT SOP LAYER 3/16° ANNEALED GLASS GLASS TYPE C D lgItaly signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 D ate: 2008.07.1814:48:64 - 0450' FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8° OVERALL 3116° ANNEALED GLASS 1/4° AIR SPACE 7/16° LAMINATED 3116° ANNEALED GLASS 3/32° DUPONT SGP LAYER 3/16° ANNEALED GLASS GLASS TYPE 0 AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE :DP CHART & GLAZING - LARGE MISSILE IMPACT bErutM: PVC HORIZ. SLIDER MODEL: 8200 -DRAWN BY: AM sue. NTS .1.11t14: A JA FE: 7/8/2008 JWG. NO.: CWS-232 SHEET: 3 OF 7 OVERALL SEE GLASS TYPE w 4� EXTERIOR INTERIOR FLANGE HEIGHT DETAIL SHT. 3 . c ® / i "' • f:' e 4i %li 10w I1 4, UNIT HEIGHT C TYPICAL VERTICAL SECTION 4 NOTE: SHOWS FIXED LITE CUT AWAY 4 ® TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUT AWAY OTE: ITEMS 27, 29, 36, 41, 42, 43, 53, AND 54 ARE USED BUT NOT HOWN FOR CLARITY. C) TYPICAL HORIZONTAL SECTION DETAIL A (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED F UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. 2) SASH CATCH: A) 2 -1/2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4 °. C) INNER HOOK 3 7/8° FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4 °. DIgitatly signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1614:4925 -04'00' PROPRIETARY AND CONFIDENTIAL 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. INCAS PROHIBITED. AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 • 9,e E r` '��s, 0 1 ' tor %3. TAT OF '3FS : Item 0 Port 9 Description 1 H.6031 Main Fr., SH, w/R0., PVC, Head 2 3 H8031 1+4031 Main Fr., SH, wing., PVC, Se Mein Fr., SH, w/Rg., PVC, L Jb. 4 1.1.8031 Main Fr„ sH, w/Fg., PVC, R. Jb. 5 H.1681 Heavy Meet Raft MOM, Fxd 7 146027 Sash Meet Rak, PVC 8 H-1497 Refit. Sash Meet Rao 9 144028 Sash Bottom Raft PVC (S.S.R. for 1-6) 10 8.1488 Roth!. S.B.RJS.S.R, Herb. 11 FF8004 Sash Skie/TopBot Rell 12 13 S-6005 5409 Roller, lack, PVC Glz. Bd, 7/8'.Fxd, Horb. 14 S-601 Giz. Bd., 7B'.Fxd, Vert 15 5-6016 Gb. 6d„ 3/4 °,Sash, Fbib. 16 S-6016 Gz. Bd., 3/4',Saah, Vert. 17 5-6013 Sam Adapt. wMfib. PVC, Fbib. 18 5-6014 Som. Adapt, PVC, Vert 20 5-1576 Frame Catch. Jamb, PVC, HS 21 51558 Sash Catch, PVC, hpact 23 P-3804 Roller, Tandem 26 83783 Lock, Erect, PVC 25 P-3784 Keeper, biped, PVC 26 P-3215 Weep Cover w/ Rap 27 83893 Reed. Rate, F.MR 28 83428 Wstp.. 0.270 x .187 back RnSeal, Gray 30 5-1112 GnzIng Bead 31 P-3768 58x0.625PhPIISM4 32 84051 W 98 x 1.250 Ph Ri TEK, Wht. 33 Ra264W 98 x 3/4' FH Ph W/1/6 Head, Sell OKOng Type A, Scr 34 83010 Bulb Vinyl w/ Rgid Base, .350 High 35 83531 88 x 3/8' Screw , Frame hpect Hook 36 83342 Seam Sealer, S145504 37 P.3752 Cap Flog, 12' Fble 38 83438 Hot Melt, TruSeal,'Fr 40 P-3352 Set Blk.. 85ILr..1/8' x 5/8' x 2' Lg. 41 P.3738 HS -8200 Gold Cart. Label, NFRC Tab, bract ASTME 42 P-3881 Tenporary Lb1. (NFRCIDP) 43 R3613 CMS Lb. (logo) 44 Glass, Fixed 45 Glass, Sash 46 83281 Spacer, DuraSeal, Fixed 47 83281 Spacer, DuraSeal, Sash 48 83218 Screen Frame, Hertz. 49 P -3218 Screen Franco, Vert. 50 P-3321 Screen Frans Career Key 51 83561 Screen Cloth, 18 x 16 Fberglass 52 83228 Screen Spline- 155 Dia., Bk . 53 PR3029 Screen Rill Tab 54 83033 Screen Spring, SS 55 S-1577 Frarre Catch, Head PVC, HS S6 57 5-1498 FF6026 Reed. S.B.R/S.S.R, Vert. Main Fr., HS, w/Rn., PVC 58 83113 Screw Support, PVC jam- -31/8' 21V18' t-4114P PVC FRAME FLANGE -6031 PVC FRAME FIN -6026 ice- --318' 13/18"1-- HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP/BTM RAIL -6004 1/16' 1 1/4' ROLLER TRACK -1678 ALUM. 6063 -T6 5/16' 7/8' FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) 5/8' 5t. SASH IMPACT HOOK -1556 ALUM. 6063 -T6 �- 23/16' z 1° I--I.9-1 /i6' 1 518• I .� 1 SASH MTG. RAIL -1497 ALUM. REINF. 6063-T6 PVC SASH MTG. RAIL -6027 1 PVC SASH SIDE RAIL -6028 0 3/16' II 0 3/18' OI Id ;- 5' 03/16' 5' PROPRIETARY AND CONFIDENTIAL 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, INC. IS PROHIBITED. I r 5' to 5/16° r 7/8' 1-- PVC GLAZING BD -6016 1�1 1/8'1 1 —i 3/16• 1 ""-I 1 34r F- S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 SASH CORNER CONSTRUCTION FRAME CORNER CONSTRUCTION ID • CORNER WELD (AU. SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OLRERFRAME 3/16' 3• ---I TSCREW SUP.-3113 PVC SCREEN CATCH - 6013 Loud= rmx Woodcut Road rwrevme, ac 04%2:08.11r.113 14:48:48-04130. ``��ticlrrr /r�,� VII TAT OF S's'1:c�O1P G• � • 4s/ONA 111k```� 3/18' 7/8' L PVC GLAZING BD -6009 1 1/B°.-1 5/18° PVC SCREEN SUPPORT - 6014 A UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 rrn.E'EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SbHIhS: UHAWN BY: SATE: PVC HORIZ SLIDER AAJ 7/8/2008 MODEL SCALE: NTS 8200 kbV. LETTER: A 3WG. NO.: CWS -232 SHEET: 5 OF 7 CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 2.1.= (MIN. EDGE DIST.) 1 1/4• • •: • �• (MIN.EMIIEDMENI)` :gyp: s. p. EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL p. • p. CONCRETEMASONRY BY OTHERS DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) L3/B• (MIN. EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 1/2' (MIN. EDGE DIST.) WINDOW FRAME JAMB 2 BY WOOD BUCK BY OTHERS WINDOW FRAME JAMB 1 1/4' (MIN. EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS EXTERIOR FINISH BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS CONCRETEIMASONRY BY OTHERS 2 1/2' (MIN. EDGE GIST.) VERTICAL SECTION 7 FRAME(MASONRY) 1 V4' (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1 1/4' (MIN. EMBEDMENT) CAULK BETWEEN BUCK AND OPENING BY OTHERS ©HORIZONTAL SECTION FRAME (WOOD) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CONCRETE/MASONRY BY OTHERS 2JL2a (MIN. EDGE DIST.) ® ALTERNATE PRECAST SILL DETAIL 7 FRAME (MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1814:46:09 -04`00' PROPRIETARY AND CONFIDENTIAL 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. INC. IS PROHIBITED. Al UPDATED PER NEW FBC REQUIREMENTS ' 07/03/08 �"v`� cENSF•„tP r '}1E :/.70, ?Mt WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE. INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT bEMItA: Z DRAWN BY: �, 'DATE: - , 8„,..,.e PVC HORI SLIDER SCALE: NTS MUUEL:8200 iEV LETTER: A 1 WG NO.: CWS -232 NEE T: 6 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD 1 1/2' (MIN. EMBEDMENT) INSTALLATIONANCHOR, 2 BY WOOD BUCK BY OTHERS #8 WOOD SCREW ` 1111611V414* � tl. Ir � WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4' MAX SHIM 1 (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW SHEATHING BY OTHERS ®VERTICAL SECTION FIN (WOOD) 1 1/2' (MK EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, B8 WOOD SCREW 1 1/2' (MIN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER r 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB PROPRIETARY AND CONFIDENTIAL 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, INCAS PROHIBITED. WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION \ill FIN (WOOD) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisvme, NC 27023 Date: 2008.07.10 14:45:38 - 04'00' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 WINDOW SYSTEMS 1800 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT PVC HORIZ. SLIDER MOUbL 8200 .IHAWN BY: AAJ SCALE: NTS AEV. LE n bI4: A TE. 7/8/2008 3WG. NO.: CWS -232 sHEEI: 7 OF 7 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945.9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL. 34474 Engineering Evaluation Report Report No.: 510487B Product Line: 8200 PVC Horizontal Slider XOX — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. • Supporting Technical Documentation: 1. Approval document: drawing number CWS -232 Revision A, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210 - 3459 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, t60.0psf design pressure, 9.0psf water infiltration TAS 203 -94 Cydic Pressure Loading t60.0psf design pressure 3. Report No.: NCTL 210- 3459 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMANWDMA/CSA 101/1.S.2/A440 -05 Design pressure: t60.0psf Water Test Penetration: 9.0psf ASTM E 1886 -02 and ASTM E1998 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t60.Opsf design pressure 4. Report No.: NCTL 210 - 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t80.Opsf design pressure, 9.Opsf water infdt ation TAS 203-94 Cyclic Pressure Loading 1:80.Opsf design pressure 5. Report No.: NCTL 210- 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440 -05 Design pressure: t60.Opsf Water Test Penetration: 9.Opsf ASTM E 1886-02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1888/E 1996 Cyclic Load Test, 1:60.Opsf design pressure 6. Anchor calculations, report number 510420, prepared. signed and sealed by L. Roberto Lomas P.E. 1 of 2 Luis R. Lomas, P.E. FL No.: 61514 10!24/2008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report NO.: 610457B 336 -945 -9695 Limitations and Conditions of use: • Maximum design pressure: i60.Opsf • Maximum unft size: 111'563' • Maximum D.L.O. for active panel: 23 V4'"56 V4 • Maximum D.L.O for fined panel: 53 %"x5813/16" • Approved Configuration: XOX • Units must be glazed with: %° IGU consisting of outboard lite 1/8" Ann — Air — 5 18" laminated inboard lite consisting of 1/8° Ann — 0.090' DuPont Butacite PVB interlayer -1/8" Ann. or 7/8° IGU consisting of outboard Me 3116 Ann -- Air —7/16° laminated inboard lite consisting of 3116" Ann — 0.090" Dupont SGP interlayer — 3/16" Ann., per ASTM E 1300. • DuPont Butadte PVB per NOA 05- 1208.02 • DuPont Sentry Glass Plus per NOA 07- 1118.04 • • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -232 Revision A. Codification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2 of 2 r Luis R. Lomas, P.E. FL No.: 82514 1024/2008