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WS-09-1368Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 258 100 Street Miami Shores, FL 1132060134460 Block: Lot: ANNE SAMMONS ANNE SAMMONS 258 NE 100 ST MIAMI SHORES FL 33138 -2419 Valuation: $ 19,000.00 Total Sq Feet: 0 Contractor(s) FLORIDA HOME IMPROVEMENT (954)792 -4415 Phone CeII Phone Type of Work: WINDOWS No of Openings: 13 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $11.40 $3.80 $230.00 $12.00 $50.00 ($50.00) $5.75 $262.95 Address Parcel Number Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Invoice # Total Amt Paid Amt Due WS -8-09 -35649 $ 262.95 $ 50.00 !'44721:11 WS -8-09 -35649 $ 262.95 $ 262.95 $ 0.00 Check #: 2927 Applicant For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 26, 2009 Date Expiration: 02/21/2010 Cell Replac rt PROVED August 26. 2009 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) A, t, G ' 1 - tt vS Phone # Owner's Address o 1 S 8 +J t3 100 S City x.ei 6 \GS State -L Tenant/Lessee Name Job Address (where the work is being done) 25$ t.) E 100 5 T City Miami Shores Village County Miami -Dade Zip 331) FOLIO / PARCEL #11 ^�7oCp - 015 - `I`-i (DO Is Building Historically Designated YES NO Contractor's Company Name 4 L. VDu-e. �14, .PcoNiQ.LAir -4-51 Phone # tSM — Ica LI L( l S )c 2.4,3 Contractor's Address it c7 & e) "�Q City - DI'c?w Q CQ State Zip 4- 6S3 r? Qualifier Name L i ,,e - q ,t e — S v ( t..) Q.-TT Phone # cl S t-() GI ic-t t-r, 15 State Certificate or Registration No._C (. ()CD (') 9C) Certificate of Competency No Architect/Engineer's Name (if applicable) - 41 Zir 1 T: 0 t D Phone # C SL( 3S 0C-0 Ca CD '- Value of Work For this Permit $ i.0 '- Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: Miami Shores Village Building Department Zip )3 {`2) Phone # []Alteration ['New 2 ❑ Demolition LS AUG 1 7 2009 LJ (3 Y: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. M9 -j r(: ) ;( Q,' Master Permit No. Electrical Plumbing Mechanical Roofing 1 Fees mittal Fee $ Permit Fee $ 0)3 °41' CCF $ II - CO C — Notary $ Training/Education Fee $ 3.O k0 Technology Fee $ 5 f Scanning $ r a -00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ala Is See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b':. #proved and a insection fee will be charged Sign: Print (Revised 02/08/06) Owner or Agent The foregoing instrument was acknowledged before me this 12. l day of t✓1 , 20e1, by 4,rOL) e eiJKk who is personally known to me or who has produced NOTARY PUBLI My Commission Expir s: ** * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: As identification and who did take an oath. * Signature it 1 Sign: s \otx *'D 1°‘1°‘.1 1 Print: 0.4 Go �SO My Commission t +,trh9ln *vie , ` � y**** t, tir*** *,t,t+t*r.rr*fr**,t**** ** Contractor The foregoing instrument was acknowledged before me this VZ � day of 4 , 2O bY1Ot'rgt 1 :ILloci a , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB COX N fr *71Gitf��at Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,901 Lot Size: 8,625 SQ FT Year Built: 1950 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & E1/2 LOT 6 BLK 33 LOT SIZE 75.000 X 115 OR 18087 -0343 0498 1 OR 26818 -3031 0408 01 Year: 2008 2007 Taxing Authority: Applied Exemption / Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $107,846 $25,000/ $128,249 County: $50,000/ $107,846 $25,000/ $128,249 City: $50,000/ $107,846 $25,000/ $128,249 School Board: $25,000/ $132,846 $25,000/ $128,249 Folio No.: 11- 3206 - 013 -4460 Property: 258 NE 100 ST Mailing Address: ANNE M MENNES 258 NE 100 ST MIAMI SHORES FL 33138 -2419 Year: 2008 2007 Land Value: $278,798 $293,509 Building Value: $187,241 $187,241 Market Value: $466,039 $480,750 Assessed Value: $157,846 $153,249 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead YES NO Sale O/R: 18087 -0343 Sale Date: 4/1998 Sale Amount: $151,400 Property Information Map 7 idad . "o Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 This map was created on 8/7/2009 8:23:26 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 112 ft Summary Details: Page 1 of 1 Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 8/7/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BEapt' POSTED ON THE .10B SITE AT TIME OF FIRST INSPECTION PERMIT NO. Lk �� 1 d I 'TAX FOLIO NO. - 320(0 -p 1' - 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. 9. Expiration date of this Notice of Commencement: ❑ I idividually, or ❑ as for personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu > , of Owne r • jo Authorized Officer/Director/Partner/Manager who signed above: 129.01 -4 PAOE3 11/07 1 111111 11111 1I 1 111111111111111111111111111111 CFN 2009R0594 4 =9 OR Bk 26980 F's 0136; Ups) RECORDED 08/17/2009 10:12:25 HARVEY RUVINp CLERK OF COURT I1IAIII -GAGE COUNTYP FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: e��51 1 1.56 - 100 51 L. uL. �111�4 -5 3'?)13 2. Description of Improvement:`,t �I f1 A 3. Owner(s) name and address:AkDO 1-4.t- •3t3 5 2,58 £ EE' too &T 9 - tie_ C% C L 3?s I3 Interest In property: OW Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. FHA - Florida Home- Improvement Associates 4070 SW 30 Avenue Hollywood, Florida 33312 copy of the f 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner u gifig{'`'•` r ►' Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number i N 5 8. In addition to himself, Owners designates the following pe Tenor' f . i s as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number (the ex (ration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signs 1 ) of O ,, „ ! wner(s)' Authorized Officer/Director/Partner/Manager pp By � � / / 14 : By bp. E' Lie) Print Name ! . _ 1-te _ y Print Name Title/Office Tdle/Office l . k4 r s'5% STATE OF FLORIDA l COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this \Z day of € _ . JD cDS By By Mean Roof Helght DESIGN PRESSURES (PSF) - Zone 4 10 " 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 -49.2 +46.5 +452 -48.3 +44.4 -47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 18 ft -49.8 +47.1 +45.9 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 4 6.5 +42.5 6 -42 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 = -47.3 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +442 22 R -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 - 50.5 +46.3 ° -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 - 54.3 +51.3 +49.9 -53.3 +49.0 - 52.6 +48.2 -52.0 +47.8 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 28 ft -56.6 -55.2 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 - 58.1 +53.0 +51.6 - 55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 58.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 56.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 43.8 +49.6 5 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 - 56.1 +51.3 -55.8 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 - 59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 _ +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -626 -61.1 +57.7 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 -56.6 +61.7 44 ft -632 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.8 -57.1 +522 48 ft -63.8 -62.3 +58.8 +57.3 -61.2 +56.2 -80.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft "64.4 52.8 +594 .+57.8 -61.7 +58.7 50.8 +55.8 -80.1 +55.1 -59.6 +54.5 59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -84:9 . p83.4 +59.9. +58.3 -62.2 t57.2 - 61.4 +56.3 -60.7 +55.6 50.1 +55.0 -59.5 +54.5 -59.1 +54.0 58.7 +53.8 52 ft -65.5 - 63.9 +60.4 +58.8 =62.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -80.0 +54.9 -59.6 +54.5 -59.2 +54.0 64 ft 56.0 -64.4 +60.8 +59.2 -63.3 +58.1 - 62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -80.5 +55.4 -60.1 +54.9 -59.6 +54.5 ft -66.5 -64.9 +61.3 +59.7 53.7 +58.5 -62.9 +57.7 -82.1 +56.9 51.5 +58.3 -81.0 +55.8 -80.5 +55.3 -60.1 +54.9 60 R -87.5 -65.8 +62.2 +60.6 -64.7 +59.4 -63.8 +58.5 53.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 Mean Roof Helght DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +48.5 -59.8 +45.2 - 58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 - 60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +429 -53.9 +42.5 -53.2 +422 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 it ' -66.1 +49.4 - 63.5 +48.1 - 81.6 +47.1 -60.2 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 R - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -60.2 +48.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 86.0 +49.9 - 64.1 +49.0 - 62.6 +48.2 -61.4 +47.8 -60.3 +47.1 -59.4 +48.7 -58.7 +48.3 -58.0 +45.9 26 ft - 69.8 +522 - 67.1 +50.8 -85.1 +49.8 -63.6 +49.1 - 62.4 +48.4 - 61.4, +47.9 - 60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 R - 70.9 +53.0 -68.2 +51.6 - 862 +50.6 - 64.6 +49:8 -63.4 +49.2 -62.3 +48.7 -61.4 +48.2 -80.6 +47.8 -59.9 +47.4 30 ft -720 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -84.3 +49.9 -83.2 +49.4 -82.3 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 - 70.1 +53.1 - 68.1 +52.0 -68.5 +51.3 -65.2 +50.6 - 64.1 +50.1 - 63.1 +49.6 -82.3 +49.2 -81.8 +48.8 34 R -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 - 68.0 +51.3 - 64.9 +50.7 -84.0 +50.2 - 63.1 +49.8 -62.4 +49.4 36 R -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 - 68.1 +52.5 - 66.8 +51.9 -65.7 +51.3 54.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 R -75.7 +58.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -68.3 +53.0 -87.2 +52.5 - 66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -852 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.8 - 892 +54.0 -68.2 +53.5 - 67.3 +53.1 -66.5 +52.7 48 R -79.5 +59.4 -76.3 +57.8 -74.1 X58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 57.9 +53.6 -67.1 +53.1 50 R -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -89.4 +54.5 -88.5 +54.0 57.8 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 - 69.9 +54.9 -89.0 +54.5 -682 +54.0 54 R -81.5 +60.8 -78.3 +59.2 -78.0 +58.1 -74.2 +57.2 -728 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -88.7 +54.5 58 R -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 60 ft -83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 2007 FLORIDA BUILDING CODE & ASCE 7 -05 D - - GOADS FOR COMPONENTS AND CLADDING IN TERIOR ZONE 4 PRESS m v y n m z In 2 3 r v REMARKS KNIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8. ALTERATIONS, ADDMONS, HIGHUGHTINO, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES DATE 04/19/06 02/23/09 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE'. TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 3 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER,` BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 59885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT " Efk9 kit) • , V.: "tt;.• 1. „•• • girt r ik all AvA .60 Oh ivi if% . - ‘ to •,./ iv Irj,.- .. . . 1 il4 6 iZdr OP' 7Z .. • i I • I . II•1•- 1•• • • I I • ; ...... ,„ . i f il • . . .. . • i • I i • • 1 ft '11 I d..1111 , eu+h Tu • 'FLIT. it Florida Building Code Online Ramminzimpazimum AfeheRtis BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts 1 Publications FBC Staff I BCIS Site Map links I Search Product Approval USER: Public User product Aooroval Menu > Product or ADnticetIon Searrh > plicat)on Detail FL # Application Type Code Version, Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email FL5859 -R3 Revision 2007 Approved 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 '1900 SW 44th Avenue Ocala,•FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category r Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CW. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida Ucense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE L Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Certificate of Independence • FL5859 R3 COI 510488A (Eval Rep PW -8300 Impact).pdf rage 1 or Z Standard igg.r AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 ummary `. f Products FL # Model, Number or Name Description 5859 1 8300 Vin I Fixed _8300 Vin I Fixed Impact Window. _ f Use i i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, 76" x 62 ", DP = +/- 67.5 psf (Impact w /heat strengthened glass, SGP). Large Missile, 48" x 72 ", DP = +/- 55 psf (Impact w/ annealed glass, I PVB) Installation Instructions FL5859 R3 II CWS -159A (PW -8300 Impact).pdf FL5859 R3 II DuPont PVB NOA 05 -1208 02.odf I II FL5859_R3 II DuPont SGP NOA 07- 1116- 04.Pdf FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514' Created by Independent Third Party: Yes !Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 mpact).pdf Created by Independent Third Party: Yes 5859.2 IIPW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits of Use Approved for use in HVHZ: Yes • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf I (Impact w/ heat strengthened glass, SGP). Installation Instructions FL5859 R3 II CWS -337 (PW -8300 Impact 72x76).pdf �. : • c. I D.. • t _ G, ><O • • -11 .-0 .d !� FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510870 (Eval Rep PW -8300 Impact 72x76).pdf Created by Independent Third Party: Yes Honda Building Code Online 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 PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 Back I I Next j t Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2005 The State of Florida. All lights reserved. Csuonight and nlarialmer Product Approval Accepts: It rage L 01 L Unit Size Max. D.L.O. Design Pressure Rating impact Rating Up to 48 "x72" 451/8 "x69118" ±55.0�sf Large and Small Missile impact , Up to 62 "x76" 591/8 "x731/8" ±67.5 psf Large and Small Missile impact L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons. NC 27012 Report No.: 510488A 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line; 8300 PVC Fixed Lite — 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 9 &72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Fixed window, impact resistant made of white rigid PVC. Frame is of welded mitered comer construction. Limitations and Conditions of use: . 1 of 2 Supporting Technical Documentation: 1. Approval document: drawing numberCWS -159 Revision A, titled 8300 PVC Fixed Lite, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210-3169-1, 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, ±67.5psf design pressure, 15.Opsf water infiltration TAS 203-94 Cydic Pressure Loading ±67.5psf design pressure 3. Report No.: NCTL 210- 3169 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. ASTM E 1886 -D2 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18681E 1996 Cyclic Load Test, ±67.5 psf design pressure 4. Report No.: NCTL 210 - 3275 -1, signed.by Gerard .1. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. TAS 201 - 94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 15.0psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±55.0psf design pressure 5. Report No.: NCTL 210 - 3275 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±55.0psf design pressure. 7. Anchor calculations, report number 510181A, prepared, signed and seated by L. Roberto Lomas P.E. • Units up to 62 "x76" must be glazed with: 7 /8A 1GU consisting of outboard lite 3/16" HS — Air — laminated inboard lite consisting of 3/16" HS — 0.090° Sentry GlasPlus by Dupont — 3/16" HS per ASTM E 1300. • Units up to 48 "x72" may be glazed with: o 7/8" IGU consisting of outboard lite 3/16" Ann — Air— laminated inboard lite consisting of 1 /8" Ann . . :090" DuPont Butacite PVB interlayer— 1/8" Ann per ASTM E 1300. o 7/8" IGU consisting of outboard lite 3/16" Ann — Air — Laminated inboard the consisting of 1A11 i- . ,; .. .090" Solutia Satiex inter 1/8" Ann per ASTM E 1300. • DuPont Butacite interlayer per NOA 05-1208.02 • Solutia Saflex interlayer per NOA 06- 0206.01 • Sentry GlasPlus per N.O.A. 07- 1116 -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 dp • Frame material to be white rigid PVC per NOA 06-12.20.01 . L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336-945 -9695 2 of 2 Engineering Evaluation Report Report No.: 510488A Installation: • Units must be installed in accordance with approval document, CWS -159 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). PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W /DIFFERENT OPTIONS MAX. SIZE - 5/16 LAMINATED GLASS +55/ -55 DESIGN PRESSURE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS--1 ANCHOR SCHEDULE & NOTES „__..2 -6 DP CHART & GLAZING.... „._ „ „.... ..7 SECTION VIEWS „_ ._ „„ „.....— .......8 EXTRUSIONS & INSTALLATION DETAILS ----10-12 MA L FLANGE HEIGHT 63114 - !MX OVERALL FLANGE WIDTH X. SIZE - 7/16 LAMINATED GLASS +67.5/ -67.5 DESIGN PRESSURE 76 MAX UNIT HEII3HT 6r MAX UNIT WIDTH MUM GLASS DLO Talcir GLASS DLO PRBPRETAHT ANC COM1O@IIUL — a THE INFORMAT DN CCNTAI D w THIS BFIAWNG IS THE SOLE PROPERTY /:'G •. •• WINDOW SYSTEIA4. INC. ANY REPRODUCTION IN PART OR AS A WHOLE 1 4 WRITTEN PERMISSION OF CUSTOM WINDOW EYRIE/43, NC. IS PRCRISITEO. -,r• s pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE„ CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED LITE - 0 - . 4. DESIGN PRESSURES: (SEE TABLES -SHEET 7) - 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 1300. 8. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. AU_ FRAMES FULLY WELDED. & REFERENCE TEST REPORTS: NCTL -210- 3169 -1A , NCTL- 210-3169 -1 , NCTL- 210.3275 -1 A. NCTL- 2103275.1 • 8. SERIES / MODEL DESIGNATION PW -8300. 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. .e A I UPDATED PER NEW FBC REQUIREMENTS 107/07108 • L R06glI,TO LOMAS n FL P.E NO.-S2514 ' a �• ' . P- A i —'”- 00 SW 44TH AVE. FLORIDA 34474 NERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT • <RVE FIXED LITE "8300 NTS A 7/15/2008 CWS -159 HEE'T: 1 OF 12 4' MAX 4' MAX. (TYP) 15' MAX. 0.O. SEE NOTE 2 (TYP) ) mR ANCHOR LAYOUT - /FLANGE( TRW PR (MASONRY 1Aj w0000PENw01 FORUMS UP TO 48'rn 16' MAX. OZ. INSTALLATION ANCHOR (VP) ANCHOR 1HRU FRAM I CU I A 0 1I WOOD OPENNS) FOR UNITS UP TO SY a IC' 1OTE3: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS DING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 174'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3716' DIA. EL.CO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY T HRU FRAME OR THRL)1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 Mr INTO 2 BY WOOD BUCK. 8. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 172' INTO 2 BY WOOD BUCK FOR FIN INSTAU ATIQN 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. MAX THE NFORMATUCN CONTAINED IN THIS DRAWING Is THE SOLE PROPERTY OFCUSTGL7 wit..qX1W SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRFa JTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROMBITED. - 8. AU. INSTALLATION ANCHORS MUST SE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT U -' •• 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). • • •• PROPRIETARY AND COlIRCENTIAL ANCHOR LAYOUT (FIN1 TOW NALLING FIN MOOD OPENING} FOR UNITS UPT0415* a 72' • ,,R •4".4 R • A.n� 6NCHOR LAYOUT - (FIN( THRUNAU.IIc FIN (W000 OPENINO) FOR UNITS UP P3 6Z 711* SW 44TH AVE. FLORIDA 34474 tiNCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT pp .�. ;- r X a • � P VGFDCED LTTE ADE � A 7/15/2008 • 3RAWN BY• ;GALE: NTS '�" -, I - 8 • JWO. No «CrWS -159 ALRTp FL P.E. NLD $2514 .. a -16V. L6I TEN: SHEET: 2 OF 12 LT. MAX O.C. rrm FULL CIRCLE MAX I 11 MAX O.C. ITV) L (IYMM 4 MAX C'1 1/4 CIRCLE TOMBSTONE 3Ca ELLIPSE.. 4: MAX. I _---° ,,,, w: • r..r . --.. �•1 Mil ' A P. . - . 1 4 - ' " g �' 112 FA Mi o ARCH FLG ANCHOR SCHEDULE -LARGE MISSILE IMPACT JHAWN NY: DAT c • . A, ,v, u c '•PVC FIXED LITE ADE 7/15/2008 a ��.. pROETART AND CONFIDENTIAL .1 u O MU6EL• 3C G AlE: ]W NO DIE P&ORMMTION COYTAWED N RAS ORAWIM3 IS THE SOLE PROPERTY OfIo$TQ+ " � r . ei ` L ' Oa L ° 8300 NTS CW S - 159 WINDOW SYSTEMtS, MG. ANY REPRODUCTION W PMT OR AS A WHOLE WITTIOUT DV FL. P.E NO. 8251 t J .kV. Lt I I tl - y{EET WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PRONE/TED: • A 3 OF 12 I1 1 .1Z MAX D.C. . r, 4.41-'•• • • NOTE 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REDUIREMENTS 2. THRU FRAMEOR CUP - MASONRYNVOOD OPENING. 3. MAX OVERALL SIZE MUST •07 EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF .1 --87.5 LOCATE ANCHORS 17 MAX 0.0. .L^ MAX O.C. TRAPEZOID 4: Lux j � O.0 I—E MAX rTYPT DOGHOUSR L£ MAX O.C. MP) 4 MAX QQTAGON, 1 MAX 0.C. 4. MAX. OTPI TRIANGLE v HEXAGON NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRYAVOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF 4/- 87.5 LOCATE ANCHORS 13' MAX O.C. A 1 UPDATED PER NEW FBC REQUIREMENTS !07/07/08 44TH AVE. e YA. Fl ORInA 34474 "• u ' �' ` ARCH. FL 3 ANCHOR SCHEDULE - LARGE MISSILE IMPACT 3"91.1 BY: �AIE 7/15/2008 : •c• ti F!11CFlXEDLITE ADE PROPRMARY AND CONFIDENTIAL a . - . - ROBERTO wm. • o • • : ` • . • a,. . , i: tcALH; 17WG NO.: THE NFDPATATIDN CONTAINED N THIS DRAWING 15 THE SOLE PAOFERTY OF Cl pq L - .. t • „ 8300 NTS CWS -159 WINDOW SYSTEMS.WC. ANYREPRODUCTION IN PART CRAS AWHOLE WITHOf7T TFE' .. FL. P.E. NO. 15/14 ,:,.�.l,",ti •.• A �' 4 OF 12 WRITTEN PER/A SS ON OF CUSTOM W NDOW SVSTEA6, WC.l5PR01�[TF�, _ , a .. ` _ . . MAX. .C. figX I I 4 MAX 1 � O.C. (NP) 1/2 CIRCLE 1/4 CIRCLE 4: MAX . 1 MAX. O.C. C (TYP) TOMBSTONE 1/2 FAN MAX. o.. HY MAX O.C. (rag I'L MAX. O.C. T ... n0T3fiftT0 • . FL. F.E408.6Z I4 • • NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAILING FIN -WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. A ( UPDATED PER NEW FBC REQUIREMENTS 107/07/08 '>J800 SW 44TH AVE. LA. FLORIDA 34474 ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT PVC FIXED LATE • LL 8300 HAWN NY: ADE SCALE: NTS k4v L4 ER SATE 7/15/2008 )W2L NO.:CWS -159 SHEET: OF 12 flyplitX. I 14: MAX. tI, 1 • • ti • • PROPRIETARY AND CONFOenW. - THE NPOFIAINTYN CONTAINED N THIS DRAWING IS TUE SOLE PFIOPERTY eir WINDOW SYSTEMS. INC. ANY PEPROOUOTION N PART OR AS A WHOLE W IVTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS GC. IS PROH19RED.- `^, • TRAPEZOID DOGHOUSE 92EAC2ti TRIANGLg HEXAGON NOTE: 1. SEE SHEET 2 FOR DETALED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAIUNG FIN .W000 OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL GM OF RECTANGULAR WINDOWS ON SHEET 1. A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 1400 SW 44TH AVE. LA. Fl ORM 34474 . ..... %. - • •-••• 7 .. r ••',''' I.:* 4 • H• ARC . FIN ANCHOR SCHEDULE - LAFIG%M IMPACT • ....." -:....,..: JRAWN HY: ' • ••T : :',,ris -1P: .4.; f. ,i,..... . ... . - .41 , ) , _.. . PVC FIXED LITE ADE 7/15/2008 THE INFORMATION CONTAFED W MIS DRAWING IS ME SOLE PROP WINDOW SYSTEMS. crc. ANY REPRODUCTION IN PART OR PS A WHOLE PROPRIETARY AND CONFIDENTAL .. FL P . 8251 • ■ s. 8300 .r 4 , 1 ••••• kV.I..k I 1 EH: A NTS 6 OF 12 LAIbia et' : SHEET: 'CW S-1 59 WRIITEN PERIASSION OF CUSTOM %MOM sysrsus. g■c. Is PERNI a UNIT UNIT HE GHT (IN) 'IDTH (IN) GLASS TYPE 12 20 28 36 44 48 56 72 76 14 A,B,C,D,E,F,G,H +55/ -55 +55/ -55 +55./ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +551 -55 +55/ -55 +-57.5:/ -67.5 20 A,B,C,D,E,F,G,H +55/ -55 +55/ -55 +55/ -55 +551 -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +6.7.51 -67.5 26 A,B,C,D,E,F,G,H +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +551 -55 +551 -55 +551 -55 +55/ -55 #67:5:1'.. :67:5 • 32 A,B,C,D,E,F,G,H +557- 55 +55 /- 55 +55 /- 55 +551- 55 +551- 55 +55 /- 55 +55 /- 55 + 55 /- 55 + 551- 55 '+:q745.1 38 A,B,C,D,E,F,G,H +551 -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ - +55/ -55 + 551 -55 = ` §.75 t,pLS: 44 A,B,C,D,E,F,G,H +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +551 - 55.5325:;( ='$7.5 48 A,B,C,D,E,F,G,H +55/ -55 +55/ -55 +55/ -55 +551 -55 . +551 -55 +55/ -55 +551 -55 +551 -55 +551 -55 = ;'67a5i,.f=:67';5: • 52 A,B,C,D,E,F,G,H +551 -55 +551 -55 +55/ -55 +55/ -55 +551 -55 +55/ -55 +551 -55 +55/ -55 +55/ -55 '=!+ :5i45: 56 A,B,C,D,E,F,G,H • +55/ =55 • +551 -55 +55/ -55 +55/ -55 +55/ -55 ' +55/ -55 +67.5•/ -675 ;...,• -.� +071, .7 47.5 ±67 ;61 .67:5. A,B,C,D,E,F,G,H •t55/ -55 • +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 •+ 6744. .6.3' '` .73 :6 *-? . .1 ; i75= • -USE GLASS TYPE -C, O, G, & H ONLY • 7/r OVERALL 718 7/r OVERALL OVERALL 718' OVERALL 3716' ANNEALED tt W16 TEMPERED 31r AIR SPACE 5118' LAMI GLASS 11r ANNEALED 1r 3172' Ms 1/B' ANNEALEA 0 3118' HEAT STRENGTH 3/1r TEMPERED Sr AIR SPACE 5116' LAD GLASS rrp V8' ANNEALED It 3132' PIM 118' AlkINE 4LED 4 i il 1/4- AIR SPACE 71W LAM GLASS . 3116' NEAT STRENGTH 3132' PVC 3116' NEAT STRENGTH . w l 1!4- AIR SPACE 7116 LAM' GLASS 3116' HEAT STRENGTH 3132' PVS 3/16' HEAT STRENGTH 44 1...ii�� Vi. Vi� IMP G► ss 1 GLASS TYPE D BITE 1 GLASS TYPE A I GLASS TYPES 1 GLASS TYPE C r oYERA1L 1 OVERALL 1 OVERALL 7718' HEATSTRENOTH r OVERALL NOTE: rsi 3/18' AAWEA 1/2' AIR ■■ 7116' TE WEREO r 318' AIRSPACE ■ 316' TEMPERED 1. IF SIZE INTENDED IS NOT SHOWN, SPACE 215' LAN GLASS Ur ANNEALEEI Ur ANNEALED Ur AIRSPACE &16' LAW GLASS Ur ANNEALED " Ur ANNEALED IM 711r LAM GLASS . 3nr HEAT STRENGTH p � HEAT STRENGTH ^' air AIRSPACE iiir LAtIl GLASS STRENGTH USE NEXT IARGER SIZE 3/ir HEAT 311 HEAT STRENGTH • I' A 1 UPDATED PER NEW F13C REQUIREMENTS 07/07/D8 V i•.� �..� `!� U1 i• 111 �� ter .. . -. l 14- . 44TH AVE FLORIDA RITA 34474 ...�� ..r �.w, (� ...� i �'• GLASS TYPE E GLASS t TYPE F GLASS TYPE G 1 GLASS TYPE H :` • :" ; AS a 1L ' . DG CHART 8 GLAZING DETAIL -LARGE MISSILE IMPACT 1itOzrz o COfFTD - '"�;�. OD J» p N 1w5 DPAWIN613 THE SO PROPERP10Fc1JE :' tnE NFORMST - - WWDOwsrstEILANY REPROOHODW S IM PART OR WHOL irED. UrT4(s WRITTEN PER MIS 4CF GISTOMWIHOOW '/BTO. . INC. 6 PROIi�f1EO. • a•nx .... — • -.r.-".'es) • y.,., =. G FAXED SITE _ •, . •,... , ADE 7/15/2008 -atq _��,„ r, �, -� o'. g. ;,:,, - r• ° -' L ^, ' Q ::. ••-' Q5 P.E No 0 . 14 v'' FL P.E. DLO _ e• i4 � 7 OF 12 OVERALL FLANGE HEIGHT TYPICAL VERTICAL SECTION, UNIT HEIGHT INTERIOR ALTERNATE FIN FRAME NOTE: ITEMS 9, 11 -14 ARE USED, BUT' ,-s NOT SHOWN FOR CLARITY x• • •:`,` • TYPICAL HORI ZONTAL SECTI • PROPRIETARY AND CONFlDeITAL • - " THE INFORMATION CONTAP ED N T IS DRAWING *THE SOLE PROFiRTYAF '' • ai o i►xc,u.'3a s WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS AWI-OLE WITF ."• '� - P. t O;132514 WRITTEN PERN4SSQN OF CUSTOM WINDOW SYSTEM:RAC. 6 PRO -SPTG O: v • • • • a • • JNTERIOR UPDATED PER NEW FRC REQUIREMENTS 07/07/08 ••1 SW44THAVE . tA,^FLORIOA 34474 ti SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT ` * & •EtfC FIXED LITE 3RAWNSY: ADE CATE: 7115t2008 9 - 8304 'C£ NTS )wG. NO: CWS159 o , •,', ;EV. LEI Ittt: A 'SHEET: 8 OF 12 Part # Description H -6006B H -6006B H -6006B H -6006B S-6015 S-6016 S -1504 P -3752 P-3438 P-3352 P -3684 P -3881 P -3613 H -6006A P -3113 3-6009 Fr., PW, Maki, Head Fr.,PW, Main, Sill Fr., PW, Main, Lib. Fr., PW, Main, R. Jb. Gz. Bd., Thal. (3/4" O.A. I.G.) { z Bd., Fzd. (7/8" O.A. LG.) Anchor Clip Cap Plug, 1/2" Hole Hot Melt, TruSeal, "H" Set. Blk. ;85 Dar, 1 /8" x5/8" x2" Lg. PW -8300 Gold Cert. Label, NFRC Tab Temporary LbL (NFRC/DP) CWS Lbl. (logo) Gass, Fu d Fr. Main, PVC, Fin Screw Support for PVC Glz. Bd., F 1. (1" O.A. I.G.) • PVC FRAME FLANGE - H 6006 B 3II8 715 - L3 PVC GLAZING BEAD - 5-600B 2sn8 ANCHOR CLIP S -1504 T " ALUM - 8083 T8 PLAN VIEW OF ANCHOR CLIP PROPPoETA Y Ma DCNRI SIiul THE NFORAIATIJN COWTARS:O I THIS DRAW WO I3 THE SOLE PROPERTY Of` 6GI+ OOZY SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WTfl< 0.i.'I VENDOR WRITTEN PERIasraCN Of CUSTOM W WDOW SYSTEMS. IHC. IS PROHIBITER' : . PVC GLAZING BEAD - S 6015 - MAWR NY: ADE SCALE N1S PVC FRAME FIN - H 6006A SCREW SUPPORT- P -3113 a • : ;'. ., �'SEAIES. PVC FIXED LITE • 8300 FRAME CORNER CONSTRUCTION 9/Ir L. PVC GLAZING BEAD - S 6016 UPDATED PER NEW FBC REQUIREMENTS 07/07/08 SW 44TH AVE. Fl ORIDA 34474 USIONS & B.O.M..LARGE MISSILE IMPACT A iE: 7/15/2008 Jwa. NO.: -1 V LE tm.F1 : . sHEE 9 OF 12 # 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 31I0R FINISH THEFTS TIVETER CAULK JSTALLERR IINDOW FRAME EAD WIDOW FRAME I ST ERIOR FINISH RHEAS 7 TH EIAASONRY f ORS CAULK BETWEEN BUCK AND OPENING BY OTHERS AND OPENING BY OTHERS P P • P D ' ► P 0 . •b •b • • P • } o D.; P.6 D.6 0. •• o . •• D ; .!•• • . •••A• ` ► • ► • ► • , ►� VERTICAL SECTION CUP !MASONRY) ANCHOR CUP ANCHOR CUP UC (MIN. EMBEDMENT) 2_UZ (MIN. EDGE D(5T) CAULK BETWEEN BUCK / t��P MASO \ ° ° a III�I.i��I FRAME B W FRAME ELT!' (MIN. EDGE DIEM ( Set EMBEDMENiI • • 1 BYY Moo BUc1 0 i sr arrow • 1/4' MAX SHIM (SEE NOTES 8 3 SHEET 2) INSULATION ANCHOR. 3/1 DIA MASONRY ANCHOR. . BISTALIATION COtCRETEANO1OR ANCHOR 3H8' DNA r u4' MAX SHIM {BEE NOTE 2 & 3 SHEET 2) 1 BY WOOD BUCK BY OTHERS '(M EMBEDMENT) 2 1/2' (MIN. EDGE DIS ) 1/4' MAX SHIM (SEE NOTE 2 8 3 &HEET 2) BY OT FINISH HORIZONTAL SECTION CLIP (MA$CNAYI INSTALLATION ANCHOR. 3/16' DNA. MASONRY ANC(-IO0. ANCHOR CUP 1 BY W000 BUCK 1/4' MAX SHIM (SEE NOTE 2 b 3 SHEET 2) PERIMETER CAUUC PERIMETER BY INSTALLER ET CAULK EXTERIOR BY OTHERS BY INSTALLER WINDOW FRAME SILL . IME E BY EXTERIOR FINISH � f P • ► • ► . * ► • : P �. EPI OTHERS : :;,,,, -. P as t base 0* l . : P y : D • t A • Pk.. t b D ► P b ► b D P ;'' • p. ; ► (MIN. EMBEDMENT) ..'► b .. b D ►.P _' .p _ b 1 ---- -+ - • (MW • (MIN. EDGE DIST) • CONCRETEJMASONRY BY OTHERS J ALTERNATE PRECAST (MASONRY) SILL DETAIL CUP • t�J • — ANCHOR CUP 4 r" .;4 Jn • ANCHOR CUP A l INSTALLATION ANCHOR. 3/18' DIA. MASONRY ANCHOR. HORIZONTAL SECTION OUP (W0001 1-7 1/4' MAX SHIM (SEE NOTE 2 6 8 SHEET 2) IIO0 SW 44Th AVE f1tALA. FLORIDA 34474 Iva' (MIN EMBEDMENT) • D1 4 • D � D • • p • N • 0 ► • INSTALLATION ANCHOR, • o • o 81 a WOOD SCREW • • 11. 6 .4 e • 4�- CONCRETFA"C NRY BY OTHE • CAULK BETWEEN BUCK 6AND OPENING BY OTHERS BY oTHE33 BUCK UPDATED PER NEW FBC REQUIREMENTS 107/07/08 ALLATION ANCHOR w /CUP DETAIL • LARGE MISSILE IMPACT 7/15/2008 NO.: 10 OF 12 HORIZONTAL N FRAME MASONRY) BYOTH� N • e • i • • • •• a. O • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL • PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY BY OTHERS 2.1L2: (MIN. EDGE DIST) CAUUC BETWEEN BUCK AND OPENING BY OTHERS VERTICAL SEQT)ON FRAME (MASONRY) — DRYWALL BY OTHERS INSTALLATION ANCHOR. 311 B' DIA. MASONRY SCREW – T w/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT • (MIN ▪ EMBEDMENT) 4 1 8Y WOOD BUCK (MIN EDGE DIST.) d • 6 BY OTHERS UM MAX SHIM (SEE NOTE E & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. 3118' DIA. MASONRY SCREW Yd NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK LINER SCREW HEAD BY INSTALLER NIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAIL SHIM (SEE NOTE 2 8. 3 SHT 2) - SILL STOOL BY OTHERS CONCRETHMASONRY BY OTHERS DRYWALL BY OTHERS CAULK BETWEEN Bud( AND OPENING BY OTHERS Lug USE SOLID WOOD (MIL EMBEDMENT) SUPPORT L EVEL BY OTHERS l •4 WINDOW FRAME BILL BY • CAU K EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS • ti PROPRIETARY AND CONRDBRTWL. THE NFORTA TON CONTAINER N THIS DRAWING B THE SOLE PROPERTY OF. COS1Z14 WINDOW SYSTEMS, INC.MIY REPROO D IRON IN PART OR AS AWHOLE WRMOUT TI.1E.j WRIREN PERWSSION CF CUSTOM WINDOW SYSTEMS, PC. IS PROHIBITED: •. 1 BY WOOD BUCK 114• MAX SHIM BY OTHERS (SEE NOTE 2 & 3 SHEET 2) FRAME (►EASONRY) • ox - t 114' MAX SHIM (SEE NOTE 2 fl 3 SHEET 21 PERIMETER CAULK BY INSTALLER CAULK UNDER SCREW HEAD DY INSTALLER EXTERIOR FINISH BY OTHERS ALT. PRECAST SILL DETAIL WINDOW FRAM JAMB PERIMETER CAULK BY OTHERS BY INSTALLER INSTALLATION ANCHOR, MEDIA. MASONRY SCREW I& NEOPRENE BACKED WASHER • THRU SCREW SUPPORT ?.SIZ_ -I (MIN. EDGE DIST) MN. EMBEDMENT) o s o 0(30 4 CAULK UNDER SCREW HEAD BY INSTALLER � 1/4• MAX SHIM (SEE NOTE 283 SHEET 2) �+�lG9COrWL ---. 0SW 44THAVE 10. FLORIDA 34474 LAX (MIN. EMBEDMENT) DRYWALL BY A e OTHERS •• 2 BY WOOD BUCK • BYOTHEFTS INSTALLATION ANCHOR. • • N I O WOOD SCR EW - FHRU • SCREW SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR RNSH HORIZONTAL SECTION PRAUE IWO5) UPDATED PER NEW IBC REQUIREMENTS t07/07/013 MISSILE IMPAC1 NO:. CWS -159 OF 13 CAUU( BEHIND FIN BY INSTALLER EXTERIOR FINISH • BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER WINDOW FRAME HEAD SHEATHING BY OTHERS WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER niZ (MIN. EMBEDMENT) INSTALLATION ANCHOR. IS W000 SCREW ANCHOR 1 SHEATHING BY OTHERS 01 VERTICAL SECTION 12 / FIN (WOOD) 1112' (MN. EMBEDMENT) 2 BY BUCK BY OTHER$ L1 /4' MAX SHIM • (SEE NOTE E. 9 ON SHT 2) 1/4' MAX SHIM I (SEE NOTE243ONSHi2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, NB WOOD SCREW ANCHOR SHEATHING BY OTHERS 2BY WOOD BUCK BY OTHERS • 112' (MN. EMBEDMENT) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER INSTALLATION ANCHOR, 12 WOOD SCREW ANCHOR ILL • A _ FN IWOODI N E e. tom•'• V PROPMETARYANO CONFIDENRAL ��" •- - • THE WFORMP N warms" N DNS DRAWING 8 THE SOLE PROPERTY RF f is - WINDOW SYSTEMS, KC. ANY REPPDOUCTION IN PART GRAS A WHOLE WIIHOUTTwFA ..kL. P.E. NCI D1 4 WRITTEN PERMISSION CG CUST04 WINDOW SYSTEMS. NC. S REORIENTED. . ;a ' • • -- 1/4' MAX SHIM (SEE NOTE 2 4 3 ON SHT 23 WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 .6L sw 44TH AVE FLORIDA 34474 4 TALLATION MN DETAIL - LARGE MISSIL • • +• o E IMPAC ]HAWK BY: ]AT6 7115/2008 .Z =:EVC FIXED L(TE ADE mS DoDEI SCALE ] W G NO CWS 159 a ' • 8300 NTS 12 OF 12 • WINDOW FRAME JAMB 16V. LE 11ER. A SHEET: 4 ommunity Affairs . BCIS Home 1 Log In 1 User Registration E Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications l FBC Staff 1 BCIS Site Map 1 Links Search 1 Product Approval Menu > Product or Application Search > Aooliration Ust Ilwtlon Detail 0 -R2 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Product Approval USER: Public User Compliance Method Referenced Standard and Year (of Standard) FL952 Revisi on 2007 Appro ve 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE -? Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R2 COI 5101908 (Impact 3 In Mull Eval).pdf Standard Year AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 http : / /www.floridabuilding.©rg/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 Summary of Products • FL # Model, Number or Name • Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (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 Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 In Mull Eval).pdf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) •- of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 { Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Muli).odf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (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 Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS -192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510197B (Impact 5 in Mull Eval).pdf Created by Independent Third Party: Yes 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 ASTM E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 I Back DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: • Next http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. , • Lewisville, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Une: 4" Mull Bar Report No.: 5101948 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 Florida Building Code. Product description: Extruded aluminum mull bar 1' x 4° 6063 -T6, part number 11-1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210- 3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210- 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMA/WDMA/CSA 101/I.S.21A440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996 -02, TAS 201, TAS202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: *67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: 1:67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 5101958 prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: ±67.5psf • Maximum horizontal mullion span: 741/8° • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: Mullion must be installed in strict accordance with installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. 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 i In Any other entity involved in the approval process of the listed product(s). ��i . • ?�.c' r ' sue r • ■ 1 of 1 y : ;� • `E is.R srriss ; P. . p 5 14' e��•r A Phi •:.' ,; fi TABLE OFD GENERAL NOTES 6 ELEVATIONS..... «....1 ANCHOR SCHEDULE . _... .._ ..... ........ DESIGN PRESSURE CHARTS- 3 EXTRUSIONS 8 MULL BM SECTION INSTALLATION 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS OR PVC W DOW PROPRIOARY AND OCINIDENTLAL TUENPOPMATAN IDWVOSORTNIP Di THE SOi WINDOW INC. C G J BTONW �SYSTEME. IS MULL BAR INSTALLATION REOUIREMENDI: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING THE HI/HZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL /VERTICAL 4. ALL MULLION EXTCSUSIONS ARE 806348 ALUMINUM. 6. WOOD FRAMING AND MASONRY OPENNG TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 8. CONTRACTOR E RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPUCABLE LOCAL LAWS, BUILDING CODES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENG14!£EROF RECORD, BALDING OWNER OR CONTRACTOR. 8. APPROVED OMPACT PROTECTIVE SYSTEM M NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 210434224 -1, Nan. 2104424-M. NCTL 2104424.2, NCTL 2104424 -24. NCTL 21034244. NCTL 2104424 -3A. NCTL 2103424. NCTL 21044344A NCR 2103428.1. NCTI. 210. 3428 -1A, NCTI. 2103428 -2. NCTL 2183428 -2A, NCTL 2103428,9, NCTL 210- 342634, NCTL 21034284, NCTL 2103426-4A 10. OES1GN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULUON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXI IJM DESIGN PRESSURES. LENGTH NC ANCHOR SCHEDULE. (SHEET 2 8 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHAD. BE CONTROLLED BY THE LESSER DESIGN PRESSURE COP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UMTS 7O SE MULLED ARE NOT LIMITED TO TthOSE SHOWN 0.7)41S DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEM, INC. AND MUST BE MME OUT OF VINYL PVC. 14. HORIZONTAL KILLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL TOP AND BOTTOM UNFTS TOGETHER AND/OR TO THE HORIZONTAL MULLION. IZ VERTICAL MULLED UNTIE MAY SE MULLED INDEFINITELY AS LONG AE THE SINGLE UNIT WIDTH 1 40 HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANfRED AS SHOWN HERE IN. • 8.1+8 NDTE4N 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION, WHICH EVER REOUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/1 r DIA IW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WRH 510 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 910 It 1 HEX WASHER HEAD TEK SCREW (ITEM 02). S. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WLTH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS , SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. l a 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF A. WOOD • MINIMUM SPECIFIC GRAVITY OF G.0.42 < ; • ��_� , ' S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C.90, GRADE N. TYPE 1 (OR GREATER) . :�, :` a o . a L b PROPEtimMANDOONPIONITIAL tne WINDOW mown= I I P A CTION P AR THE R SOLE V� u r The YifNITE�1P 81U,10 cusrosnw rm BYST194.A10.1SP • 1 11t • 900 SW 44TH AVE. LA, FLORIDA 34474 • ANCHOR SHCEDULE 7 NOTES • 4 MU 1. A UPDATED PER NEW FBC REQUIREMENTS 107/07/Q8 4/13/2009 CW 148 2 OF 7 7,0 • AV 11 A; 4.' HORIZONTAL MULLE1N1+1604 WITH S-1522 CLP, 9PACT (DESIGN PRESSURE CAPACITY CHART, PSF) , ' . UNIT HMM II Q H2) WNW) (t 35 47 55 59 - 63 71 74 1 / 8 CLP TO JAM (2)B or (2)B (2)B or (218 (2)B or (2)B (2)11 or (2)B (2)8 or (2)8 (2)8 or (2)8 (2)6 or (2)8 23 1/2 26 5/8 187.5 167.6 ten 167.5 167.5 ±67.5 187.6 29 1/2 26 5/8 167.5 167.5 ±67.5 167.5 *67.5 167.5 - 187.5 351/2 351/2 167.5 *87.5 *67.5 ±67.5 197.5 167.5 167,5 411/2 37 1/16 167.5 ±67.5 167.5 /67.5 1:67.5 1:67.8 167.5 471/2 37 1/16 167.5 167.5 167.5 ±67.5 I67.5 167.5 /67.5 63 1/2 37 1/16 167.5 167.5 167.5 167.6 /67.5 167.5 167.5 59 1/2 37 1/16 *67.5 /67.5 167.5 ±67.5 167.5 ±67.5 167.5 65 1/2 37 1/16 /67.5 167.5 *67.5 167.5 *67.5 *67.5 ±67.5 71 1/2 37 1/16 167.5 ' 167.5 167.5 167.5 167.5 167.5 167.5 72 37 1/16 167.5 167.5 ±67.5 367.5 1-67.5 /67.5 167.6 78 37 1/16 167.5 *87.5 167.5 ±67.5 ±67.5 1E7.5 *67.5 4- VEFMGAL MILLETNI+1604 WITH S-1522 CLAP/MGT (CESION PRESSURE CAPACITY CHART, PSF) I4 - , SMILE WIT WEITH(W1,W2,ETC) (11 1-11T(1.0 (P 171/2 231/2 27 1/2 28 112 311/2 351/2 391/2 411/2 43 1/2 4111200 531/8 231/2 *67.5 ±67.5 167.5 ±67.5 167.5 167.5 167.5 167.5 187.5 167.5 291/2 167.5 167.5 167.5 167.5 167.5 /117.5 167.5 167.6 *67.5 367.5 //47.5 351/2 /67.5 1:67.5 167.5 *67.5 167.5 167.5 , 167.5 *67.5 167.5 t87.6 197.5 41112 167.5 1:87.5 167.5 3:67.5 /87.5 167.5 167.5 167.5 167.5 167.5 187.5 471/2 167.5 167.5 167.5 t67.5 167.5 167.5 las g37.5 1E7.5 167.5 167.5 531/2 367.5 167.5 167.5 167.6 07.5 /87.5 /67.5 1E7.5 ±67.5 147.5 g67.5 *57.5 1 167.5 ±67.5 187.5 367.5 /67.5 167.5 167.5 5 167.5 85 1/2 167,5 ' a7.5 187.5 167.5 157.5 167.5 1:67.5 167.5 1:67.5 te. 167.5 167.5 1:67.5 ±67.5 107.5 167.5 157.5 *67.5 1:67.5 1:67.5 .5 /57.5 76 1:67.5 167.5 367.5 ±67.5 *67.5 1:67.5 167.5 167.5 197.5 ±87.5 117.5 A L UP DATFD PER NEW FBC RECOREMENTS 1 07/0/04 V :,,t ' -.., ... IMMIEDAV MO CONPOMITIAL 411 . ' :2',..a.'„,- TI1E MORMATION CONTMED NUN mama Nrmestig . WINDOW OVISTEMBANO. MY REPROOLIIITION Pi PART OR NS A ; , , ,I ; twin% romessolomusrouvemonsysmas,scs , , ..., , -d4 % 2 :6e,- , ' ' ' ' 4,,,i,. ‘ • 7 . ' e. SW 44TH AVE. • , , FLORIDA 34474 0. Atit . DEstedi PRESSURE CHARTS. 4' MU. ailA '''' s ' • 1 - l i . ' 4 7 L - FL 7,0 • AV 11 A; ITEM NO. PART NO. 2 3 4 5 6 7 8 9 H-1604 P-3767 S-i522 S-1606 8-1572 S-1571 DESCRIPTION MULL 1 3/6° x 4 PVC SPECIFIC #10 x 1" HEX WASHER HEAD TEK #10 x 1 yr, PANHEAD PHILIPS ZINC #1O FLAT WASHER RETRO FIT MULL ANCHOR CLIP - HORIZONTAL ANCHOR (PVC SPECIFIC) CAUL( DRIP ADAPTER FLANGE ADAPTER 1-- fir RETRO CLIP(4") S-1522 ALUMINUM 6063-T8 (FIN) 13/l6 1_— HORIZ. ANCHOR 5-1606 ALUMINUM 6063-T6 33/3* 23113* _ RETRO CLIP(4") 5-1522 , ALUMINUM 6063-T6 k— Ingt (FLANGE) . • )c ..k so. Atom/am aitie. THE INFURIATION 1 INS MORE PART WRITTEN PERIESSION OP CUSTOM VORWOW LL VAA7EL: DRIP ADAPTER 5-1 ALUMINUM 6063 FLANG Irk&PTER S-1571 ALUMINUM 6063 4" MULLBAR H ALUMINUM 6083-T6 A j UPDATED PER NEW FBC REQUIREMENTS 107107(08 ISM SW 44TH AVE OCALA, FLORIDA 34474 • riTLE: EXTRUSIONS & BUJ OF MATERIALS - IASI OAR • PVC IAULL 8AR sm.; r AAJ - "PA • 4/1312009 gcALw • • A Jwy.141.! CWS-148 4 OF 7 CAULK MEND FLG. PRIOR TO ATTACHNG TO MULLION 0 0 NOTE: INSTALL HORIVVERT ANCHOR PRIOR TO ATTACHING VERTICAL MULL BAR. WINDOW FRAME WINDOW FRAME ED WINDOW FRAME 0 0 0 CAULK BEHIND RA. PRIOR TO ArrAmo TO MULLION %V i Vita l i l e allECE124 WINDOW FRAME CAULK BERND FLG. PRIOR TO ATTACHING TO MUUION 40 17.. 4 4 0 • 4." 6 6 ' ' • `- • a WINDOW WHIM% INC. ANY ASPROtuTnioN IN PAO OR AS AWN= 3111 THE roman= CONTAINED N THE Of WHEEL ni THE SOLE PROPHISTARY AND OONPMENTIAL • --. ; s _I L - 4.21 , •1.••• 0 4. WRITTEN PERIESSIGH OP MANOR WINDOW SYSTEME. NO IS PROKSITIM, ' r FL. 0 SEE NOTE I •,, I . c .111111111111111111111i A 1 UPDATED PER NEW RC REQUIREMENTS [07/07/08 SW 4411.4 AVE. FLORIDA 34474 43EctION VIEWS .q muu.sis 411312009 CWS-146 5 OF 7 CAULK BETWEEN FRAME AND OPENING BY OTHERS B NORET NRY E1[ BYOTERS PERIMETER CAULK SSY 114STALLERR RETRO FIT MULL BAR OUP (SEE NOTE 2) 4 MUL BAR MB AR C LIP PERIMETER CALRX BY AISTALLER OTHER N18H BY CONCRETEIMASONRY BY OTHERS ♦• •• •• L MULL MEAL bN RETR R OUP (MASONRY) VERTICAL MULL NU SECTION RETRO FIT CUP (MASQNRYI (MI4 tMENS) t BY WOOD BUCK BY OTHERS 4' VERTICAL MUL BY �SNIBH INSTALLATION ANCHOR, 3/18• DA. MASONRY ANCHOR, WITH WASHER (4Y1 E Q INSTALLATION ANCHOR 3/18' CIA. MASONRY ANCHOR. WITH WASHER (45) SILL STOOL BY OTHERS (8EE NOTE) 8HEA AS RECNC TO MAKE LEVEL FOR MULL BAR 1 11• MN. EMBEDMENT) > (MIN. BASEMENT) INTERIOR MASH BY OTHERS CAULK BETWEEN F EE AN OPENING NOTE: 4 4 4 4:4 4* 4 t BY WOOD BUG( d 4 4 BY OTHERS 4 .4 4 ; CONCRETE/MASONRY —' EXTERIOR FINISH BY OTHERS BY OTHERS �� au. MULL,la1,� sECrlorN COONG l Ql RE(•RO FTT OUP (MABONAiY BY OT R� B ETERMSONRY 4' NORM MULL BAR RETRO FIT MUU. BAR CUP BY RIMETER CAULK BY INSTALLER EXTERIOR :VASH BY OTHERS PERIMETER CAULK BY EIBTALLER a•. •' - �• .b . '• 1. .. to 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE INTERIOR FINISH 00 MULLED WINDOWS AFTER INSTAU j ' (iN BY OTHERS 2. RECESS RETRO FIT CLIP 1/4• FOR CLEARANCE 4� • (N+IINI EDGE 01811 WHEN INSTALLING WINDOW UNITS ` ' MULL NORM RETRO FIT MULL BAR cLIP (SEE NOTE 2) 1 1 1 1 1 I jar PP ,• • •IP • a a•b p t 1- ALT RN E P'RFG 8W. DETAIL ( PERIMETER CAULK SY IN STAUS1 l 4' VERTICAL MULL BAR INSTALLATION ANCHOR, 311r DIA. MASONRY ANCHOR. WITH WASHER (414 .a • • t e:e • •b 114 a b on EtABfDMEN1') b air (MIN EDGE DIST) •7 4QPef� r aw °e 1400 44TH AVE. FLORIDA 34474 4 MFNII BY INTERIOR THERS A . 4 .�' • • FRAME BETWEEN OPENING ;. BY OTHERS j 4 OBY T .• • 2 BY O BYY FINISH 4 el (�_ O. MIJI.l4pA488E0TIN O R rRt� - R cuP cwooDl A UPDATED PER NEW FOC REQUIREMENTS 107/07/08 RETRO FIT CUP/MASONRY 2 TAUATION • 4 MULL BAR � a - . • -.A" •' U NAWN tlY: ctc 41.7 r • r. • ey 3WC MULL BAR AA 4/13)2000 PPOPRIATAMONDOOMAPMIAL THE MFONM1tON CONTAB4EOIN7IOAAWt4618 THE BOLE J, YANowsystemsvo. 710NR411A{Td{A8AYi4gdE > L.1 LOW ". (�g CW134.148 swarm FERMIUM OF CUSTOM WINDOW swam NC. PRO}flBttED. < - $ FL. P.E. 8�f4' •' '' �' .-. LETTER: A T: s 6 OF sane �; ;; CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS MERIDA FINISH BY OTHF-RS PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP 4' VERTICAL MULL BAR WINDOW WRAP . BY OTHERS PERIMETER CAUUC BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS SHEATHING BY OTHERS sEp (DR FRAME pN • •o Litz (MIN. EMBEDMENT) 4" VERTICAL MULL BAR 1 I 1111 11 lle I I p 00 irfw000 suci< BY OTHERS V.; YER M 2 BY WOOD BUCK BY OTHERS RETRO FIT MULL BAR CLIP INSTALLATION ANCHOR. PIO WOOD ANCHOR WITH WASHER (420 INSTALLATION ANCHOR. PIO WOOD ANCHOR WITH WASHF-R (4X) EMIDEOMENT) EXTERIOR MESH BY OTHERS NOTE 2 BY WOOD BUCK BY OTHERS SHEATHING STOWERS INSTALLATION ANCHOR. MO WOOD ANCHOR. WITH WASHER (4X) 00 , Ig •it La ■•• 1 1 ■• 1 =MO Lair BABEDMENT) CAULK BEHIND • FIN BY OTHERS 0 a •• WO/DON WRAP BY OTHERS 1, RECESS RETRO FIT CLIP 1/4' SO MULL BAR WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. PERIMETER CAULK BY INSTALLER PlKoNNTARY AIN CKINADIENITAL • . - THE INFORMATION CONTAINED IN MIS DRAW W THE SOLE PROPERTT Ira VENOM S ITITEVARATIC. Ala REPRODUCTICN W PART OR AS A VIROLE WRITTEN PERIANINCIN oF custom WINDOW SYSTEM INC. 8 PROKIINTWI •-••• 1414MCAS &LEG 00D) RETRO FIT Milli WAR CUP 4' HORIZ. MULL BAR A J UPDATED PER NEW RC REQUIREMENTS 107/07/08 44TH AVE. e'4'V0MULL MR • 74 CUMIN WCOD INSTALLATION - MUU. BAR MIN NE. Ap.1 LETT 4113/2009 CWS-1441 n 7 OF 7 BcIS Home Log In 1 User Regktratbn 1 Hot Topics 1 Submit Surcharge f Stets & Facts ! PubBcatbns FBC Staff BCS Ste Map ; Links 1 Search Product Approval USER: Pubic User Produ Aoorovai Menu > Product or Aop Search > Aoot&atbn List > A • • Bration Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone /Email Authorized Signature Michael LaFevre miafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method �FL5823-R4 Revision 2007 Approv SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368 -6922 Ext 208 Windows Single Hung .CC Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Eva uation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eval Rep SH -8100 Imoact).odf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 '3 7/15/2009 9:19 AM 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 -155A (SH -8100 Impact).Ddf FL5823 R4 II DuPont PVB NOA 05 -1208 02.Ddf 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).adf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits o Use ed 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 +1- 67.5 psf. Installation Instructions FL5823 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).pdf 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 FL5823 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.adf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).Ddf 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 Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96° w/ 5 HI sash, +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).odf Created by Independent Third Party: Yes 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 PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 7/15/2009 9:19 AM IBa ckI ICI DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AO rights reserved. CoovrWht and Dkelafiner Product Approval Accepts: If3 7/15/2009 9:19 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer: 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 9B- 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 Technkal 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 Lomas P.E. 2. Test reports: a) Report No.: NCTL 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, t75.0psf design pressure, 10.13 psf water infiltration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. 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 1996 Cyclic Load Test, 175.0 psf design pressure c) Report No.: NCTL210- 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, 1:67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading 167.5 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/i.S.2 -97 Design pressure: t67.5psf Water penetration resistance 10.13psf ASTM E 1886-02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, 1:67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and seated by L Roberto Lomas P.E. F kik\t1 / / //f . s wow. •wr dj1- ti *� o w -.. _ S '' y.' - 7 • ri U 0' • T - = • • "` �� , r'`' :" 1 TAT OF , :,9 t:r 1s .mp • y ... . ��040RMt G1 �* 1 oft 0 +1 • ....... �• :9 •9 p1 / B +eeof•r: +11 Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Luis R. Lomas, P.E. FL No.: 62514 07/1612008 Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 47 11/16" x 3311/16" t 67.5 psf • Large and Small Missile Impact L. Roberto Lomas F.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: 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 finandal interest in any other entity involved in the approval process of the listed product(s). 2 of 2 • Units must be glazed with 3 A° IGU consisting of outboard lite 1/8" Ann — Air — 5/16" laminated inboard lite consisting of 1/8" Ann — .090" Dupont Butacite PVB interlayer— 1/8" Ann per ASTM E 1300. • Dupont Butacdte 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. .4 • • , 4 "a l�l� j � ',i ti�J .•• •.41 N *; No fl •* • _a :a w : 1 • S TATE OF • 's N OAL �' Engineering Evaluation Report Report No.: 510484A Luis R. Lomas. P.E. FL No.: 62514 07/1612008 76' MAX. OVERALL FLANGE HEIGHT 74 314' MAX UNIT HEIGHT MAX SASH HEIGHT 83 8fe' MAX F ANGE HEIGHT MAX � UNIT HEIGHT 24 sir MAX. SASH HEIGHT — 53 118° — MAX OVERALL FLANGE WIDTH -+91 7/8" MAX. UNIT WIDTH . 4711/18" GLASS 01.0 •r 49.119 — GLASS DLO EQUAL SPLIT 53 115' FLANGE WIDTH 51 7 /6' MAX. UNIT WIDTH 4711116' GLASS DLO O X 9 48,16' GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE 8 NOTES 2 DP CHARTS & GLAZING DETAIL._ 3 SECTION VIEWS.... 4 EXTRUSIONS 8 B.O.M. 5 INSTALLATION DETAIL 6-8 SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) DLO 213/8' GLASS DLO 33110 GLASS DLO 33 11/16" GLASS DLO 881/2" MAX. OVERALL FLANGE HEIGHT 881/4• MAX UNIT HEIGHT 30 V2° MAX SASH HEIGHT 531/8" MAX OVERALL FLANGE WIDTH 51 718' MAX. UNIT WIDTH 83 5/16° MAX. OLAVER LL HEIGHT 821/16' MAX UNIT HEIGHT 24 5118' MAX. SAIIN HEIGHT 4711!16' GLASS DLO 451118" GLASS DLO 5111 SASH ORIEL 531!3" MAX. OVERALL FLANGE WIDTH 51 7/8' MAX. UNIT WIDTH 4711/16' GLASS DLO 451/16" GLASS DLO 4 HI SASH ORIEL 33112 GLASS 01.0 27 3/18' GLASS 01.0 SOW 01.0 21' GLASS DLO PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT 5017101 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSmVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED.,SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL - 210 -3168 -2 , NCTL- 2103168.2A , NCTL 210 - 3188.3 , NCTL- 2103188.38 9. SERIES / MODEL DESIGNATION SH-S100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED 70 PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CAU.OUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37" MAX OVERALL FLANGE WIDTH 35 3/4' MAX UNIT WIDTH 318/16° GLASS DLO MAX OVERALL FLANGE • HEIGHT 61 3/4' MAX UNIT HEIGHT 20- SASH HEIGHT 78 15/1S" GLASS OLO ,:. ., s '. 0 7., 1 I ':..ta .� A I UPDATED PER NEW FBC REQUIREMENTS F :.. r ,T _ • TES & EL AATIIONI+AP 6 • 'T�.1 , n 1 07/07/08 7/7/2008 1OF EQUAL SPLIT ` P � PROPRIETARY AND COMOENT%L -- ;y e 4 .. .0 .� . ' .: Y1e S ,a, c„ a. THE M 1N 7 FORMADONCONTAME0 os ORAWINO IS THE SOLE. PRO fir • -L'R miaow SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A � ' .. 7 l O I ' FL P 0 5251# WRITTEN PERMISSION OF CUSTOM WUIDWy SYSTEMS, INC. IS P • • SW 44TH AVE. FLORIDA 34474 CWS -155 BEE NOTE 2 SEE NOTE 2 r ]2• 4' 4' .--• MAX. O.C. 8' — 12° MAX (TYP) MAX. O.C. MAX. MAX (TYP4 M AX MAX O.C. � SEE NOTE 8 MP) (TYP) 4" — 8" 4" 8" MAX (TYP) 11" MAX MAX °. MI') a (TYP) INSTALLATION ANCHORS TYP. Attr"+RU 41,1 oil °Gdr oR�+r o�PEkNO, (8PECXPIO FOR 760.P.) . THRU H NNUNO FW OPENING) (SPECIFIC FOR 751).P.) INSTALLATION ANCHORS TYP. 18" MAXO.C. INSTALLATION ANCHORS TYP. 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" 18 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3115" 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 BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1112° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. AU. 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 J.' 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 PROPERTIEI 1. 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-80, GRADE N, TYPE 1 (OR GREATER). 4T LAUT - (FLANNE). U 8 (/AASONRY OPENING' (SPECIFIC FOR 87.8 D.P.) r , O (y, - . . ..,711`1,5,... - i THE. INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY.OF PR.OPRIETARYAND CONFIDENTIAL > �T° - o C. 7 L �. I., L. ROa€RTO LOMA8 • WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A WHOLE WIT HdW DOE Ft.. 11.t. NO. 82514 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. IN 18 PROMStT - v ..G a ** . j� 4 .. • .. =3 0 A ¢ ',P.., n,. " ", e e ,^ . MAX O.C. INSTALLATION ANCHORS TYP. 900 SW 44TH AVE. CALA, FLORIDA 34474 JIN CHOR SCHEDULE • LPVC SINGLE HUN MODEL 8100 8" MAX O.C. O X ANCHOR LAYOUT -(FIN) THRU NAILING RN 000O ) (SPECIFIC FOR 87,5D.P.) SEE NOTE A I UPDATED PER NEW FBC REQUIREMENTS 07107108 IMPACT BYADE ?ATE: 7/7/2008 MMO.NC). NTS CWS•188 r �..: y.. A 3 • : 2OF8 COMMODITY SIZES (TIP to TM HEIGHT WJ WIDTH UM GLASS TYPE 28 ..- -. 88661 88 83 72 76 18118 A.8 +751.75 +751 -75 +751.75 +751 -75 +751 -75 +575/ -67.5 +87.5/ -875 25112 A,6 +751.75 +751 -75 +751 -75 +751 -75 +75/ -75 +57.51 -67.5 +57.5/ -875 A,5 +751.75 +75 /- +751 -75 + 751 -35 +751.75 +67.51- 87.5 +67.51 -875 63118 ) A. 8 +87,5/- 87.5 + 6 7 . 5 6 7 . 5 1 - 8 7 . 5 + 0 7 . 5 1 - 57 . 5 + 6 7 . 5 / . 6 7 . 5 + 0 7 . 5 1 - 8 1 . 5 + 6 7 . 5 1 . 6 7 . 5 67.5 _, T ... �' Sl'iy • A I UPDATED PER NEW I'BC REQUIREMENTS 07107108 MODULAR WES (IPST - WINDOW SIZIB IUGHT I53q WIDTH Itlfl 231/2 27 112 28112 31 1/2 36 112 39112 41 112 43112 471/2 81112 GLASS TYPE A. B A, 8 A, 6 A, 5 A, 8 A, A, B A, 8 A, A. 5 271/2 +751 -75 +751 -75 +751 -78 +75 - 75 +751 -75 +57,5/ -67.5 +87.5 - 67.5 +57.51 -87.5 +57.51 -67.5 +67.51 -87,5 29112 +751 -15 +751.75 +75/ -75 +751 -75 +751 -75 + 67.51.67.5 +67.51 -87.5 + 87,5 97.5 +67.51 -57.5 + 8751.57.5 31 112 +75/ -75 +75/ -75 + 751.75 +751 -75 +751 -75 +6751- 87.5 +67,51.87.5 +6751- 67,5 +8741.57.5 +6751 -675 351/2 +751 -75 +75/ -75 +75 / -75 +751 -75 +75/ -/5 + 87.5 / - 57,5 +87.5/ -87.5 +67.6/ -67.5 +87.51 -675 +67.51 -87.5 GLASS TYPE A 361/2 • 751- 75 +751 - 75 +75/.75 +751 -75 +751-75 +67.51 -57.5 +67,5/ -67.5 +87.51 - 67,6 +575/ -87.5 +8751.67.5 41 1/2 +75/ -75 +751 -75 +75/ -75 +751 -75 +751 -75 +87.51 -87.5 +67.51 -67.5 +67.5 / -675 +57,5 / -87.5 +6751- 67.5 3/4° OVERALL 118' ANNEALED GLASS 6118• AIRSPACE . 5118° LAMINATED 118' ANNEALED GLASS 3132' DUPONT PVB INTERLAYER 118' ANNEALED 0LA58 43112 +75/ -75 +751 -75 +751 -75 +75/ -75 +751 -75 +87.5 /- 67.5 +67.51-57.5 +67.51 -87.5 +87.51 - 67.5 +67.51 -67.5 471/2 +751 -75 +75/ -75 +751 -75 +75/•75 + 751- 75 +87.5 1- 87.5 51 112 +761 -78 +751 -75 +75! -75 +751 -75 +75/ -75 +67.81 -67.5 +67.51.67.5 +875 -87.5 +67.51 -57.5 +67.51 -87.5 GLASS TYPE 5 PROPRIETARY AND COIFICEN111L THE INFORMATIONCONTAINED IN THIS DRANIINO IS THE 901.E PRO 531/2 +751 -75 +751 -75 +7 -75 +751 -75 +75/ -75 +87.5 1.57.5 +67.51.67.5 +87,5 / -87.5 +875 -87.5 +675 1.67.5 85112 +75/ -75 +75/•75 + 751 -75 +75/ -75 +75/ -76 + 87.5 / - 87,5 +67.5/ -67.5 + 67.61 -67.5 +67.51 -67.5 +87.5! -87.8 314° OVERALL 1/8° TEMPERED GLASS 8115' AIR SPACE 5118° LAMINATED 1/8" ANNEALED GLASS 3132' DUPONT PVS INTERLAYER 1/8" ANNEALED GLASS 581/2 •751 -75 +751 -75 +751.75 +751 -75 +75/ -75 +67.5!•67.5 +67.5/ -87.5 +57.51 -87.5 +57.5/ -87.5 +57.51 -87.5 531/2 +67.51 -67.5 +67.51 - 87.5 +67.5/ -675 +67.5/ -87.5 +87.51 -675 +87.51 -67.5 + 87.51 - 675 +87.5/ -87,5 +87.51 -67.5 +87.51 -57,5 681/2 +87.5/ -67.5 +57.51 -87.5 +87.51 -67.5 +57.51-57.5 +87.51 -67,5 + 57.51.57.5 +67.51.67.5 +57.51 -67.5 +67.51 -67.5 +87.51 -675 871(2 +67,5/ -87.5 +87.51 - 67.5 +87,5 1.577.5 +57.5/ -57.5 +67.51- 57,5 +57.51 -87.8 +87.5/ -87.5 +67.5 /- 57.5 +87.51 - 87.5 +875 /- 57.5 +67.51 -57.5 +678! -67.5 NOTE: 1.F SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER 8 71 112 +67.5/ - 67.5 +87.51 -67.5 +57.5/ -87.5 +57,5!•87.5 +57.51 -67,5 +87.5! -67.5 +87.51- 87.5 +137.5! -67.5 +87.5! -87.5 + 67.5 1- 87.5 .87.5 87.6 +8751- 57,5 74 9/4 +67.51 - 87.5 +67,51 -67.5 +67.51 -87.5 +67.5/•67.5 +57,51 - 57.5 +87.5 -67.5 +67.5 - 57.6 +67.51 67.5 +67.51 - 675 +87.5 675 -RATE PE6MIS0M OFC EM .I._ WRITTEN PE.RMI68WN 4F CUSTOM WD970MY SYSTEMS. INC. IS TYPICAL VERTICAL SECTION ALTERN _ TE FIN FRAME ••i •Ll.._� •fI•k NOTE y $1DE : S FMEI • r . RIOHT M)E SHOWS BASH OUT AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37° WIDE ANDIOR SV HIGH. PJOTE: ITEMS USED BUT NOT ShOWN FOR CLARI } MIRE- 20,23,25,28,31,37, 44,46,47,49- 52,55.63.64.57,68$ PROPHETMYAND COWIDENTYIL THE INFORMATION CONTAINED IN THIS DRAWING tS THE SOLE PROPERTY WS1OOW SYSTEMS. INC. ANY REPRO:WORON IN PMT OR AS A WRITTEN PERMISSION OF CUSTOM WINDON SYSTEMS. IMO. IS ROOii••��Ii dam.. e6~y t DETAIL A 111 • 14.Fa • ▪ 1900 SW 44TH AVE. q�J� • /N ALA, FLORIDA 34474 '. SECTION VIEWS & ALT. FRAME - IMPACT IMPACT HOOK SPACING: 1) SILL HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF HOOK. 2) BA 3) A CATCH: HOOK 18 CENTERED IF UNIT WIDTH IS GREATER THAN 37'. A)) 2.112° FROM BASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH 1S CENTERED IN SASH IF UNIT WIDTH I8 GREATER THAN 37'. SASH AND FRAME HOOKS ARE TO AVON WITHIN 114'. A 1 UPDATED PER NEW FHC REQUIREMENTS PVC SI eLE HUN NTS LETTER: A 07/07/08 717!2008 OVA-155 4 OF 8 139/1 II Perla 7 9 9 10 11 11 13 14 19 16 17 le 19 20 21 12 13 24 13 26 30 31 31 37 39 39 42 43 . 44 49 46 .99 40 51 52 53 54 136031 148031 146031 146031 H4001 6.1490 116027 131497 1443023 8-1455 134056 S•1498 843016 84315 84215 84016 8-6013 84614 84029 8-1576 84555 8-1504 1 R5048 R3753 P3764 27 26 P4215 R3881 P4423 P3765 R3788 P-4051W R3748W R3559 P4659 P3342 P4752 1 R3433 9 P-3713 R3861 P3613 95 61 63 64 68 66 67 66 69 70 71 73 Deactiytion Maln Fr., SH, PVC Head P4261 994213 P3218 P3321 P3561 1 F-30:19 R3033 116026 8-1112 135526 P3113 N'aln Fr. , 811, w PVC, 511 Min Fr., SR Matt Fr., 1:01. PVC. IL JO, blest RoL Fxd. ROW. Fxd. /AR Sali Meet Rd, Pie Float Sash Meal Rd Sash actors ROL PVC Rohl S.S.R.rti.8.1t Sash Side/Top/8a Ref Rehr. S.S.Ritallft Gk. Eld., 314",F641.,11K12. Gk. 138„ 3/4,Fxd., Vert. Gle.61., 314`,Ssafi, Hartz. Gk. St, 3ir,Sash, VarL Sem. Ads*, Iv /120. P4/0, Hort. Sara. AGML, P/C, Vart. Sash Stg Pie. Vs& Fr. 620t0h, WC, 170., SHMII, 1 - 1 4b) 8486881.48.m. bast Anchor Oh Salazar sash Cals. FVC Tata Out elp Lack, inpast. P10 Kasper, toast Pie Weep ewer w/ Flap 5*Ir4. Flats, P.1.07. Wstp., 0270 x .187 book ftSell. Griri 38 2.000 Ph P1 alds 08 x 6.52599 64718935 686 1.250 Fh Fti'rE. M3 it 0.625 Guild M-11131, Wt. air R1113( 2 98 x RIPHIS12 Sawn Scaler, 0814504 Gap Aka, 112" Fhb Hot Met, TruSeal 1-1* 11215391. truSeal. Set. SM., 85 U. 161° x 583" 2' Lg. 81481000511 Md. labet, hItterals. irpact Mayoral LhL (NFRODF) OM LK 0 Glass, Find Ghm, Sash Spacer (sea strl 3) Sore'9 Freda. Hark. Semen Rene, Vert. Scams Pram Corner Key Berea Cloth 18x 16 Fberglass Screen Spina. .155 0Ia, 13k Screen Pal Tab Screen Spay. 88 Mail R., SH. wlRt. PM. Ghsha Dead Sub yhyl a/ Rat Base..380 Mph Screw • • rt tor PIC 2.709 PVC FRAME FIN-8026 3.125 PVC FRAME FLANGE-6031 1:4" L .217 1118* REINF. S.B.R./S.S.R. - 1498 FR. HOOK MPACT (SH SILL) ALUMINUM 6063-T6 ALUM 6063 T-6 NOTES: ITEMS 33-36, 41, 60, 56-61 ARE NOT USED ON THIS PRODUCT. 3,1V — I 1132" 1.180•1 PVC SASH BTM. RAIL-8028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 REINF. FIXED MTG, RAIL-1499 1.440 ALUM 6063 T-6 PVC FIXED MTG. RAIL-6001 2 lir --.1L9,9r ANCHOR CLIP, 1504 ALUMINUM 6063-T6 2 13/113* PLAN VIEW OF ANCHOR CUP 314" 16 1/4" REINF. SASH MTG. RAIL-1497 1.835 PVC SCREEN SUPPORT - 6014 1.847 PVC SASH STOP-6029 ALUM 6063 T-8 PVC GLAZING BEAD-6016 1 118" 112' PVC SCREEN CATCH - 6013 f alflr aM iCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME tad 1,64: — r cor SASH CATCH IMPACT ALUMINUM 6063-T6 A J UPDATED PER NEW FBC REQUIREMENTS I 07/07108 ••■■••■•■■•••I ATE: 7373200e MG. NO.: CWS SHEET. 5 OF 8 .. • .1. „,:%. . ,.... SW 44TH AVE. ■ (14, ,, , ...••• FLORIDA 34474 ,:.. ... ..... . ' ; ....-',:: : • -..N.,,,,. 1 ...,,..74,, : / B.O.M.- IMPA T 6 :,,'• 3RAWN : ADE 4. • ...:. ,., -.' PVC SINGLE HUNG PROPRIETARY AND 001613026170. s• • .4. AZt .1 .. Eireka , : ed . 4QD . 4 _840 NTS Whom SYSTEMS INC. ANY REPROOUOTION IN PART OR AS A W-10tE WI i THE INFORMATION coNTANEO 111 rws Mews ts ma seta saosisare 0 ! . . 991. p.. 440. 02514 ,,, • .. _.... '1 °' . " - E TTER ' A WRITTEN PERMISSION OF CUSTOEI WINDOW SYSTEMS. INC. Ni PROISEIRE0.-- 4 ... : ,> /0„,:::, O •e a4 s • 4 ;o •9 •, s • 4 • 4 • 1/4" MAX SHIM (SEE NOTE 283 ON BHT. 2) ANCHOR CLIP 1 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. 1/4" MAX SHIM O BEENOTE I &3 N BHT. 2) ANCHOR CUP • 0 • • e •• 4 • • e 4 CAULK BETWEEN BUCK 2 iif12" AND CPENINO BY OTHERS PAIN. EDGE DIST4 CONCRETEIMASONRY BY.OTHER$ EXTERIOR FINISH BY OTHERS WINDOW FRAME HEAD PERIMETER CAULK BY INSTALLER 0 . PERIMETER CAULK BY INSTALLER WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS ® VERTICAL SECTION CUP (MASONRY) D P •I •• 1 BY WOOD BUCK BY OTHERS CUP LL ANNCHDR INSTAATION ANCHOR, 3/18• DIA. MASONRY ANCHOR. EXTERIOR FINISH BY OTHERS i _ 0•1 •• _ •• •S P r " P • O • • �p P.. o. LUC (MIN. EMBEDMENT) .2* 21 (AIN. EDGE DIET.) 1.1/4" (MIN EMBEDMENT) J 1/4" MAX SHIM (BEE NOTE 2 & 3 EMT. T. 2) A UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 STAI.LATION DETA W /CLIPS - IMPA T • RAW BY: A PVC SINGLE UN ADE SW 44TH AVE. .A FLORIDA 34474 CAULK BETWEEN BUCK AND OPENING BY OTHERS . INSTALLATION ANCHOR, 3/16" DIA MASONRY ANCHOR ANCHOR CUP 114" MAX BH1M (SEENOTE2&3 ON BHT. 2) 1 BY WOOD BUCK BY OTHERS 11/4 (MIN. EMBEDMENT) 2 112 (MIN. EDGE DIET.) • • • e • • 4 . •A • a • • d• a 4 4 4 . o . a ; 4.444 • • • 4 • A •00 EXTERIOR FINISH BY OTHERS rth HORIZONTAL SECTION cUP (MASONRY) WINDOW FRAME ELL PERIMETER CAULK BY INSTALLER CONCRETE/MASONRY BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME ® ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) ANCHOR CUP PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3/18" DMA. MASONRY ANCHOR. 1/4" MAX. SHIM j (SEE NOTE 2 & 3 ON BHT. 2) (MIN. EMBEDMENT) MN. EDGE DIST.) • 8 f• g WRITTEN PERMA88bN CU8iOM WINDOW SYSTEMS. INC. I8 PROMOTED,- 'Dr± • THE INFORMATION CONTAINED IN MS DRAWING IS THE SoLE PRoPERTT 17 WINDOW ANY REPROaUCTION IN PART ORASA WHOLE N1J U1'TMB OF ..•fie _..•�' . -o• " _Q•:f•.. 13/" (MIN. EMBEDMENT) . 4 • • • • • • CAULK BETWEEN BUCK • t� AND OPENING BY OTHERS • • 0 • 4 4•a • •i 4• •• nA EXTERIOR FINISH HORIZONTAL SECTION BY OTHERS ® CUP(WOOD) INSTALLATION ANCHOR, 010 WOOD SCREW 4 2 BY BUCK • BY O THERS . 4 CONCRETEIMAEONRY BY OTHERS NTS TT LEER: A 7/7/X08 CWS -155 6OF (MIN EDGE DIST.) CONCRETE/MASONRY SY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BYINBTALLER WINDOW FRAME CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW F SILL CONCRETE/MASONRY BY OTHERS • • •: . • • •• • : • •.. . • A . MME ® VERTICAL SECTION FRAME (MASONRY) DRYWALL BY OTHERS • 4 . 4 (MIN EMBEDMENT) 2 +n" 44,0 (mN. EDGE DIST.) •; • a 1/4• MAX SHIM J • 4 (SEE NOTE 26 S ON8HT.2) 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR. 3118• DIA. MASONRY SCREW 8VNEOPRENE BACKED WASHER THRU SCREW SUPPORT CONCRETE/MASONRY BY OTHERS • i • 4 INSTALLATION ANCHOR. 3118° DIA. . MASONRY SCREW w /NEOPRENE • 4 = : ..; BACKED WASHER THAU SCREW SUPPORT • 4 ' 1 VitaFT ■�I� - -,� =! INSTALLATION ANCHOR. 3/18" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114• MAX SHIM (SEE NOTE 2 & 3 ON BHT. SILL STOOL BY OTHERS (MIN. EMBEDMENT) ■ USE SOLID WOOD SUPPORT TO MAKE BILL LEVEL BY OTHERS CAULK BETNEEN BUCK AND OPENING BY OTHERS EXT. FINISH BY OTHERS EXTERIOR FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK BY OTHERS EMBEDMENT) ti ,. 2112 (MIN. EDGE DIST.) PR7PRETARYANO CONFPIENIB I. ".• .2. :. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERI>k WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTET.18. INC. I8 PRO MEIi .. ' • 114" MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER CONCREfEIMASONRY ALTERNATE PRECAST SILL DETAIL BY OTHERS �FRAME(MASONRY) WINDOW FRAME JAMB 114• MAX SHIM (SEE NOTE 263 ON VT. 2) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 311S" DIA. MASONRY SCREWw!NEOPRENE BACKED WASHER TMRU SCREW SUPPORT ■- -' *•' F IAT' MAX SHIM (BEE NOTE 2&3ONSHT.2) po FL. 44f m. (MIN EMBEDMENT) (MIN EDGE DGE DIST.) SW 44TH AVE. ALA, FLORIDA 34474 • • ® HORIZONTAL SECTION FRAME(WOOD) j A UPDATED PER NEW FBC REQUIREMENTS 1 07/07108 � �.� . . • ti •' „v.," y a IN - AL1A L'NPET • THR FRAME e e ADE : ' • e,r - 0100 13re. (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS • A INSTALLATION ANCHOR, 010 DIA. • WO EOPR 'BAC KED A WASHER THRUSC ENE ► * ► SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS T 7m2008 NO CW 155 •70F8 SHEATHING BY OTHERS EXTERIOR FINISH -- BY OTHERS CAUU< BEHIND FIN BY INSTALLER WINDOW WRAP SY INSTALLER PERIMETER CAULK BYENSTALLER WINDOW FRAME HEAD WINDOW FRAME BILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 111:1 L; j eo ® VERTICAL SECTION FIN (WOOD) — L]X (MIN EMBEDMENT) 1 '‘ e• INSTALLATI ANCHOR. *8 WOOD SCREW EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 11H WOODECREW 1/4 MAX SHIM (SEE NOTE 2 & 30N SKT. 2) r _ 114' MAX SHIM (SEE NOTE2S3ONSHT.2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR, VI WOOD SCREW EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS 1I FrAl EMBEDMENT) CAIN( BEHIND FIN BY INSTALLER d• d • t• .•• , PROPRIETARY AND CO,FIO*NTRL l ' • WI THE INFORMATION CONTAWEDIN1Na DRAWING 49 THE SOLE PROPERTt • NDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLtE� yM1g WRITTEN PERNYSSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHPROHIBITED r I {� ,oaf d• 4 M �� I �� . _i;��►. - 1 HORIZONTAL SECTION FIN (WOOD) e s 1• .fur 1/4` MAX SHIM (SEE NOTE 2 &3ONSHT.2) WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB 0111111111111111111111M 1 31•IH f e FL• P.E..J .,I1'd814 A I UPDATED PER NEW FBC REQUIREMENTS 107/07/08 1900 SW 44TH AVE. • DMA, FLORIDA 34474 DET L WOO 7/7/2008 O " CWS -155 B OF8 NNlorida Building Code Online tFiLE s Y EI::PgF ti BCIS Home I Log In 1 User Registration 1 Hot Tooke 1 Submit Surcharge 1 Stets & Facts I !Publications I FBC Staff I BCIS Slte Map Unto 1 Search 1 Product Approval USER: Public User • product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Michael LaFevre miafevre @cws.cc Technical Representative . Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6422 Ex 208 Rai.-' s.cc Category Subcategory Compliance Method Florida Engineer or Architect Name Who developed the Evaluation Report Florida Ucense Quality Assurance Enttty Quality Assurance Con tract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) f FL6890 -R3 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenge Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenge Ocala, FL 34474 (352) 368-6922 6xt207 MLaFevre @cws.cc {{ i atlon Report frdm a Florida Registered Architect or a Ucensed Florida Professional ngineer L Evaluation Repo - Hardcopy Received 1 Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urlch, PE � k Validation Checklist - Hardcopy Received FL6890 R3 COI 510 Oval Rep CA -8400 Impact).pdf Standard ea AAMA /101/I.S.2 -97 j 1997 AAMA/WDMA /101/I.S.2/A440 -05 2005 ASTM E1886 -02 I 2002 fi POW , ick rage 1 01 ,5 S a ', of Products . . Model, Number or Name Description 6890.1 / I 8400 Vinyl Casement 8400 VlnyllCasement (Impact w /heat strengthened glass). . Lim! - f Use proved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: 8400 Vinyl Casement strengthened glass) Large 37x72, laminated glass Abell used In HVHZ. HVHZ: Yes HVHZ: Yes -67.5 (Impact w /heat• Missile, DP = +/- 67.5 psf, will have DuPont's interlayer Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 113' II Mlkron NOA 06 -1220 Ol.pdf Verified B'?': Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AP 510489A (Eval Rep CA -8400 p Created b'y Independent Third Party: Yes 6890.2 i 8400 Vinyl Casement. 8400 Vinyl +Casement (Impact w /annealed glass). Limits of Use i ipved for use in HVHZ: Yes pproved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +601 --60 Other: 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's Interlayer when used In HVHZ. I j installation instructions FL6890 R3 II CWS -161A (CA -8400 1 pack) pdf FL6890 R3 11 DuPont PVB NOA 05 - 1208 02.pdf FL6890 R3 II . Mlkron NOA 06 - 1220 01.adf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 11.3 AE 510489A (Eval Rep CA -8400 lmpact).pdf Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement Impact Window CA -8400 Vinyl Casement w/ heat strengthened glass. I Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 sf Other : Large Missile, 40° x 63 °, DP = +1- 75 p, (Impact w/ heat strengthened glass, PVB). Q Installation Instructions FL6890 R3 II CWS -24Q (CA -8400 Impact 40 x 63).pdf FL6890 R3 11 DuPont PVB NOA 05 -1208 02 pdf FL6890 113 II Mlkron NOA 06 -1220 01.pdf 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).odf Created b Independent Third Party: Yes 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 ASTM E1996 -02 . 2002 PA/TAS 201/202/20'3 1994 Method 1 Option D 12/19%2008 12/29/2008 01/08/2009 02/03/2009 Back Next 1 ❑CA AdminIstratlon Department of Community AM4Irs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard! Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 19 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: I rl ru'.±r I Page 2 of 3 L. Roberto Lomas P.E. • 1432 Woodford Rd. Clemmans, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Engineering Evaluation Report • Product Une: 8400 PVC Casement— Impact resistant Compifance: The above mentioned product has been evaluated for compliance with the requirdments 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 comer 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, t67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading t60.0psf design pressure b) Report No.: NCTL 210 = 3274 -1A, signed by Gerard J. Ferrara PIE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 1 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E Cyclic Load Test, 1-60.0psf 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 t67.5psf design pressure d) Report No.: NCTL 210- 3278 -1A, signed by Gerard J. Ferrara PE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM 61998 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level 0, nd Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, t67:5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/1.52 -97 Design pressure: t60.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 610116, prepared, signed and sealed by L Roberto Lomas P.E. 1 of 2 orllti . ,,f. \ v� •.'""'"' ` � � . E °� .. • / ; r ' �: (7.7717..;* ! ' ✓ tea -' • �/ / ma y ( • I a- " °`.r°. =A ]q q+„+?a - , - i ` a'^' S TAT OF .r R�;a Ltfl . .7":24:41;;;43T-‘ * If ®li t ... .,ttl \ Report No.: 510489A • Unit Size Max. D.L.O. Design Pressure;Rating Impact Rating Up to 37°x63" 29 Wx55' /•" ±60.0 psf ; Large and Small Missile Impact Up to 37 "x72" 29'/a "x64 W 1 167.5 •sf 1 _ Large and Small Missile Impact L. Roberto Lomas P.E. 1 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: Engin4ering Evaluation Report Report No.: 510489A • Units up to 37 "x63" must be glazed with: W tGU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann — 0,090 Solutia or DuPont PVB interlayer —1 /8" Ann, per ASTM E 1300-02. • Units up to 37"x72" must be glazed with ' /," IGU consisting of outboard lite 1%8" HS — Air— laminated inboard lite consisting of 1/8" HS — 0.090' Solutia or DuPont PVB interlayer -1/8" H. per ASTM E 1300 -02. • Solutia interlayer per NOA 03-0827.08 • DuPont interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVI-1Z • 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 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -161 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, { 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 .`\ � �'I l • g // e ▪ • • • L TAT OF :11 • '17 % • het t• •!•1 .# f.. • Litf §'R�Carrr s, p,g..' FL NS.:142514. • 07/1740413;' r • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS___.._....___.1 • . ANCHOR SCHEDULE & NOTES... -- ...2 D.P. CHARTS & GLAZING DETAILS____._._.„__3 SECTION VIEW & ALT. FRAME_._. „_......__........4 EXTRUSIONS & INSTALLATION CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 84 V4' MAX OVERALL_ HEIGHT 63 UNIT HEIGHT 314• MAX SASH 1T 36 114' MAX OVERALL WIDTH 3T UNIT WIDTH 35 t132' MAX SASH WIDTH i/4' RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE GLASS PROPRIETARY ANS COMIL ENThL • • THE INFORMATION CONfAtwD IN THIS DRAVNNO IS The SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE WITMOUT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. • ' pVC IMPACT REINIIRFMFNT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS. (SEE SHEET3) 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 1300 - POSITIVE DESIGN LOADS BASED ON 1 ta PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.8 FOR ANCHOR DETAL 8,SHUTTER$ARE E , 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL 2102274 -1A • NCTL 2103274-1, NCTL 210 278 NCTL 2103276 9. SERIES/MODEL DESIGNATION CA.8400. 10. WOOD BUCK OR STUD FRAMINGTO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBO.M OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 � � p .,�. AEA S.VV.44THAVENUE '• C?CALA„ FLORIDA34474 „ .., - e , J 7 MLitt 1 %(t tL , NOTES & ELEVATIONS - LARGE MISSILE IMPACT i s UrB: WNtlY: HAT .1AIt: 717/2008 >.. -s* I$IC CASEM ` L. 1708tH iat 4", •.• NTS F .� If4oD FLP.E NO. 87614 :.iY ,.. or. LtIIt}L A CWS -181 SCI' 1 OF 8 V MAX. 4' MAX }+ 12 Ur `I , SEE NOTE 2 1(TYP) ITYFI I f MAX O,C, (TYP) - - - t - - - - - - -- 4 MAX. (TYP) ANCHOR LAYOUT - (FLANGE1 - N nit FRAJ bcUP Wont) onwsoNYopeass, N FOR LIMITS UP TO Sr TT INSTALLATION . ANCHORS TYP. ANCHOR LAYOUT - (FLANGE1 THRU FPAYE a cup (atm oft wavier OPEMtii1 • FOR UNITS CPTO3T'i 6T INSTALLATION ANCHOR TYP. NOTES; 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REVD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SI-UMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL. HE CONSTRUCTED OF HIGH DENSITY PLASTIC DR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4 311 D IA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGT TO ACHIEVE A MIN. EMBEDMENT' OF 1 414" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 211Y SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A'MIN EMBEDMENT OF 1318° INTO 2 BY WOOD BUCK. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/r INTO 2 BY WOOD BUCK FOR FIN INSTALLATION • 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. MAX. O.C. Sr MAX. 0.0. (TYP) • ANGKOR LAYOUT -(FBA TIM WALLING FIN WOOD OPENING) FOR MATS UP TO 37" pc TV SEE NOTE 6 INSTALLATION ANCHORS TYP. TIE DFORMATIONCONTMNEO W ITIS IMAVVhtttl I F1t a... mummy # tag IUM • - G iMNDOW S Y S T E M S . MC. MY REPRODUCTUIX4 IN P A R T OR ASA vf11DLE,1MTHd 1 THE FLT. Ei.E. NO. 62514 i WRITTEN PERWSSION OF C USTOWMNO NSYSTEM% INC IS PROHQRErt 4" MAX 4' MAX (TYP) MAX O.C. (NP) INSTALLATION ANCHORS TYP. 8' MAX O.C. (TYP) r SEE NOTE 6 ANCHOR LAYOUT - (F1M mum nu AVOW OFEMO/ FOR UPITS UP To 3T•:s3 A (UPDATED PER NEW FBC REQUIREMENTS 107107/08 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS S - e �'T =_; A :-• " "•'• ' • 0 1900 S.W. 44TH AVENUE NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `` +� ; -� . + r r . • a p OCALA, FLORIDA 34474 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERVES: • - - r • :: t 4q A WOOD - MINIMUM S GRAVITY OF G=D.42 y - ' ' • ` 1.... ' • 'r .. r- -ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. G c ,, :4 ' .1 '' C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N. TYPE 1 (OR GREATER). -T'•'1 . I . _ 8400 _ , "' _ - Otrat � PROPMETARYAMT calRO. - ., t, • ' . A ..:,,.eR 4. .rwr i\ 10 i![ Lt I I tH: A • • 7f7/2008 CW - 20F8 7 MODULAR SIZES (UNITWINDOW SIZE . MORTON) W MTN (114) GLASS TYPE 20 291/2 31 1/2 35112 391/2 41 1/2 431/2 47112 51 112 53 1/2 551/2 59 12, 613/4 17 7/3 A, B 460/46 +60140 460/40 4601.60 +60460 +60460 +60/-60 140/60 +60/ -60 +60 /-60 +60/40 460/-60 +601 -60 23 1/2 A.8 460/-60 +60/60 4601-60 + +60/440 +60/60 +60/60 +60/-60 +60/-60 +60 /-60 460/-60 +60/-60 +60 /-60 +60/-60 27 12 A. 8 • +601.60 +60/-60 +60/-60 +60/60 +60/60 +60 /.60 4+01 -60 '+60/ -60 +60/60 +60/-60 4631 -60 +60/.60 29 12 A,B • +60/ -60 460/60 +60/60 4601 -60 + 60/ -60 +60/-60 +60/-60 +601-60 +60 /-60 460/-60 +60/-60 +60/-60 31 12 A.15 • • +601-60 4601-60 +60/60 +60/60 +60/40 +60/-60 460/ -60 +60/-60 +60/60 +60/60 +60/-60 35 12 A. B • • • +601 -60 +60 /-60 +60/-60 +601 -60 +60/-60 460 /-60 460 /-60 460 /-60 4601 -60 +401 -60 35 3/4 A. 8 • + • . • 460 /-60 +601-60 +60/40 +60/-60 +601-60 +60/ -60 +60/40 +60/ -60 4401 -60 17 7/3 23 12 2712 29 1/2 31 1/2 35 12 WIDTH (1N) C, D C, D c, D C, D C, D co , +67.5/47.5 +67.5/ -67.5 + +67.5/ -67.5 +673/47.5 21 1/4 +673/67. +67.5/ -67,5 +6731-67.5 4673/ -673 467.5/ -67.5 • +67,5/67 +61.5/ -673 +67.5/67 +675/67.5 +67.51-67.5 W 10111 (IN) C LASS TYPE 20 29 1/2 35 3/4 31 1/2 35 12 +67.51 -67.5 +67.5/47.5 +67.5147.5 +67.5/47.5 +67.5/447.5 COMMODITY SIZES (71P -219) 39 1/2 +67.5/ -67.5 +67.5/ -673 4473/ -67.5 +67.5/ -673 +67.5/473 +67.5/473 +67.5/ -67.5 63 ' +6731 -673 467.5/ -673 +673/ -673 MODULAR 51133 (UNITWINDOW SIZE; 41 112 +67.5/-67.5 +67.51 -67.5 +6731-67.5 +67.5/47.5 +67.5/47.5 467.5/47.5 46731 -67.5 73 • +67.51.67.5 4673/67.5 46731.67.5 43 12 47 +673/675 +67.5/475 +67.5/475 +67.5/ -675 +67.5/ -67.5 +67.5/ -67.5 467.5/47.5 +675/ -673 467.51 -673 4673/47.5 +67.5/673 +67.5/673 467.5/47.5 +67.51 -673 H172G11T(IN) 31 1/2 +675/ -67.5 +673/-67.5 +67.51 -673 +673/ -673 +67.5/ -67.5 +67.51 -675 +67.5/ -673 53 1/2 467.51 -67.5 +67.5/67.5 46731 -67.5 +67.5/-673 +67.5/67.5 467.51 -67.5 467.51 -673 551/2 5912 613/4 +67.5/675 +673/- 67.5 +673/673 +67.5/ -67.5 +673/673 +673/ -67.5 +67.51- 675 +67.5/ -673 +67,5/ -67.5 +67.5/47.5 +675/47.5 +67.51 -67.5 +67.5/47.5 +67.5/ - 67.5 +67.51 -67.5 +67.51- 675 +67.5/ -67.5 4673/47.5 +673/47.5 +67 .5/47.5 +67.5/47.5 WIDTH (IN) 19 1/8 26 1/2 37 COMMODITY STETS (7W -1IP) HE3GHT(INT GLASS TYPE 21 1(4 38 3/8 50 518 A.0 460/40 +60/40 440/.60 A. B + +60/-60 +60/-60 A, B • +60/60 +601-60 GLASS TYPE A 314: OVERALL 1/5' ANNEALEDGLASS 6116" AIR SPACE 6116' LAMONATED 118• ANNEALED GLASS 3/32" DUPONTPVBIN7ERLAYER 1/5' ANNEALED GLASS 56 +60/40 4601 -60 *60/60 GLASS TYPE 13 63 +60/60 +601-60 463/60 314' OVERALL 1/8' TEMPERED GLASS &10' AIR SPACE • 6116' LAMINATED 118' ANNEALED GLASS 3132" DUPONT PVB INTER.LAYER N3• ANNEALED GLASS %ABS TYPE C 314. OVERALL 1B' HEAT STRENGTHENED GLASS 5115• AIR SPACE 5118' LAMINATED 118' tetAAYb'TRENGTHENEC OU/3S 3/36' DUPANTPVE INTERLAYER 1/6' HEAT STRENGTHENED GLASS 4 r 4 A UPDATED PER NEW FBC REQUIREMENTS 107/07135 ++ 3 • PROPRIETARYMID CORFIOE 1TNL '-' THE wPORMATIONCONTAWED I4 THE8 CRANING IS 11-E SOLE PROPERTY OPONIfT1 WINDOW SYSTEMS. INC. ANY REPRODUCTION M PART OR AS A WHOLE 1MT}E7UT171E WR/TTENPEAHSSION OR CUSTOM WUNDOM SYSTEMS. INC. IS PROHIBITED, . L (4OBERTOtb FL P.E: No. 52514 63 112 +67.51 -67.5 +673/ -67.5 +67.5/ -67.5 +673/ -67.5 +67.51.67.5 +67.51.67.5 +673/67.5 GLASS TYPE 13 S.W. 44TH AVENUE OCALA, FLORIDA 34474 65 1/2 +67.5/47.5 +67.5/47.5 +67.5/ -67.5 467.5/ -67.5 +67.5/ -675 + -67.5 +67.5/47.5 67 1/2 +67.5/ -67.5 +673/ -67.5 +67.5/ - 67.5 +67.5/-67.5 +67.51 -67.5 +673/ -67.5 +67.5/47.5 1/4' OVERALL 118' TEMPERED GLASS 6116' AIR SPACE 5/16' LAMINATED 1/8' HEAT STRENGTHENED GLASS 3/36' DUPONTPVBINTERLAYER 118' HEAT STRENGTHENED GLAS8 70 314 467.5/ -67.5 +673/67.5 +67.5/47.5 +67.51 -67.5 +673/47.5 +675/67.5 +67.5/ -67.5 - •TIOTRECOM1MENDED NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. DP CHARTS & GLAZING - LARGE MISSILE IMPACT 7/7/2008 CWS -181 Ht ' I ' 3 OF 8 TYPICAL VERTICAL SECTION NOTE: ITEM 22, 25,33,38,42,48- 48,5153.55 ARE USED BUT NOT SHOWN FOR :LARRY. ALTERNATE FIN FRAMR • OVERALLFLANGEWIDTH TYPICAL HORIZONTAL SECTION PROPRIEINTYAND CONFIDENTIAL THE WFaRIMnan CDIITawa W THS DRAWINOIS'ME SOLE PROPE(l'IY . 04 CUSTOM WINDON SYSTEMS. NC ANY REPRODUCTION IN PART OR AS AWHOIE WITMOU1;ff WRITTEN PERMISSION OF CUSTOM WNDOWSYSTT]IS. INC l4 PROFIeiTE0. RAwN BY ' BAT NTS ttV. Lt l I A A I UPDATED PER NEW FBC REQUIREMENTS 1_07/07J08 1900 S.W. 44TH AVENUE OCALA., FLORIDA 34474 SECTION VIEW / ALT FIN FRAME -LARGE MISSILE IMPACT MALE: . `' PVC CASEMENT 71712008 ` SCALt L RCB ERTO LOMASv x • . MOO FL P.E. NO. 62514 I JAIL Ma. NU CWS -161 40F8 3Hktl: FRAME CORNER CONSTRUCTION Uem i Psrti DoserlpUon 1 H-8030 � FR, CA9E, LF4NL FEAD 3 176' - 3 1/8 2 L4050 COIrALUX•LM 5032102 (DSO X.437), W -,T-• / \ \\ \ 3 KS= FR. CASE. 64.44. SU. 4 P-4050 COL- ALLAX`i• 4 5052402 (DSO X.437). Stl 6 116 030 FR, CASE, MAN, AS.. ROM ' I 8 P4050 A S.4. 4042.503 (060 X.437).50 MOW 7 1 FR. MAN, FP CASE. twly JB LEFT 412• ' COL- AUAN4iL 5062•FC2 (DSO X.437) J9. LEFT i 84050 140006 SASE{ CASE. TOPPAL 51505 Rl3.F.CASE. SABHTOPRAL ` \ `. ` `� rr CORNER WELD (ALL SIDES) 11 .118008 SASH CASE SOT. RAL. 1 ±�i f -t-:_- I I .wig i U 1 � t • E 12 0-1505 R13*F. CASE. SASH BOITL^4l RAL � 13 H8006 SASH CASE SIDER",11813E 14 8-1605 R3.F, CASE SASHSCERALCK78 PVC FR. CASE., MAIN (FLANGE) H-5030 15 118008 SASH CASE. SEER". LOCI( 10 x1596 RLTnP. CASESASHS188RA1.LOCK . .211/32. . . 1' SASH CO CONSTRUCTION 17 P-3420 9LI77P X.167 BACK U.IPA FIN. MACK SABH PVC FR. CASE, MAIN (FIN) H -6030 .. 16 x3217 ,770 WBIF_wtlE LEAF MALERASE 21M ' . 19 P-3317 W87P.WMtELEAFSEAL. SASH - I� 20 14.1552 SCRIMP", SWIM 21 14.1583 SCREENRALTOPSCi3 ( I . • 22 0.1804 moos me 23 0.8016 OL2:. FX0.101� 7 O I (E t 87132 8-6078 C1Z.B0.0.3H', FXD.VBTf: i_ _ ..• f� � CORNER WILT] (ALL BIDES) P4587 18 X 1' P1 FHT73(221A =MN PVC SASH, CASE. H-6008 •3 - I; , 1 ,, 1 Pi004 wazxla FHFnMS ss(Rfl,oF,» L«2c> • 004014 HOMCLE 802. 11OTO wet. ROTO IMWE (W Hrq P4003 SL4rPDRTFULTE LOCK 88. ROTO MM. (Um wl ,,. 17/3r 1. zs P-096 mac 9aa.71PDNIT. ROTO wAE.Ww0e SCREEN RAIL, TOP/SIDE, H -1593 1 ALUMINUM 6063 -T6 30 Rz,TO.OPERATORS (FOR LIFITNONT OPEN CASe�vn 31 P4012 EZRA ROTC ORERATOR R010 H: E(4.D:m) 32 P4009 TRAM I- NE.(1T) CC 33 P4010 SW EMT. ROTO OML Lx. ROTO roAE. _ SCREEN RAIL, SIDEBTM, H -1592 0000 ALUMINUM 6063 -T6 34 Hoa3631LEFTROHT Fa4LE,'CR RO3HrMENcASSENT) Ss TRACK AND SLUM ASSY (FORL&TA38hfOF31CASENSI1) 28 P-4020 5LF O T T A A S H 3 L . FERO CPER W M M A E ®' ,- 42.- ( -€i 1n „ 3 ! 4 " 37 x-4021 118 -32z 3/4' Clued aim 1tt6' Lead. 66. SS, ROTO OP RO+O0DOa 1/16• 38 P4824 CW SLG x,17010 o ., Tram roAE ins' 3x8 / 1 30 RiO31. 1 16-114$53. ROTA I 1- S1A0CF0543, SS (BY CA H37.) 1 l -, . 40 P4063 tEt4AR0 R0TO.HXE - _ I . ' trae - - _ • .11/16' - L. - _ - - COIL, .05 X.437,12 -4050 41 P•4043 STRi E.IRL FR3Nr __v 2 42 P4342 SEARSEALSR sung . 1 ANCHOR CUP, P -3780 SASH REINF. S -1505 ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 PVC GLAZING BEAD -6016 ALUMINUM 6063 -T5 . - 43 P-3752 CAPRJ -13. VT HOLE 44 PL3438 NOT REIT. TRUEST., if 43 00 -352 SET. SUL 85 D1R, 1R'X we Xe LO. 40 P3685 CSd400 GOLD CS" LABS, MC TAB 47 ' P-3901 113.4ORAAY 113.(1FF y A UPDATED PER NEW FBC REQUIREMENTS 87107/08 1�.-_ 7000 S.W. 44TH AVENUE OCALA,FLORU)AS4474 48 P-3513 OWSLBL.(L000) 29t16 WM'- .- yr t:`7 s � .1 .s 1`'• L ° r : + �.' `' , ,« • A. � . Y• r - • - • 48 GLASS, SASH F q p�Lm lEiimEm P-3225 sw,cei ELL. 0EE slim saisEN aril. Is X IOFoNQLASS 1112" *- tax ti U 4 ' sa u7 a co ae 54 P3196 SC4713�1SPRI G. 10 10LE1946C 4 PLAN VIEW OF ANCHOR CLIP IRE INFORMATION CONiat� IN 7141S DRAWING Y IS E PROPERTY of •- •.: P IMPART DI Rte' I. EXTRUS IONS & B.O.M.- LARGE MISSILE IMPACT P•3529 sa4Lr -our ,� i X311'gUAO FRIES. T?4C, scRav •yy x -• PVC CASEMENT •r •., 7/1/2008 11131 ® sweeet SS. we - T ; r•, ' L. 1�OBER ) LO'hL�9 n FL P.6.:140. 62614 • • � I 8480 . +1a NTS L� ,� FR CASE. W FT4 ;� Oef431vtXRPOar FOR wc !: _ e ' 5 OF 8 INC 9rr EXTERIOR FINISH BY OTHERS PERIMETER CAULK SY INSTALLER WINDOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME PERIMETER CAULK BY'INSTALLER EXTERIOR FINISH BY OTHERS . a• A. • 4 a. a • A • CONCRETERMASONRY BY OTHERS • o • • -iiiplciam...,I,__....„.4 .... ; , w .......,... t lim E.1 A I _ A • T+ [ — 1 {' k ••44 M P• a •4.4a. • • 4�•a te •a O . • •a a• •• • • 1••••• • •••. « 4 •► D ; • _• o w -► • • a •4 • .• a• d , P .••• CONCRETFJMASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS ® VERTICAL SECTION CUP ( MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE1MASONRY BY OTHERS 2112• (MIN. EDGE DIST.) •p o• ; 11(1" _ • • (MIN.EMSEDMENT) 1 BY WOOD BUCK BY WOOD BUCK BY OTHERS 1 14• MAX. SHIM (SEE NOTE 2 & 3 ON BHT.2) ANCHOR CUP ANCHOR CUP INSTALLATION ANCHOR, 3116' DIA. MASONRY ANCHOR •4• MAX: SHIM (SEE NOTE 2 & 3 ON SHT.2) 4 7 1 114" (MIN. EMBEDMENT) .2.1(2• (MIN. EDGE DIET.) 1 IS-. (MIN. EMBEDMENT) 211" (MIN. EDGE DIST.) CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR. 3T1643IA. MASONRY ANCHOR y • 4 A • p • 4 • • 4 4 4A 44 • ♦ 4 \ 4 Ao • 4 • 4 A o� • o .a. • EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION CLIP (MASONRY) 1/4 MAX SHIM WE NOTE 2&3ONSHT.2) INSTALLATION ANCHOR, 3/16 DIA. MASONRY ANCHOR ANCHOR CLIP 1 BY WOOD BUCK BY OTHERS NE WINDOW FRAME JAMB PERIMETER CAULK • BY INSTALLER SASH SID RAIL •i• MAX sr8M (SEE NOTE 2&3ONSHT. INSTALLATION AI EH0R. 610 WOOD SCREW ANCHOR CLIP WINDOW ERAME JAMB SASH BOTTOM RAIL , 1 ' q -� II 11 1-) � • r:s• - • D i r �D. � :D « T► b ►D ti• .D. SRL WINDOW FRAME PERIMETER CAW_K BY INSTALLER EXTERIOR FINISH BY OTHERS CONCREIE/LIABoURY BY OTHERS •ALTERNATE PRECAST SILL' DETAIL cLlp (MASONRY) • ao' • • • PROPRIETAPYANO 00M40EN'[m . THE INFORRM UON CONTAINED W TMs DRAVANG IS THE SOLE PROPERTY OF 17Y$1a W M OW SYSTEMS. &I . ANY REPRODUCTION IN PART OR AS AWHOLE WRHOW'•THE' WRITTEN PERMISSION OF CUSTOM WINDOWSYSTENS.8VC. 13 PROWEITE1. • • t ?F��j 1 Y , • if t ANCHOR CLIP • ," Y • n 1 1_R b6 ERT¢LU 14 FL P.E. NO.-M514 A PERIMETER CAULK ° an« BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3116" DIA MASONRY ANCHOR 1)4" MAX SHIM (SEE NOTE 283 ON SHT. 2) 11/4' •(MIN:EMSEDMENT) - 7111' (MIN. EDGE DIST.) A UPDATED 1900 S.W. 44TH AVENUE 00AIA, FLORIDA 34474 ].3Let (MIN. EMBEDMENT) • A. , ► 4 p► n ' p CONCRETE/MASONRY l BY OTHERS • p 11 A• A • 0• 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AA e A AND OPENING BY OTHERS • A :n A• A A • 0.0 . ® HORIZONTAL SECTION CUP(WOOD) • PER NEW FBC REQUIREMENTS 1 07107M18 ALLATION ANCHOR WICUP DETAIL - LARGE MISSILE IMPACT 7/7/2008 CWS -1 3 OF8 Li14 (MIN EMBEDMENT) EXTERIOR FINISH BY OTHERS PERBAETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH TOP RAIL • SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY ay OTHERS Jilleamm • C 1L y : CONCRETE/MASONRY BY OTHERS 2111: (M/AL EDGE DIST.) • • 0 • =• • = • • • P • • P ►. • 1 .. a• a)VERTICAL SECTION \§/ FRAME (MASONRY) .• ►• •• • • P INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREWVdNEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS - - BY WOOD BUCK 1/4° MAX S1.WJ (SEE NOTE 2 S 3 ON E . 2) 2..Il+._. 1 (NON. EDGE DIET.) BY OTHERS DRYWALL BY OTHERS • CAULK UNDER saw/ HEAD BY INSTALLER • INSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR. W18" 13IA MASONRY SCREW yeiNEOPRENE BACKED WASHER THRU SCREW SUPPORT ■ Al MC a• °••■ p• P• P - a ♦,p P • p • P. A *P'Y . a • : 'Ps • P. • • • O . . P • P. • • • • ♦ • CAULK UNDER SCREW HERO BY. INSTALLER DRYWALL BY OTHERS • ::..f r. Y'. LUZ (MIN. EDGE DIST.) 1 114+ (MIN. EMBEDMENT) - HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAX. SHIM (SEES 2 oN •• 4 • •4." 4 ;4` ® HORIZONTAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOUR WOOD SUPPORT .1114 TO MAKE 55 LEVEL (MIN. EMBEDMENT) BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WO003UCK BY OTHERS SASH BOTTOM RAG. WLL FRAME sI CONCRETE/MASONRY BY OTHERS MAX. SHIM )SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER } fs PERIMETER CAULK BY INSTALLER EX EFHOR FINISH BYOTHERS SASH SIDE RAIL WINDOW FRAME JAMS - WINDOW FRAME JAMB 211?` .- (MIN. EDGE DIST.) ® ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) :::d..4 t ' r A• s • { ti Y1 `tti •; ; t.. ti • tar (MX EMBEDMENT) 114• MAX. SHIM (SEE NOTE 2 b 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INsTALLER PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY INSTALLER O HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3!18' DIA. MASONRY SCREW w,NEOPRENE BACKED WASHER THRU SCREW SUPPORT fi r- L _ _1 ` �1 114' MAX SHIM i ∎_1 . - � 1 (SEE NOTE 2 & 3 ON 'BHT. 2) • ::) - �•� "fit . 1. CAULK UNDER SCREW HEAD BY INSTALLER 1 (4' (MIN. EMBEDMENT) 1 o PROPRIETARY AND COWDEN -GM. °` . L ROB R 0 LOGA9 f THE INFORMATION CONTAINED IN THIS DRAW M3 THE SOLE PROPERTY OF ATSmk e WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS AWHOLE W111-1010 TI-DE • FL. RE P5 62 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC 1S PROHIBITED. _. DRYWALL BY OTHERS 4 A 2 BY WOOD BUCK • r, BYOTHERS • INSTALLATION ANCHOR, 910 WOOD $CREWWJNSOPRENE BACKED • WASHER THRU SCREW SUPPORT • ." CAULK BETWEEN SUCK • AND OPENING EY OTHERS CONCRETEMASONRY SY OTHERS A [ UPQEU AT PER NEW FBC REQUIREMENTS 10V07158 riallrrll -• r. PHCeASEMENT '. 78400 . l• . -.a Ow S.W. 44TH AVENUE GALA. FLORIDA 34474 J J.INSALLATON ANCHOR THRU FRAME DETAIL LARGE MISSILE IMPAC 711/2008 CWS -161 70F8 i • J `. o SHEATHING BY OTHERS CAULK BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER WINDOW FRAM HEAD WINDOW FRAME SILL WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS 1 1M MIN_ EMBEDMENNT) SHEATHING BY OTHERS ® vERTICALSECTION FIN (WOOD) INSTALLATION ANCHOR !S WOOD SCREW INSTALLATION ANCHOR. OS WOOD SCREW 2 BY WOOD BUCK BY OTHERS L 114' MAX SHIM (SEE NOTE 253 ON SHT. 2) F .114* MAX SHAM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. S8 WOOD SCREW 1UZ (MIN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAUU( BEHIND FIN BY INSTALLER 112' (MIN. EMBEDMENT) N; k~ • PROPRETARYAND CONFMENTRL 9 THE INFORMATION CONTAINED IN THS DRAWING S THe SOLE PROPEKTYOC WINDOW SYSTEMS. INC. A N Y REPRODUCTION DJ P M T OR ASA 1M-10LE3G1$ OT WRITTEN PERIBSSION OF CUSTOMWAOOW SYSTEMS. ING IS PROHEATEO. 2 BY WOOD BUCK SY OTHERS 9 PERWETER CAULK BY INSTALLER /J\ HORIZONTAL SECTION �gJ FIN (WOOD) - -114" MAX. SHIM (SEE NOTE 21.3 ON SW 2) WINDOW WRAP BYINSTAU.ER A i UPDATED PER NEW FBC REQUIREMENTS 107107/08 1900 S.W. 44711 AVENUE OCA(A, FLORIDA 34474 TALLATION ANCHOR FiN DETAIL -LARGE MISSILE IMPACT BAT PVC CASEMENT 8400 ALE NTS Wd.Ltl ltfL' A 7/7/2008 nvc• CWS.181 c BOF8 siIttgnass}.I� su7:7- VGVc MEMO BCIS Home I Log In I User Registration { Hot Topics Submit Surcharge 1 Stets & Facts I Publications Category Subcategory Product Approval USER: Public User Product Aoorovai Menu > product or Application Search > Application List > A 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 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 7067 -R3 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 Emmlnger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph «,, cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I. Evaluation Report - Hardcopy Received Roberto Lomas plicatlon Detail PE- 62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE iy__• Validation Checklist - Hardcopy Received Standard AAMA /101/I.S.2 -97 AAMA /W DMA /101/I.S.2/A440 -05 fialigEM FBC Staff 1 BUS Site Map 1 Links I Search FL7067 R3 COI 510485A (Eval Rep 1 -8200 Impact XO 74x54).pdf Year 1997 2005 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 S , . • • of Products FL # 'Model, Number or Name 'Description _ 7067.1 HS - 8200 Vinyl Horizontal Slider HS Vin I Horizontal Slider (Impact) 74x54, XO its o - se Ap. °.ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A LHS -8200 Impact).odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.Pl f FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports L7e. 13 ' 51*A :5 E . R IS-o2.10 Impact XO 74x54).pdf Created by Independent Third Party: Yes 7067.2 11S Vinyl Horizontal Slider H5 - 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 FL7Q67 R3 II CWS - 232A (HS - 8200 Impact XOX),pdf FL7067 R3 II DuPont PVB NOA 05 02.pdf FL7067 R3 II DuPont SGP NOA 07 1116 04.0df FL7067 R3 II Mlkron NOA 06 - 1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evacuation Reports FL7067 R3 AE 5104878 (Eval 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 to 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 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep H5 -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes _ 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 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back I nrn Adminlstratlon Neat Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ® 2000 -2005 The State of Florida. All rights reserved. Coovrtpht and Disclaimer Product Approval Accepts: Fri Bob &Y http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Engineering Evaluation Report Report No.: 510485A 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: 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 -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 Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf 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 E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, /60.0 psf design pressure AAMA/NWWDA 101/1.8.2 -97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54" • Maximum D.L.O.: 33 3/16" x 49 13/16" • Units must be glazed with %" IGU consisting of outboard lite 1/8° Ann — Air —5/16° laminated inboard lite consisting of: 1/8" Ann -- .090° Dupont Butacite PVB interlayer -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 bome debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be Installed in accordance with approval document, CWS -157 Revision A. Certification of Independence: Please note that 1 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 'Ave nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s) `y • • 1of1 - =, - • ' R AT OF •kr: FL NR.: Lomas. P.E. i, 07/15/2008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS 'GENERAL NOTES & ELEVATIONS »._.. _t ANCHOR SCHEDULE AND NOTES......._.....2 DES)GN PRESSURES & GLAZING....._....._3 SECTIONS & ALT. FRAME............. -------- EXTRUSIONS & BILL OF MATERIALS- ......3 INSTALLATION DETAILS. ._.._._............6 -8 PROPRIETARY AND G17iML THE INFORMATION CONTAINED N TIES DRIAW N0 LS THE SOLE PROPERTY 0k:316 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WItt/OU1'1FiE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. P.C.. IS PRONBiTED, • pvr. 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: "0/X' OR 'WO" 4. DESIGN PRESSURE RATINGS (SEE SHEtIb 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 SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8.8 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. 8. REFERENCE TEST REPORTS: HORIZONTAL SLBDER "WO': NCTL•210- 3187 -1S, NCTL - 210 - 3187 -1 9. SERIES / MODEL DESIGNATION HS -8200. 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 O/X ELEVATION APPLY TO AU. ELEVATIONS IN A SIMILAR LOCATION. NERAL NOTES & ELEVATIONS - LARGE -PVC HORIZ. SLIDE 7/15/2008 CWS -157 1 OF 8 • WINDOW SYSTEMS 1900 S.W. 44TH AVENUE .1?ALA. FLORIDA 34474 MISSILE IMPACT sir avn � NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REOV AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE V4 a. USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W000 SHIMS ARE NOT ALLOWED. 4.3118' DUL 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 212' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. 6. 48 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR RN INSTALLATION 7. SEAL CORNERS WITH H SMALL JOINT SEAM SEALANT. B. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WM-I ANCHOR MANUFACTURERS 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). PROPRIETARY AND GGIRDENTLAL THE INFORMATION CONTAWED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS. WC. ANY REPRODUCTION PI PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OE=TOY WINDOW SYSTEM. INC. IS PROR/SITED. f IOW 4 - ...d L.R FJi'fd fiAS ,L0 RI:+P.5 NO.62514 e`°`' UPDATED PER NEW FBC REQUIREMENTS 07/07/08 MotIDOW SYSTEMS . AVENUE I I ORIDA 34474 SUD C' INSTALLATION ANCHORS TYP. F1CRi SCHEDULE & NOTES - LARGE MISSILE IMPACT 7/15/2008 CWS -157 20F8 COIVIMOATIV SAS (11P -71P) IU!IGH WIDTH (1N) GLASS WIPE 191/8 83113 , ± • 55 1/4 26 A.B +601 -60 +60/ -60 +60/ -60 +60/ -60 28 1/2 'kZ?►� A,B +60/ -60 +6 F - . +60 -60 +601-60 A,B +60/ -60 ,460/ -60 , E +6 I 60 `. 401 -60 A,B +60/ -60 L+60/-60 +60/ -60 75 A,B +60/ -60 +60/ -60 +61-60 +60/ -60 WIDTH (IN) GLASS TYPE 17 7/8 29 1/2 24 3/4 A,B +601 -60 +60/ -60 271/2 A,B +60/ -60 +60 /-60 291/2 A,B +60/-60 +60/ -60 +60/ -60 +60/ -60 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 74 A,B A,B A.B A.B A,B A,B A,B A.B +60/ -60 GLASS TYPE A +60 /-60 +601-60 +60 /-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 460/ -60 +601-60 +601-60 +60 /-60 +60 /-60 +60140 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 460/-60 +60/ -60 +60/ -60 +60 /-60 3/4 OVERALL 1/8" ANNEALED GLASS 5/1r AIR SPACE 5/1G LAMINATED 1/8' ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER 1/8 ANNEALED GLASS 1/2" GLASS BITE MODULAR SIB (UNIT W INDO W 817:4 31 1/2 35 1/2 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 HEIGHT (IN) 39 1/2 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 460/ -60 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +601 -60 a- 60/ -60 +60/ -60 +60/ -60 +60/ -60 a-60 / -60 +60/ -60 3/4 OVERALL 118• TEMPERED GLASS NA AIR SPACE 5/16 LAMINATED 118• ANNEALED GLASS 3/32" DUPONT PVS INTERLAYER 1/G ANNEALED GLASS 43 1/2 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60 / -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/-60 +60/ -60 ARYAND TLIL THE INFORM • • •:� IN THIS OMWINO IS THE SOLE PROPERTYOF.C�JS W WOC/W SYSTEMS. PAC. AM' REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION Of CUSTOM WINDOW SYSTEMS, S. IS PROHIBITED- • 47 1/2 +60/ -60 +601-60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60-60 +60/ -60 +60 /-60 +60/-60 . -. L?` FL.. P.E. ,E2574 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +601-60 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. ' t oy. �aaes _.. A I UPDATED PER NEW FBC REQUIREMENTS 107/07108 WINDOW SYSTEMS Tap0'SIW. AVENUE , FLORIDA 34474 141b DP CHART & GLAZING LARGE MISSILE IMPACT 7/15/2008 CWS -157 3 OF 8 (\_TYPICAL VERTICAL S ECTION_ NOTE: SHO SASHCUT AWAY © TYPICAL VERTICAL SECTION 4 NOTE: SHOWS POMO LRE CUT AWAY ALTERNATE FIN FRAME, 0 OTE: ITEMS 22, 27, 29, 36, 41. 42, 50, 53, AND 54 ARE USED BUT OT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) • PROPRIETARY AND COH84DENIDIL THE INFORYA71ON COATTANED N THLS DRAWING IS THE SOLE PROPERTY OF F05Y8A1 WINDOW SYSTEMS. NC. MY REPRODUCTION IN PART OR AS A WHOLE WiD10UTTHE WHIITEN PERMISSION OF CUSTOMA WINDOW SYSTEMS. INC. I5 PROH$ WTFD: DETAIL D (JAMB IMPACT HOOKS) 1T t L ROki9R - i fL OAg1S • e FL. P.EE NO.52514 ZCTERIOR OVERALL FLANGE WIDTH (B\ TYPICAL HORIZONTAL SECTION L) ROTE; LEFT STOWS RAAO LITE CUT AWAY, RIGHT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: I) JAMB HOOKS: A) S' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT 13 GREATER THAN OR EQUAL TO 35 314'. 2) SASH CATCH: 2-V2' FROld SASH CORNER 70 EDGE OF CATCH. 6 B) A THIRD CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN U4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH 1S GREATER THAN OR EQUAL TO 61 3/4'. C INNER HOOK 3 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -112' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL T0131 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. 1 UPDATED PER NEW FBC REQUIREMENTS WINDOW SYSTEMS 900 S.W. 44TH AVENUE OCAt A, FLORIDA 34474 07 /07 /0 8 • SECTION VIEWS B ALTERNATE FIN FRAME - LARGE MISSILE IMPACT : PVC HORIZ SLIDER)RAWN BY: BAT ATE: 7/15!2008 NTS Items Per Deacrip,foo 1 1-6031 lArin Fr., 551, w/Fb , WC, Head 2 H-6031 Main Fr., SH. w/Fig , PVC, S9 3 H.6031 Men Fr., SH, at /Hp., PVC. L Jb. 4 H-6031 Main Fr., SH, w Mg., PVC, R A. 5 H-6021 Mast Rai, Fxd 6 S-1499 RAIL Fad. MR. 7 H-6027 Sash Meet. Rat FVC 8 54.1497 Rent Sash lAtel. Eta 7 18028 Sash Battens Pei, WC (S,S.FL ler 1-6) 10 5-1498 Read. S.B.RJSS.FL Hare. 11 146004 Sash SlLW/TOpBot. Pei 12 S-1678 Polar, track. 13 S-6018 a z. Be, 3/4 ",Fxd, Fbez. 14 S-8016 G . 6d.. 3/4 ".F*d, Vert 15 5-6016 (SE. Ed., 3l4 ",Sash, Hertz. . 16 5-6018 GR. Bd., 3/4",Saah, Vert. 17 58013 Sian. Adapt, wINb. PVC. Mork. { 18 5-6014 Sum. Adapt, R/C, Vest . { 20 51576 Frame Catch, Javb, PIG F45 25 55558 Slash Catch, PIG heart 22 5-1504 AnchorCryr 23 P-3804 Roller. Tandem 24 P3783 Ludt hpacct, PVC 25 P-3784 Keeper, Impact P/C 26 P-3215 Weep Cover w /Rap I7 1.3696 Pe8d. Rate, FMft 38 P3429 Wate.,0270x,187 beet FlnSeal,Gray 29 P3765 Mx 2000 T Fi4 Shy 30 5-1112 dszalg Bead 31 83768 98x0.625RI PH WS 32 P-4051W 68 x 1.250 RI FHTEK, Nod. 33 P3748W 86 x 5.625 Cued FH THi, WM. 34 P-3310 Mix Vinyl w /P635 Base, .350Hgh • 35 'P3531 88 x 318" Sinew, Frame Impact Hook 34 P3342 SearnSeake. SM5504 37 P - 3 7 5 2 R a g . Cap . 112'tibb 30 P-3438 Hat Mat TruSeat,'H' 39 P3438 Fiat Lies, TruSeai,'H' 40 1.3352 Set. BSL, 85 ter.. U x 5/8" x 2" Lg. 41 P3738 HS-82000M Cep. Label, NERD Tab, Hpa51 A81515 42. 83881 Temporary LbL (FFF1C1D'5 43 P5653 CWS LbL (bgo) 44 Gass, Fixed 45 Mass, sash 46 P3281 Spaces. DuraSeal Fled 47 P3281 Spacer. DuraSeal, Sash 48 P3218 Screen Frame, Hartz. 49 P3218 Screen Frame, Vert _ SO P3321 Screen Fierce Comer Key 51 P3581 Screen Cloth. 18 x 16 Fiberglass 52 P3228 Screen Spine, .155 Da., Bic 53 P-3029 Screen Put Tab 54 P3033 Screen Sprang, SS 55 3-1577 Frame Catch. Head. m/0. F5 56 5-1496 Read. S.B.RJ9.S.6 Vert 58 P3113 Screw Support, RlC PVC FRAME FLANGE -6031 O1 1F U 1 7116' --I 13118' [— PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 F3/16" ( r1ns V I 21/2" I" �1 ANCHOR CLIP, P -3780 ALUMINUM 6063 -T6 1/16' —1°- - 2 9716' I 1 1/2' L 3/4' PLAN VIEW OF ANCHOR CLIP 3 9518' PVC FRAME FIN -6026 718' NOTE: ITEM 19 IS NOT USED IN THIS PROOUCT1 1 kW 3/5 ROLLER TRACK -1678 SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063-T6 1 5/16" FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 1 5716' 11/116 1/4" p P 6 A 3- T6 . - FRAAME I 0 pnopPoETARY Redo WP FIDDrI 6L 1` THE INFORMATION CONTAINED N THIS DRAWING I5 RIO SOLE PROPEnH OF. W NOOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLEWI1H2.Jf WRITTEN PEPLISSION OF CUSTOM WINDOW SYSTEMS, INC. IS 5ROF9808D. 15/8' 1 518' PVC SASH MTG. RAIL -6027 r 1 15716' 5116 1 r 11rs• -� PVC SASH SIDE RAIL -6028 3/16' ! mod• PVC SCREEN SUPPORT - 6014 MEMBENEBEEn F +--- 3' - -'� SASH MTG. RAIL -1497 ALUM. REINF. 6063-T6 Qrl 5.8.8 S.S.R - 1498 ALUM. REINF. 6063 -T6 1 SYSTEMS 1900 S.W.44TH AVENUE OCALA. FLORIDA 34474 FRAME CORNER COMTRUCTION • CORNER WELD (ALL SIDES) FDLED MEETING RAIL SCREWED TOGE BIER WITH OUTERFRAME { PVC GLAZING BEAD -6016 11/6 1 trr PVC SCREEN CATCH - 6013 Ins- -{ I 3 +1s SCREW SUP -3113 FBC REQUIREMENTS 107/07/08 7/15/2008 Nu' CW 3 -157 tl ' 50F8 L11 /ftt;/ ' .� « L.. • 1/ATION ANCHOR W/CUP DETAIL - LARGE MISSILE IMPACT .Z • PVV•HORIZ SUDE 7/15/2008 CWS -157 ' 60F8 EXTERIOR FINISH BY OTHERS PERIMETER CAUU4 BY INSTALLER CONCRETFJMASONRY BY OTHERS WINDOW FRAME HEAD WINDOW FRAME SILL BY STALLERCALJUC EXTERIOR FINISH BY OTHERS lb o • • ►p A • ►P A . D a® b• D•; p6 y• a • a • • • • D • • ��..ri -- a te- . ■ •a. a. • • � • • a • • • • , 1 • �P• P • .P • • a. P ..p• a: •a • •• • 0.. •••• . a£ a. • a • 0.a• P .a• 1. 8 . .P• •• : 4 P : • • • • O 1• ® VERTICAL SECTION CLIP (MASONRY) CAULK BETWEEN BUCK ANC OPENING BY OTHERS ANCHOR CLIP `CONCRETFIMASONRY BY OTHERS UM: MN. EMBEDMENT) 2J (MN. EDGE DIST.) (MIN. EMBEDMENT) - t 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 BY WOOD BUCK BY OTHERS • ANCHOR CUP INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR. INSTALLATION ANCHOR. 3Jir DIA. MASONRY ANCHOR. 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 BY WOOD BUCK BY OTHERS 1 114' (M1N. EMBEDMENT) 2.1M (MB). EDGE DIST.) e 4n 2_11C .• •. (MIN. EDGE DIST.) • 45 a , e ; a roe , • 4 ' a ' CONCRETE/ a • BY OTHERS a 'ea a4 1, • • 4 a • a • • 00 EXTERIOR FINISH BY OTHERS (tN, HORIZONTAL SECTION '41 OUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS U4• MAX SHIM (SEE NOTE 2 6 3 ON SHT. 2) ANCHOR CLIP —1 BY WOOD BUCK BY 0114818 PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3/15" DIA. MASONRY ANCHOR. WINDOW FRAME JAMB • e 3. - ♦ p . ♦ • ti p s • t p•�.D 1; •`� CONCRETE/MASONRY -■"" BY OTHERS . PROPRIETARY AND 1. T1A THE REFORMATION CONTAINED N TW5 DRAW RIO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IMPART OR AS A WHOLE WITHOUT WRRTEN PERMISSION OF CUSTOM WRMDOW SYSTEMS, NC. 6 PROWSTTED. 1/4' MAX SKIM (SEE NOTE 2 & 3 ON BHT. 2) WINDOW FRAME JAMB . ANCHOR CUP PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR. •• 1..Ta k.4 ( . LLai-Ad b4 . ROBERib NO. MIN e - Oa r 1/4' MAX SHIM (SEE NOTE 2&3ON VT. 2) L1/11 (MIN. EMBEDMENT) f ® HORIZONTAL SECTION CUP (WOOD) (MIN, EMBEDMENT) a • ▪ 4a . 4 a ' Q INSTALLATION ANCHOR, • MO WOOD ANCHOR 41. . 4 a' 1 ► CAULK BETWEEN BUCK a e AND OPENING BY OTHERS • • • • 0A 2 BY WOOD BUCK a /• • BY OTHERS e • 41; 4 4 a OONcAETE/MA60NRY • • BY O THERS 4• 4 • O • 4 a � "`� EXTERIOR FINISH BY OTHERS e 2i ALTERNATE PRECAST SILL DETAIL (MIN EDGE DIST.) ® CUP (MASONRY) A UPDATED PER NEW F8G REQUIREMENTS 07/07!08 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER PERIMETER E INSTALLER CAULK EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS DRYWALL BY CAULK BETWEEN BUCK OTHERS AND OPENING BY OTHERS CONCRETE/MASONRY • BY OTHERS 21/2' (MIN. EDGEDIST.) INSTALLATION ANCHOR. 3116' DIA MASONRY SCREW w!NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS CAULK INNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW wJNEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 4 r�r WINDOW FRAME SILL 1 BY W000 BUCK BY OTHERS MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAW( UNDER SCREW HEAD BY INSTALLER PERDAETERCAULK BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS - • *I p ► p • • � • L > • � ; p _ ° 01 _ P. • P..* z i- CONCRETE /MASONRY —i (MIN. EDGE DlST4 BY OTHERS ALTERNATE PRECAST 81U. DETAIL FRAME (MASONRY) PROPRIETARY ADM COTROEA RAL THE RFORLATION CONTARJED as THIS DMWNO6 THE SOLE PROPERTY OF bt$ •- W wDOW SYSTBAS. WC. ANY REPRODUCTION IN PART OR AS A WHOLE2IfDHOUT 1)1E W R1 TEN PERA45511N OF CUSTOM WINDOW SYSTEMffi. WC. IS PROHF3FFE .: t ISM (MIN. EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3116' DIA MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER WINDOW SYSTEMS 'BOO S.W. 44TH AVENUE LA. FLORIDA 34474 DRYWALL BY OTHERS INSTALLATION ANCHOR. 810 WOOD ANCHOR W/ NEOPRENE BACKED ► • ► WASHER THRU SCREW _A SUPPORT. CAULK BETWEEN BUCK AND OPENING BY OTHERS _ • : -PVC HORIZ. SLIDE <5200 .!ILR14L`I: A UPDATED PER NEW FBC REQUIREMENTS 07/07108 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 4 1: 7OF SHEATHING BY OTHE9S EXTERIOR FINISH BY OTHERS CAULK BEI-UND F1N BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK SY B&STALLEFI WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER ENTERIOR FINISH BY OTHERS 1111 k I 111 88 WOOD SCREW 1 1M INSTALLATION ANCHOR, : SHEATHING BY OTHERS l7.111111111ei- I -cc ii illk 1 74 wooD scasw BY WOOD BUCK INSTALLATION ANcHOR. BY OTHERS VERTICAL SECTION FIN (W000) (MIN. EmBEDNIENT) — LIM (MIN. EMBEDMENT) 28? WOOD BUCK BY OTHERS UV MAX SHIM (SEE NOTE 2 & 3 ON SHT.2) r 1/4*. MAX SHIM (SEE NOTE 283 ON SHT.2) SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. 88 W000 SCREW (mut EMSEDMS4T) PROPRIETARY AND CORODEPTRAL THE RIFORMATI)N CONTAINER IN MS DRAWING IS THE sotz P88 ce WINDOW SYSTEMS, MC. ANY REPROOUCTON RI PART OR AS A WE5DLEW1TH WRITTEN PERUSSION OF CUSTOM WINLOOW SYSTEMS, 540. 13 PROHIBITED., e• 2. • • e EXTERIOR mini-; BY OTHERS CAULK BEHIND FIN BY INSTALLER (113 HORIZONTAL SECTION BI FIN (WOOD) , .0e0f -.--114 MAX SHIM (SEE NOTE 2 & 3 ON SW. 2) PERIMETER CAULK BY INSTAU_EFI MOINO • ' 1 •• , '• t . • 't::110BETK) FL. P.E NO.82,514' - WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER A UPDATED PER NEW FBC REQUIREMENTS 1 07/07/0e WINDOW SYSTEMS S.W. 44TH AVENUE (A, FLORIDA 34474 ALLATION ANCHOR FIN DETAIL- LARGE MISSILE IMPACT 7/15/2008 CWS-157 H . 8 OF 8 e .. • I • :4•••: Commun Affairs PIM p l3�itiv��' BQS Home' Log In I User Registration 1 Hot Topics I Submit Surcharge 1 Stets & Facts ' Publications PBC Staff BQS Slte Map � Unks I Search Product Approval USER: Public User product Approval Menu > product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12248 RO COI EvalReport- HS8200- 73x62Impact- DP75.pdf Referenced Standard and Year (of Standard) 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 5/20/2009 Summary Products FL # Model, Number or Name !Description 12248.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL12248 RO II CWS-399 (HS -8200 Impact 73x62 75DP).pdf FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf FL12248 RO II Mikron NOA 06 -1220 01.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmoact- DP75.odf Created by Independent Third Party: Yes 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 PA/TAS 201/202/203 1994 03/04/2009 03/04/2009 03/11/2009 04/07/2009 Back Next Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 Evaluation Report Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73"x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60/ -75 PSF Manufacturer: Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL -210- 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL -210- 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 b. Testing Performed: ASTM E1886-02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. s •• r ^ . • ee• r s ` " -� Lucas A. Turner, P.E. • ' = ` FL PE #58201 March 4, 2009 Limitations of Use: This product • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60/ -75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. sr OVERALL NIT HEIGHT HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ................1 ANCHOR SCHEDULE AND NOTES »......_....2 DESIGN PRESSURES & GLAZING EXTRUSIONS & BILL OF MATERIALS...........5 INSTALLATION DETAILS_....- ._...._.......___8 73' OVERALL uh@T WIDTH 38 7/g' ~ MAX. SASH WIDTH 7/18 9/18' MAX G�$aJ Q- MAX GLASJ D C„ "Or & "X0" MAX. SIZE N353L18' 68 B/18' GLASS MAX DLO SASH HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN TRIS DRAWING W THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISS :N OF CUSTOM WINDOW SYSTEMS. INC. IN PROHIE ED. PVC IMPACT REOUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDRION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '0X', 'X0' 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 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 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL 8. REFERENCE TEST REPORTS: NCTL- 2103589 -1, NCTL- 2103589 -1A 8. SERIES 1 MODEL DESIGNATION HS -8200. B. 1X OR 2X 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. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH, 0 FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPUR ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E. NO. 58201 gv; No 58201 . : 1900 SW 44TH AVE. t * OCALA, FLORIDA 34474 _ # 9 • STATE of '4 .•.GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT X7 '� JERIES: 0200 'DRAWN BY: Am BATE 11/8!2008 � + + ' 4 O , �A G� =.`'� HoDEL HORIZ SLIDER S te ` NTS 0 CWS-399 r �g S�� NA � ••� gEV.LETTER: _ SHEET: 1 OF 8 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION 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 1/18° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18` 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 2112' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. 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 MINMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. W000 - 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). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 3 / PROPPIETARY AND cONRDENTIAL THE INFORMATION CONTAINED IN TtI$ DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. i8 PROHI8rED. INSTALLATION ANCHORS TYP. LUCAS A. TURNER, FL P.E. NO. 68201 5 , •. G ��GP .•y \G N 3�•.��rr t Na 58201 ,1 V. rte • STATE OF / e r4+ffiglA�r` k WINDOW SYSTEMS 1 90 0 SW 44TH AVE. OCALA, FLORIDA 34474 tER f HnR Rc'.H, I q F & KTP,1 1 ARC;F Wj.RSII F IMPACT 8200 N : AAJ �ANE 11/6/2008 MODEL: HORIZ. SLIDER SSE NTS WG. ` CWS•399 REV. LETTER: _ SHEET: 2 OF 8 HEIGHT (M 243/4 271/2 291/2 311/2 411/2 431/2 471/2 51 1/2 1/4 GLASS TYPE A A A A A A A A A A A A 17 7/B +601-75 +60/ -75 +601 -75 +60 /-75 +60/ -75 +60/-75 +80/ -75 +60 /-75 +60 /-75 +60/.75 +60/-75 +60/-75 291/2 +60/ -75 +60/-75 +60/ -75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60/-75 +60/-75 +60/ -75 31 1/2 +60/-75 +60/-75 +60/-75 +60 /-75 +60/-75 +601-75 +60 /-75 +60/-75 +60/-75 +60/ -75 +60/-75 +60/-75 35 1 39 1/2 +60/ -75 +60/-75 +60/ -75 +601 -75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +601-75 +60 /-75 +601 -75 +60 /-75 +60/ -75 +60 /-75 +60/-75 +60-75 +60/-75 +60 /-75 +60/-75 +601-75 +60/-75 41 1/2 +60/-75 +S0/ -75 +60-75 +60/-75 +60/-75 +60/-75 +60/ -75 +60/-75 +60 /-75 +60 /-75 +60-75 +601-75 131. 431/2 +60/-75 +601-75 +601-75 +60 /-75 +60/ -75 +60/-75 +60/-75 +60/ -75 +60 /-75 +601 -75 +60 /-75 +60 /-75 49 +60/ -75 +60/-75 +60 /-75 +60/ -75 +60 /-75 +60 /-75 +60 /-75 +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 51 1/2 +60 /-75 +60-75 +60/-75 +60 /-75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60 /-75 +60/-75 +60 /-75 +601 -75 531/2 +60-75 +60 /-75 +60/ -75 +601 -75 +60 /-75 +60 /-75 +60 /-75 +60/-75 +60/ -75 +60 /-75 +60 /-75 +60 /-75 551/2 +60 /-75 +6W -75 +60/-75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60 /-75 +60/ -75 +60 /-75 +601-75 +60/ -75 591 /2 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +601-75 +60/ -75 +60 /-75 73 +60/-75 +60/-75 +60/-75 +60/ -75 +60 /-75 +601-75 +60 /-75 960/-75 +60/ -75 +60/ -75 +60/ -75 +60 /-75 NOTE: 1. IF SIZE INTENDED 1S NOT SHOWN, USE NEXT LARGER SIZE 718' OVERALL INSULATED GLASS 3118- ANNEALED GLASS 1/4' AIR SPACE 7/1r LAMINATED 3118- ANNEALED GLASS .090 SENTRY GUS PLUS 3/18- ANNEALED GLASS SIMPLEX 622 OR HOTMELT TRUSEAL 1/2' GLASS SITE PROPRIETARY AND CONFIDENTIAL THE NFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYETEMa INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSON OF CUSTOM WINDOW SYSTEMS, INC. IH PROHBI LUCAS A TURNER, FL. P.E. NO. ��tunmi� v 1 No 58201 � • ; 1-ot :a rli% STATE OF • 144 58201 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE. DP CHARTS / GLAZING DETAIL - LARGE MISSILE IMPACT SERIES: 8200 IODEI. HORIZ SLIDER SCALE: NTS DRAWN BY: AAJ SATE: 11/8/2008 Dwa NO. CWS -399 I / ►r....... 4EY LETTER - SHEET: 3 OF8 (1) TYPICAL VERTICAL. SECTION NOTE SHOWS SASH CUT AWAY r . E: ITEMS 22, 27.29, 38.41. 42. 43, 53, AND 54 ARE USED BUT NOT OWN FOR CLARITY. PROPRIETARY AND O@EICEVRAL THE NFORMATION CONTAINED W THIS DRAWIRT 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 PROHIEF ED. CAL VERTICAL SECTION NOTE: SNOWS FIXED UTE CUT AWAY ,z (S' TYPICAL HORIZONTAL SECTION L4J NOTE LEFT SHOWS MEC UTE OUT AWAY. RIGHT SHOWS SASH CUT AWAY LUCAS A. TURNER, FL. P.E NO. 58201 »i{uuai,, o•'` P�so�w r ��. WINDOW SYSTEMS No wnMiu ` 58201 :7� : 1900 SW 44TH AVE. -` * ; ; * : OCALA, FLORIDA 34474 0 STATE OP •41.1 TITLE: SECTION VIEWS - LARGE MISSILE IMPACT + F O R� °. • (4 u�oEL Ew + r � S S ,,` M e400=-. ERNES 8200 - DRAWN EY: AAJ A TE 11/812008 HORIZ SLIDER .: CWS•399 aEV LETTER 3HEE T ' 4 OF 8 SCALE: vs ,N Ds, NB'x8B'xrLg. 7/8' I3 (3/16'A.-7/1rSSPA.) 48x3/4• R1 PH TB( Screw . • PVC SASH P3839 P4113 CORNER WELD (ALL SIDES) 718" 4318 e 4 1 6' FRAME IMPACT HOOK -1577 ALUMINUM 6063 -T6 3 1r8' . 1 ji1 ,n� ,.L—k-- I_ --_._ r O III O III PVC FRAME FLANGE -6031 0 3/18' PVC SASH BTM. RAIL -6028 REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 3118' PROPRIETARY AND CONFIDENTIAL THE 4JFC MATION CONTAINED WINS S DRAWING IS THE SOLE PROPERTY Of CUSTOM WINDOW SYSTEM8.1NC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSDN OP CUSTOM WINDOW SYSTEAAS. INC. S PROHI8rED. 1/18' L REINF. S.B.R./S.S.R. -1498 REINF. SASH MTG. RAIL -1497 ALUMINUM 6063 -T6 ALUMINUM 6063 -T8 t 1/8'x{ 1 7 WCAS A. TURNER, FL P.E. NO. 58201 1/18' 6/441-• SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 318' FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME HEAVY DUTY MEETING RAIL -1881 PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 R�LLER TRK -167g ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 WC tJ 1/4" I+ 13!1 1/15. ® j I 11/21- MEMEN. L_ 1/18' }C� PVC GLAZEBEAD -6064 3nr SCREW SUPPORT -3113 nTLE EXTRUSIONS /9.0.M: LARGE MISSILE IMPACT ERIES 8200 7RAWNEY: SATE: 11/8/2008 MODEL: HORIZ SLIDER SCALE: NTS Dwa. : CWS -399 IEV LETTER. SHEET: 5 OF 6 1 1/4" • • FRAME CORNER CONSTRUCTION EXTERIOR FINISH BY OTHERS PERIMETER CAUL( BY INSTALLER Sal RY SCREW BACKED WASHER SUPPORT. FRAME PERIMETER CAULK BY INSTALLER CONCRETE/MASONRY BY OTHERS ( ONC ETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • • O. • O. • O • O• • A• DIA. RENE REW mi EXTERIOR FINISH y `_� BY OTHERS 1,,I f �5�itr,� . A• • TIM CM/6101MM - , A•• .- • O ••A ♦ 1 • . � • • . A • O p O •A ∎•• • •P • • A • • : •• • i'•p • O'• "e s. A. ((D VERTICAL SECTION L$ ,1 FRAME (MASONRY) CAULK BETWEEN BUCK DRYWALL BY AND OPENING BY OTHERS OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. BY WOOD BUOK BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER I/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. HIGH STRENGTH STRUCTURAL GROUT BY OTHERS I 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) •4. ••- EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERKOR FINISH BY OTHERS • Sal STOOL SILL BY OTHERS BY OTHERS USE SOLID WOOD SUPPORTTO MAKE SILL LEVEL, BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 &3ONSHT.2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER T �.. FRAME (MASONRY) LUCAS P. TURNER, FL NO. 58201 PROPRIETARY PROPRIETARY AND COMMENSAL THE INFORMATION CONTAINED IN THIS DRAWING !SINE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPR03UCTION IN PART OR AS A WHOLE wRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 1S PROHI&'EO. 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAUL( UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB INSTALLATION ANCHOR 3flEr DIA. MASONRY SCREW vs/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER HEAD BY I NSTALLER v PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (WOOD) r 1/4' MAX( SHIM (SEE NOTE 2 & 3 ON SHT. 2) LUZ (MIN. EMBEDMENT) • vv DRYWALL BY 0' n OTHERS • INSTALLATION ANCHOR, • 410 WOOD ANCHOR W/ NEOPRENE BACKED • . WASHER THRU SCREW a SUPPORT. 0 2 BY WOOD BUCK BY OTHERS 0 CAULK BETWEEN BUCK AND OPENING BY OTHERS ,• ( , . : . ,.y t GEAl3 8* . • �Q, y' WINDOW SYSTEMS v 1 Na 58201 �� .Is i, 1900 SW 44TH AVE. E : t ? OCALA, FLORIDA 34474 ir : 1111E: : 9: STATE OP r INST ALLA TION THRU FRAME DETAIL - LARGE MISSILE IMPACT � • �ERIES: 'DAM ATE. „ j 1 verzooB +4` * 0 R ; '4,' MODEL• HORIZ. SLIDER 7RAWN SY: AA SCALE: NTS OWO. NO. CWS-399 REV LETTER: 4HEEr: 8 OF 13 ITWMZW1Er la AUG 7 2009 BY: BY 7ERM1T #:ufoR-)bay Miami Shores Villac;e, APPROVED ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS