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WS-12-355Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170577 Permit Number: WS -2 -12 -355 Scheduled Inspection Date: March 29, 2012 Inspector: Rodriguez, Jorge Owner: UBALS, ARMANDO RAFAEL Job Address: 1033 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060143590 Phone: (954)792-4415 Building Department Comments REPLACE 9 IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 28, 2012 For Inspections please call: (305)762 -4949 Page 11 of 22 UALYFIEI *pm likim..,41.,‘ of : outs a 'Y' 11* trei,N ❑ Northern ❑ Narth- Cemrel South - Central II SoUthem -C +al,North,ZONES NFRC I �• • '' MWINDOW SYSTEMS 8300 -FAN PVC Frame - I.I.'W E 366 w /NEAT Laminated D+►l lbl+a Grazed CWS- K -10 -0i 1152-00001 National Fenastraton Rating Council CER1 -151Ed +;l ENERGY PERFORMANCE RATINGS U- Factor (U.S. /I -P) 0.25 Solar Heat Gain Coefficient 0.24 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0.56 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined fora fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use. Consult manufacturer's literature for other product performance information. w�rw.nfrcong DESIGN PRESSURE As Limited by All Components +55 -55 Negative Design Pressure Limited by tested pressure and Glass Tables ASTM E1300 -04. Positive Design Pressure Limited by water test pressure and Glass Tables ASTM E1300-04. iInd: L - 366NEAT /C 1" OA: (3/16" 9 IIN- 1/2" ARGON -5/16" MI[1 /8" ANN -.090" PVB -1/8" ANN]) 204773.3.00.1.1: pas 2 167655 - UBALS )1-1111 Umokt, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. lk� PERMIT APPLICATION Master Permit No. FBC 20 FEB iZ Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): j K q 0e.A CL6 • a,_') \•C) r x\ G Phone#: 1 ' -15c, =.3 (A.i Address: 1 0 ) -3 60 ` I S 5 -1 City: ' G+(V\. \, \i\(--) it 5 State: -SL, Zip: -3313 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: B D City: Miami Shores County: Miami Dade Zip: 5 31 Folio/Parcel#: 11 - VA DC0 -0 NLI s 35`10 ■N'■‘ L.4 was .5V.AD re `D � (.- U7 ,c, ac, , l 1 :',5 1 ks, Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: i\ r c\ h Inc ' Phone #:'1)` -. 33°l0(C' Value of Work for this Permit: $ 5 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New CiRepair/Replace ❑Demolition P d Yl Description of Work: LA 0,4 U Jl - r11Tha‘i )d ) ********* * * * * * * * * * * * * * * * * ** * * * **** * *r** Fees************* * * * * * * * * *** * * * * * **** *** * * ** * * ** Submittal Fee $ Permit Fee $ /1'0 by CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 16C1 ' �J Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F.CTRICAL 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 be a; rove and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 2' day of -t ,20!7,by dV%Uul&it; -Z . 0.AL)�W, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature \� Contractor The foregoginstrument was acknowledged before me this day of 2L ,200 ,by 61-4 uLQ \ • Y • who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp * * * * * * * * * * * * * * * * * * * * * * * * * *. * ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY s_t2fil.1 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * ** Zoning Clerk Miami -Dade My Home My Home miamidade.go Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -3590 Property: 1033 NE 95 ST Mailing ARMANDO RAFAEL UBALS Address: & Living Units: YATES EDISON FULBRIGHT Adj Sq Footage: JR Lot Size: 1033 NE 95 ST MIAMI Year Built: SHORES FL $237,895 $237,895 33138 -2547 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 6/4 Floors: 2 Living Units: 1 Adj Sq Footage: 2,779 Lot Size: 17,750 SQ FT Year Built: 1942 $237,895 $237,895 MIAMI SHORES SEC 3 City: PB 10 -37 LOTS 20 & 21 Legal & W1/2 OF LOT 22 BLK Description: 81 LOT SIZE IRREGULAR OR 18003- 3479 0398 1 OR 18003- 3479 0398 00 Assessment Information: ear: 2011 2010 rinin $203,982 MEIME DEilitr CORO:Y YES $419,553 MOE / MilE $287,895 283,641 Exemption Information: ear: 2011 2010 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $237,895 $50,000/ $233,641 County: $237,895 $237,895 $50,000/ $233,641 City: $50,000/ $237,895 $50,000/ $233,641 School Board: $25,000/ $262,895 $25,000/ $258,641 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 115 ft My Home 1 Property Information 1 Property Taxes 1 My Nelahborhood 1 Property Appraiser Home 1 Uslna Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend /"f Boundary Selected Property N Street Highway Miami -Dade County Water W E http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/13/2012 A�°RIJ CERTIFICATE OF LIABILITY INSURANCE 2I2 TE( D/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Bateman Gordon and Sands 3050 North Federal Hwy Lighthouse Point FL 33064 CONTACT NAME: PHONE . - -0 • Arc No : • i �: -_ E-MAIL ADDREss:certs @bgsagency.com INSURERS) AFFORDING COVERAGE NAIC # INSURER A Scottsdale Insurance Company INSURER B :Bri • . ..;fl = • It • • et- s C • / al Il LIABILITY COMMERCIAL GENERAL LIABILITY INSURED FLOHO4 Florida Home - Improvement Associates,Inc 4070 SW 30th Avenue Hollywood FL 33312 INSURER C : BCS0027014 INSURER D : 2/28/2013 INSURER E : $1,000,000 INSURER F : $100,000 COVERAGES CERTIFICATE NUMBER: 721676416 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY BCS0027014 2/28/2012 2/28/2013 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 MED EXP (Any one person) $Excluded CLAIMS-MADE X OCCUR PERSONAL & ADV INJURY $1,000,000 X XCU /Contractual GENERAL AGGREGATE $2,000,000 X Broad Form PD PRODUCTS - COMP /OP AGG $2,000,000 GEN'L AGGREGATE POUCY X LIMIT APPLIES PER 12677 n LOC BI/PD Deductible $5,000 AUTOMOBILE — X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON - AUTOS OWNED POLBCS0027014 2/28/2012 2/28/2013 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE XLS00080273 2/28 /2012 2/28/2013 EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 $ DED X RETEMION $0 g WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE /M OFFICEREMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N / A 083038937 2/28/2012 2 /28/2013 X WC STATU- TORY LIMITS OTH- ER E.L EACH ACCIDENT $500,000 E.L DISEASE - EA EMPLOYEE $500,000 E.L DISEASE - POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2 Avenue Miami FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY 1IO5T BE POSTED ON THE JOB STIE,AT TIME OF FIRST INSPECTION PERMIT NO.■ �2' 355 TAX FOLIO NO.I1 -320 o - ON .35`}0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1.Le9 al description of property and street/address: tv\YotAI 3- R5 sfi ,. .. A. 111111111111111111111111111111111111111111111 CFN 2012R015. 0451 OR Bk 28017 Ps 3266; (fps) RECORDED 03/02/2012 11 :47:02 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office A,areS Sec.. 3 S . r Z ' ZZ epIK 2. Description of improvement Y it A-OU�s 3. Owner(s) name and address: Interest in property: pw Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792-4415 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 upon whom notices or other •'ocuments may be served as provided by Section 713.13(1)$)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a py of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date la 1 year from the date of rewrding unless a different date Is specified) WARNING TO 'OWNER: ANYPAYNIENTS MADEBY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDERED 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. SSiygnature(s) oft -�T` or Owner(s)' Authorized Officer/Director/Partner/Manager L .. �Ayc i By Print Name A{ QVYG n r)..l ' . `A n v,5 Print Name �OrifS?d F{pp)fn(SrpVQrrlflTlt Assoc. Tttle/Office T Ie /Office 4090 $W 30ti1 Avo STATE OF FLORIDA COUNTY OF MIAMI -DADE r The f oing instrument was acknowledged before me this ___ day of 2.-e!)-_. By rn.C& \C 0 1? . cAS ❑ Ipdividuaily, or ❑ as for 1 iofywood, FL 33312 Personally (mown, 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. Signature(s) By ()efts) or Owner(s)'s Authorized Officer/Director/Partner/Manager who si By 123.01 -R 1W 3 1 03/02/2009 - 5:01pm troyb F: \03 Elements\1 0 Loading \11 Calculators \ ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 007 LORIDA BUILDING CODE & ASCE 7 -05 DES LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Trmutary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 +46.5 492 +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 0 -15 ft -622 +46.5 -59.8 - 58.0 +45.2 +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 -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 46.8 -46.5 -46.2 - 83.1 -60.6 -58.8 -57.5 -58.3 - 55.4 - 54.6 - 53.9 -532 16 ft +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18ft +: +45.9 +45.0 +43.7 +43.3 +42.9 +42.5 +4/2 -52.4 51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -62.1 -60. -58.9 57.8 -56.8 - 55.9 -55.2 -54.5 18 ft +48.3 47.0 +46.1 +45.4 +44.8 +443 +43.9 +43.8 +43.2 47.0 +46. +45.4 +448 +44.3 +43.9 +43.6 +432 .v -52.2 -51.3 -50.6 -50.0 493 -49.1 48.7 48.4 •... -63.5 -61.6 -.. -59.0 -58.1 -57.2 -56.4 -55.8 20 ft +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +442 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 51.8 +47.4 - 51.0 +48.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 49.4 +45.1 ft - 67.4 +50.4 -64.8 52.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 - 50.3 -68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 24 6 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +48.7 +46.3 +45.9 24 ft +513 +49.9 +49.0 +482 +47.8 +47.1 +46.7 +46.3 +453 58.6 -552 - 542 53.5 -52.9 52.3 -51.9 -51.5 51.1 -69.8 57.1 55.1 53.6 52.4 51.4 50.4 -59.6 -58.9 26 ft +522 +50.8 +49.8 +49.1 +48.4 +473 +47.5 +47.1 +46.7 26 ft +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft - 57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 52.7 +482 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -68.2 -662 +51.6 +50.6 - 64.6 +49.8 -63.4 +492 -6/3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 - 58.3 56.9 55.9 55.1 - 54.5 53.9 53.5 -53.1 -52.7 -72.0 -692 -67.1 -85.6 -64.3 -632 -62.3 -81.5 50.7 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -59.1 57.7 -56.7 -55.9 - 552 54.7 -542 -53.8 -53.4 -73.0 40.1 58.1 -66.5 552 54.1 53.1 52.3 51.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 - 59.9 58.4 -57.4 -56.6 -55.9 55.4 54.9 54.5 -54.1 -73.9 41.0 58.9 57.3 - 66.0 - 64.9 54.0 53.1 52.4 ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 36 ft 50.6 +55.9 -59.1 +54.4 -58.1 +53.3 57.3 +52.5 -56.6 +51.9 -56.1 +51.3 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -68.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -61.3 +56.5 59.8 +55.0 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 - 582 +51.4 55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 57.6 +52.5 -66.5 +51.9 55.5 +51.4 - 64.6 +51.0 -63.8 +50.6 52.0 50.5 59.4 -58.6 57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.3 -69.7 -68.3 - 672 -882 - 65.3 -64.5 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 +57.7 51.1 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 57.9 +53.0 57.4 +52.5 5 7.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -742 -72.1 +562 +55.1 - 70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65 2 +51.7 44 ft -632 +58.3 -61.7 +58.7 - 60.8 +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 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 -67.5 +53.0 -66.6 +52.8 55.8 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +56.2 -60.3 +55.3 59.6 +54.6 -59.0 +54.0 -58.5 +53.5 58.1 +53.1 57.7 +52.7 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -86.5 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 51.7 +56.7 -80.8 +55.8 -60.1 +55.1 59.6 +54.5 59.0 +543 - 58.6 +53.6 582 +53.1 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 ft 54.9 +59.9 53.4 +58.3 522 +572 -61.4 +56.3 -60.7 +55.8 -60.1 +55.0 59.5 +54.5 - 59.1 +54.0 58.7 +53.6 50 ft -802 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 - 68.5 +54.0 -67.8 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 51.9 +56.8 -612 +58.1 50.6 +55.4 50.0 +54.9 - 59.6 +54.5 -592 92 +54.0 52 ft -80.8 +80.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 - 69.0 +54.5 -68 -68.2 +54.0 56.0 -64.4 -63.3 -62.4 -61.7 -61.0 - 60.5 - 80.1 59.6 51.5 -78.3 -76.0 442 -72.8 41.6 40.5 - 69.6 58.7 54 ft +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 58.5 54.9 -63.7 -82.9 52.1 - 61.5 -61.0 - 80.5 -80.1 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft 57.5 +62.2 - 85.8 +60.6 54.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 51.0 +55.7 ft 53.3 ' +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 c REMARKS INIT ISSUE r 04/19/06 02/23/09 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -6U; BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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 2 / 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 (GCp1 = +/ -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. 1 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. 10-I ® I 1 ELEVATION I� WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, PE ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT a' ENGINEERING EXPRESS® 0 mr 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #8885 m r FHA DIAGRAM SHEET IFItcurnadign awassacipcmilatikesme TYPE OF PROPERTY ROOF HEIGHT )G1GSS TOTAL 0 OF FLOORS 2 ;1 11111111 EfailikullinAW IN liattmili ill MIMI al illatit oat um low II Egaiu ' all mi au il M n 111 • . . • _ IIIPM '� PAIN E 11/ s L IMMUNE 111111111m Minn! IIIIMMII IK V r .• NW MINIM "3 um= i / /i% A im�IT ....., „,„1,,p Nal _ ■! n Illa INA Aft im MB 1 ®_it isaillial 111' 11 ■1u[ + '_. ! ° '/bra iw # IMMOIWkilinalgaingaMA 100 esu 1 aWr. _ // PSal 11111MINEMPOI mPeleill I !i � � Bu NUN I6iimia ' .� - ,..rsrn�ii♦/ . M E M Ewan '#rjo /■ !Mt %.ten �rr�ww. im .0:4 vf; '.I•soimE, Ery �W c .a ;�' NWi. Mil giii 11011111Mil NB II' ILL Florida Building Code Online • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramEVX... ,st,g 4271175' BcIS Home Log In User Registration I Hot Topics Submit Surcharge , Stats & Facts # Publications I FBC Staff acts Site Map 1 Links 1 Search Product Approval USER; Public User P.1044 .laps yaIllmg > &Odva sztov kiatbrt Search > L$p ?Im.n.at > AppllmfIon Wag FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Custom Window Systems Inc. 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 Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `?' Evaluation Report - Hardcopy Received ,Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5859 R3 COI 510488A (Eval Red PW -8300 Impa ).odf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 oft 12/1312010 4:09 PM Florida Building Code Online Ittp://www.floridabuilding.org/pr/pr_app_dtaspx?Param=wGEVX... 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 12/19/2008 01/05/2009 01/09/2009 02/03/2009 4 of Products FL # Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Use roved 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, PVB) Installation Instructions F15859 R3 II CWS -159A (PW -8300 Imoact).pdf FL5859 R3 II DuPont PVB NOA 05 -1208 02.odf F15859 R3 II DuPont SGP NOA 07-1116- 04.odf FL5859 R3 II Mikron NOA 06 -1220 01.p Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 Impact).odf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Othen Large Missile, 72" w/ heat strengthened glass, HVHZ: Yes HVHZ: Yes -67.5 x 76 ", DP = +/- 67.5 psf (Impact SGP). Installation instructions FL5859 R3 I1 CWS -337 (PW -8300 Impact 72x76).cdf FL5859 R II DuPont SGP NOA 07- 1116-04.adf FL5859 R3 II Mikron NOA 06-1220 01 pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports E 1 0: • ... 1 • ' i:-. t+ .u!._.1 72x76).odf Created by Independent Third Party: Yes Department of Community Affairs Mlarlda Baddirg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 424 -8436 4 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Costaight Statement I Accessthifrty Statement I pjyg -tn software !Customer Service Survey 1 Contact Us Product Approval Aateptst iTg7tke VH14PR♦ 2 of 2 12/13/2010 4:.09 PM 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. 44s' Avenue Ocala, FL 34474 Product Line: 8300 PVC Fixed Lite — lmpactresistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Fixed window, Impact resistant made of white rigid PVC. Frame is of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document; drawing numberCWS -159 Revision A, titled 8300 PVC Fixed Lite, prepared, sighed and sealed by L. Roberto Lomas P.E. • . 2. Test reports: Report No.: NCTL 210- 31189 -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 20344 Cyclic 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 1889 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile ImpactTest, Level D, Wind Zone 4 ASTM E 18881E 1996 • Cyclic Load Test, ±67.5 psf design pressure 4. Report No.: NCTL 210 - 3275 -1, slgned.by Gerard J. Ferrara P.E - Nationai Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile lmpact Teat . TAS 202 -94 Uniform Static Air Pressure, ±67.Spsf design pressure, 15.Opsf water infiltration TAS 203 -94 Cyclic Pressure Loading i55.0psf 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 1.996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1998 Cyclic Load Test, ±55.Opsf design pressure. 7. Anchor calculations., report number 810181A, prepared, signed and sealed by L. Roberto Lomas P.E. Limftatlons and Conditions of use: . 1 or2 Unit Size Max. D.L.O. . Design Pressure Rating Impact Rating Up to 48 "x72" 45118°x691/8" *55.0 psf Lerge and Small Missile Impact Up to 62 "x78" , 591/8 "x731/8° ±87.5 psf Large and Smali Missile impact ., • Units up to 62 "x76" must be glazed with: 7/8"13U consisting of outboard lite 3/16" HS — Alr -- laminated inboard Re consisting of 3116" HS 0.090' Sentry GIasPlus by Dupont — 3/16° HS per ASTM t~ 1300, Units up to 48 "x72" may be glazed with: o 718" IGU consisting of outboard the 3/16" Ann —Air— laminated Inboard lite consisting of 1/8" Ann -� :090' DuPont Butactte PVBinteriayer —.1/8° Ann per ASTM E 1300. o 7/8" IGU consisting of outboard lite 3116" Ann— Air — Laminated inboard lite consisting of 1N,Aim .090" Saluda Saflex interlayer— 1/8" Ann per ASTM 5 1300. • DuPont Butacite lnteriayer per NOA 05-1208.02 • Solutia Satiex lnterlayer per NOA 06- 0206.01 • Sentry GlasPtus 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 d • Frame material to be white rigid PVC per NOA 06- 1220.01 a : a.°q* a" . L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemons, NC 27012 Report No.: 510488A 335 - 945.9695 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 le being issued. Also, I don't have nor will acquire a financial Interest in any other entity • involved In the approval process of the listed product(s). 2 of 2 PICTURE WINDOW ELEVATIONS (LARGE IMISSILE IMPACT) SHOWN W/DIFFERENT OPTIONS SIZE - 5/16 LAMINATED GLASS +55/ -55 DESIGN PRESSURE TABLE Or CONTENTS GENERAL NOTES & ELEVATIONS-.-1 ANCHOR SCHEDULE & NOTES . 2 B DP CHART & GLAZING .........._. 7 SECTION VIEWS__..- ....... ..8 EXTRUSIONS & E.O.M_........- ..9 INSTALLATION OETAILS ..10 -12 • MAX. SIZE -7/16 LAMINATED GLASS 4- 57.,6/ - 67.55 DESIGN PRESSURE pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE RORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 7) 2. CONFIGURATION: FIXED UTE -0-. .1. DESIGN PRESSURES: (SEE TABLES -SHEET 7) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • Po5rf VE DESIGN LOADS BASED ON TESTED PRESSURE. WATER INFILTRATION TEST PEE AND GLASS TABLES ASTM E 1300. b ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLYWEIDED. & REF13E10E TEST REPORTS: NCT6210- 3169 -IA , NCTL 2103109 -t , NCTL- 210. 3275 -1A. NCIL210- 3276-1 • 9. SERIES! MODEL DESIGNATION PW$304: 10. WOOD BUCK OR STUD FRAMING TO as DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. ti es •7 • 4 :M • 1 j e • SW 44114 AVE FLORIDA 34474 ERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT • • : v ., .7cn oT klia FIXED UTE ADE 715/2008 i FROPREMY CCOWNCITAt i0)il.Ir TRe MIS ']WC.14.: CWS -159 1RFORMIDFS ITMERJ no DRAWING TrE SOLE rRDPERIY LHOag O LOMAS ate wanxiw MMUS. MANY RFPAWUCRON®u PART OR ASAWNOLERO • FL P.E w..^625t4 - WI, W 1 kFt A SHEET: WRITTEN PSRMISSION OF CUSTOM %MOON SYSTELIS.14.4 PAOYEVF$. � 1 OF 12 r tt . N • r•ti:S1; a .\ 1•c. rd _ M, �•�rl:; f�(�8l3aat• FATES: 1. INSTALLONE ANCHOR AT EACH N9TALLAT1ON LOCATION. • 2. SHIM AS RED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. AU.OWASI.E SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER. WOOD SHIMS ARE NOT ALLOWED. 4 3110' DI A. ELCOTAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 114' INTO MASONRYTHRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2* SHALL BE ACHIEVED. S. PIO WOOD SCREW ANCHORS MUST BE OP SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318' INTO 2 BY WOOD BUCK. 6, 98 WOOD SCREW ANC OF1S MUST BE OF SUFFICIENT' LENGTH TO ACHIEVE A MX 'BASEMENT OF 1 112' INfTO2 BY WOOD BUCK FOR FIN INSTALLATION 7. BEIALLCORNERS WITH sMALLJOWTBEAM SEALANT. O. ALL INSTALLATION ANCHORS MUST SE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ' S S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS NTSTALAATION INSTRUCTIONS, AND ANCHORS SHAD. NOT SE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELO*. • 10. INSTALLATION ANCHOR CAPACl71ES FOR PRODUCTS HEREH�I ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: jGa '} .4 � ad. A. WOOD _MINIMUM SPECIFIC GAAVRY OF 0.0.42 a • o tyNCHOR SCHEDULE & NOTES - LARGE M1s58 F IMPACT B. CONCRETE- MINIMUM COMPRESSIVE STRENGT1-I OF 5,220 PSI. a �. r ° •::� , .T.' °., + .: ;r. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. HYPE 1(OR GREATER) cae�toelnA. C `•'' 9C' t':444-::::.; 7115/2008 THEHTF0fiMATIONCONTA* U maws ammo SY11E SOIEPROPERIY OF`CC.ST LRO 'Fil . W0.DQWSnit- US, 114C. ANYREPRODUCIION IMPART on. AS AWHOA.£WTfFiJIVHE • PI- P.E. R2514 WRIrrEN PERIAggiONAV A5T0At WOtDOY+ SYSTEMS. TNG IS PROFMBREO. — ° r a.... ,r9 ¢r ANCHOR LAYOUT - IFINI 11411311NUN i MI MOOD OPENINO1 FORUM'S," TOTxrTS A I UPDATED PER NEW FBC AEOUIREME TTS #07!07108 SW 44TH RV E. 34474 eto_CWS -159 2 OF 12 .B r. RC F LT MAX. OZ s FdA1L �+ LTA? 112 CIRCLE TOMBSTONE APSE LL MAX OC • (Fat FAN, ? . ' ° L PAOPRIMPITAtLil COIARWO M. TNEFWORILVENa CONTRA= ROHM ORAWR`EI ISTHE SOLE PROPERTY OF L• WINDOW MEWS, sac. ANY REPR REN IN PART OR AS A WHOLE wyermin FL P. ,RICs. 52514 WRIVEN PERMIEstoN OF CUSTOM WINDOW SYSTE141 .-t4 PROIREITErz .✓ O • Y to NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2.THRUFAAIAEOR CLIP - MSONRv mOOD OPENING. 3. MAX OVERALL SQ£ MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS van.; DESIGN PRESSURE OF +h 67.5 LOCATE ANCHORS 13- MAX Q.C. A, an '.+ 41TH It A 3447AVE. 4 y+ - ARM FLG ANCHOR 6 : I .. FDCEO i1TE • r IAaDFJ.: s 1.4 SCHEDULE - LARGE MLSSILE IMPACT .31tbv1N9; ADE 110. 711512008 se.AtE: NTS t2.1-1F-A: A CWS•T59 SHtEt' 3 OF t2 11362=111 MAX ac. Me) mAX.0.0. MP) OCTAGON DOGHOUSE MN= BEM= NOTE; 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLAT/ON REQUIREMENTS 2.THRU FRAME on OUP - NIASONRYANOOD OPENING. 2. MAX OVERALL sus mist- NOT EXCEED THE MAX OVERALL-SUE OF REDTANDIULAR WINDOWS ON SKEET 1. A. FOR UNITS wrat DESIGN PRESSURE OF 67.5 LOCATE ANCHORS 13" MAX 0.D, A 1 UPDATED PER NEW FRO FIEOUIRWENTS !MUMS •-cs ..r‘ .4, • re; • *.,r • PP:OPSMARY coinweamAt. :" '11.1E NFDRWATiON CONTAIKII *ATMS OFIAW143 18.11.1E SOLE PROPERTY OF WINDOW SYSTE1.19,. INO.AblY I:VR=10T= fag PAM" CR A$ A WOLE WIThattC147Z. WRITTEN PERMSVON OF CUSTOM WINDOW SYSTELls. INC. XS PR:WRITE/I. . 44TH AVE. ORIDA 34474 ARCH. FLO ANCHOR SCHEDULE - LARGE MISSILE IMP= 7/1512110/1 CWS-159 t FL. P.E.Nattp.4 ' 4 • . 4 Of 12 F7D12IY9E 112 CiRcLE 1/2 EWPSE EM M m 8; - MAX. 0.C. CRYP NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. EHRIJ NAILING FIN • WOOD OPENING. 3. MAX OVERALL S12E MUST NOT ESCCEED THE MAX OVERALL WE OF RECTANGULAR WINDOWS ON SHEET 1. A UPDATED PER NEW FBC REQUIREMENTS 107/07108 MAX ITYR'I Ia 4• ARAX MALO.C. CNN i rrJ 1/4 CIRCLE 112 FAN • • 1410PAIETANY MD CONI ne+Z4tL ` • Lic NFO[WATION CONTAINED N'MS MAIMS IS n-ea SALE MOriamEr `• WW tt SYSIMIS. NG -ANY Hal ISPARTOH AS AWDS . WS TEN PERMISSION OF come 31 WIMOPI SYST£4S.Dic. SS PROMISES, `• 14.1 SW 44Th AVE. • FLORIDA 34474 ARCH. FIN ANCHOR SCHEDULE • LARGE MISSILE IMPACT it "'c v, 7115/2008 . FL P.E862514 CWS-159 5 OF 12 MAWR » MAX.C.c. r NNE \ \-=-1/ HEXAGON 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 wINOOws ON SHEET 1. A I UPDATED PER NEW FRC REQUIREMENTS 107107/08 .v**** ti ,;A.r 900 SW 44TH AVE. . FLORIDA 34474 ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT UNIT UNIT HEIGHT (IN) rIDTH (IN) GLASS TYPE 12 • 20 28 36 ` 44 48 • 56 64 76 14 A,B,C.D.E.F,G R +551 -55 +551 -55 +551 -55 +5 / -55 +551 -55 +551 -55 +551 -55 +551 -55 - +5 55 +_47.5;/ -575' 20 A.,B,C,D,E.F,G,H +55/ -55 • +551 -55 • +55I -55 +5 -55 +551 -55 +55/ -55 +551 -55 +551 -55 +551 -55 71- .6_-7.5/. 675 7 A,B,C,D,E,F,G,FT +55/ -55 +551 -55 . +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 •x551 -55 +551 -55 4.Sft'7`;5;"A)57.4; A,B,GD,E,FG,H +551 -55 +551 -55 +551 -55 + - 5 +55/ -55 +551 -55 +551 -55 +551 -55 + -55 '- •17;5.t'; 75. A,B,C,D,E,F,G,H +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +55/ -55 +551 -55 +55/ -55 +551 -55 y:5 =r .: 44 A,B,C,D,E,F,GJ -I +551 -55 +551 -55 +55-1 -55 - +551 -55 +551 -55 +551 -55 4-55/ -55 +551 -55 + -55 41.;.5.p.:4731 1'_•7.4;1.0.5 48 A,B,C,D,E,F,G,H +551 -55 +sit -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 A,B,C,D,5,F,G,F1 +551 -55 +55/ -55 +551 -55 +551- +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 7. 1.94'I° t- . " A,B,C,D,Ed?GI3 +551 -55 - +55/-55 +551 -55 + 1 -55 +551 -55 +55/ -55 .+67$. /.- 67.3 /Km 1.-•67 -,;1- '+.4.77..•',,14 4TP'1' 7 ,441*— ' "_ .47.1 -.1. ,3ii. 15 5,/.sb7;5. R •'r4-',-_- r� . '; y •7.4; 62 A,B,C,D.E,F,G.11 #55 /-55 •, +551 -55 1 +551 -55 +551 -55 +551 -55 +551-55 • • ME -.USE GLASS 'TYPE - C,0.0, &HONI-Y Tier OVERALL 77&' 7B" OVERALL ri ^qi ^" 3716 ANNEALED OVERALL Mr 31'16' HEAT STRENGTH 778' OVERALL TEMPERED TEMPERED 3C8' AIR SPACE: . s116' LAMIBLASS w •1� ANNEALED 0 'P 3118' • A1R SPACE - W16" LAD GLASS 1Ar � 4NEALED 1� VW . 0 8' ill 114' AIR SPACE 7118' LAMIGIASS 3746' NEAT STRING'S!! 31r STS GIN ■ - 114. AIR SPACE 7118' LAMI GLASS . sne• HEAT ST I P1 'Ms• �TS1B STRENGTH . .41,41,;____ 4,11._____, 06.111_11_ rc-f-thitiompi lir . (114111111111 ait___ , • Aar A ill c-4.4,1—iiiii iii ' _ 1 GLASS TYPED MASS TYPE C I sidsvoxpui NOTE: ° Y OVERALL r OVERALL r OVERALL Mir HEAT WEN= or AIRSPACE r OVERALL. ,, I j 3111' ANNEALED . AIR SPACE • WW LAMfGLASS VS" ANNEALED 3t3Y PVG . '478' ANNEALED I, 3n8" TEMPERED 311r TEMPERED 1. IF SIZE INTENDED 15 NOT SHOWN, 1/r AIR SPACE MS" LAW GLASS LAC' ;ANNEALED '1' 3142' PVB 118' ANNEALED klhil pr TSB' LAMIGI.ASS • . 311 HEAT STRENGTH 3132' PVB 3!18' HEATSTiia STREWTH ittic--- 318" AIRSPACE 771L3' LAW GLASS USE N©LT LARGER SIZE 3115" HHEATSTRENGTH �I' 3a^' PVa 1 '3fi8' HEATSTAENG7H --- A UPD-4 PF.R NEW REQUIREMENTS 67f47108_ , I, , 4. �o sa. •:• . "'• "' b° o a„• " ' _ ° o' .• .!.'A,1 .4 y v -�++• • , o :•- • $`'irL ..LR08E�R7Ti erdo=.„.... ..._ 1. 44.TH AVE. �:� R1TA (4,,._ F C'Ll-' 6410 —1114-LI _. + '' «-+�. GLASS TYPE E E GLASS TYPE F , GLASS TYPE G l GLASS TYPE H D CH GLAZING :�. DG CHART & GLA7JNG DETAIL LARGE MISSILE IMPACT . • •• • • • PROPR ETARRAMOCCRYAORDIM. 11 WPORMATIOLIX7awa ) g o- us °mamaDTHEsOI3P»OPHitYor clede;: of „, EMT, LITE '- , ADE 7/15129DE '. :,' • , °.8'.k4. sA.I } CW5.159 wteo4SYSTF}ts. LNG ANYRSRODUCDON IMPART OR AS AW LEWTHOIS {16 %.” FL P.E. NO -15514 - o -. '"s.�1e; a•• A ::'f3. ; 7 OF 12 WmiTER PpRi�IQ1CF psTamv /Roaw =MA*. wets PROMIEa OVERALL FLAKE HEIGHT 112:MBIOB, UNIT HEIGliir TYPIGAL VERTICAL S CM! TYPICAL HORIZONTAL EOTION ExTEFuoti NOT ITEMS 9. 11-14 ARE HSEC, BUT' MOT SHOWN FOR CLARRY • • ..-- P110,"RWAHV Atal CatEriBMAL • . • Ogr:' wawa,/ sysreus, mniREPnaoucnoN OMAR-MIAS AyArtE nee., '1;„ PA..W012514 - - • wurrred PEAKS:3FM oF cUSTOUWZMOW =miss. ac.ts pRcettajna: , • °I: • 1900 PM 44TH AVE_ .1ErFLORIDA, 34474 •, MT. VIEWS ALT. FIN FRAME - LARGEtAMISSILE IMPACT RAWN Atle 7119,2008 SCALE: 144. NTS CWS-189 — , • ...SVC FIXED LITE IME EIFORtANITINCONTAMS3 11115 ORMING [SIM SOLE PROSATYPP 83013 A ' 8 OF 12 # Part# 1 H -6006B 2 H -60068 3 H -6006B 4 H -6006B 5 S-6015 6 S-6016 7 S -1504 8 P -3752 9 P-3438 10 P -3352 11 P-3684 13 P-3881 14 P-3613 .15 • 16 H-600&A 17 P-3113 18 S-6009 Descriltion Fr., PW, Main, Head Fr., PW, Main, Sill Fr., PW, Main, L.. Jb. Fr., PW, Main, R Jb. . Glz. Bd., Fxd. (314" OA. LG) azz. Bd., Frd. (718' CIA. Le) Anchor Clip Cap Plug, 112" Hole Hot Melt, Tr*Seal, "11" Set. BIk.,*8513nr.,1/8" x5/8" x 2" Lg. PW -8300 Gold CerL Label, NFRC Tab Teajiaraty Ji 1. (NFRC/DP) CWS L11. 0069) Grass, Fried Fr. Main, PVC, Fm Screw Support for PVC C lz Bd., Fxd. (1" O.A. LO) • ' PVC FRAME FLANGE - H 6006 ans. PVC FRAME FIN - H 6006A 7f PVC GLAZING BEAD - S-6006 PVC GLAZING BEAD - S 6015 2 9116' ANCHOR CLIP S -1504 - - • ALUM - 6483 -T6 PLAN VIEW OF . ANCHOR CUP• PROPfttrarit CCRIFIDOMAL TM If Tt4cosn ',�rE17H,xsoaawvynISnhsaaaaa a rog 4 ocras sitms. RC ANY TIOit IN PASTOR' AS AWHOLBl.71 91117171IN A MSS7@=Of GUST= WMOW S'SiEJ4. f1.CC. ISPROW&TED.•:... . 4 FRAME LXtRNER c7+tUC7TOFt PVC GLAZING BEAD - 5 6016 N--Bousen--3 - Q SCREW SUPPORT - P-3113 r UPDATED PER MEW FRC REOUIREIlENTS Io7/07/08 SW 44TH AVE. P ORlflA 34474 SIGNS & 8OJL -LARGE MISSILE IMPACT .` a to �t f P II.t , ; r 1.' - '4ffiy +,4 BtTTtI" CAULK BETWEEN BUCI( AND OPENING BY OTHERS CAULK BETWEEN BUM Are OPENING BY OTHERS CONGREtEJMASO: BY 0ai8 noRptasii miens HATER CALAX NSTAL3.ER VWDOW VR ME Iran WINDOW FRAME SILL 3LILME TERCABL( 1 INSTALLER ORIDR FINISH )THERE 4:1 :::.iii• .0.• y1 s.r r• • a �� P• ' Rir P• A • 6 • a': '•Pa ♦ •1'a r�..a...hN aj6 •r• L f • a .., w•• a.. AP r•a•ra•�w • •i.•• • s. ;. y w 11/It WIN. EMBEDMENT) (SEE NOTE 283 SHEET 2) 114' WAX SJ UM 5 ^.r.. EDGE 3,43. EDGE DA3i) (MDt EMBEDMEN I • 4 A A 4A a • A • A • 4 • 4 • aA INSTA1LAT10N ANCHOR. 3116° DtA. MASONRY ANCHOR 114' AJAX SHIM (SEE NOTE 213 WEE' 2) AMOR CUP ANCHOR OAP 1 BY WOOD BUCtc .16! �►• 4.1% • •DI w • a • •QPPco, BYR4STAUEN BY WOOD au= nd•T9•t «• • E:XSERIOR FR4ISH i. SYOTHMS BY OTHER$ 11aR�5ECTION ((s NOTE2 3 SHEET 2) �7 CUP WHADOW FRAME J WINDOW FRAM ANA DUP INSTAL ATioN ANCHOR. 3440' WA. MASDNRY ANCHOR. PERIMETER V INSTALLER WINDOW FRAME SA.L . 1NSTAUATIONANCHOR.3416'DUL mom 0443.41 CONCRETE At4CLKH1 BY OTHERS ANCHOR CLIP r114' MAX SHJM (SEE NOTE 2a361iEET� I OTHERS VERTICAL SECTION 1 BY WOOD SUCK BY OTHERS i14' -(MBL. EMBEDMENT) EDGE DST) • PERSIL-TER CAUUC BY INSTAU_EH — ANCMDR cUP• (M(N EMS 3MENTI +'4•• :A • • • t . 1:4 • • + 04STAUATKIN ANCHOR, A A 810 WOOD SCREW • AS. A•A • ae. •� OTHEFtS A . • • CAW( EEIWEENRUCK A • LAND MOMS BYOTHERS • • a. 45 a•A • • A • .O• •A •�+ CRIZONTAL SECTION BYOTHERE NLSR tD • CLIP MOOD) 2 HY WOOD BUCK BY Men AN ORR.. OIL 3116' atA MASONRY CONCRETESAASONRY BY O 0 PROPRIETARY ASSOCONFiDS iAL '77127,7FORUA7DNCON7AE1770 RIM DRAWWi IS THIS= pnor3 TY WB1oQW SYSTEMS. MC. ANY REPFIDDLCAO1J W PAATOA AS AWHOLE WHITEN PEALASSIONOF CUSTOMW1.1OOW SYSTB•MS.INO. $'•,. io- ALTERNATE PR LLUETAIL GDP tattiscaan• rU4 MAX SHIM (SEE NOTES & 3 SHEET 21 I (MM EMBEDMENT) 2_iG'C (MIN.EDGEDIST) • A UPDATED PER NEW FOC REDU1REMENTS f07/D7108 .,w •QY 4 o • mil.. LipBERTO r- FL P.. 021.132514 1 • • WO SW 44TH AVE_ FLORIDA 34474 ALIAT1DN ANCHOR w/CUP DETAIL -LARGE M6S LE IMPACT 66911111111111111111611111111' 10 OF 1 CONCRETE! MASONRY BY OTHERS CAULK RETWEEN BUCK AND OPENING BY OTHERS Dti'WALL BY OTHERS 8 NCR TS�RY 1 WOOD BUCK 3 a s 1I4• MAX SHRM (SEE NOTE 3 E:3 sVEET 21 (14R& EMBEDMENT) DRYWALL BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS TV4` MAX SHIM (SEE NOTE 2!t 3 SHEET 2) CAULKUNDERSCREW HEAD BY INSTALLER • (MW. EDGE OUT) O. . P. ! P. w•P• INSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW 1 w! NEOPRENE BACKED WASHER THRU SCREW SUPPORT LK MR EMBEDMENT) WWNDOW FRAM EXTERIOR FINISH -. • 81 OTHERS PERIL CAL2 K BY INSTALLER WINDOW FRAME Hap 1 BY WOOD BOCK SYOT MS X4.4 . • 2.]GC tME1EDGE D IST.)'dZ +4 J1 •4 •a DRYWALL 8Y OTHERS 2 BY WOOD BL= BY OTHERS 9LNSTWQOO S R SCREW U b' SCREW SUPPORT CAOUC BETWEEN BO* AND OPENING BY OTHERS 1M• MAY SHIM (SEE NOTE 2.4 3SHEET 2) BY INSTALLER 8 INSTALLER EDOEFUOR FINISH BY OTHERS CALA.RKLWDBt SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. 3116'WA.MAS WSCREW w/ ',ISOPRENE BAND WASHER THRU 6cREW SUPPORT WINDOW FRAME SILL • SY PERIMET83 CAULK INSTALLER EXTERIOR FINISH - BYOTHERS CAMS UNDER BCFEW HEAD BY44STALLHR WNIXAM FRAME PETWAETER CAULK EY INSTALLER EXTERIOR MUSH aY OTIeERS INSTALLATION INSTALLATION ANCHOR, 3I18'ITIA. MASONRY SCFEW w/ NEOPRENE BASKED WASHER • THRU SCREW SUPPORT OAULK UNDER SCREW HERD BY INSTALLER V4 MAX SHEA ISEE NOTE 2 & 3 SHEET 2) EXTERIOR MEN BY OTHERS . HQRF20NTALSECTION PEASE LYE (MIN. EMBEDMENT) HER STRENGTHSTRUCTURAL GROUT aY OTTERS tI•F MAX. SHIM 1 (SEE.NOTE2838HT2) wy..Sw • 11/C ;u •1'OI •P a 4 s .a rJ� /.iILiI /r SUMO". a• • P. >.. 1i 9Y Lo RS • •o,P♦ a• a• �' P P. a••.a.0.•.......... O 0, 0.0i. • P• p ��P•O •s BY MSS NRY MN� USE SOLLDWN WOOD '• `• ` SUPPORT TO MAKE a• =P• `�, o�'= o.a. Pw, a.'w 'w• a• . ' Ib211Y.B BEDMEiI) SILL LEVEL BY omens •a•.w •a . ^P. D•101 ,a••00 L a. P• CoNCREtErNASONRY BY OTHERS VERTICAL SECTIQN SW 44TH AVE. FLORDA 34474 non THRU FRAME DETAIL - LARGE MISSILE IMPACT 4 nsoPmensy ANDc ID lints. irez IuFOMMATIONCDMM, IN T1D9 DRAWINGIS 1 SOLE PROPERTYQF,CUSI2A4 MOON TIMERS INC. ANY REPRODUCROR RtPMTORAS PINHOLE YR HOUTTH6q WRITTEN PERMISSION CP COMM W W00W SYSSE66.1N .1S PRO EINEtt (MIN. EMBEDMENT} SHEATHING BY OTHERS CAULK'BEHwD FIN BY INSTALLER E(TERIOAR FAMISH • BY OTHERS PETER CAULK BY INSTALLER WINOOw WRAP BY INSTALLER WINDOW FRAME Fi.AO INSTALLATION ANCHOR, LB WOOD SCREW ANCHOR BUCK BY OTHERS 1 --114• MAX SHIM (SEE NOTE 2 a ON SHT2) 2 BY BUCK BY OTHERS LIZ (MIN. EMSEDMEN$ WINDOW FRAME JAMB 114' MAX SHIM (SEE NOTE 2a3ONSHT21 SHEATHMG BY OTHERS WINDOW FRAME :Ill. PERIMETER CA TO( BY INSTAILP_R WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK BEF&ND FIN BYINBTALLER SHEATHING BY OTHERS E WIERIOR FlNRSH BYomens CAULK etamio FW BY INSTALLER INSTALLATION ANCHOR, tog wZ ID SCREw ANCHOR • E.L*3.1.:� WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER Ilt (WOOD) N61Tx2a3ON3Fti • 2BYWOOD BUCK BY OTHERS . INSTALLATION ANCHOR. minor; SCREW AHCHOR MN. EWED,MF C 1VERTICAL•,SECTION 12 / FIN (WOOD) a - \.c •• c 47.:,;:--- 0 p + i O6} TL . . • •, y x1orRE rAenlu aa DeaAL ° "Rrs eq... =SAWED THE INFORMATION tONC WIPIDONSYSSEM:4 M. ANYREPAOOOOTI(N•( IN PART MASA WH2L2 WONCIL TIl6t•'1 }e L* -P.E: NC 91;151I4 WRRYENPERd4SSRIN OPC}BTOM W1.IDOW MTh-MN, INC.es PROW; TGI. 7115/2008 CWS -159 12 OF 12 rids Building Code Online http : / /www.floridabuilding.arg/pr /pr app dtl.aspx?param wGEVX... BC1S Home 1 Log N 1 User Registration 1 Hot Topics 1 Submit Surcbarge 1 Rats & Facts ( Publications 1 FBC Staff ( BCIS Site Map Links Search Product Approval USER: Public User Product hnomval Manu > product or Application Search > Application List >A • pin Detail FL # Application Type Code Version Application Status Comments . Archived 'Product Manufacturer Custom Window Systems Inc Address/Phone /Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 'mlafevre @cws.cc Michael LaFevre miafevre@cws.cc Technical Representative Michael taFevre ## Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 M LaFevre@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson @cws.cc Eva uation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL13010 R0 COI Eval Rein (PW -8300 Impact 120x48 CWS- 373).pdf ,.Referenced Standard and Year (of Standard) Standard . .. _ - . ,. s, , • • ear AAN4A/WDMA/101/I.S:21A'44404:15 "' 2005 ASTM E1886 -05 2005 ASTM E1996 -05 2005 PA TAS 201/202/203 1994 if 2 12/13/2010 4:05 PM rida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param= wGEVX... 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 09/08/2009 09/09/2009 09/13/2009 10/13/2009 PL # Model, Number or Name Description • 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Fixed. Window, 36" x 72 ". Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +75/ Other: PW -8150, 36" x Impact. Installation Instructions HVHZ: Yes FL13010 RO II CWS -433 (PW -8100 Impact 36x72).pdf ' HVHZ: Yes FL13010 RO II DuPont PVB NOA 05 -1208 02.pdf FL13010 RO II Mlkron NOA 06 -1220 01.pdf -75 Verified By Lucas A. Turner 58201 72 ", +/- 75 psf. Large Missile Created by Independent Third Party: Yes Evaluation Reports FL13010 RO AE Eval Rep (PW -8100 Impact 36x72).pdf Created by Independent Third Party: Yes 13010.2. PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48 °. se Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: +70/ Other: PW -8300, 120" Impact. Installation Instructions HVHZ: Yes FL1 010 'RO 1I CWS -373 (PW -8300 Impact 120x48).pdf HVHZ: Yes F1_13010 RO II DuPont SGP NOA 07- 1116 -04.pdf FL13010 0 II Mlkron NOA 06 -1220 O1.pdf -70 Verified By: Lucas A. Turner 58201 x 48 ", +/- 70 psf. Large Missile Created by Independent Third Party: Yes Evaluation Reports FL13010 RO AE Eval Rep (PW -8300 Impact 120x48 CWS- 373).odf Created by Independent.Third Party: Yes Department &PCommunity Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Floreda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 m 2000.2010 The State of Florida. All rights reserved Prlvacv Statement 1 Convrlrht Statement i Accessibaty St9temaft 1 pluo -In Software 1 Customer Service Survey 1 Cgtotaddis Product Approval Accepts: f2 12/13/2010 4:05 PM Lucas A. Turner, F.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 -315 -0049 Evaluation Report August 24, 2009 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 120" unit size 49 1/4" x 121 1/4" flange size, 1/4 Temp. - air — 7/16 Lami HS (3116- .090SGP -3/16) glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance :. This report evaluates the above -listed product per the requirements of 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 -373, signed and sealed by Lucas A. Turner, P.E. on 8/24/09. 2) Test Reports NCTL - 210 - 3591 -1, and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 5/11/09 a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440 -05 b. Testing Performed: ASTM El 886 -02/05 and ASTM E1996 -02/05 c. Testing Performed: TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -373, signed and sealed by Lucas A. Turner, P.E. on 8/24/09 Installation: Units must be installed according to approval document CWS-373. Limitations of Use: This product: • . May be used in 0 configuration in sizes up to 48" x 120" unit size, 49 1/4" x 121 1/4" flange size, with max. glass daylight size of 45 1 /8" x 117 1/8" • Achieves a design pressure of +70/-70 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/4 Temp. - -air -- 3/16 HS - .090SGP - 3/16 HS laminated IG 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 testing or approval process of this product. PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT., SHOWN MIFF OPTIONS 727114 OV3PAU. Fumes wow 720` max Jammu 117718' GLASS Cup ESIGrf PRESSURE RATING • 4-70 �F 00NTBBTiS NOTES 8 ELEVAT ANCHOR SCHEDULE & NOTES— —2 W1NDOIa SHAPES-- _... «. . SECTION VIEWS —.....---5 EXTRUSIONS & INSTALLATION DETAILS _7 pvc IMPACT REMISREVENT: 1:711E PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDMON. 2 GIAZ31G 1" OVERALL INSULATED etASS UNIT COMMA CIF 1H ' 'TEMPERED OUTBOARD. GAP a7!18' LAMINATED LITE{9t1S HEAT STRENGTI Dt.090S ENTRYGASPLUSa3f1irHEATSTRENGTHED j. 3.CONRGURAIIO4E FIXED UTE V 4. DESIGN PRESSURE& - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTTA Ei - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER'84FILTRATl00I TEST PRESSURE AND GLASS TABLES AGM E 1300. 6. ANCHORAI3E* ENE231f3% STRESS INCREASE HASNOTBEENUSEDININ EDE.SIL+NOFTH31PI T:StiEE SHEETS 2THROUGH 4 FOR ANCHOR SPAC04s AND NOTES, AND SHEET 7 FOR INSTALLATION DETAILS. S_ SHUTTERS ARE NOT REQUIRES. Z. ALL FRAMe FULLY WIELDED. 0. REFERENCE TEST WORM: NC1L -210- 3591 -1 9. SERIES IMODEL DESIGNATION PW -8301 10, Ix AND 2x W000 BUCKORSTUD FRAMING TO BE DESIGNED AND ANd1OAffiTC? PROPERLY TRANSFER ALL LOADS TOSTRUCIURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD_ Ent'e•. v 71EDSORIAMCNOONTAPEON711 ORi MOSIESOLEPACPHIIY P IIoFFaastaWs s 8Rwa2 Phi ." WINDOW SYSTEMS 44TH AVE. FLORIDA 94474 ttEMERAL NOTES & ELEVATIONS W27/2009 'CWS373 4 1 OF 7 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS RECKI AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM MOM BE ilsr. USE SWAMI WHERESPACE GREATER THAN NIS" IS PRESENT. S. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH cowry put= OR BETFER. WOOD SHIMS ARE NUT ALLOWED. FlY ANCHORS MUST BE OF SUFFICIENT LENG114 TO ACHIEVE A MIN. EMSEISMEN'T OF i 114' INPDMASONRYTHRU FRAME OR MASCNRY. A MINIM U1A EDGE DISTANCE OF 1' SHALL BE ACHIEVED. 5. 4112 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A RN. EMBEDMENT OF 1 341' INTO 2 BY WOOD DUCK 8. sF_AL cianteRs WrrH atAu.Joitir SEAM SEALMff. 7. ALL INSTALLATIM ANCHORS MUST BE MADE CFA CORROSION RESISTANT MATERIAL OR COATING. DISIMILAR MATERIALS musr BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR PLANUFACTUREFrS INSTALLATION (NSTRUCTIONS. AND ANCHORS SHALL10164...,,,,.. NOT BE USED NI SUBSTRATES WRH STRENGTHS LESS THAN THE WOWS STRENGTH SPECIFIED BEIM., S. INSTALLATION WHIM CAPACTRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ER, .F., 58201 A. WOIX1 - /ANNUM SPECIFIC GRAVITY OF GAAS B. CONCRETE MINIMUM ODMPRESSIVE STRENGTH 0E2,700 P31. C. MASONRY - STRPXGTH CONFORMANCE TO ASTM GRADE AL TYPE 1 (OR GREATER. 10. SEALING No FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF DISTALLATION SHALL a DONE BY OTHERS. • ... . i. •-1 • -. - 01 -• 'DE WORMIONCOSTANLDINTHISDRAVailnerfkatid.fi 1.4001V41 POMPIMAM1 ANOCONFIDEIMAI. • - -",..' - -� VaNDOWIPSTESAS,INC. NOSEPROWATICIN NIVATCH /2 AWN= INPMEMPERVISSIONOF CUSTOM MOM SWIMS, PAIS MINIM ''''. - ^ - . tio,C5 ,...%. .. WINDOW SYSTEMS SW 441H AVE. OCALA,. FLORIDA 24474 ANCHOR SCHJLE& NOTES = W27/20011 2 OF 7 EVAX a� MAX. o G iTYPi •MAX. O.C. >£ o. c. f) • 1E wX. (rrr) In O C d -ir um. mr�) 1E MAXO.O. tom) it MX (1YF 1 OT D� { ac � MAX !>r !ANC DWI MatIt GYP) DOGHOUSE !Z MAX. (rYA} LIIGASA „ j'.E„58E0! IlliCrf • Magi r MAX NOTE 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME- MASONRYIWOOD OPENING. a. MAX OVERALL SIZEMUSTNor EXCEED THE MAXOYFAALL SIZEOF RECTANGULAR • WINDOWS ON SHEET 1. 011i -� • .ter ` `:_ : „/ WINDOW 5Y57EmS SW 44THAVE. 5OALA.. FLORIDA 24474 11717R-ARCH. FLO ANCHOR S HEDULE 'UENR9AATCN 0014Pat Tt8ANAwNGSTESOIE 1. • Paosi 76MCRInGroiS.MFANP ommuDnOmWPARiCAA9A�IpLE.l►6 *F'.31;' .• 4 Of 7 OVERALL FLANGE AMR LPAT NOWT TYPICAL, VEHTiCJkL 6EQ11ON OVERALL H FLANGE WIDTH TH MNAM. O ilatTAL LUG� R�,F 1ovERAo. of IEUPERED any AiRb't'ACE 7h B' UWiMABS 3118' HEAT STRENGTH • zap SWOT/ CAM PLUS 3116' HEAT BPAEROTH 1WmMELT, TRUSEAL, 7P 1i2 GLASS EDE r- UMTVEDTM 1.° ;6@2� �M7 Rees s. 1144 ARLMED. BUT T1e tOICONT/WEDOTHISORIPM031 84ESOLE PROP�`TNIO er NOTE: NOT SHOWN FOR CLARITY paucity •s+steukstoNMRerRaoW oomIPPARTO[IASA ilarmP [INaFa[B10141YMOW818IB/4. RR'.ISPROMI� o _ �r i5• WAI OW SYSTEMS SW 44TH AVE. RCM= 34474 .•vsaecey�C.T.VIEWSaC GLAZING UTE p's."Q:cvussra %EV:LEIIER: ,- SHEET: s pF 7 Item# 1 2 3 4 6 8 Part # . tDeseriptIoa H -60068 PW, Main, Head Fr., PW, Main, SM ., H -60068 PW, Mai.yL ib. -60068 Fr., PTV', Main, R Jb." S-6064 ^Glz Bd., Fid. (1" (LA. Lac) P-3752 Cap Plug, 1/2" Hole 11 9 P-3438 Tot Melt, TmSeal, "11" 10 P-3352 Set. Blk, 85 Dar., 1/8" x5/8" x2" Lg. 11 13 • P -3684 P-3881 PW -8300 Gold Cep Label, NFRCTab Temporary IbL (NFRC/DP) 14 P-3613 15 CWS (logs) Cass, Fred (See Gazing Dead Sheet 5) 17 P -3113 Scow Support for PVC PVC FRAME FLANGE • H 6006 8 GLAZING BEAD - 9064 ream sto etreu LTE INFORINETTRECTITAPEIT I a LIIWRINOTTMLESITLEPROPERTY TIMM SLITTER:L.1M sereftERLMUCLLON 1MVARTC AS AvaaE WRITTERPERIARGENOR CUSTOet9a OONSYSLEW lP PROHELEETX a'= -�f_anc T SCREW SUPPORT -P -3113 WINDOW SYSTE S SW 44TH AVE. ORmA 34474 US1ONS &B.OW G. S7 NTS . N°'CWS -373 a EH. LETTER: 8OF7 ... d • v• u.a rida Building Code Online http : / /www.floridabuilding.orgfpr /pr app dtkaspx?param=wGEVX... BCIS Home 1 Login User Registration I Hot Topics ! Submit Surcharge { Rats & Facts i Publications FSC Staff BC5 site Map 1 Colts Search 1 Product Approval USSR: Pubpc User Product Aoproval Mena > Product or Aao4catlon Search > Aggiratron Ltst > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michaet LaFevre mlafevre @cws.cc Technical Representative . Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Evalu - a on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE k Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Evai Reo SH -8100 Impact).odf Referenced Standard anal Year(of Standard) AtaM___arst Tea& AAMA /101/I.5.2 -97 1997 AAMA/101 /1.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 Ii3 10/25/2010 8:32 AM rida Building Code Online http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?param= wGBVX... :f 3 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 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 (51-1-8100 Imaact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.cdf 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 Impact).odf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits of U Approve r use in HVHZ: Yes for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. installation instructions FL5823 R4 II CWS -155A (SH -8100 Impact).Ddf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL582$ 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 53-1-8100 Impact).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 (511-8100 Impact 52x72 100 DP).pdf 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 510965 (Eva! ep SH -8100 Impact 100 DP).pdf Created by Independent Third Party: Yes 5823.4 - 5H -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).pdf FL5823 R4 R DuPon PVB NOA 05 -1208 02.odf FL5823 R4 n DuPont SGP NOA 07- 1116- 04.Dd( FL5823 R4 II Mikron - NOA-.0641220 01.cdf •- Verified By Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).Ddf Created by Independent Third Party: Yes 10/25/2010 8:32 AM aida Building Code Online http : / /www.floridabuilding.orglpr /pr app_dti.aspx ?param= wGEVX... ICI Department of Community Affaha Florida Bidding Code Online Codes and Standards 2555 Slwmard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-1824, Fax (850) 414 -8436 @ 2000-2010 The State of Florida. All rights reserved. hiscasze—Straftimenk 1 Copyright St P rnpnt Acrmiskalty CtAtenent 1 Phi -Jn SflfwAra 1 rastamscSardraZaNste 1 cord-Act II Product Approval Accepts: )f3 10/25/2010 802 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bfwhite raid PVC. Frame and active sash were of welded mitered comer 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 paf water infiltration TAS 203394 _ Cyclic Pressure Loading ±75.0psf 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 EI996 -02 ASTM E 18861E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±75.0 psf design pressure c) Report No.; NCTL 210- 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.13psf water infiltration TAS 203 -84 Cyclic Pressure Loading ±67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANS1/AAMA/NWWDA 10111.8.2 -97 Design pressure: ±67.5psf Water penetration resistance 10.13psf ASTM E 1886-02 and ASTM E1996 -02 ASTM E 188131E 1996 Large Missile Impact Test, Level ©, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 167.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945.9695 • LPrnftations and Conditions of use: Engineering Evaluation Report Report No.: 510484A Unit size Max. D.L.O. Design Pressure Ratin Impact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psi Large and Small Missile Impact Up to 53118" x 76" 4711/16" x 3311116" t 67.5 psf Large and Small Missile Impact • Units must be glazed with %" IGU consisting of: outboard cite 1/8" Ann — Air 6" laminated Inboard lite consisting of 1/8° Ann — .090" Dupont Butac lte PVB interlayer— 1/8" Ann per AS • Dupont Butacite 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. 08-1220.01. Installation: • Units must be Installed In accordance with approval document, CWS -155 Revision A. Certification °f ir/dependence: 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). `0\c` • �LG .�f�i 4TAT OF Luis R. Lomas. P.E. FL No.: 82514 07/16/2008 SINGLE HUNG ELEVATION (IMPACT) (SHOWN W! DIFFERENT OPTIONS) 63 1/S MAX 0VD ALl FLANGE WIDTH 81 NW MAX L1HT WIDTH ' 47 1 Vt6" OLASS DLO 631/1' MAX OVERALL FLANG8WIOTH 8178' MAX. UNIT WIDTH 4711116" MASS DLO 76" MAX OVERALL FLANGE HEIGHT 74 314' UUMMT H i 3T MAX, SASH 63Itr MAX � OVERALL DLO HEISHr 43 N4" PDX LINT HEIGHT PVC IMPACT REQUIREMENT; 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDITTON 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS "OW. 4. DESIGN PRESSURE RATNNG: (SEE TABLES -SHEET 3) -NEGATIVE DESIGN LOADS RASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1310_ - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. GLASS S. ANCHORAGE: THE 33133% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE DLO SHEETS 6-8 FOR ANCHOR DETAIL 6. SISITIERS ARE NOT REQUIRED. 7. AIL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED FETING RAIL AND 27 Ass JAMB. DLO a REFERENCE TEST REPORTS: NCTL•31031682 . NCTL2103168.2A, NCTL - 2103168.3, NCTL 210316 9. SERIES! MODEL DESIGNATION 8114100. 10. WOOD BUCK OR STUD FRAMING TO SE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 3311116' DLO EQUAL SPLIT :x r MAX. OVERALL FLANGE WIDTH 517/8° MAX. UNIT V60714 4711118• GLASS DLO 83678° 63 Nth' MAX. MAX. OVERALL OVERALL O Eiiir FLANGE GLASS FLANGE HEIGHT 82 3I8° HEIGHT 82 i(16" OLD MAX MAX UNIT MT HEIGHT HEIGHT 24 N1' i MAX. 213 24 MAX. 5116' j{ /� X ( 5 1 4 GLASS SA 110 SH - HLlGNT DLO I I 29 tSH6• GLASS OLD 5 HI SASH ORIEL 69178' MAX OVERALL FLANGE %NINTH 517tH' MAX. LI1$T WIDTH 4711/16' GLASS DLO 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWRNGt X . OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT E l- EVA1TIX APPLY TO ALL ELEVATIONS IN A SE4LAR LOCATION. 37' MAX 01ERALL PLATIGE WIDTH 35 S4' MAX UNIT MOTH 31 8118' GLASS DLO 63' MAX OVERALL FLAME HEIGHT 61374' MAX UNIT KEIGITT 50' MAX MGM HEIGHT 26 GLASS 01.0 773118' GLA 191/10 Gum DLO 60140 SPUT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEjVATIONS..._t ANCHOR SCHEDULE & NOTES.._......2 DP CHARTS & GLAZING)DETAIL..... 3 SECTION EXTRUSIONS &BOdL 0/STAL.LATION DETAIL./.. 45 MASS DDLL.O sQUAL SPLIT GLASS DLO 41-11 SASH ORIEL • ■d \� PROPRIETAIITANS COIFIDESTP. ..�_ *.:If t-1:116 —• � 7ID NFORNMTION�NTANSO Mt THISORA1M. /8 THESOLSPRO WI�IOI.SVSINy9.NE A N Y REPRO0/CAON N P A R T G I ASA t!N �' FL. WWIIENPEIOHBSONOF CUSTOM Wil1 M(SYSTEMS. INC. 19 } y •1•:0(c-l1 LAYOUT -fF1,AP itCtU FRAH:aCI.fP ON iONPVC+E�T3) ISPEOIRGFOR 7FAP.T MAX 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 AU.OWABL.E SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 1116° M PRESENT. 3. F TIAO REARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.816°OLA law TAP C� SONRY ANCHORS MUST BEOF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF1114' INTO MASONRY �1M �Y WOOD SUCK INTO MASONRY. A 8UNIMUM EDGE DISTANCE OF 2 tar SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13M° 1NT0 2 BY WOOD BUCK L #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1P2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION ANHOR UNNM IMS FMQM Di) ISPECIFV FOR MOP.) INSTALATION ANCHORS TYP. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING, 9. INSTALLATION ANCHORS SHALL BE EN ACCORDANCE WITH ANCI4OR MANUFACTURS7S INSTAUATION INSTRUCTIONS, AND ANCHORS SHAU. y NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. �� • 10.INSTAUATON ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATER1RL WITH THE FOLLOWING PROPERTIES; " A WOOD - MINIMA SPECIFIC GRAVITY OF 60.42 =.. $ o CONCRETE -MINIM IM COMPRESSIVE STRENGTH OF 3,200 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). • THE NFORMIWN CONTF NS11N THISCRAWIDie IS THE SOLE PROPE iPROPRETAR'AOWeF]Oh]7 V. WDO SYSTEMS. HMG ANY REPRODU:TION IMPART CR ASAYWLE M TIE VeRMEMPERVISVON OF CUSTOMWMOdN M IIT@S%NC.hi Ffr • L, ROOERTO LOMAS p FL f °N0.81914 • UPDATED PER NEW IBC REQUIREMENTS f 07,07138 SW 44TH AVE. CALA, FLORIDA 34474 t1W „ •- 7 •.•PVC SINGLE SCHEDULE & RIO —'8100 7/7/2008 ;2 0F0 10015.AR6159 WIRT • MOMS IZEI WIDTH WS 23112 27112 GLASS TYPE 271/2 251/2 31112 36 112 38112 41 112 431/2 471/2 61112 63 112 55112 59 1/2 53112 65112 871/7 71 1/2 74914 A.B B +751; 75 +75/,75 +761 -75 +761 -75 +751 -75 +75/ -75 +751 -75 +75/ -75 +751- 75 +751 -75 +75 / -75 +75 / -75 +751 -75 , +751-75 +75/-76 +751 -75 +761-75 +751 -75 +75/ -76 + 751 -78 +751 -75 + 751 -75 +75/ -75 +751 -75 +87.51 -67.5 +57.51 -57.5 +67.51 -57.6 +5751 -67.5 +87.6/ -57.6 +5781- 57.5 +87.51 -878 +5741 -67,8 +87.61 -87.6 +61.51 -87.5 28112 A. Et +751 -75 +751 -75 +76/ -76 +76/ -75 +75/ -75 +75/ -75 +761 - 75 +751 -75 +76/ -76 +751-75 +751 -75 +761 -75 +674/ -67.5 +57.5/ -57.6 +67.61.87.5 +674/ -67:5 +57.51 -87.5 81 113 A,B +75/ =75 +751 -75 +751 -75 +751 -75 +75/ -75 +751 -75 +75/ -75 +761 -75 +751 -75 +751 -75 +75/ -76 +751 -75 +67:51 -57.5 +67.61 - 67,5 +87.51.57.5 +87.51.87.5 +6741 -874 35112 A,B +75/ -75 +75/ -75 •751 -75 +75 /- 75 +751 -75 +75/ -75 +75/ -75 +751 -75 +761 -75 + 751- 75 + 751-75 +751-75 +5741 -87.5 +87.51.67,6 +87.81 -874 +57.51 -87.5 +874 / -574 38112 411D A. B A, B +57.5 /-67.5 +87.51 -878 +87.57- 87.5 +87.5/ - 67.5 +6751 -67.5 +67.51 -675 +87.5/ -67.5 + 87.61- 67.5 +8761-6t5 +8781 -874 +674/.67.5 +67.51 -67.5 +8751 - 874 +87.51 -87.5 +874/ -87.5 +8741 -67.5 +67.5( -67.6 +87.51 -87.5 +5781- 57.5 +8141.875 .57.51 -67.5 +874/ -87.5 +87.81 -67.5 +57.5/ -57.5 +57.5/-87.5 +57.5/ -87.5 +87.5( -57.5 +57.51-67.5 +87,61.878 +87.51- 57.5 +575 1.87.5 +8751 - 574 +5741 -574 +874 / -874 43117 A, 8 +575/ -87.6 +57.51.67.5 +6751 -57.5 +87.5/ -57.6 +87.51 -878 +67.51 - 67.5 +8751 -57.5 +57.5 / -87.5 +87.51 -67.5 +87.81 -67,8 +87.51 -87.5 47712 A, 8 +87.51 -87.5 +67.51- 87.5 +575) -57.5 +8781.874 +57.51-87.5 +67.8/ -67.5 +8731 -873 +87.51 -87.5 +67.51 -87.6 +87.5 / -87.5 •67.51 -87.5 +67.5/ -874' +67.5/ -875 +6731 - 67.5 +87,6( -87.5 +67.61- 87.5 +67.51 -57.5 +674 /- 875 +5751 -574 +57.51 -574 +6751- 87.5 +5751 -87.5 •87.51 -87.5 613/2 A, 8 +87.51 -57.5 +87.61.57.5 +87.61 -87.6 +67.51.674 +57.51 -67.5 +67.51- 675 +8781.87.5 +57.5/ -87.5 +87.5/ -675 +673 / -67.5 +57.5/ -874 +87.5/ -875 +8751.87.8 +87.57 -67.5 +6751- 574 +8741 - 87.8 +57.81- 87.5 COMMIT 81m IMPta 11P1 1138H7 15D MOTH ITN) LASS T31'E 26 : 35918 WISH 58 O 72 78 16118 AB +756'75 +75/ -75 +75/ -75 +751 -75 +75/ -75 +8741- 87.5 +67.51.67.5 251/2 A,B +751;75 +751 -75 +75/ -75 +751 -75 +751 -75 +67.51 -675 +67.51 -67.5 A.6 +751-75 +751 -75 •75/ -75 +761.7587.5/- 87.5 +67.51 -57.5 13115 A, B +67.61287.5 +67.51 -67.5 +67.6/ -675 +5741 -67 +87.51 -67.6 87.51 -674 +67.51 -67.5 3/4 OVERALL A31412 LED 6LASS 5/16- ALRSPACE 6146° LAMINATED Er ANNEALED GLASS 313? DUPONTPV881TE6LAYER 1/8' ANNEALED GLASS 01}ERALL 118° TEMPERED GLASS 6118''AIR SPACE 511W LAMINATED 118° ANNEAUBT GLASS 3/3? DUPONT PUB INTERLAYER 14° ANNEALED GLASS FROPRIETPATAID CO M M- INFORNATIONCOMINED IN 'Tt75 MAMA /51HE SOLE PRO WINDOW SYSTEM. INC. ANY REPROOI/CIl{IN PART OR Aft v/8ITTEN PERMISSION OF CUSTOM IMAXMIGYSTEMS. INC.IS NOTE: 1.F SIZE INTENDED IS NOT SNOWN,USE NEXT LARGER S � s .3a,.:44=4,41110. - I , R.T_RO. 62514 t a IP - ' SGLAZI G 3: TYPICAL I IMZaMTAL SECTION TE LEFT BIDE e ntED all' vtAY, YEOHf soE SHOWS Mail= AWAY IMPACT HOOK SPACING: 1) SILL HOOKS: Aj S` FROM UNIT EDGE TO EDGE OF HOOK 8}A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAM 3T. 21 SASH CATCH: RIX FROM SASH CORNER TO EDGE OF CATCH. IN A THIRD CATCH IS CENTERED IN SASH IF UNIT ROOTH IS GREATER THAN 37: BASH AND FRAME HOOD ARE TO. ALIGN WITHIN UT. OVERALL FLANGE HEIGHT DETAIL A UFDA1ED PER NEW FeC REQUIREMENTS 1 O7/07/03 O USED HUT E- 20,23,25 .28.31,3744 ,48,47,49- 52,56,83,64,87,01k, SECTION VIEWS & ALT. FRAME - IMPACT Rama Paste 119031 1173031 newt }99031 146001 04459 1+6027 114487 H40?3 51498 !19001 81468 &6018 89018 84016 8-0010 84013 88014 84029 8.1178 8.1556 9.1504 t 3 6 6 a 9 10 11 92 93 14 16 16 17 [a 19 20 11 22 13 24 15 76 27 23 39 31 32 37 31 39 40 42 43 44 46 47 49 51 52 63 83059 53048 83783 53784 heard. Y6yxd, WC P4215 1Wep Cava* w/Rap P•36R3 Raid Plats. F.Idt 53428 tNa1p.,0270 x .197011k F41Seal Bray P3785 8113c2.0001111 SHWAS P•700 MOMS Ph Ride R4051W 88x 1250 Ph R1M Mc 11122 /43741119 98 *2625 Quad 811134, 596. 53569 08xWPhI,41662 P3559 50x356'PhR1Y1(2 P•342 Sane Seats. 116.8$04 P4762 Cap Fad 112'Ftae 53438 101!!45.1196x5).14 53439 19113345.11409* 143362 Oat. 63c.. 66 Our., 1/6°2 611 x 37 Lg. 59713 Bli87009oiI rest Le1e1WSW'a0.0 ad P3804 Tswporo WL (13257191 53813 CAS LaL(NO OAS; Reid 34 0I661. Sash 573 1113281 93 53218 63 P3218 64 83321 68 53561 66 P32211 67 5.3029 65 141555 69 113826 70 &1112 71 116026 72 53113 Bm**1.80s 1A1i1P� ,, 81l w/Flo, PVC. dead 3,663 Ft., 811, w/F1 ., SVC.88 814•19.816w/639., WC, L.6. I.bort, GM. w1F3 .1Vc. Ram. d6A. Rd Rd Pe drat (x0. KR, Baah Mat RdSVC Raid Bash Mein. Rai Sad 88106: Rd. P/C 9$R25/33i h 11/fo/68o1.518 4816.13158.5 Gk. DC 3/4796..3262. lilt 52, 3147xd., Vast. 1317.89,314'56414 Raab, Hoar. GO.80.. 314',66611. Vast Bart Ads L,wM16. PVQ.1br0. 5em. Mast. PVC.Vast. Bash 6> /Filer, PVC %Rd Fr. Odd. PVC. 89,840 I, MCA) Bash Cad. PVC, U4ect Androi 13?p 8shaaer Sash Coo PVC hike Odds Iacr, Mad //VC yam:r(9ea661 aI 86/eta Rand Hark. 811100 Haim, VarL Sank Ram Camkey B4.tm CM. 18 is 13 Magid* sCRet+ : ..155 Oa.. 80. Semen Pal TO Sanwa Etpt '.1 311557., _ w8•%4.. 1.' 0ladO2tleal Sub 1fiyO 611 PIA Ono .2501Egh Strew 005509t for FVC PVC FRAME FIN•6026 3.125 iii .647 r.+ 1.100 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 2.709 PVC FRAME FLANGE -6031 REINF. FIXED MTG. RAIL -1409 1.440 ALUM 6063 T-6 PVC FIXED MTG. RAIL -6001 .217 .000 . .088 L REINF. SASH MTG. RAIL -1497 FR. HOOK IMPACT (SH Silt) REINF. S.B.R /S.S.R. -1498 ALUM 6063 T-6 ALUMINUM 6063 -T8 ALUM 6063 T-6 3110' NOTE=S: MIS 33-38.41, 93, 56.61 ARE NOt USED ON THI8 PRODUCT. 21!37��4910' ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 1l8°�{ I+ 2818' 393' 3, 3/4' 1 1/2' PLAN VIEW OF ANCHOR CUP - 1(11' + t> PVC SCREEN SUPPORT - 6014 0 V4' PVC SASH STOP -6029 FRA" Zm:RER O: NSIRUC190N PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM 6053 -T6 A 1 UPDATED PER NEW FBC REQUIREMENTS 107107/08 SW 44TH AVE. FLORIDA 34474 PRSPRIE7M2N10 001071HE sots ,50,01114 P8 SONWA SYSTEMS. INC.ANY REPROWCI1ON IN PMT OR ASA114401E 1VMTT84PEWd380NtF C19T0MY117100W SYSTEM 66.85 750. -- ' . •. Jc RUSIONS I B.O.u-IMPACT =' w oa a HUN . 108 ri e • F1_ P251i0.82514 4t . • s . • A . CAULK BETWEEN BUCK 2112 AND oPENIND BY OTHERS (4IfN. EDGE DIST. 114' MAX. SLUM (EEE NOTE 2a3ONBHT.RI 1 BY WOOD SUCK BY OTHERS 2 BY BUCK BY OTHERS EXTERIOR BY OSIERS IN 1 BY WOOD BUCK BY OTHERS EXTERIOR FINE4H BY OTHERS PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 SY WOOD BUCK BY OTHERS 711'x° (MW. EDGE DIRT.) A II UPDATED PER NEW FBC REQUIREMENTS 1 07187108 1 114• (MIN. EMBEDMENT) SW 44TH AVE. FLORIDA 34474 CONCRETESTABONRY BY OTHERS • Jr a =: 1�1STALiATIONDETAIL W s i<`' SERRfiB: RA PVC SINGLE H NTS . LkTTER A CWS -155 OF MIN EDGE ow.) CONCRETEIMASTNRY BY OTHERS CAULK BETWEEN BUCK AND OPINING BY OTHERS BY OTISR FINISH PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD • a• • • • , A. •' DRYWALL BY OTHERS an • a••a• • t. a. • •• "wow! am zvx (MIN. EMBEDMENT) DRYWALL BY OTHERS OONCRETENTASONRY BY OTHERS INSTALLATION ANCHOR.3nr 1RA. MASONRY SCRTEWWNEDPRENE BACKED WASHERTHRU BREW SUPPORT 1 BY WOOD BUCK BY OTHERS TAP NM BHBM (BEE NOTE.283ONSHT 2) CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR. 3HS• WA. MASONRY SCREW % NEOPRENE BACKED WASHER INN SCREW SUPPORT W)NDOY(I`F,RAME SILL CAULK UNDER SCREW HEAD BY SISTALLEFt PERIMETER CAULK BY INSTALLER EATEAIOR FINISH BY OTHERS OM' WAI .110 • � • a• O• • ■ ••a. �• a• /1•• • 'a...•D. • • •a . a a• -•• •a• a••• . +a. 1 •,a •• a •a �` Da. wa +Asw +Asa u12: (MN EDGEDBT.) •;.•e •a• SY WOOD BUCK BY OTHERS IAN` MAX SHIM (BEE NOTE2 a 3 ON BHT. 24 flyjn- V4• MAX SHIM (SEE NOTE 263 ON EMT. Z.~ CAULK UNDER SCREW -HEAD BY INSTALLER PERIMETER CAULK BYINSTAU.ER EXTERIOR FINISH CAULK BETWEEN BYOTHERB BUCK ANDOPINING BY OTHERS INSTALLATION ANCHOR, 3f16° 01A. MASONRY SCREW *NEOPRENE SACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL UR,AL GROUT BYOTHERB cONCRETE,MASONRY SY OTHERS we MAX SHIM 1 ON EE NOTE 2 a 3 SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILT. LEVEL BY OTHERS EMBEDMENT) giow In VERTICAL SECTION MV FRAME (MASONRY) • mow attr . MIN. EDGEDI&T.) PFNMETARTAND ImIrFI�EM a t •V;i• W e. THE lNIMEMATIOMCOMIAIN61WTHB camas is Ms 20LEPR •, 014ft a:'+a MOOIM@YBTEM2. MO, ANY RA+KODU ONIJPMYORAS AWNWE : mie Ft, 'jf0: ARMEN PERASSON OF CUSTOM MEOW SY BALM.. 18 PRO HORIZONTAL SECTION FRAME(MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAIN 811.1. PERIMETER CAULK BY INSTALLER EXT. FINISH BY OTHERS • Lir (NON. EMBEDMENT) •'% DRYWALL I Y OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK • • BY OTHERS • INBTALLAT�N ANCHOR. AM Y& . WOOD ANDHDRWRBOPRENE A }'BACKED WASHER THRUSCREW A • A • SUPPORT MORDANT %SECTION FRAME(WOOD) INSTAUAT1 4 ANCHOR, 3118' D1A. MASONRY SCREW e1NEOPRENE + ^i`�i�'J��-- �I"j BA�WASHERTHRUSCREW 'U'� I NEE NOTE &3ONSHT.2) CONCRRETWMA80NR BY OTHERS - IMIN DMBNT) ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) 111 LIFE (MEN EOM ONT.) CAULK BET AS:DI BUCK AND BY OTHERS ENSNQ 7 A 1 MIMEO PER NEW FOC REQUIREMENTS 1 07/07(08 SW 44TH AVE. FLORIDA 34474 ALLA : +N y o r s THRU 717/2068 CW6-S85 OF 8 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW.WRAP 8YINSTALLEN PERBIETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER 'i PER08ETER CALK BY INSTALLER; WINDOW WRAF BY NSTALLER • • EXTERIOR FINISH BY OTHERS s • SHEATH NG SYOTHERB LILE (Nei EMBEDMENT) °eg 16 1111111. 1 �1 • a /INVERMAI.SECTION 8) FN (WQOD) 2 BY WOOD SUCK BY OTHERS INSTALLATION ANCHOR IN WOOD SCREW IU4' MAX BHBR (BEE NOTE 283ONSHIM r1/4' MAX $H24 (SEE NOTE 2 & 3 ON BHT. 2) 2 ST WOOD BUCK SY OTHERS INBTAUATIO N ANCHOR. IEWO00 SCREW 11M BAIH EMBEDMENTi 2 8Y W000 BUCK $Y OTHERS INSTALLATION ANCHOR, AB WOOD SCREW SHEATH tN BN3EDMEN1) EXTERIOR FINISH RY OTHERS Ur MAXeH1M (SEE NOTE 2330N SHT. 2) 1�. � it• �� e$$T.l� 46167 Mit!, CAULK BEHIND FIN BY INSTALLER WNDOW FRAME JAMB • WINDOW WRAP 8Y INSTALLER PEIUMETER CAULK SY INSTALLER ON HORIZONTAL SECTION W FIN (WOOD) B.L, tea'~ PROMISTARYANDONFUS ITIAL 5I • - WIND WINDOW MOW. PR D C11O NINi BRToR 2 PROPERTY Y4NOOW PRAMB18'ONC.ANY REPRODUCTION W PART ONc. IB 1NRITTEN PERM®SWNOFGBTOM YIN'IDOWersTEN&WC. L4 PROW D. A 1 UPDATED PEIht NEW FRC REQUIREMENTS 07/07108 FL: 800 SW 44TH AVE. FLEA 34474 1A ON DTT WOO 7/7/2008 0.• CIM1WS -1 8 OF 8 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buiidingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision B dated 09/29/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and . followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 09- 1021.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10-1004.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullions ", dated 10/01/07, with revision B dated 09/29/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . along with marked -up drawings and installation diagram of Series 100 Mulled Fixed Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 07- 4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by AI- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P ' E. Product Contro 'Exami er NOA No. 4.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated September 29, 2010, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 1021.11, issued to SIW Impact Windows LLC for their Clipped Aluminum Tube Mullions — L.M.I., approved on 02/10/10 and expiring on 11/21/12. Manuel Pere Product Contro NOA No.. i 10 L .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -2 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DARE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE 8E7OND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8.000 L-2.000_.1 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP g USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIH10-0ADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 5 TYPICAL WINDOW FRAME r-1 run -1 fbJ� 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 1.000 4.000 :43@DUCr REVISED se complying wDb the ®Cede ASMOsoce Hvireteio Date X12 Z kk CO, CC 0 OG 000 ALUMINUM TUBE MULLIONS 0 Q 0 A P 9 P. 0 cc a 8 8 R S A drawing no. M07 -04 (sheet 1 of 7 3.000 1 X 3 STD. MULLION 6063 -T6 4.000 1.000 r 4.125 TYP. 1 X 4 STD. MULLION 6063 -T6 1 X 4 CUSTOM MULLION 6063 -T6 4.500 1 -1/4 X 4 -1/2 CUSTOM MULLION 6063 -T6 MULLION CLIP (6083 -T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 1BY TUBE MULLIONS. 4.000 2.000 —1 .125 TYP. 2 X 4 STD. MULLION 6063 -T6 2.000 --�-�j 6.000 r— 2.000-1 2 X 6 STD. MULLION 6063 -T6 r_2.000 -1 6.000 2 X 6 HEAVY MULLION 6063 -T6 250 TYP. MULLION CLIP (6063 -T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 2BY TUBE MULLIONS. 2.000 NOTCH OPTIONAL 125 ANGLE CLIP 6063 -T6 Env: d5YAO AHMAO CIYIL 94- PRODUCT RUHB&6D ea eemplg4ag*H9.+& Reside Bard Cede Mt@.Lld. /0 0 i 3 z ALUMINUM TUBE MULLIONS 0 .n 0 0 2 a 0 q1 1 k 6 drawing no. M07 -04 sheet 2 of 7 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - ?SF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) (p. api 11, 1111 0 Q 4. a ° % O 9 2 WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 4 CUSTOM 1 -1/4 4-1/2 CUSTOM 2 % 4 STD. Q25TD. X 8 2 X 8 HEAVY 819008 D1112. 1 X 3 STD. 1 X 4 STD. 1 2 4 CUSTOM 1 -1/4 4 -1/2 CUSTOM 2 2 4 STD. 2 X 4 HEAVY 2 3 6 STD. 2X8 HEAVY WINDOW DIMS. 1 3 3 STD. 1 X 4 STD. 1 X 4 CUSTOM 1 -1/4 2 4 -1/2 CUSTOM 2X4 STD. 2X4 HEAVY 2 3 6 STD. 2X6 HEAVY 8000H (6) NULL SPAN MOTH (6) MULL SPAN 610724 (W) MULL SPAN 19 -1/8' 28 -1/2• 30" 37" 42' 48" 54' 80' 72 38 -3/8' 130.0 730.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 26 -1/2" 30' 37" 42" 48" 54" 80" 68' 72" 79' 84.3 130.0 130.0 130.0 130,0 130.0 130.0 130.0 19 -1/8" 26 -1/3" 30" 37' 42" 48" 54" 60° 66" 72" 120' - 37.8 59.3 78.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48.4 99.3 130.0 130.0 130.0 130.0 130.0 130.0 - - 42.8 56.9 55.3 39.9 98.7 71.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 41.0 87.9 130.0 130.0 128.4 130.0 130.0 130.0 - - 37.8 50.3 35.3 1110 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 130.0 33.2 71.3 111.8 130.0 104.1 130.0 130.0 130.0 - - 30.6 40.8 82.9 98.1 130.0 a 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 82.8 98.3 127.5 91.7 130.0 130.0 130.0 - - - 51.0 44.9 79.5 130.0 41 1 ��3ii 1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 54.9 86.0 111.5 80.3 130.0 130.0 130.0 - - - .33.9 31.4 - 39.3 70.1 128.7 130.0 730.0 130.0 170.0 130.0 Ib.0 730.0 130.0 - 48.8 78.4 99.1 71.4 127.2 130.0 130.0 - - 34.9 61.3 112.6 123.8 130.0 130.0 130.0 130,0 130.0 130.0 130.0 - 44.0 68.8 89.2 84,2 114.5 130.0 1320 - - - - - 54.5 100.1 0t, y, 112.9 130.0 130.0 130.0 130.0 1 0 170.0 130.0 - 40.0 62.5 81.1 58.4 104.1 118.7 130.0 73,1 49.0 90.1 m 103.2 130.0 130,0 130.0 130.0 170.0 130.0 - 36.6 57.3 74.4 53.5 95.4 108.8 130.0 44.6 40.9 81.9 75.1 CFA f7 0 a Q Q 19- /21 26 -1/2' 30' 42" 4B" 54" 90" 7Z' 30 -3 /8' 130.0 130.0 130.0 130.0 130.0 1 '.,0 130.0 130.0 19 -1 /8' 28 -1/2" 30" 37" 42" 48' 54" 80" 66" 72" B4• 51.5 110.4 130.0 130.0 130.0 130.0 130.0 130.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54• 60" 66• 72° 132' - 44.2 59.3 41.6 74.1 047 6 E q O I � a • D+ 1 O C� 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 37.2 79.7 124.7 130.0 118.4 130.0 130.0 130.0 - - 32.1 42.8 - 115.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32.8 70.4 110.2 130.0 102.8 130.0 130.0 130.0 - - - 37.8 53.5 83.4 130.0 115.3 Ib.0 130.0 130.0 130.0 - 130.0 130.0 - 57.1 89.3 118.8 83.4 130.0 130.0 130.0 - - - 30.6 47.3 73.7 130.0 101.8 130.0 130.0 130.0 130.0 130.0 130.0 - 50.3 78.7 104.7 73.5 130.0 130.0 130.0 - - - - 38.3 59.8 109.8 88.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 44.0 68.8 91.6 64.3 114.8 130.0 130.0 - - - - - - 33.8 52.8 96.7 79.0 127,2 130.0 130.0 130.0 130.0 130.0 130.0 - - 39.1 35.2 61.2 55.1 87.4 73.3 57.1 51.4 101.9 91.7 125.1 112.6 130.0 130.0 - - - - - - - 46.1 40.9 84.8 75,2 ,-_. [ 71.1. 64.7 114.5 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 jag 130.0 130.0 130.0 130.0 7 - - - - - - 38.8 87,7 it-101 i.,..1 rI F - 32.0 50.1 66.6 46.7 83.4 . 1023 130.0 39.3 95.4 130.0 130.0 130.0 1 300 130.0 130.0 - - 45.9 61,1 42.8 78.4 93.8 130.0 33.5 30.7 61.5 58.4 19- /8" 26 -1/2" 30" 37" 42" 48" 54" 60' 68' 72" 63" 122.1 130.0 130.0 -130.0 130.0 130.0 130.0 130.0 19 -1/8" 26 -1/2' 30• 37' 42" 48" 54" 60' 88" 72' 96" 34.5 74.0 115.8 130.0 108.1 130.0 130.0 130.0 19 -1/8" 26 -1 /2" 30" 37' 42' 48" 54° 144° - - 34.3 45.8 32.0 57.1 88.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 53.4 83.5 111.2 78.0 130.0 130.0 130.0 - - - 32.9 - 41.2 89.0 130.0 77.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 47.2 73.8 98.2 88.9 122.8 130.0 130.0 - - - - - 36.4 84.3 118.0 63.1 119.9 130.0 130.0 130.0 130.0 130.0 130.0 - 382 59.8 79.6 55.9 99.6 130.0 130.0 - - - - - 56.8 104.3 55.6 105.6 130.0 130.0 130.0 130.0 130.0 130.0 - 33.7 52.7 70.1 49.2 87.7 123.1 130.0 - 46.0 84.5 48.6 92.4 130.0 130.0 130.0 130.0 130.0 130.0 - - 48.1 61.4 43.1 76.8 107.7 130.0 - - - - - - 40.5 74.5 43.2 82.2 128.5 130.0 120.0 130.0 130.0 130.0 - - 41.0 54,6 383 88.2 95.8 130.0 - - - - - - 35.5 622 38.9 73.9 115.7 130.0 108.0 130.0 130.0 130.0 - - 38.9 49.1 34.4 61.4 88.2 130.0 ARCHES TO BE INSCR18E0 INSIDE RECTANGULAR SHAPE _ 31.5 37.9 35.4 67.2 105.1 124.3 982 130.0 130.0 130.0 - - 335 44.6 31,3 55.8 78.4 130.0 HORIZONTAL MULLION 32.4 61,8 98.4 114.0 80.0 130.0 130.0 130.0 - - 30.7 40.9 - 512 71.8 130.0 19-1/8" 26 -1/2" 37' 4 48' 54" 80" 68' 72" 74 -I /4' 74.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19 -1 /8' 26 -1/2" 30" J7' 42" 48" 54" 80" 86• 7Z' 108" - 51.8 81.3 1012 75.9 130.0 130.0 130.0 53,8 115.4 1302 130.0 130.0 130.0 130.0 130.0 - 37.8 58.7 78.1 54.8 97.7 130.0 130.0 47.5 101.9 130.0 130.0 130.0 130.0 130.0 - - 33.1 - 51.8 42.0 69.0 55.9 48.4 39.2 88.3 70.0 130.0 109.1 130.0 130.0 38.3 82.6 129.7 130.0 120.7 130.0 130.0 1� I 0 O > ' 91 h �j� RI 33.9 72.8 113.9 130.0 108.4 1'"A 130.0 130.0 - - 37.0 493 34.6 81.6 96.1 130.0 - 63.7 88.7 • 123.1 93.1 130.0 130.0 130.0 - 32.4 43.1 30.2 33.9 84.1 130.0 GLAZING PRODUCT o" '$ 0E et N • - 58.6 88.8 109.4 827 130.0 130.0 130.0 - - - 38.3 - 47.9 74.7 130,0 - GlAZING GRAZING - 51.0 79.7 98.5 74.4 130.0 130.0 130.0 - - - 34,3 - 43.1 67.3 123.6 - 48.3 72.5 89.5 67.7 120.7 130.0 130.0 - - - 323 - 40.4 Bt2 112.3 - 42.5 68.9 82.1 62.0 710.6 120.1 130.0 - - - - - - 56,1 103.0 ALL LOADS ARE EXT.( +) /INT.( -). Wl W W2 MULLION SPAN �, .c ICAL MULLION ARRANGEMENTS C 0 0 0 _ . 2 g 8 NOTE; 91 + W2 ` m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED WIDTH (W) - 2 I .---• ) VERTICALLY OR HORIZONTALLY. o o • '� o 3" (INTERPOLATION BETWEEN WIDTHS ALLOWED) A0 FLA. PEA 70592 C.A.N. 3538 S 29 2.018 �.5UC6 REVISED 048- %Align $ /ca�a A.070=004 ' - - & 0" • m69.7(Tdf 0 0 E1/4 1.t /:.� -Le', = i. """ '°` MULLIONS drawing no. M07 -04 sheet 3 of 7 sheet 4 of 7 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (9) MULL SPAN A B C D 19-1/8' 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 30" 130.0 130.0 130.0 130.0 37" 120.5 130.0 130.0 130.0 42" 38 -3/8" 108.1 130.0 128.7 130.0 48" 120" 92.9 130.0 112.8 130.0 54" 82.6 130.0 100.1 130.0 60" 74.3 120.1 90.1 130.0 6 87.5 109.2 81.9 130.0 72" 61.9 100.1 75.0 130.0 19 -1 /8° 130.0 130.0 130.0 130.0 26-1/2' 127.5 130.0 130.0 130.0 30" 112.6 130.0 130.0 130.0 37" 91.3 130.0 110.7 130.0 42 50 -5/8° 80.5 130.0 97.5 130.0 48" B4, 70.4 113,8 85.3 130.0 54" 62.6 101.1 75.8 130.0 60" 58.3 91.0 88.3 130.0 68" 51.2 8.7 82.1 124.1 72' 46.9 45.7 58.9 113.8 19- /8" 130.0 1'x.0 130.0 130.0 26 -1 /2" 102.5 130.0 124.2 130.0 30° 90.5 130.0 109.7 130.0 37" 144" 73.4 118.8 89.0 130.0 42" 83" 64.7 104.5 78.4 130.0 48" 98" 56.8 91.4 68.8 130.0 54' 50.3 81.3 61.0 121.9 60" 45.3 73.1 54.9 109.7 88' 41.1 88.5 49.9 99.7 72' 37.7 81.0 45.7 91.4 19-1/8" 120.5 130.0 130.0 130.0 28-1/2" 88.9 130.0 105.4 130.0 30" 76.8 1 1 93.1 130.0 37' 62.3 69.2 75.5 130.0 42" 74 -1/4" 54.0 7. 88.5 130.0 48" 108' 48.0 77.6 58.2 116.4 54" 42.7 69.0 51.7 103.4 60° 38.4 62.1 48.5 93.1 66" 34.9 58.4 42.3 84.8 72" 32.0 51.7 38.8 77.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19 -1/8" 114,7 130.0 130.0 130.0 26 -1/2" 82.8 130.0 100.3 130.0 30" 73.1 118.2 88.6 130.0 37" 59.3 95.8 71.9 130.0 42' 78" 52.2 84.4 63.3 126.8 48° 120" 45.7 73.8 55.4 110.8 54' 40.6 85.6 49.2 98.5 60" 38.8 59.1 44.3 886 66' 33.2 53.7 40.3 80.8 72" 30.5 49.2 36.9 73.8 19-1/8' 106.5 130.0 129.1 130.0 26 -1/2° 76.9 124.2 93.2 130.0 30° 67.9 109.7 82.3 130.0 37" 55.0 89.0 66.7 130.0 42' 48.5 78.4 58.9 117.6 48° B4, 42.4 68.6 51.4 102.9 54' 37.7 61.0 45.7 91.4 60" 33.9 54.9 41.1 82.3 66" 30.9 49.9 37.4 74.8 72' 28.3 45.7 34.3. 88.6 19-1/8" 93.2 130.0 112.9 130.0 26 -1/2" 87.2 108.7 81.5 130.0 30' 59.4 96.0 72.0 130.0 37° 144" 48.2 77.8 58.4 116.8 42° 42.4 68.6 51.4 102.9 48° 98" 37.1 60.0 45.0 90.0 54° 33.0 53.3 40.0 80.0 60" 29.7 48.0 36.0 72.0 66" 27.0 43.6 32.7 65.5 72' 24.8 40.0 30.0 60.0 19 -1 /8" 82.8 133.9 100.4 130.0 28 -1/2" 59.8 96.6 72.5 130.0 30" 52.8 85.3 64.0 128.0 37' 42.8 69.2 51.9 103.8 42" 37.7 61.0 45.7 91.4 48" 108' 3.3.0 53.3 40.0 80.0 54" 29.3 47.4 35.6 71.1 60" 26.4 42.7 32.0 64.0 66" 24.0 38.8 29.1 58.2 72" 22.0 35.6 26.7 53.3 ALL LOADS ARE EXT.(+) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN 1.0681 CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19-1/8" 74.5 120.5 90.4 130.0 26 -1/2' 53.8 86.9 85.2 130.0 30' 47.5 76.8 57.6 115.2 37" 38.5 62.3 48.7 93.4 42" 33.9 54.9 41.1 82.3 48° 120" 29.7 48.0 36.0 72.0 54° 26.4 42.7 32.0 64.0 60" 23.8 38.4 28.8 57.6 68" 21.6 34.9 26.2 52.4 72° - 32.0 24.0 48.0 19 -1 /8' 67.8 109.5 82.1 130.0 26 -1/2' 48.9 79.0 59.3 118.6 30" 43.2 69.8 52.4 104.7 37" 35.0 56.6 42.5 84.9 42' 30.9 49.9 37.4 74.8 48' 132" 27.0 43.6 32.7 65.5 54" 24.0 38.8 29.1 58.2 60" 21.8 34.9 26.2 52.4 66" - 31.7 23.8 47.6 72" - 29.1 21.8 43.6 19-1/8" 62.1 100.4 75.3 130.0 28 -1/2" 44.8 72.5 54.3 108.7 30' 39.6 64.0 48.0 96.0 37" 144" 32.1 51.9 38.9 77.8 42" 28.3 45.7 34.3 68.6 48" 24.8 40.0 30.0 60.0 54" 22.0 35.6 26.7 53.3 ANCHORS TYPE 9.6.0 OR 0 ANCHORS TYPE 6.9.0 OR 0 HORIZONTAL MULLION ARCHES TO HE INSCRIBED INSIDE RECTANGULAR SHAPE VEROCAL UWON Z G LAZING 3 PROD CT ODUCT 2 ANCHORS TYPE 6.9.0 OR 0 HORIZONTAL MULLION ARCHES TO HE INSCRIBED INSIDE RECTANGULAR SHAPE MULLION SPAN TYPICAL MULLION ARRANGEMENT WIDTH (w) WI + 2 W2 Engn JAVA!) 410940 CIVIL FL. PEE 1 70592 CAN. 3538 292,010 ? T8DUC1 REVISED eamplging RIM the Fin 80102(g Code N 01 Ibt6ae cam !AMU" •• V1 N J 0 0 3 ALUMINUM TUBE MULLIONS 0 a v 8 a 5" a B 0 v 8 8 0 aetr. 10 -01 -071 1 6 4 drawing no. M07 -04 ww11111I GLAZING PRODUCT GLAZING PRODUCT • 3 ANCHORS A,8,C OR 0 MULLION SPAN TYPICAL MULLION ARRANGEMENT WIDTH (w) WI + 2 W2 Engn JAVA!) 410940 CIVIL FL. PEE 1 70592 CAN. 3538 292,010 ? T8DUC1 REVISED eamplging RIM the Fin 80102(g Code N 01 Ibt6ae cam !AMU" •• V1 N J 0 0 3 ALUMINUM TUBE MULLIONS 0 a v 8 a 5" a B 0 v 8 8 0 aetr. 10 -01 -071 1 6 4 drawing no. M07 -04 Ed. I/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) CY 1 BY WOOD BUCK EDGE DIST. 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CUP 2 B WOOD BUCK OR WOOD STRUCTURE FLOATING CLIP 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' 1/4" DIA. ULTRACONS 1 PER ANGLE 814 SMS 1 -3/8" 0.C. MIN. 2 PER ANGLE 1/4" OM ULTRACONS 1 PER ANGLE 202 K 1/8" ALUM ANGLE 2 BY W00D BUCK OR W000 STRUCTURE \_814 SMS 1 -3/8" 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT W00D 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 +1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER. Enyr:"LAD AHMA0 CIVIL FLA PE 9 70592 CAN 3538 EP 29 2O12 E.8ODUCT REMISED e�splying Lai* 16e 1 O florid, LseK.l••%„' 8 MateJf`"P.W1 D ALUMINUM TUBE MULLIONS o� C m a c v8 00 a oats: 10 -01 -071 drawing no. MO7 -04 sheet 5 of 7 1/4" DIA. ULTRACONS 4 PER CUP (1 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) I /4" 011. ULTRACONS 1 PER ANGLE ft: J4 rei%.1411 O 3 2 FLOATING CLIP 1BY WOOD BUCK 1/4" D10. ULTRACONS 4 PER CUP (1 ON EACH WING) FLOATING CUP #14 SMS 1 -5/8" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE #14 SMS 2° 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION FLOATING CLIP #14 SMS 2" 0.C. MIN. 2 PER ANGLE ANCHORS TYPE 'B 2% 2 X 1 /8" ALUM ANGLE Ed. 1/4" 010. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 X 2 X 1/8" ALUM ANGLE PFt40UCT RZEV/�D es rmmp gwhb the plarkLe Affeeptence Coda i ... 1 .. Date inAPaw l ALUMINUM TUBE MULLIONS c gn ti q 8 2 ga 0 drawing no. M07 -04 (sheet 6 of 7 1/4" DIA. ULTRACONS Ed _ 4 PER CLIP (2 ON EACH WING) 1/4" D1A. ULTRACONS 2 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUWONS. #14 SMS 1 -1/2" 0.C. MIN. 3 PER ANGLE ANCHORS TYPE 'D' 2% 2 X 1 /8" ALUM ANGLE # 14 S.M.S. 2/ CHANNEL TUBE MULLION #14 F.H. Sid S. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON TUBES. MAY 80 NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MUWON #14 44 SMS 2 PER CUP FOR CHARTS A, 8 OR C 3 PER CUP FOR CHART 0 1 -1/2" 0.C. MIN. 1/4 DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1-1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. THIS SCREW CAN 8E INSTALLED IN EITHER DIRECTION . 1 -3/4" X 2" X 1/8" (FOR 28Y TU8E) 3/4" X 2" X 1 /8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION Engr. JAVAD AHMAO CIVIL FLA. PE 9 70592 C.A.N. 3538 P44OUCIF R& ;VLLO7 as eoleptyin mega the Merida 4.85 aasr 4. 04 0,, _ U' ALUMINUM TUBE MULLIONS c 03 v 0 n 8, m 8 8 1 01 V 8 4 an ffi a drowing no. M07 -04 (sheet 7 of 7 . Florida Building Code Online Pit BCI$ Horne ; tog In 1 User Registration 1 Hot TO(ICS 1. Submit Surcharge 1 Stat$ & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search 1 Page 1 of 3 Product Approval USER: Pubuc.User Product Apprgval Mar > Product or Aoricau n S ?rtb > Appuotjon List > Apd!caton Mlstory > Application oaten 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(Ematl Category Subcategory 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) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 - 6922. Ext 207 miafevre@cws.cc Michael LaFevre miafevreecws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Ralph EmmInger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 • (352) 368 -6922 Ext 208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !i Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE r.,° Validation Checklist - Hardcopy Received FL7067_R3_C0I_510485A (Eval Rep_HS -8200 Impact X0_74x54).pdf _ rva ....R •n _.. Standard AAMA/101 /I.S.2 -97 AAMA /W DMA/101 /I.S.2/A440 -05 Year 1997 2005 littp://www.floridabuilding.org/pr/pr_app_dt1 aspx?param=wGEVXQwtDavmi v ZSa.39J.,. 1118/2010 • Florida Building Code Online Page 2 of 3 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201 /202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/19/2008 12/29/20.08 01/08/2009 02/03/2009 Summary of Products —"NM Model, Number or Name Description 067.1 HS -8200 Vinyl Horizontal Slider H5 -8200 VInyI Horizontal Slider {Impact} 74x54, )(0 Limits o. Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes • Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP.= +/- 60 psf, (Impact). Installation Instructions F1,7Q67_13.1_,iiCWS -1 574 (KS-UV) I01P ),pcif FI -7007 R3_?I_01Reit_PVB NOA_Q5420$ 02,pdf FL70 7R 1.19.itg i NQA 06 -1220 01.pdf Verified By: Roberto Lomas 6251.4 Created by Independent Third Party: Yes Evaluation Reports. FL70f27 R3_,A�51Q435A (Eva! Rep_HS- 820i) 1mpact X.Q 74x54),pdf ' Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider �_ti HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf, Installation instructions. F17,907.R 4CWS -232A (115-132.QQImpactXQX),pdf F470t�7..�t3 ?X_i?VPont—PVB;- N.9f4_0.,5-I 1#R_?2 :Ptif FL7047 R.3 I.I_I ?SIPOrlt,SGP�1Ua .07-X116..- 44,pdf FL.70.Q7, �Ti_Mi1tron,_NQA_.Ob-1224 01,Pdf Verified By: Roberto Lomas 625.14 Created by Independent-Third Party: Yes Evaluation. Reports FL7Q67_R3 AE_510487B (Eva! Rep_NS -8200 Impact XOX_11 i,x63).pdf Created by Independent Third Party: Yes 7067.3 IHS-8200 Vinyl Horizontal Slider m.act HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +60 /-60 - Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions F1.7067_113_II ;Qty$ -1.864 (HS-8200 Impact 7463).,pdf FL7Q673.3 II_DuPant-PVB NOA_05- 12Q8_02.pdf FL 707_ R3 •JI_M!.kron,NOA_06- 1220_01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7Q67_R3_AB .51.0466A (Eva! Rep_HS -8200 Impact )(0_72x63),pdf Created by Independent Third Party: Yes Sack 'DebdrOnelit'6YOoi1SOO7dty- A rs Florida Building Code Online Codes end'Standards 2555 Shuman/ Oak Boulevard Tallahassee; Florida 32399 -2100 (850) 487 -1824, Fax (850) 414.8436 ® 2000 -2010 The State of Florida. All rights reserved. http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVX0wiDavmivMZSa39J... 11/8/2010 Florida Building Code Online Page 3 of 3 Prtvny. Statenvnt I Copyright Statement 1 Accessibility Statement 1 Plug-stri Sothvire 1 cugam.er Service Survey 1 contact. U5. Product Approval Accepts: IN E re. http://www.floridabuilding.org/pr/pr _app dtl.aspx?parain=w0EVXQwtDcwinivMZSq39.1... 11/8/2010 L, Roberto Lomas RE. Engineering Evaluation Report 1432 Woodford Rd. Clemons. NC 27012 Report No.: 610485A 336 -945 -9695 Manufacturer: Custom Window Systems 1800 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 95-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building' Code. • Product description: Horizontal Slider, impact resistant made awhile rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3167 -1, signed by Gerard 1. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 167.5 psf design pressure, 7.75 psi water infiltration TAS 203-94 Cyclic Pressure Loading *60.0 psi design pressure b) Report No.: NCTL 210. 3167 -1 B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1998 -02 ASTM E 18861E 1995 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.S.2-97 Design Pressure: ±60 psi • Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 610163A, 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 3116" x 49 13/18" • Units must be glazed with % IGU consisting of. outboard Iite 1/8" Ann — Air —5/18" laminated Inboard Este consisting of; 1/8" Ann — .090" Dupont 8utacite PVB lnteriayer- 118" Ann., per ASTM E 1300. . • DuPont 6utacite PV8 intertayer per NOA 05- 1208.02 • • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 installation: • Units must be installed In accordance with approval document, CWS -157 Revision A. Certification of Indapandance: 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, f don't flap nor will acquire a tinandal interest In any other eniity • involved in the approval process of the listed product(e)e4) " -' t.. 1 of 1 Qa• yea • n• .E` • V .� '• P p f t C, 1• Luis R. Lomas, FL No.: 82514 07/1512008 1 TABLE OF CONTENTS 'GENERA!. NOTES 4 ELEVATIONS-......-1 ANCHOR SCHEDULE AND DESIGN PRESSURES & GLAZING SECTIONS & ALT. FRAME_..- ..- ..___ --. --4 EXTRUSIONS $ BILL OF MATERIALS-- _.5 INSTALLATION DETAfIS. .�_- ...8•S f VC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BLAMING INGG CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: `O1X' CR'X/Q 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTBI E 1300. - POSITIVE DESIGN LOADS BASED CBI, TESTED PRESSL FIE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. S. ADAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT. SEE SIIE-ET8 -B FOR ANCHOR DETAL 0. SHUTTERS ARE NOT RETIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMAU. JOINT SEAM SEALER USED AT RXED MEETM10 RAIL AND JAMB. B. REFERS rat REPORTS: HORIZONTAL SLIDER N L-Z10.3107 -1B, NC76210- 3187 -1 B. SERIES I MODEL DESIGNATION HS-8200. 10. WOOD BUCK OR STUD FRAMING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. 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 ALL ELEVATIONS IN A SIMAAR LOCATION. • THE Sur W.TION CON-ms n W4QIS� Pram 4 WINDOW BYSSB S.R ARY REVAWICnoN IN PART OR AB A WHOLE IN WRITTEN PEAUSSIOal OFC1.51171WINDO V SYSTEMS 0.1C- IS PRONIEf1E4 . 07/07108 mew isop S.W. 44TH •_•ItiA, FLORLDA3�44 4E o •*NERAL NOTES & LARGE MISSILE IMPACT r.-., -, ' .: PVC RORIE SLIDE FL. P.E:. -62514- -_ s di';' a CWS -157 1OF8 6 M A K Tre)1 l IC MAK�i y 14: L1A)L0.C. (LYP) 16: max 0.c. Crypt SEE NOTE 2 x ATIEffmranswirIgIEW A�NC110�R3 T�YP. Jr- INSTALLATION ANCHORS TVP. NOTES: 1. INSTALL ONE ANCHOR AT EAOI BNSTAUATION LOCATION. • 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE V4'. USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOW ED, .3+18' DNA. ELCO TAPC ONRY ANCHORS MUST SE OF SUFFICIENT LENGTH 70 ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY'THRU OD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL SE ACHIEVED. S. B19 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 3AP INTO 2 BY WOOD BUCK B. as W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MEt. EMBEDMENT OF 1 V2 INTO 2 BY WOOD SUCK FOR FIN NNSTALI ATiON 7, SEAL CORNERS W MI SMALL JOINT SEAM SEALANT. - 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESE TANT MAMMAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED M SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. • 10. INSTALLATION ANCHOR CAPAC(ITES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAi WITH THE FOLLOWING PROPERTIES: A. MOOD - MOAN SPECIFIC GRAVITY OF 6.0.42 B. CONCRETE > MINIMUM COMPRESSIVE STRENGTH OP 3.200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90. GRADE N. TYPE 1 (0R GREATER). MAMMY AND 001 7 SS THE L�ORLeCTAN OOMAY/ED IN1OOt ORAWISA THE SWF PROPERTY Of TTOIA WINDOW SMELTS. e�C. ANY RE JLTION IN PARTORMAY7HOLE WIRSIUT DIE WRRTEN PSRre0.SSDNOF CUSTOSWINDOW 9' MUM. INS IS PDANRMED. mama LAYOUT -(FN) 'mu L.R31rds MODULAR SPIES (11NITW LIDO W S1Z WIDTH (IN) 27 1/2 A.B A.8 331/2 411/2 A.B IMMO MEM 43 1/2 EDEN 51 1/2 74 A.B A.3 A,B +60/ -60 +60/-60 +60160 +60/ -60 +60/ -60 +601-60 +601-60 +60%50 +60/-60 +601 -60 +60 /-60 4601 -60 +60/-60 +60/-60 • 460/-60 +601 -60 +60%60 +601 -60 +60/ -60 +60/-60 +60/ -60 35 112 +601 -60 +60/ -60 460 /-60 +60/ -60 +60/-60 REIGIIT (1N) +60/ -60 +60/ -60 +60/-60 +60/-60 +60 /-60 +60 /-60 +60/ -60 +60/-60 +601-60 +60/-60 +60/ -60 COMMODYIY Suss (W.11P) }DIGHT(1N) WIDT€i (114) GLASS TYPE 19 1/8 38 3/3 50 5//8 551/4 26 A.B +601 -60 +60/-60 +60/ -60 +60/ -60 'M 'llEalIll illinnill ` ' A.B +60/ -60 +60/ -60. +60/ -60 +60/ -60 +60/ -60 460/-60 +601 -60 +60 /-60 A,B 4601-60 +601-60 +601 -60 +60/-60 +60/ -60 +60T -60 C +60/ • 01 +60/-60 314` MEMO - 118' ANNEALED GLASS 5/16 AIR SPACE 5/18' LAMINATED 1/8' ANNEALED GLASS oar DLiro14CPVB*8TERtAiER 1/6' ANNEALED GLASS 1/2' GLASS BITE +601 -60 +60/ -60 - ►60 /-60 460%60 40/-60 460 /-60 +60/ -60 +60/60 +60/ -60 • +60%60 +60-60 0/4' 116' TEI.1PEREDGLASS fits AR SPACE :N18' LAMINATED 1/8' ANNEALED GLASS 3132 .DUPONT PVBINTEALAYER 1/8' ANNEALED GLASS CLASS TYPE B 1/Z' • GLASS SITE 431/2 +60 /-60 +60/-60 +601 -60 +60/ -60 +601 -60 +60/-60 +601 -60 ' +60660 +60/-60 +60/-60 +60/ -60 +60%60 +60 /-60 +60/ -60 +60/-60 -601 -60 +60/ -60 460/ -60 1601 -60 +60/-60 +601 -60 460/ -60 +60%60 +60/-60 460/-60 4660/ -60 4601 -60. +60/ -60 +60%60 NOTE: ti S/ZE JNTENDE) IS NoT SHOWN, USE NEXT LAFIGER Sze. K F6.••LOI�•:. Pa TARP tma xnu ; ` "THE q unaVCONTAav®QIiM3DaAWN65 THE SOLE PROP6:n'OF p W/Cffiaw Erma& ANYFIAPRODuCTION M PAM' On AS A WHOLE CITIKK 1NE .. R..P.E' WRATEN PERIASSION Of Cl6TaM WINDOW 8YSTRIAS, pa PRGIISntU. - - 125'14 A 1-UPDATED PER NEW FBC REQUIRE.IENTS ( 07/0710$ 1.1 a, ;.. WINDOW SY515MS slw.44TH AVENUE FLOR1DA34474. CHART & GLAZING - LARGE MISSILE IMPACT WC HORIZ SLIDE - 6200 7/15/2008 CWS -157 3 OF g E CT€RK?R 0— NOW: MOWS r�DUTECUR' AY OVERALL FLANGE WIDTH • ($1 TYPICAL 140RaphITAL SECTION L 4 ) NOTE:1-6c1 SHOWS P U W1 AWAY, NWT MOWS LABPACT HOCI( SPACING: 1) JAM MO S: A) 8' FROM UNIT EWE TO EDGE OFHDOK B) A MIRO HOOK IS °E IF MIT HEIGHT RS GREATER MN OR EQUAL 2)A} 22- V2 FROIJ RASH CORNERTO EDGE OFCAToN. Ri A NOtfREEQUALTTD3S�3+r IF UNIT HEIGHT is WITHIN V4. , DETAIL D (JAMB IMPACT HOOKS) GY k1'r- e NOTE:SHCNS SASRGUT AWAY IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM U:ST EDGE TO EIIOE OF HDO E AphIRD 3 �" Eta GREATER THAN a►pro613/4 -. 2) SASH CATCH: A) 2.112 FROM SASH CORNER TO EDGE OFGATQL 9) A THIRD CATCH In CENTERED EN NASH IF UNITWIDTH IS GREATER THAN OR EQUAL TO S13f4 : SASH AND FRAME HOWLS ARETO ALIGN WiTH)N 1/4 ". A i UPDATED PER NEW -FBC REQUIREMENTS !07/07/08 NOTE: RE IM 22, 21, 29.38.41.42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARIFY. DETAIL C • (HEAD IMPACT HOOKS) PROPASdARYA'NO GNU. Pia OMR1:%110N CONTAINED AsJ Tres OAAWINGIS THE SOU: PR.OPEtTY�tfM WINDOW SYSTEMS% NC- REPRODUCTION IN PART PRA SAWHOLEW 'Tl@ MITTEN PBRaasSNiNOP CUNTCMWINDOW SYSTEMS. PLO. I3PRCF$ 1TFD: WI SON, SYSrFAdS 900 S.W.44TH AVENUE 99AYA, FLORIDA 34474 SECTION VIEWS A ALTERNATE FIN FRAME - LARGE MISSILE IMPACT --+i SASH COMER FR CORNIER It Pert $ Ocruipdon 31/8`x••• CONSTRUCTION TR�,iQ Oii i 11.8031 Win R. SH, w/Rg -,PVC. Shad 3 i/8' �1 f I - -,I Q j`1 - 2 art 8' 1 84031 Mein R. SR WIR& PVC S® `` xi. f i 2 QQ + / I � 3 H-e031 Main Fr 8H,INMg,.PVALdb. t ! iI i- S.L °"" �.,—S` r t_ 15!&' s IIIII s H•6031 Man Fr. SH, wino.. Pig R. at S-1495 Raid. 211!1' 35f 5" !� CORNER WELD Flu.SIDES) _ . r=:� ---I` .MAHERWEID (ALL SIDES) 8 W1487 AW. Sash l BL Rai •••••- d� PVC SASH MTG. RAIL-6027 1 Hem Sash BramnRo& PVC AGAlerHS) SO 8-1498 Peke. S.S.R/E.SA. Wiz_ --iJ 1• PVC FRAME FLANGE -6031 - METROS ►1Ew •*TH CATTERFRAME tl twa0a Sash shdiwlBaLRe PVC FRAME FIN -6026 12 8•1870 %Oar. track 13 8.0018 02•Bd, 0I4•,Rrd, Hack. 14 58015 Gt. Ed, 3/4'.951, Vert • 0 15116• sre' Q . . . ® I 1 i' Er i i i178• i 4 4,•�.1►' + • r i :...:,. _. LS 8-40*6 r.. Bd,34'$as&. Fork. F F.- _' [N 1 _{ i _ -■ f 13M6' .� �' 16 2.6096 0 . ed, Wl4'.8asn, Vert 17 6.6013 Scrn. Adapt, wins. PVC. Stria. �{ 1 510.' �, ; i. { i we* :.•ice 0 19 8.6010 sct4Adas1.. w1nv� . - 20 51516 items CaYh..lan4. PVC, HS 17nc -.•4 I ;j±1 SASH MTG. RAIL -1497 ALUM. RED. 6063-T6 I* 31 S•1558 seshCa5PVC.bpecl FIXED MTG. RAIL -6001 PVC $ASH • 51g 1an6` ,. TOP/BTM RAIL-6004 PVC SASH SIDE RAIL -6028 1714 22 51584 is 38 IL3604 Prier. Tandem R6Per.Taadma 24 P-3783 Lack blase!. NC 25 P-3784 Keeper. Intact PVC 36 P�Como?! •3215 worm Rap 27 134293 Reit Rata. F.MW. 1 11C - �� f3 3116" "j U-$` P-3429 Walls, ROLLER TRACK ALUM. 6003 3W ``'�' -1678 SASH IMPACT -T6 ALUM. 1 t 1 �� PVC HOOK -1558 FIXED MTG. RAIL -1499 S.B.RS.S. -1498 1• S.B.R./S.S.R. 6063 -T6 ALUM. REJNF. 6063 T6 ALUM. REINF. 6063-T6 GLAZING BEAD -6016 1 iJ115. 1 ffi .. ]so 3755 zAWtfi 36 • S.1112 Bent 3 88 376 itss sae Pla P14 US 32 •P -4051W 285i250RIFHTEK.MI. • 33 P -3748W 18x0.625QfadFH1'BL WM. 34 P.3010 Bub Vaty1wIfBSl1 Base, .3501-ish rife' • 15is` - siar 1 ^j PVC SCREEN CATCH -6013 35 P -3531 ear361'srraw.Frenstripetttodt' 36 P-3342 -:: War, BM SSA • PVC SCREEN SUPPORT - 6014 37 P-3702 Cap Plum 12' I- _t___1/113" ---.1 7f 8• fi 36 83438 Hot Vet iru58at'H' . 2117 FRAME IMPACT HOOK -1577 •-1 �•- ANCHOR WP, P -3780 ALIJ 6063-T6 (145 HEAD) - � I 1��3ne ""�1 39 P-3438 145 Wok, TruSeaVi -e 40 P-3352 ek..65 Dia, ile x WS'x 21Le 41 P4738 HS-8293 cawcaLL�6lts�icrtb to ctneiv� ALUMINUM 6063 -T6 1. 1` � ----..1 } 42 P.36$1 enewar7 WI. I 43 P:3613 CNS L6}. ijjS . 11 .---- 5 8l0 - 318• 1 5/12' SCREW SUPPORT - 3113 44 Glass, Fixed 45 Gass. Sash f I'� �� f A f UPDATED BEE NEW FBC REQUIREMENTS 107t07/48 46 P3281 Spacer. DuraSeal. Rued 314- 11 /t$' QJ 1/4' �"� in . . t4'. j,ye+ # t _. • - ; • , %- • y' °°' .% 'jj���. t4 s,:. � , i •,- -- ° -= -�'t• "_i�8'8 /G>. + �, iM1N4QD4V SySF511S 4? P.3281 Speer. Wt8Sea4 Sash 48 P•3218 Screen Fame. 1431z. ds 83218 3Crealt Rare. Vert. 56 83321 screaR Rtane Cmnm Key _ FRAME IMPACT K- PLAN VIEW OF ANCHOR CLIP ALUM. 6063 -T6 (HS 7900 S.W. 44TH AVENUE OCALA. FLORIDA34474 St P3581 sareart7otfr 18 is Flrmglass 82 83228 Screen Spina, .165 Da. E . E CTRUSRONS & B.O.M. - LARGE MISSILE IMPACT 53 P-3024 Screen Pull Tab ;VOTE: ITEM 10 le NOT USED IN THIS PROOUCTj .. a. :•. ....- .PVC HCRQ. SUB . a " 6200 71152D3a - ' •: • CWS -157 54 P-3o33 Screen SS spy, : Psoons ErhsvianDCata'IDirrhal. M 55 5-1577 RarreC R Shad. PVC, Fii THE INFORMATION CONTAINED I4 TMS DRAWING L91Frg S0t-E mean, 6 W6+DQN SYSTEMS. 6a:. ANY REPRODUCTION m1PART LIRAS.►mia.. jh71 . wRrnmr PERMISSION OF WSTdA W MOW SYSTEMS. 6x:. 8 vRaaetirtro. e • LR r01Q1Ni'ST C • FL 1 F40. R�'r14 0 . .... _ !? Si 5-1488 FIBi t. S.BR72 si Vol - r- -4, . B OF a 53 P3113 Arnow Support PVC CAM SEMWEE NSLICX ANC OPENING BY OTHERS 1 BY WOOD BUcN EY OTHERS ISM (MIN. EMN;) V4• MAX SHIM (SEE NOTE &SONSHT.2) CAULK UNbER SCREW HEAD BYINSTALLEi CAULK BETWEEN BMX AND CPENWG BY OTHERS • • p• • P• 2 to MN- EDGE DIST.) 1 BY WODO BUCK BY OTHERS CAULK T01E94BUCK AND OPENING BY OTHERS PERIMETER CAULK BYWSTALLEB CAULK UNDER SCREW HERO BY INSTALLER SCISSOR FINISH BY OTHERS t• 114 ►. ►D (MW. EDGE DIST3 INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT 4 . • AVC HORIZ. stir* CWS -157 7 0F8 NSTALLATTON ANCHOR. as V/000 SCREW 2&YWOOD BUCK BY OTHERS U4 MAX SHIM (SEE M1101E2 .3 3 ON SHT. 2) lEtTEBIOR relsm BY OTHERS CAULK BEMIS FIN BY INSTALLER PERATEIVICAULK BY ITTSTALLEFI PERMIETER CAULK BY INSTALLER WINDOW WRAF Dv INSTALLER EITEIVOR BY OTHERS 2 EN woon SUCK BY OTHF-RS INSTALLATION ANCHOR. 18 WOOD SCREW A UPDATED PER NEW FBC RECABREMENTS 107/07/08 SHEATTUNG BY OTHERS WI/MOW SYSTEMS .,.. 44TH AVENUE • FLORMA 34474 AuATION ANCHOR IN wran. tARGe MtSSILE wpm'